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Home My WebLink AboutSW8081209_APPROVED PLANS_20160307STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 0 8 12 09 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION ol DOC DATE 2016 03 07 YYYYMMDD i Lit �I w i_ .II � .,,ii.._ .TtL NRRfN,_j [gttF ni—Wde Mw x-s tlw DEC 10 20 r-� DEVELOPMENT �E C E I ��,►(p► DEC 10 DWO PROJ N K:\AutoCAD\2005\164\wrig htsboro(9-9-08).dwg m w b N Rw.TM D89931,y3U Ymlw �J 71 M L 0.1%& 1& 1 Performanee]Rteside ti I ]Devel,, ent easez,ymm oawx.ym Ripple Court Sheet 18 \ AV a.w�nAna. \ Wla5wL{"�- ;;; AJI. Ui�OAea Aa]a+K�h Aoe INL�. A.[I�Mtlta'a ' MMEL-T.L WEUaYnwY oa Ye,y>se L�e.�wr Luz.. oa we,yfa Lum. Cape Fear Township, New Hanover County, North Carolina x:.—z lzol I Fb1A Nae, vsa YeKA LAIw. I MR e.yN L2p] ' uyL{s.—..L]ow Beaver Dam Lane Station •,'al a�.etA".. Luz.. MAS,y Ib I �lli OeYMYAe- I Mae,yW 0.0 1w fib" MII MN lw lii MYb/av MII ' KLS.yW �Ai CM.i3b- MII I M83.yW 4@� iUla. UnY'A,b- I MII M.L S.yW MR S.y IY RLM1 lw ' MII Ka F,y ua 0..3]w Lure. GRAPHIC SCALE: 1"=200' WyiACMWL]..{ 0 100 200 400 600 NS1 \ \ FEET Rev.11/05/15 BLD - Moved Sewage Pump Station Rev. 07/30/15 OLD - Add Cells and Renumber Ponds Rev. 06/05/15 BLD - Rev. per TRC Comments "I hee certify that t ' a dSatcocordance with tatestNew !Cqji nmWater Design Manual." Sigonture:_c��...CAR.]i/i Printed Name Title: E �?, OFS*iO'kI Date: /(�f-�✓S' _ ,a SEAL r. _ 34979 Registration Number:PF-3Y/i716 F Q-: 'SO51AI 1`10\3�INN�� I I s II .D' S.e.ini _ 5�M g Mw YN• A NebA I Kaa.yax Ksa,yu LmT.. L:o].. . Property Owner Certification: "I (We) hereby certify that I (we) am (are) the current owner of the property and that upon receipt of 'Authorization -To -Construct" any clearing, grading, construction or development, will be performed in accordance with this plan and that the applicable ordinances and rules of New Hanover County, the State of North Carolina and the Federal Government and its agencies which are hereby made part of this plan. As the owner, I (we) accept full responsibility for the construction and operation and maintenance of the proposed facilities. I (we) will not attempt to transfer of this responsibility without the written authorizatjpn of New Hanover County." Printed Name and Title: 1 jmU� W_3y[Ali rK Date: 15 _2- Ys- A N° T. A yydA Md a.yN rmm IIti s1 Ib-%v Nmis. i1MA KLe,y Ax Lxoz.. !, _ _ 1 I Wlp`�wengm An.uaAm M. I MiorN TaO] I w n FYb" ` YRY 1�ZTa NAU.P'. Ma]z,yrn xz.. W. i 1 i ` M1r LYwip.' I M.y= l J x i � L -- r M.A I / Ma 33.yrn fw.ve•] a� I —SwN51.wMOEL-Ip I MB�Ta D3 Ex z.oaw],y{m Gi i` sh�t11 T F6Ml Go]r. Fa�Mi. B.rh.• 1 0.a sH.y U13 uf]ynu Luz.. I szz-. W I I KaF.ywF Mz Av- iUlw MBMyD. M A y1DJ Na him 1W.1.MM OWM. Ans MI MI M.LS.ylm MA S,y Yp 0.0 lw LISZwy It C J E SHEET INDEX Sheet , Description 1 1.Overall Plan/Index Sheet 2 Preliminary Plat 3 Preliminary Plat 4 Site Plan - Multi -family Area 5 1 Grading, Drainage, and Erosion & Sedimentation Control Plan 6 Grading, Drainage, and Erosion & Sedimentation Control Plan 7 Grading, Drainage, and Erosion & Sedimentation Control Plan - Multi -family Area 8 Water & Sewer Plan 9 Water & Sewer Plan 10 Water & Sewer Plan - Multi -family Area 11 Plan & Profile of Riverside Drive (Sta. 0+00 - Sta.14+50) 12 Plan & Profile of Riverside Drive (Sta.14+50 - Sta.17+64.26) & Tributary Circle (Sta. 0+00 - Sta. 9+04.24) 13 Plan & Profile of Tributary Circle (Sta. 9+04.24 - Sta. 24+00) 14 Plan & Profile of Tributary Circle (Sta. 24+00 - Sta. 39+00) 15 Plan & Profile of Tributary Circle (Sta. 39+00 - Sta. 52+96.22) 16 Plan & Profile of Beaver Dam Lane & Current Court 17 Plan & Profile of Sandy Banks Lane & Delta Court 18 Plan & Profile of Down Stream Lane & Ripple Court 19 Plan & Profile of Sewer Line "A" (Sta. 0+00 - Sta. 4+50.09) & Sewage Pump Station Site Plan 20 Pump Station/Site Plan Standard Details 21 Pump Station/Electrical Equipment Pad Standard Details 22 Pump Station/Electrical Equipment Pad Standard Details 23 Pump Station/Electrical Equipment Pad Standard Details 24 CFPUA Sanitary Sewer 25 CFPUA Sanitary Sewer 26 CFPUA Sanitary Sewer 27 CPUA Water Distribution System 28 CPUA Water Distribution System 29 Grading, Drainage, and Erosion & Sedimentation Control Detail Sheet 30 1 Stormwater Pond #2 Detail Sheet 31 Stormwater Pond #1 Detail Sheet n PRINTE IIlellr PARKER & 11SS(pCIA TES INC CONSUTING ENGI N LAND SURVEYORS LAND PLANNERS Y. O. IACKS( NVII U NC 19541-0976 Owner/Developer: Clearly Development, Inc. 100 Carolina Plantations Boulevard Jacksonville, North Carolina 28546 (910) 455-6956 DATE: 05/08/15 AI'I: RUVE NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION SS to 5-6-1b DEMU-SU r—INAL 26dlSE'D pk4E5 3-7-1(o Parker & Associates, Inc. Consulting Enfineers - Land Surveyors - Land Planners P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540 Field Book: Field Book: Riverside, Pg.1-41 Jaekspnville, North Carolina — 28541-0076 Disk Name: Acad#2540 Phone (910) 455-2414 — Fax (910) 455-3441 Filename: Riverside-Gendwg Sheet 1 of 31 Job No.; S140"-5781 Firm License Number: F-0108 MR General Notes 1. Topographic information was created from a combination of lidar elevation data obtained from The N.C. Flood Mapping Program, and ground topographic survey by Parker and Associates, Inc. dated April 2015. 2. Boundary information taken from partial survey by Parker 4 Associates, Inc. dated December 2014. The remaining boundary information for the portion of the boundary that was not surveyed was taken from record map in Map Book 53, Page 346. 3. Development area is undeveloped. 4. All easements to be drainage at dimensions shown, unless otherwise noted. 5. 10' utility easements along all street rights -of -ways. 10' utility 6 sidewalk easements along street rights -of -ways where there are sidewalks, 6. There are no Areas of Environmental Concern (AEC) as defined by Coastal Area Management Act (CAMA) on this site. 7.Original Wetlands line delineated and Surveyed by Withers ,S Ravenel. Current Wetlands Line Taken From Original Map, New Delinieation by the U.S.A.C.E. and Surveyed by Parker 6 Associates, Inc. in March 2014, Delineation and Map approved by the U.S.A.C.E. on 10/21/2015 and expires 10/21/2020, unless there is a change in the law or published regulations. 8. For additional information, see plan and profile and detail sheets. 9. The developer is building houses on all lots. The typical footprint shown is to denote driveway and house construction. The actual size and location of the structures may vary. 10. Flood lines drown from an electronic overlay of the digital flood map 370168 3129 J (Kew Hanover County) effective April 3, 2006. It. All development shall be in accordance with the New Hanover County Zoning Ordinance and Subdivision Regulations. 12. All streets to be dedicated as 'PRIVATE BUT FOR PUBLIC USE" and maintained by the Homeowners Association unless otherwise noted. Design will meet N.C.D.O.T. standards for subdivision streets. These restrictions shall be included in the Homeowners documents. 1) No Gates 2) No Speed Bumps 3) No On -Street Parkirg 13. All common areas, inclusive of recreation areas, shall be dedicated to and maintained by Homeowners' Association 14. Street lighting shall be provided in accordance with Section 52-9 of the Subdivision Regulations. 15. Tract has been timbered. There are no trees within the proposed rights -of -way. 16. Stormwater management shall comply with both New Hanover County & N.C.D.E.N.R. stormwater regulations. 17. All telephone, electric, gas, and television service lines shall be installed underground. 18. No construction shall commence until a permit is obtained in accordance with the New Hanover County Soil Erosion 6 Sedimentation Ordinance. 64 19. An oll-weather road surface during the construction of the project will be required to facilitate emergency service delivery. Note: Contractor shall insure that he and all his workers (contractors, subcontractors and other site personnel) do not damage construction stakes or other measures used in laying out the project whether by the Engineer or another entity including those under the employ of the contractor. Contractor shall cause his workers to observe and verify to the fullest extent practicable that stakes, other measures and grades are, or appear to be, accurate and correct, and immediately, but prior to any associated work, notify the staking entity of any potential coriflict, error or question regarding the work. The Engineer shall not be responsible if all of the above measures are rot strictly adhered to. The Engineer shall not be responsible where due to damage, his staking can not be verified. For critical or costly components of the work, where the contractor believes that staking may not be preserved, the contractor shall request the staking entity to place staking in an area where its Preservation can be insured. Rev. 06/05/15 BLD - Rev. per TRC Comments Rev.11/05/15 BLD - Moved Rev. 05/08/15 BLD/JJS - Revised plans per TRC comments Rev. 07/30/15 BLD - Revise ISection 2 Section 2 Horne Place Block A Horne Place II _ Horne Place Horne Place Block A M.B. 6, Pg. 82 I ; 4 i Block A I Block A I M.B. 6, Pg. 82 I R-20 Zone Home Tract M.B. B, Pg. 42 R-20 Zone ` ` 5 Section 2 I M.B. 8, Pg. 42 R-20 Zone _ 6.' ' Section 2 Horne Block ace R-20 Zone I �I' Section 2 Horne Place1 1 -•- r g ' M.B. 8, ly Section 2 I Horne Place ' Block A R-20 Zone � '10 , I Section 2 I Horne Place Block A M.B. 8, Pg. 42 I I Horne Place Block A I M.B. 8, Pg. 42 I R-20 Zone Section 2 R-ZO Zone Advanced Horne Place Block A M.B. 8, Pg. 42 _ _ Block A ' M.B. 8, Pg. 42 ' R-20 Zone - i I Wrightsboro Plaza Advanced Auto Parts R-20 Zone Portion of Tract J Wrightsboro F- Plaza M.B. 8, Pg. 42 / ( Wrightsboro Plaza M.B. 32, Pg, 276 I Tract F-1 R-20 Zone 1259 ( Portion of Tract J SC Zone M.B. 32, Pg. 276 I Nil°45' 23'E 73 _ / i j M.B. 32, Pg. 276 I SC Zone \ 3 Story SC ZoneI 24Unit 1 f I ( ) gesidence \ d _ - 8 Unit - I S Passive Open Space / i iorage/Storage I 1�• N Common Area #2 r Building (Typ.) ! (D 0.9± Ac. / ' ' 60 I II ► tt` - _ i - t (1 rIr -Irri ir con/^iZ Multfamd Wet I Car Wash Wrightsboro Plaza Line Sheet 4 of 31) Tract E U0107 \rO�z Active pM.S. n- 32, Pg. 259 I N M common Area #1 I SC Zone 1•+,+ 1.92 Ac. { I a !I I I SS(n IY Y Y Y Y Y I 1 tJ W I Ti I- Y Y I •Y- I M/ �' '-3 O LII II I I j U Food Lion/Kerr Drug/Chinese g/Chinese Restrount un \�aWrightsboroPlaza YYVYYYY Q1 Tract A 0?, / ` Y Wetlands Y Y Y\ I m N I I I M.B. 32, Pg. 276 Kentucky Fried Chicken I lJD L Y Y 0.84± Ac. Y Y < I Q; 1 ) i I I i j SC Zone I Wrightsboro Pkrza P 1impster ' Ex. Right of way, M.S. 3 zone Ex. I J +.Y Y Y Y . Y Y +.�I I 4 ( YPi) j Sewer and Stormwater Easement I Tract D Z Easement y \ I ) I ding/ and Temporary Construction Easement N89025'15"E \ 9 Easement Y Y Y Y / I I Ex. Bail P / \ f j I Per D.B. 5133, Pg. 626 I }'IDF 249.03' /Per M.B. 32, Pg. 259 \ �" • " • - ) I I I 2.86 \ .B. , -Y Y Y ( I ) Gmp 65 D , ` 5133P9� 626 \ I I N84°54'14"E PA i 9 _ - uc �y�\ - Ue ld public R/w So O66 °\ - 1 I ' _ _ _ .... CA .-'� y Y) Wetlands LLB-= -ranP c 1 able vv _ - ). O-\ \ I Passive open _ -�" "�- 0 06± A 0 osed v _ _ - - SPA I 5' Conc. C '� - - r e Drive pr p _ - y Common I Sidewalk _ r` K _ _ giversid -sn - I &F 589024'29'W rS, aI Area #3 e•r- 67 w )I I 1.51Ac. I _• - - -__- n IDF I U) J_ _ _ _ _ _ _ _ - _ _ - _ 36' S8P45'47'W_ - _ _ - _ _ - }'IDF }„IPF 6L I Egress Ingress h 2"lr6 581°39'02'W Egress Easement O B-B L - - r stre 60 R/ vY }•IDF 6L Pinch TOP 255.91' Oet) (Public e Drive 581045'32'W I H 6,49.73' RiVersld 581°45'4rW 171.63' n w 99.86' Edwin I. Ennis Jr. 6 W O 5' Cone a Nancy R. Ennis I 0-, Sidewalk m D.B. 1493, Pg. 1768 Zone I mR-15 N87°20'48'E I Stormwater 100.42' pond #2 IDF 6L 6IDF ( Sheet 30 of 31)01 I Orya a1� 0 Open Space #4 Edwin I. Ennis Jr.6 Nancy R. Ennis D.B. 5183, Pg. 277 R-15 Zone Y 32 Cone 586°36'14" E 242.49' Site Benchmark Y Y YI -. ,17 i t•IDF 6L F �• 4•AID6 4'IPF N86°32'12'W175.06' -- 23 N86°32'24"W I 2'IDF T ` , I Chadwick Acres Part II Chadwick Acres 1 Chadwick Acres \ \ 126.74' N86°33'47'W 4'� f Chadwick Acres M.B. 5, Pg. ' Part I M.8. 5, PT too Part I M.B. 5, P9.100 1 _ ° N86 30'59"W '�15 , ' _ N 85.35' Part II M.B. 5, Pg.116 R-15 Zone R-15 Zore R-15 Zone \ \ 85.03' . - - , , I 11 , , 9 - -. R-15 Zone Chadwick Acres 113 _ Chadwick Chadwick 5 , J = _� 3 , Part I Chadwick f Acres_ Chadwick I M.B. 5, Pg. 100 Acres Acres Ate, Chadwick Acres Chadwick Acres R-15 Zone Part I M.B. Part 5 P 100 Part I I Part I I Part I Part I M.B. 5, Pg 100 M.B. 5, Pg. 100 M.B. 5, Pg. 100 M.B. 5, Pg. 100 I M.B. 5, Pg. 100 R-15 Zone R-15 Zone R-15 Zone R-15 Zone R-15 Zone R-15 Zone Ex. Drainage Easement Per M.B.32,Pg. 259 D.B. 5133, Pg. 626 Wetlands Lire (Typ.) .i• Y; �V W ex. asphalt ex' 6" A parking standup ex. asphalt ex.fence � lot curb I parking Ex, Building / I lot ex. underground 3-emw IDF O utility (gat) I 2 % g N ex. c6g emw ex. ` 0 04 F pond i o o` °. �yc`-uc sop u ePb ex. 8' ex. underground gravel utility (electrical) road IDF C } IDF Pinch L TOP Ex. 10' Ingress & Egress Easement Pump Station, Revise Tract Data, Revise General Note #7 ember _ _ -- ex ex. conc. ePbgo2-bollardsI _ - e%.�Ys epb-/yI�LISF� Lex.undergraund X- ub 6L utility (electrical) sign ex. asphalt ex. underground "6 }•IDF I parking I utility (cats) ex. asphalt ex. underground lot parking $'IPF ex. 10'± asphalt GL utility (cats) lot P.eb 2006 driveway I Ex. Right of way, Sewer and Stormwater Easement and Temporary Construction Easement Entrance Existing Conditions Per D.B. 5133, Pg. 626 Scale:l"=100' n ram+- l~D v eggw ^ pp Pspho 0 Aphsh LIIUU ,II, � .,land }•IDF y 00 6L N n � - N �rmvw 2-egw x ex. underground Fop phone box C N W 294,25' Strip C4nder Edwin I. Ennis Jr. D.B. 5849, Pg. 1719 B-2 Zane Tract Data McDonalds I Edwin I. Ennis Jr. C/O Dennis McAn derson I D.B. 5136, Pg.1331 B-2 Zone Strip center I Edwin I.6 Nance R. Ennis I B-2 Zone Site Benchmark Nail in West side of 30' Pine Elevation: 31.0 (29 Datum) written on existing stake Current Survey - Elevation 29.95 (NAVD '88 Datum) 12 9 o" V) 4vZ KF in sphalt North Kerr 2-57-52-E Avenue 50.02' NCR 1322 IDF - I I I Total Tract Area ..................... 95.15 Ac. minus Class IV Soils ............ 0.00 Ac. (100% Preservation) minus Natural water features .... 0.00 Ac. (not applicable) Total Development Area .......... 95.15 Ac. Acreage of Wetlands .................. 5.6± Ac. Acreage of Land in AE Flood Zone ..... 2.7 Ac. Number of Lots ....................... 166 Lots + 6 Open Spaces Minimum Lot Size ..................... 15,000 S.F. Minimum Lot Width .................... 80' Average Lot Size ..................... 10,788 S.F. Smallest Lot Size .................... 8,516 S.F. (Lots 156) Number of Multi -family Units ......... 72 L' F t f St t 10 332 8 L F Legend Ac. - Acreage A6 - Above Ground B-B - Back of Curb to Back of Curb BG - Below Ground cdq - Curb and Gutter C.O.D. - Conservation Overlay District o caty -Cable TV Comp. - Computed Point Conc, - Concrete D.B.- Deed Book ❑ eeb - Existing Electrical Box o efob - Existing Fiber Optic Box �- egw- Existing Guy Wire -� elp - Existing Light Pole 0 emw - Existing Monitor Well sop - Edge of Pavement 8 epb - Existing Phone Box O epp - Existing Power Pole ex. - Existing GL - Ground Level 0 IPF - Iron Pipe Found M.B. - Mop Book NCSR - North Carolina Secondary Road Pg- - Page 0 PKF - PK Nail Found R/W - Right-of-way Typ. - Typical 5� - Existing Lot Number - Lot Number - Concrete Sidewalk T Y _ - Wetlands Hatch ohpl - Overhead Power Line vG - Underground Utility Line -••-•--••- -Wetlands Line Recreation Area - Single Family Lots 166 Lots x 0.03 Ac./Units Area Required ................... 4.98 Ac. Passive Area Provided ......... 2.8± Ac. Active Area Provided ............ 4.0± Ac. Total Area Provided ............. Ac. Multi -Family Units 72 Lots x 0.03 Ac./Units Area Required ................... 2.16 Ac. Passive Area Provided ........... 2.4± Ac. Active Area Provided ............ 1.9± Ac. Total Area Provided ............. �± Ac- APBs NORTH CAP` ','e F,r,��ONI EF!,; L MANAGEiviroo WMMISSION �C, L)GMIA -SLJ llllil11f/// �N� ii\ CAgi//7/i 'E ESSjOl�yY O ?''. :4� SEAL 76 inear ee o ree s ............... . Proposed Use Residential Setbacks Existing Land Use .................... Undeveloped Front Yard 20' ............... Water Service ........................ Cape Fear Public Utility Authority Side Yard 10' Sewer Service Cape Fear Public Utility Authority Side Street 20' ........................ .............. Zone ....... . . . . . . . . . . . ....... . ....... R-15 Performance Residential Density: Rear Yard ................ 20' Certificate of Approval 95.15 Ac. @ 2.5 Units/Ac. New Hanover County Planning Department Total Units Allowed ............. 238 J I/� Single -Family Lots Proposed ..... 166 PRI17 H E- �j r Date Planning Director (3 Bedroom Single Family Lots) Multi -Family Units Proposed ..... 72 PARKER & A dC!AlTrSINC (2 6 3 Bedroom Apartment Units) CONSULTING ENGINEERS LAND S(12VE1' ORS LAND PLANNERS Total Project Units Proposed .... 238 P.O. t?OY 976 J.aCKSONVILLE NC 'S541-0976 Area in Lots ......................... 41.11 Ac. Area in R/W .......................... 11.07 Ac. Preliminary Plan - Not for recordation, conveyances, or sales Multi -Family Area .................... 10.86 Ac. Common Area . . . . . . . ......... . .... . .... 32.21 Ac. RIVERSIDE DEVELOPMENT Impervious Surfaces: Streets ......................... 337,057 S.F. Sidewalks ....................... 47,544 S.F. PERFORMANCE RESIDENTIAL DEVELOPMENT Building Rooftops ............... 43,246 S.F. Parkin Area Pavement 69, 234 S.F. Cape fear Twp., New Hanover Co., North Carolina 4 - Multi -Family Sidewalks .......... 7,668 S.F. Owner/Developer: Clearly Development,Ilie. Total ........................... 504,749 S.F. y 100 Carolina Plantations Boulevard E C F-®V E Ref.: PID R03300-001-015-000 Jacksomille,NC28546 c U Map ID 3129(10) - 37 - 3236 (910)455-6956 D.B. 5813, Pg. 201 M.B. 53, Pg. 346 DATE:03/11/15 GRAPHIC SCALE:1400--� 0 50 100 200 300 SCALE: V=100' iiiii FEET Parker & Associates, Inc.„ Consulting Engineers - Land Surveyors - Land Planners Field Book: Field Book: Riverside, Pg.1-41 P.O. Box 978 - 28541-0976 Disk Name: Acod #2540 908 New Bridge Street - 28540 Filename: Riverside-Gen.dwg Sheet 2 of 31 Jacksonville, North Carolina - Job No.: $140409-5781 Phone 910) 455-2414 - Fax (910) 455-8441 Firm License Number: F-0108 Legend Ac. - Acreage B-B - Back of Curb to Back of Curb DOC - Back of Curb C.O.D. - Conservation Overlay District O Comp - Computed Point Conc.- Concrete D.B.- Deed Book O epp - Existing Power Pole egw - Existing Guy Wire M.B. - Map Book `- MBL- Minimum Building Lire ' I -1 -N' 0 1 PC - Point of Curvature Section 2 � Pg Page / ` 12 ' Horne Place III I 1 ack A42 2 Place PT -Point of Targenq ' � I '�13 � - M.B.la, II Haire 1 me Asection Block Ag. R/W - Right-of-way _ '�14 i I I Section 2 R-20 Zone I M.B. 42 s.t. - 10'x70' Sight Triangle 9 - 115 i Section 2 I Horne Place Ex. 20' I R-20 Zone I Typ. - Typical _ ` Section 2 I Horne Place Block A 8, Pg. 42 Drainage I 1 I' 16 r Section 2 ' Horne Place Block A M.B. N. MM AM. \ Curve Number Craig S. 5 Suzanne S. Spell c io Horne Place Block . M.. - 0 Pg. a R-20 Zone Easement dwick Aw�C� O ' D.B. R 20 zone 907 Section 2 I Block A M.B. 8, Pg. 42 I R-20 Zone 171.13' � I I Horne Place I I M.B. 8, P 42 R-20 Zone _ k1° r 25 -Existing Lot Number I Block A R-20 Zone ---- M.B. .. 8, Pg. 42 169.39' _ _1 1 O - Lot Number I ' James Pe 4 I Beaver Dam I R-20 Zone 1 _ _ _ _ - _ _ - - - 59 I N 1 74 Sylvia M. Penden"IPF 105.96' o 50'R Barbara J. Hill D.B.1378, Pg. 122 ° 44°E 242.59' 39.81• 76.36' "ro 58 L `T3 1 l - Concrete Sidewalk ' I Edna Suggs Glenn ' D'B'R 0 Zo113, ne3� I R-20 Zorq Lane N81 14' g9.14' r - 22.76' O L=41.74' Y •, D.B. 9801, Pg. 292 451 R �/�% 31. 3- 72.Co"16' _ _ _ - - i 1 57 0 �g8 L,T2�// 48.5'R \\\�`g 0. i Wetlands Hatch IZ-20 Zone _ Rebecca Nixon Winslow 123.78'� 31.01' 1 20' r6 \ ti t>`��i / 5free BOC i.�wvvwv. -Existing Woods Lire D.B. 1201, P 1838 ( I 89.60' _114,7' _ _ _ - 20' 1 0 `'6r Qi'(, 0- / / c 12 - I $ V1C1Illty Sketch - chpi Overhead Power Line R-20 Zone _ - O �/ tP^� t% ' fi0 .66' I m Not to ScaleWetlands Line ' I 85.51 ^` Thomas Preston b Rebecca Winslow 60.71' _ - -, -1 r °' "' N N m N O D.B. 5231, Pg. 2007 75.59� _ - ni 49 0 50 �cj N 1 1 $ ��ti / Site Benchmark D.B. 1052, Pg. 527 76.71' _ - L=42.01' L 42.01' O o w 54 1 55 O // L=72.1\ \ \ c 77.21' _ 1 1 6'1.• w W '> I _ ro• Nail in West side of 30" Pine R-20 Zone _ - - - •_ - - 20'. 2 51 .o O 56 B- d Y T0.00 N r U 53 1 10' utility L=57.94- 70.00 � �- $' "1. `''O b q� 1 B-B / tY �\ I Eevation: 31.0 29 Datum " 27028' 7L00' 71.85_ - - W $ M 'tea a' �i 9 / L=58.69' 1 / ♦ d Easement !+' I 61 �•\ y Y written on 1.0 ( stake - - _ 'v °i 10' Utility 1 - - 14.48' / b ry, ( ) °42'05 E 2 68.00 _ w ^' N 'i ^ a n. 46 50 R g� Easement •,1.57' ,�L.--_69.54' L=55 / oti r� L=27.99' ao, / N81 20' 0 41 42 O O ' 45 �' p0 ( \\ \30 iA L� -�-4� a I existing 68.00 - O $ 40 S O O L=67.30' ` ^ / 63 B ZO' Current Survey - Elevation 39 O 46 1 j 29.95(NAVD'88 Datum 7B.50 ,•'„ 0 38 - L=67.82 L=67.82 L=67, \�i / 36' 14.48' 9�. 62 C / /�• \ ` " Ripple Court 7B.06' - w o 37 1 1 O $ L_ 98 - - - - - -2 L' 69. ' ' C l4?03 \ / Le38.51' "' ( 45' R/ W _95.20� - - w o 36 $ O gl 1 70.00� _ _ - - - - - _ ` ` =14.72 = ' - - _ 2 - - 70.00' o L_69.28'ro 47 L2084 BB O� 52•� i \ 10005- owll ^' III$ 34 $ 35 $ _ 71.8= _ ja =97.8 \ L 347t' 20' I I a 71�I _ L-83\ •� 32 0 33 g 1 6�00:_ _ � 8 � L 19.94\ m� 1 V�j -�- ` �\ !c6 O / �Ex.Droi \ I 4t 6�� ' ` e Street)\' Ty. 29' 1 I ✓ t! / i 91 0, I L 0 ?0 \ 10 \ J \ yN I / /Easement p 0 1 O w 55.50' _ privet - - - - C \ \ CA / 20• 'ir 31 \°. I L=20.91' � I 1 i 1� v v ( - _ _ ._ - - - -- - ._ _ � _ -st.y/ / � ,;, 1 M@C < g \ \1 • „ti. �/ Per M.B. 32. Pg. 259 O 'a. 1 53.50' -- cle 50 / of 72 O \ �• O \ D.B. 5133, Pg. 626 -- � � 78.63' L=77.94' L=78.86' L=79.11' ��. V L=50.03' r 73 $ q�' � <,. \ _ _ •'v° O „ 2g 'N� iributaY' rT� O / / L=13.42' "'° O -1 1 71 \ " a /' a• M L=63.09' 61, r9t- 7185' 8 Y - Wetlands /aQ o. L=41.17' °,�� ro 1'-� E B-B - - s.. ^ 1 0 - I L_ i 9w. 1 ,.�o' 20' 102.g0' a - 95' � / 'I r 20' • Line (Typ.) '`• O 50'R L=59.69' ~ a !t`� .o N81°42'05" - _ _ "_l \ $ w 113 a 112 ,11 110 T T ^ _ rs. 2 /z10 N O 2 52.15' 5.�� t ' 74 9p j 5' Conc. \ Y \ �26 - a. .ZO� -{ -sty I 102.50' w w 115 - w "' m m L=2.48' 6 \ 2 10"20' N\ Z / 29 w 1 1 $ w 114 O O ' , t 9 o L= 1.18 _ s.t. 1 -20, 0� * 2 - `5. Sidewalk C- NNOY 1 CP&L Power 4-41.57' / \\ O by / �- \ ( ►ABL of 1 139 I I o? O M w 1 w 75 0 \ \ 1p4'3 19 •o� \ `a, 1C ems. ' .50' ao $ N 1 $ �aS 0 o L=49.6L 1 I N V M 9% 70 9 \ \ o• 66 \ o `3 YI Line 100' R/W L=L14' 01 / 1 1 $ I O iz7.5o' 1 �" toe m O �lypgz \ \vSr. \ . O 0 :1 t36. a 102.50' 4' i o �> °' 1 m e\ o a N" egw i \ \ oo' �r ``'B �' / 7 %1 3L 1 �I I m 1 140 1 y w 66.93' 77' �`& •. O m �I I a+ 1I I' c 11 sue^' \ e9w 25 I 4t32 \\�,�� O // \,' NI I$ 151 I S 127.50' 1 1I� 116 $ ,71.e6� 6647 J 20' 107 r. .o \ \ 69 0? \\� 123� 1 .+ $ 127.50' $ I w '6 gam- L66�45' s 106 `�'- 1 127.50 JI I \\ rO4�, \9 12T-14 L=38.76' u,l `1 A PCommon �Area ##33 O e sp °2°rvrN ,52� zo' 1 zo tie ?: t 1 $ r- bz.ar Io 32 _?95 I �S 1 7s col 1 \\ \ 1 O ?: a l 8 i t ;6 8 1 ✓ egw a t27.50' w1 r 50' 2. �? 1 \ i 30' ✓• •r i / PP " \ j L=41.17/ \ OC, / �'o� 1 N I �+ 1 O 127. r - 142.39 20 05 �' O $ / L=48.37' I 67 \ Chi ' 1.4x Ac. \ ePP \ e9w \ `'� r I 141 I w UI w .+ j2, 4�.45�- 1 I I I 1 PT Co" Y%\ o\1P I \ j / / / \ \ / 6l r2 153 26gJ 1 � 150 �I I 1 3 oO $1 127.50, 1 I 1 wv 99 OS' _ - N 30' c gg \ L=59.69' 24' O 5� I. I I, O £ -_il co I 20' w WSF Y chP egwr ? \ B B i / q�' c�7• $ i$ 1 �.{ V 1 �' 1 $ 117 $� Iww 98 0� 100 9,0 >2 �T 83.9/' 6B.69' 1 127.50 w 1� - r°' 13O I W •„ 120.00' O V 24 ,Rr �( / gykiY +1 1 127.50' V 1 127.50' col O 1 Cn _ I O L=55.74' O I I V I PC zi l9 WBM/'�I \ 28.00' j / g 137 $_ Active n S rr off' \ > 20' �� L=L14';,, /' 10 oi' 154 / 1 1 O I Ica 20' 1 1 _ I L=42 98 R L=14.08' 101 a 102 o I a 1 $ 77 $ I 1 A Pney it m 36' 149 wI 1 142- O O 1 I - I Common Area #5 10' U ao N / � $ 24' Ai 103 �•'. Ql I 2 � A � � utility 6 w I I a .o - c 1 B-B O Y Y Y \ I I ti• / 105 Q w 20' 1 �-25. / 48.5'R 4Z33' B-6 a 104 w O - I G' 1 Sidewalk O !oa �i/ / / �"' W / 1 1$ 1 r iz7.5o• � 1 C73 I I• , t6 gI i Boc \ � _ 20' 10' utility s O ~ $ 1. co 127 50' I � � 1 I 1-,, �t•. 45' a` / °'I - - ` C!1 - f275o' _ _ 'M8L Easement $ + ra��t••(, I w w 1 ' ' Easement r W Y _ Y•-- Y Y Y Y Y p ' \ s \ 13 136 F 31- " � _ t L=43.11' 2200• L=38.22' '° 78 1 61' \ \ Passive Opera\ 0.82' 155 / w rrS a� O $ 1 127.50' lo• >2. L_ w $ •8 O ro' Jr$1 w 97 (PriwtteS 20"W $ fD V 1 I I I � m �0° 00' -50.82' I I 1 � 130.00' I O �� I ., 120. 'a/ I 127,5b' VI 1 III- 143 $I 1 r� 5' Cone. 1 t.'eet ^ --ace- Common N w 21 00' r w g EIS j �' t$ _ -- v 1 I I - Y /o' v Area #B \ IP W L-49.90' ( 1 1�' 148 g 1 127.50' 127.50' 1 r+ I I°' Sidewal I 1 ,fj / _ O`a+L r I -20' ~ 88 m / v O _ _ O r '' 1 -I 1 j % / \ / 40"W 127.50' VI O O ."S o Y Y Y \ \ \ 1.81 Ac. \ 120.1a' I �I Ig 1 1 w I' r, I col t a" ��^L=6z.zo 156 1 Active Open Spoa I 127.50' I 144 135 119 / / / >2.op _ a 12 �+ w e g 1 W W Y Y Y S Q\ 1 L=8.44' e5 PC O$ I ' P w O w 1 I O $ m 1 O > 79 8 I / < ?4 / O O / \ s \ \ c 1 30.34' I Common Area #7 Ut;,;ty 8 col I I L 43.11' 10.51' 2 �' _ _ I I$ O I / a' Riverside Drive 1•s Y Y Y Y o , \ \ lo' fD 1 $ to' utility $ 127.50' / 7zoo' - - 1 / / h I3o ^" y - O \ as \ al I w I 123.29' I I H 1.51 Ac. dewallc $ I 1 1 tP -lI L=46.55' - - fD I / { 87 �• 1 y 21 V w nt (Jl V 20' 'ti m L T,1 T ID oO Y Y Y / \ \ w O at r 17.42' I Easement - �' Easement O $ O b4 iP 127 j0' 1 / / .'� / ti \ \ O �0 / hn O 6� R Y V D w \ \\ \ a P --►I He-20' 'I 127IA' -r 1 il'$ 120 I 1' 96 ry 95 ' L=68.04' 25.53' I 11 si // / - PublicStreet) Y Y Y Y \\\ L=12.29' . 111 127.50' VP w �r1 / 20' r 00 v I 157 V CJ1 127?0' I i T•+ _ � L ^ �27 a 94 � o ' L=9.82' 30' Utility L=25.61' I 1 _ V w / . \ \, / ( fi O Y Y -. \ \ \ \ \ \ \ 120.27• ;o - O _ _ n O n » w 80 $ / / p9 86 \ \ o O 11 I 134 $ I 59' O 93 �' I i / o > 4,1 w w _ n 6 Sidewalk 1 Bruce B. Cameron (•) f Y Y Y Y a w _ - �44' H 91 Easement 89 rr1 r h w a _ o c+\\ -ate \. °s \ \ \ 11 m �I 1 11 Ia 120.�• \\ I tg 166 $I I I" 1 I� 145 $1 1 "I _ 176 _ M 92 �ai O ^ w O ~ I 1 rC I I$ _127 50� , 113.98 bb $ O Rev. Trust r Y Y Y ,1 O o % \ \ 1 m 20 > 1 `� I 1 I O 1 - - _ 127.50' �+ 119. - _ _n-02' 20' a 90 w °' L=21.b Y Y Y - O \ 5 Ij a, O ? ,a\ 127.50' $ 1 21 w 30• 72.002` m @ 1 51 62.97' 85 gt'1/ / 0• 'Q7' D.B. 9904, Pg. 313 Y Y Y I \ i \ m \ 127. r 72."• _2.0 Tract 8 \\ _ s \` \� 1sfi >. \ 1 I I �, 127.5( I I O $ O iz:oa� , > _ J' 2o.zo' O q 1 Y Y Y- - I O/ 1 1 I I g 121 123 r>2: �56,6p• 99. 87,31' N l w r N L=30.6.26�y R-20 Zone Y Y ,w \\ I g3• - \ 17.0 \ \ G I V w 1 V 1 20' 133 $I 1 i 1 i 10' Utility I oa 2 38 0 810 s r 83 84 �'• 2��" i / ti'''� Y r�3 , a °Flood Zone - \ \o \ I. - 130. \ \\a•. / / 9 1 1c, g 165 SI I� I$ 146 1 I O 50' u! al w�O m i $ u, 127. 6 Sidewalk - 20' 1 •- w °O /, " L=40.4 �..( Shaded X - S \ \ / P0• r. \ 1 1 n r w °'► ^ 124 r Y0 20' \ i 127.50' (n-i 1 '' a, moment ^`) 125 _ 1L19.35' o I + 127 Sidewalk r I 122 N a y \ \ w 127.50' 127.50' w 1 $ 5.18 L=2.58' � ^' 126 'o � � o• 82 O� � Flood \\ s \ ! 159 \ 1 I + w co l )3, I- � O� �? O I e 1 � \: / /• Y Y (D ( Zore\o c `\ \ 5' Conc. \ \ \ O� O 9y� \ \� 1 0 1 w £ I $ 147 1 i 132 gt 1 = L=98.75' 66 _ _ �� g 129 130 A O I ' N l' e / gb / /rw� r�,0 } 'X" \ v+ �tiw + 'a 20' J \ 18' 127 $ 131 1 '0 89/�'• - r•4 Y Y Y - \ Sidewalk \ a•.\ w 164 •II w 8.91' 102.�� s' 72.0D� a ei c ?cN 1 L=30.81' i 00' ' °p 128 .. O ✓ $ 1.=30.54' Y _ S Y Y• _ o \ \ <•. 8 49.60, O 1 85 i M t 72. _ �>2.po' 20' " a 0 1 71.98 �• O V 1. .Y Y Y._ 1ti• Open Space#4 O\ s o 18 L=4.5T PT L, 89' 's'' ,o O u MBL L=32.51' Sidewalk L=28.07' ' / b I \ \4 O \ \ Q. \j ti0 161 I 17. Il \` % �' W --1 aB- N80° 0g•W •�7200' .- Y Y Y(J. \ •• l.. B 58' ` _. ` L= 88.13' ' 49-13 N \ 5 ' \ a• O $ 1 5g1°42'05" (Pri �_ 'I• _ \ g \S' - _ •'.� Y �YFlooclZone Y Y• - \ {\\ \ \ "J \ ry i62 Im '� O " -_ -- -__ _- n'cef) lllbut C'• --- Y Y °AE' Y Y _ \ C. '• a' 163 \\ -_ 71' W Ia0 4. J 1 QG �-- 35.26, 4140' �- - _ _ cle 50r D F � 581°05'40' Y OY Y Y Y Y Y Y Y `•' �o \ \ �99.10' I L ,� 74`33 72.00' 20 W >2.00' >200' 1\/ W O --` �r L=6 4 r \ \ -- MBL o L=46.95' L=39.25' 20• 154.BT a 3.3 Y Y Y Y .i•'. �\ s \ 6 Mel 7100 71.00 4.56.. Y Y Y Y: \ \ o aL ` !, r O r Y Y Y Wetlands' Y Y 2 Y W Y Y \ o \ \ `36' / / ' • Y .` No 19 0 $ 78 N 17 c 16 S -•_ - - - - `- 71.00 a� 6 am`. :N' I N O O 60.58' 51.05 O \Y Y Y Y Y Y I Y Y Wetlands Y Y \\ / Y g Q 15 8 L_ .- "o \ : �. >O \ 8-8 i Y Y: `� o L=19.04' ++\\ 3.021 Ac. Y Y 3 i ' ry L=9.95' 67.68' L=67.68' O$ 7 y •. \Y Y Y Y Y Y Y Y Y \ 10' Utility Y, _ - E _ - ' 61.85' 63.66' .� . $ 10 O _ - ,- O \ I - - - - - - Easement I 72.00' - - , 72.00' $ _ _ ' pn Y Y Y Y / ' N�j O PP \ i' 'r' ' Y Y: - 125.51'� ' ` 72.00' /' Y Y\. '$ 14 13 m 12 11 8 O $ 20' - -- - ` g0,20. f 96.3T i - V epp •Y Y Y i / 1 Y Y Y` r{} r,''P Y Y Y / • O Open Space #9 0� $ 71.00 86.39 _ ` 25 r I Passive Open Space 71.00' 27 ' I Chadwick Acres Common Area #6 Y Y Y Y SQWap 71,1X) r ` I Part II I m - Y Y Y Y b % l • / 1.01 Ac. / / Wetlands Y , 29 / Chadwick Acres M.B. 5, P 116 I] Y Y Y ` ` \ �Y ' ' Y �. \ / / Y 0.71s Ac. • . Pump Station Y - - ' 88.03' _ : 31� I Chadwick Acres Part 11 I R-15 Zone Z I �- O Y Y Y \ \ \ \ " Y Wetlands ormwater �Y .. " \ r ��.. \ Y Y Y (See Sheet 19 of 31)' Y _ 91.92' r 33 i Part n M.B J,��I16 \. 0.13z Ac St #,1 Y \ % n.73' - I ` _ I Chadwick Acres I M.B. 5, Pg. I \\ \ ��/�� Y Y Y •r ` - •r. Y, ' � Wetlands / / ' " Y A Y Y Y Y Y Y Y Y _ ♦ Chadwick Awes \ / pond Y line f Y Y : Y Y Y Y Y ' 35 r Port>T R-15Zone !Z�!`- •:••• >ryrri Y Y Y Y Y -• Y Y \ r ` ' Part 1T M.B. 5, Pg. 116 �� O . jEssto • rr (see Sheet 1 of ) Y Y \ f/ Y Y Y Y Y Y ^_ 37 r I Chadwick Acres I R-15 Zone ,�' a• O %•. Certificate of Approval t3 31 ' h Wetlands Y / Y 'v ` 1 i I Chadwick Acres Part II I M.B. 5, Pg. lib • 4 SEAL New Hanover County Planning Department o �Z Y Y Y Y + Y Y Y Y Y \ \ \ ' ' / �0.3M Ac. Y `'. \ - 581°�,40.W 2756. _ ` I Part II M.B. Zone 3487 ,1 \ 35' . ' R-15 Zone tY n9 P 2�i Adj. Chadwick Awes ' M.B. 5, Pg.116 '' " " " "'" \ 0 20' Access ` 3� Daniel X. Kellogg Sr. R-15 Zone �i>r: cH Date Planing Director \� Easement - - - _ - - - Adj. Chadwick Acres D.B. 4967, Pg. 2624 • 1557.15' Jr, 4�r I Adj. Chadwick Acres ' Rachel P. Lucas l R-15 Zone /� K A Bruce B. Cameron Power - _ _ - _ - - _ \ r • ' Michael H. 6, i3tL 5 r I Adj. Chadwick AcresEarD.S.D81586, P 270 /111I I 1111\ Rev. Trust a Y Y Y \ r R W Michael H. B .B.1 Jean .1 Parcel 3 Y Y Y e 70 -- r I D.B.1212, Pg.11�75 R-15 Zone \ \ Line _ - _ 6 r Adj. Chadwick Awes Earle Jmn Pope R-15 Zone O B 9904 Pg 313 Y Y � I Robert A Chadwick J 6' .R-20 Zone \ Y Y Y - 1, -a s3""� _ 7�' Adj. Chadwick Acres I r. D.B. 4134, Pg. 590 Robert A. Chadwick Jr, d Bland E. Chadwick R-15 Zone Preliminary Plan -Not for recordation, conveyances, or sales WSF Y ° g I Ad Chadwick Acres I D.8.1645, Pg. 796 Centerline Curve Data /� c+ - J' Bland E Chadwick WBM o + Y a \ . - ' Ad'. Chadwick Acres Bennie E. Bass Jr. 6 R-15 Zone D.B. 1645, Pg. 796 \ J ' Robin W. Bass R-15 Zone C mp \ Don 5igmord 6 D.B.1816, Pg. 940 °s \ Adj. Chadwick Acres 1 Pamela B. Smith D.B. 1668, Pg.1377 R-15 Zone.\\ r °+ Leo L. b Susan D. Garner \ D.B. 1273, Pg. 1625 R-15 Zone 110 p Adj. Chadwick Acres '.\\ 0 \\ R-15 Zore Robert A. Chadwick Jr. & \ Sylvia B. Chadwick \ \\ \ \ \ D.6.1519, Pg. 951 \ R-15 Zone \ C% Note: RIVERSIDE DEVELOPMENT PERFORMANCE RESIDEaNTIANL DEVELOPMENT Few Twp., New orth ina owner/bEV0l0p : Clearly Development, Inc C. g Tii �yIi 100 Carolina Plantations Boulevard Jacksonville, NC 28546 (910)455-6956 Contractor shall insure that he and all his workers (contractors, subcontractors and other site personnel) do not damage construction DATE: stakes or other measures used in laying out the project whether the Engineer or another entity including those under the employ of the �A 1 C: 03/11/15APHIC SCALE 1"=100' aY n9 P J by n9� tY � n9 P W 0 50 200 300 contractor, Contractor shall cause his workers to observe and verify to the fullest extent practicable that stakes, other measures and grades /�/� are, or appear to be, accurate and correct, and immediately, but prior to arty associated work, notify the staking entity of any potential conflict, SCALE • V=100 ' error or question regarding the work The Engineer shall not be responsible if all of the above measures are not strictly adhered to. The Engineer shall FEET not be responsible where due to damage, his staking can not be verified. For critical or costly components of the work, where the contractor believes , that staking may rat be preserved, the contractor shall request the staking entity to place staking in an area where its preservation can be insured. Parker & Associates, -Inc. >a� Rory Consulting Engineers -Land Surveyors -Land Planners Rev. 01/15/16 BLD - Revise Pump Station Location Rev.11/05/15 BLD - Moved Sewage Pump Station, Revise Sidewalk at Ripple Court Field Book: Field Book: Riverside, Pg.1-41 P.O. w idg - 2 1- Oisk Name: Acad #2540 908 New B1'ld�e Street - 28840 Rev. 07/30/15 BLD -Rev. Pond Number Sheet 3 of 31 JaolwonviUe" North Carolina - - Filename; Riverside-6en.dwg Rev. 06/05/15 BLD -Rev. per TRC Commends Phone YIO) 458-2414 - Pax (910) 48S-S441 Rev. 05/08/15 BLD/JJS - Revised plans per TRC comments Job No.: 5140409-5781 Firm Ucenae Number: YF-0108 Curve Radius h T Chord Bears Delta 1 310.00' 326.23' 180.05' 311.39' N21°53'20"E 60D17'46" 2 500.00' 253.57' 129.58' 250.87' N66°33'56"E 29°03'27" 3 500.00' 156.53' 78.91' 155.89' SB9°56'14"E 17°56'12" 4 310.00' 93.76' 47.24' 93.41' N89°38'020W lrl9'47" 5 310.00' 123.88' 62.78' 123.06' 570015'12"W 2Z°53'45" 6 350.00' 729.55' 599.30' 604.47' 56r28'48"E 119025'44- 7 310.00' 451.60' 276.52' 412.71' 539°58'04"W 83°28'01" 6 1000.00' 48L29' 245.40' 476.66' NW30'38"W 2i34'34" 9 310.00' 300.97' 163.54' 289.29' N81°27'50"E 55037'39" to 310.00' 638.93' 516.85' 531.70' N6r18'16"W 118°05'26" 11 200.00' 79.92' 40.50' 79.39' 519°44'47"E 22°53'45- 12 300.00' 96.25' 48.54' 95.84' 589°42'50"E 18°23'00" 13 220.00' 260.50' 147.95' 245.54' 557°55'09"W 67°50'33" 1 .� Multi -family Notes 1. All drives to be private. 2. All drive signs are provided by owner. ' 10 , ' 9 , ' 7 , 3. All drives & parking to be asphalt. \-- 4. The Multi -family area is not affected by any special flood Section Section Section hazards per FEMA Map CPN 370168 3129J (New Hanover County) Horne Place i Horne Place BlockA I HlockAce B lockA effective April 3, 2006. Block I M.B. 8, Pg. 42 I M.B. 8, Pg. 42 5. There are no Areas of Environmental Concern as M.B.8,Pg. 42 R-20Zone R-20Zone defined by the Coastal Area Management Act (CAMA) on this site. R-20Zone 6. Boundary information taken from partial survey by Parker & Associates, Inc. dated December 2014. The remaining boundary 6 i Section 2 1 Horne Place Block A M.B. 8, Pg. 42 R-20 Zone information for the portion of the boundary that was not N81045'I8"E1259.69-(Total) surveyed was taken from record map in Map Book 53, Page 346. 305.98' 7. Topography shown is from Lidar information provided by the NC y ua es sa•eer.�een sea can sa�aea es�ca asime�x nave °sa e�rsa as ea e�s��v."rawxs�ca b,Flood Mapping Program. ., b, 8. Wetlands line delineated by Withers & Ravenel: Surveyed by - - - ,` N Withers & Ravenel in 10/13/06, Delineation approved by the U.S.A.C.O.E. on 9/21/07 and expires 9/21/12, unless there is i e 77 a change in the law or published regulations. 9. Drainage easements are reserved over each lot, but outside any building, for building, & storm drainage. I f 10. Common areas (including drives, parking & ponds) will be 59 I s Passive Open Space 1 maintained by The Homeowners Associations. I Common Area#2 3 11. 30' utility & access easement to be centered over all sewer 20' 0.9±Ac. mains, 20' utility & access easements to be centered over all water mains, & 10' utility & access easements to be centered I over all water services up to & including water meters & 3 sewer clean -outs. °�'' K �` ` 5' Conc• 12. Development area is partially wooded. I I o `� Dumpster Sidewalk 13. No N.C.G.S. or U.S.G.S. monuments within 2000' of site. Pad 14. All radii labels to the back of curb unless otherwise noted. 1 Enclosure .t .- ...- •_ 15. All radii are 5' unless otherwise noted. I 22,0• _ ` 16. Sight distance easements shown hereon shall remain I c I"�-�'I m as property of homeowners but shall remain free of r all structures, trees, shrubbery, and signs, except I a b N s asp 10Space-, utility poles, fire hydrants and traffic control ^' s signs, which could restrict driver's vision. 60 I O s h a 1 4- 17. Stop signs shall be R1-1, 30"x30" high intensity I Z �► 10 spoo diamond grade reflective, installed on a breakaway I °• �Pc or two piece "U" channel post, 7 (seven) feet above / 6� N m adjacent pavement height to bottom of sign face, with / ''"+•a `'•-v,,,R b g 24• a horizontal clearance of a minimum of 1 foot from g -- - existing pavement edge to outermost part of sign.bov /§cam ----'t-- ---�"�•� --- `�`'�'�-``` ------ t N p b °` 18. Street signs shall be engineer grade reflective, •'�., ,` installed on a 2 3/8" O.D. galvanized post using same / " " """�' @� vertical and horizontal clearance as stop sign. using / ,,; W W W •W 'W �� W W W Ex. Drainage �r ^ W W W W W W W Easement 4 Spaces / O W• W .. r W W W W W W W W i Per M.B. 32, �•� b Pg. 259 ry ai p .1 W W W W W W WetklndS W W W W W W\ D.B.5133, - \ / I\ W W W W W Lme (Typ.) W W W W W W •1 Pg. 626 \ 7 W W W W W W W W W W W W W W 8 Unit I 5' Conc. ' W W W W W W W W W W W W W W •Y, G•••.•••.•+,StMN"O "„' "yBuFildi -• -J- Sidewalk 61 y •� W W W W W W W W W W W W W W ••\ 6Z '/1 O // IW W W W W W W W W W W W W W W %7.O' / [� / / IW W W W W W W W W W W W W W W W 4'. � a•�. 11 %'V // / W W W W W W W W W W W W W W W W 64 //� •,(-(� 33 4V / C W W W W W W W Wetlands W W W W W W W W• I \ I VA Vol `A� * •\ W W W W W W W 0.842 Ac. W W W W W W W \• I \ cy �=3 �• '- � W W W W W W W W W W W W W W W W' \ \ � &� `I� / // '; ,\W W W W W W W W W W W W W W W W V{• I ft/ W W W W W W W W W W W W W W W W I \ ,iQ �} I / // •'\ W W W W W W W W W W W W W W W W' �,�. G 6 W W W W W W W W W W W W W W W I wi O iiiJ•••111 ..y \\ NWNO � I � / �� W W W W W W W W W W W W W W •1/ I '� ,�'I. � ,may \ N� I / ?O• // '+ ••\ W W W W W W W W W W W W W W I VM/ N �,,/, •� W W W W W W W W W W W W W / layuu!' V@' W W W W W W W W W W W W W• I \ N //I // •} `�W W W W W W W W W W W W W/ I \ � I / � W W W W W W W W W W W �• I qy� � •Y` W W W W W W W W W W/ �'� s • o 4 '4 Curb/Sidewalk �/� � �•• '- `. 5' Conc. \ I W W W W W W W p Sidewalk I \ N I\ Ex. Drainage` N. + \W W W W W W W \ \ Easement w sal \ Per M.B. 32 Pg.259 \ w \ D.B. 5133, Pg. 626 :' + W `• " " I .a \ s. W W W .. J... aY... a\ 66 \ _ �Iz \ \ L •. - - - - - - - - - - - JF "Spaces a� 1 & Dum ster _ 1 1 I Pad & I I Enclosure Passive Open I I N. 100.0' I Space - 8 Unit 6arage/Storage I 30' Common I Building Area#3�cs.rxa�c�a e�"�a «a�ma�cn rsa 67 I I 1.4± Ac. I fa T • I 11 ffi I i I i I J N81045'30"E 120.00'--'w�®c:+�wu$came�. eu ra ca e^s®rr+a ca ma sn cn rn am c� Wz��aca ws ew eEa ua�ca wa re c�rar.m®affirm �v�v�ea r� w R=25.00' �s�sa..vcw r®€nx I d�I L=39.26' 5' Cone. \+ Ch=S53°14'53"E -. s- I I i N81°45'47"E 737.23' Sidewalk s.t.�. I^ 10 Spaces 0 It 9.0' 80 uaf n 6 9.0, a TO 24 Unit ' 5 , Section 2 Horne Place Block A M.B. 8, Pg. 42 R-20 Zone ctil �Q� 9 9 Spaces 10 Spaces 10 Spaces 9.0' o T N 0 1LL bt (ft' 9.0, 'A •� 9.0' I I 24' a 9.0' 150.00, It !1!18' . It 4'R 24' B-B 8 Unit Gorage/Storage Building ' 4 , Section 2 Horne Place I Block A M.B. 8, Pg. 42 R-20 Zone Site Benchmark Nail in West side of 30' Pine Elevation: 31.0 (29 Datum) Section 2 HBIockA Place written on existing stake Current Survey - Elevation Home Tract 29.95 (NAVD '88 Datum) M.B. 8, Pg. 42 R-20 Zone ( 279.00' a ecr eH ya a�.xo cams raw•a xa tsa as csa r<v tws ma s°m as anwws ma e.�cv� I � s Si i r i n ' 5 Co i Sidewalk 8 Unit L ' �•. Garage/Storage Building - gQ• 1 Active Open Space v '& Common Area #1 1.9± Ac. N 4- �•► 1 ap NW _ P 24 b 5° g I I p I E a 4- I I 38' I Pnr.a - � s b S ~�1 a, t I W I I i• �4 21 2.. n1 I I Sidewalk ) I 1 _ -f 178.55' 6' Combination I I I I Curb/Sidewalkrx 00 I I I I ) no' I I I I a ll I I I E ll I I I o�I I I I ;. a� gl I I I a=V) I I vl I I I 11 I I I >< ( 164.06- p 5' Conc. Sidewalk io o a Dumpster I s a [ s I Pad 6 '• Enclosure I 17, ` 9 Spa ex. ,v I I I I fence l 0 11 I I I gl I 1 i 1 I 11 I ex ` W W \ .I •W W i . •'l Wetlands �+ • 0.06± Ac. +• +•/ Wetlands Line (Typ.) I I i I I Pow f I ' t P i m L--------c' - as�axa�+H -- / 20' ;3 Comp 501-45.32"NV 177.78' o / _�--1-�_ --- --_N Wrightsboro Pkao Portion of Tract J M.B. 32, Pg. 276 SC Zone Multi -family Tract Data Acreage in Multi -family Tract .... 10.86 AC Acreage in Open Space Required ... 1.50 AC Acreage in Open Space Provided ... 4.2± AC Acreage of Land to be Disturbed .. 7.1 AC Acreage of Wetlands .............. 0.9± AC Acreage of Land in AE Flood Zone . 0 AC Number of Units .................. 72-2&3 Bedroom Units Existing Use ..................... Vacant Proposed Use ..................... Multi -family Water Service .................... Cape Fear Public Utility Authority Sewer Service .................... Cape Fear Public Utility Authority Zone ............................. Performance Residential Development Performance Residential Density: i 95.15 Ac. @ 2.5 Units/Ac. Total Units Allowed ........... 238 Single -Family Lots Proposed ... 166 (3 Bedroom Single Family Lots) Multi -Family Units Proposed ... 72 (2 & 3 Bedroom Apartment Units) Total Project Units Proposed .. 238 PID: R03300-001-015-000 Map ID: 3129(10)-37-3236 Deed Ref.: M.B. 53, Pg. 346 D.B. 5613, Pg. 201 Setbacks Building Setbacks to be a min- of 20' from all perimeter boundaries, and 20' between buildings. Parking Data Parking Required ............... Two (2) parking spaces on the same lot for each dwelling unit 72 Units = 144 Spaces (6 H/C Spaces) Parking Provided ............... 165 Spaces (6 H/C Spaces) 32 Garage Spaces 19Total Spaces Food Lion/Kerr Drug/Chinese Restrount WrightsboroPlaCompact Spaces Provided 0 0 Spaces m Tract A Building Data M.B. 32, Pg. 276 Existing Building S-F. ......... 0 Proposed Building S.F. ......... 43,246 SF Impervious Surfaces Building ....................... 43,246 S.F. Parking ....................... 69,234 S.F. Sidewalks ...................... 7,668 S.F. Total .......................... 120,148 S.F. Recreation Area 72 Lots x 0.03 Ac./Units Area Required .................. 2.16 Ac. Ex. Passive Area Provided .......... 2.3± Ac. Budding/ Active Area Provided ........... 1.9± Ac. I Total Area Provided ............ 4.2± Ac. ex. loading area Certificate of Approval New Hanover County Planning Department Date Planning Director I I Single Family Design ex. cap 36 I I 581°45'47W 36' eeb (Public Street) ex. e' Riverside Drive 60' R W B-1 I (see Sheet 2 of 31) yrawr awd B-B L--------------------------- ex.10'wood ---------------- ------ ---- ---------- fence Stormwater Pond #2 3 YIPF _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - --� Site Plan - Multi -family Area 5'Conc. GL -- -------------- xr sn (See Sheet 30 of 31) Sidewalk W P 581°45'32"W RIVERSIDE DEVELOPMENT 'Din Ex.10' Egress d Tap 171.63' ex. underground to N Egress Easement �� Z 86 utility (�) PERFORMANCE RESIDENTIAL DEVELOPMENT S81°45'47"W ex. 10'± asphalt ecatv eeb Ex. Right of Fear T New Hanover Co., North Carolina 99.66' drivewayg er E �� • Sewn orra y ornstruer Easement Owner/Developer: and Temporary Construction Easement T� Edwin I. Ennis Jr. a Clearly Development, Inc. Legend Nancy R. Ennis ��ee;+ C,AR/1g. 62b J P O Ac. - Acreage 6L - Ground Level - Lot Number D.B.1493, Pg.1768 ��\�,Q,t� R��7�/i�� 100 Carolina Plantations Boulevard 1 Note: S-B - Back of Curb to Back of Curb L - Arc Length R-15 Zone•OFQSS/py l/ Contractor shall insure that heard all his workers (contractors, subcontractors and other site personnel) do not damage construction 66 -Below Ground M.B. - M Book - Stop Bar Jacksonville, NC 28546 Map STOP P �•4� SEAL (910)4556956 stakes or other measures used in laying out the project whether by the Engineer or another entity including those under the employ of the O caty - Cable TV Box Pg. - Page 34978 contractor. Contractor shall cause his workers to observe and verify to the fullest extent practicable that stakes, other measures and grades Ch - Chord R/W - Right-of-way ® - Stop Sign h�._ ore, or to be, accurate and correct, and immediate but prior to associated work, notify the staking entity of a potential conflict, C.O.D. - Conservation Overlay District R - Radfi �i�✓ °'.`NG �� DATE: 05/08/15 GRAPHIC SCALE: 1 = appear y, P M fY n9 tY any P aY error or question regarding the work. The Engineer shall not be responsible if all of the above measures are not strictly adhered to. The Engineer shall Conc. - Concrete s.t. - 10'x7O' Sight Triangle -o- - Street Sign /�7 • • • ' 0 40 80 120 not be responsible where due to damage, his staking can not be verified. For critical or costly components of the work, where the contractor beliaes D.B. - Deed Book Typ. - Typical 4.. •l�r�f SCALE' 1"-40' that staking may rot be preserved, the contractor shall request the staking entity to place staking in an area where its preservation can be insured. ❑ eeb - Existing Electrical Box -Traffic Flow Arrow - EOP - Edge of Pavement 9MCCEN10= - Concrete Sidewalk _ W - • �. • - -WetlardsHatch Parker & Associates Inc Ex. - Existing -�-+• � 0 IPF - Iron Pipe Found ; 5 -Existing Lot Number-a-0-0 - Fence Line Consulting Engineers - Land Surveyors - Land Planners us - Underground Utility Line Disksk Name: Aced #2540 P.O. Box 076 - 28841-0976 - - Field Book: Field Book: Riverside, Pg.l 41 - Wetlands Line SOB New Bridge Street - 28640 Rev. 11/05/15 BLD -Moved Sewage Pump Station, Add 20' Easement - • • Sheet 4 Of 31 Jacksonville. North Carolina Rev. 07/30/15 BLD - Rev. Pond Number and Revise Handicap Ramps Filename: Riversideg Phone 910) 4155-2414 - Fax (910) 455-3441 Rev. 06/05/15 BLD - Rev. per TRC Comments Job No.: 5140409-5781 781 Firm License Number: F-0108 f NPDES STABILIZATION TIMEFRAMES Site Area Description Stabilization Tinieframe Exceptions OPerimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW) Zones 7 days None Slopes steeper than 3:1 7 days If slopes arc 10' or less in kngth and are not steeper than 2:1,14 days are allowed. p Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length. c . All other areas with slopes flatter than 4:1 14 days None, except for perimeters and HQW Zones. New Hanover County Maintenance Plan 1. All erosion and sediment control measures will be checked for stability aid operation following every runoff -producing rainfall, but in no case, less than once every week and within 24 hours of every half inch rainfall. 2. 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. 3. 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 the and hardware cloth i i k drains as designed. Debris will be removed from roc to allow proper drainage, 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. 4. Diversion ditches will be cleaned out immediately to remove sediment or obstructions from the flow area The diversion ridges will also be repaired. Swales must be temporarily stabilized within 21 calendar days of cease of any phase of activity associated with a swale. 5. Sediment will be removed from behind the sediment fence when it becomes half filled. The sediment fence will be repaired as necessary to maintain a barrier. Stakes must be steel. Stake spacing will be 6 feet max. with the use of extra strength fabric, without wire backing. Stake spacing will be 8 feet max. when standard strength fabric and wire backing are used. If rock filters are designed at low points in the sediment fence the rock will be repaired or replaced if it becomes half full of sediment, no longer drains as designed or is damaged. 6. Sediment will be removed from sediment traps when the designed storage capacity has been half filled with sediment. The rock will be cleared or replaced when the sediment pool no longer drains or when the rock is dislodged. Baffles will be repaired or replaced if they collapse, tear, decompose or become ineffective. They will be replaced promptly. Sediment will be removed when deposits reach half the height of the 1st baffle. 7. Sediment will be removed form the sediment basin when the design storage capacity has been half filled with sediment. Rock will be cleaned or replaced when the sediment pool no longer drains or if the rock is dislodged. Baffles will be repaired or replaced if they collapse, tear, decompose or become ineffective. They will be replaced promptly. Sediment will be removed from baffles when deposits reach half the height of the 1st baffle. Floating skimmers will be inspected weekly and will be kept clean. 8. 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. All slopes will be stabilized within 21 calendar days. All other areas will be stabilized within 15 working days. 9. Flocculants will be used to address turbidity issues. The pumps, tanks, hoses and injection systems will be checked for problems or turbid discharges daily. ROADS & DRAINAGE NOTES: 1. The streets to be constructed for this project are subject to the Department of Transportation Certification Program and Quality Management System Maintenance Version Requirements. The Contractor, at his expense, shall provide test results on 1) Subgrade, 2) Base and 3) Pavement. The Contractor shall insure that all construction and testing Is performed in accordance with the N.C. Department of Transportation "Standard Specifications for Roads and Structures", latest edition, 2006 Hot Mix Asphalt Specifications and Manual, and "Quality Management System Maintenance Version", and shall report the testing and /or core locations, test method, results and D.O.T. allowable rarge or tolerance, as applicable. Subgrade shall be tested for density and shall be proof rolled by the testing Engineer or the Engineer or Surveyor who will issue the Final Certification. Base and pavement shall both be tested for density and thickness. If Parker & Associates is administering the construction they must also praofroll the stone. Twenty-four (24) hour advance scheduling before proofroll. Testing far pavement shall be certified by either a professional Engineer or properly certified QMS technician and shall be in accordance with QMS criteria. Required thickness for this project is as shown on the plants. Note that thickness for widening or turn lanes is greater than that for internal streets. 2. Minimum Densities: Subgrade 100% Stone Base 100% SF 9.5A 90% S 9.58 92% I 19.0692% B 25.08 92% 3. Notify the Engineer or Surveyor, who will issue the overall Final Certification, of all phases of Roadway Construction 4. All metal used for ary type of catch basin or inlet shall be produced in the USA. 5. A minimum sight distance of 10'X70' shall be maintained along the right-of-way of all internal intersections. 6.20 foot radii at right-of-way intersections, 30 foot radii at edge of pavement intersections. 7. All culverts under streets shall be reinforced concrete per North Carolina Department of Transportation Specifications, unless otherwise specified arid/or approved by the Engineer and/or Department of Transportation. 8. There shall be no encumbrances within the NCDOT Right-of-way. 9. All materials and practices shall meet North Carolina Department of Transportation Standards. 10. For other detailed construction notes, see plan and profiles. lg s7 CS w/TR f--V \ { l % i ^(Section 2- ^ ( I `lion 2 II t I r -Block A f Place G � I� t/G /' /' \ 1 - .� ` ! I _ / � Jl Horne Piiace ✓ �� Place lock A ( `A B, 6, Pg. 82 Blink A ' Block A M.B. 6, Pg. 82 f R_2j7 Zone liofne Tract -. µ 5 tion BiB; Pg,A� r \R-20 Zone , � f / M.6.8,Pg.�2 J / { I 6 n I ! ne Placle R-20'Zore R 20 Zone Section 2( IIIB k A r \r r Section 2<-� ) Horns Place \ \ M.B. , Pg.4\ \ \ / / \ (� - ✓1) �,(( \ SectiorLti. ' Horns Place/ ) 1 Block A ? I R-2 Zonez ^ ✓ - "( J tigi j' Horne Place Block A N MISS Pg' 42 �^ •(o:�e p / Block A M.B. 8, Py_ 42 I R-20 Zone ) \ \� P ✓ Sector 2 I { Horne Place / Block/ ( I M.B. 8, Pg. 42 R- 8"Zore t - _ e \ 1 ),�M.B./8, 6. R-20 Zone J ) / ` / WrighisbprgPaoa M.B.IB�P�14L'� / �R-2p ZO ��' "�� ! ) Portion o/}hoctJ R-20 Zone -, \ (� �' ' �-� s \ `� r� i Wrightsboro Plazy ` \ M.B. 3Z, Pg. Z76 1 t - ( { ortion of Tract ` \ SC)Zone \ {) t� / t ,,�,( `�,- )�` • � 1 \ -' \ O � 1 b /Yr�32, Pg. 276 / � \ I \ � -. 3 Story , rsj 1 i l�sC zone 1� \ Re§itlence I l\ /Passnve Qp Space/ { \ ) Active *n CommbnArds#2\�✓ Space 5s Iv , / 0.91\ / t1 family ( i Common1- � 't�' 1.9t AGE. Design_= y(� Y-V J / Q etkrLs - t+ne.( rp) - (� hee17 of 31 ) i r 1 ! ✓' '� 7 Silt „ ( Fence kk -r / / �f. YIw/TRF ,. �_ \ \\ ( 11 �N ) .s.1/ /� ll� \� � Food, A- Chinese vaunt\ ! . Top 24.00 . . \ )'• \ / \ Wrigh Pi` \ 61 �W Ina 2 8 . 1 7d w r• / spy( I 1 }y e ( ,( \ \ \ , T ct�� /) / r \ •Y ♦ W f' W y N (p N %� A T J ( \ B. 3276 / 1. \ CB • 1 / To 30.25 P OF129.75 i 1 \ \ L�i r 26.75 ^\\,\, ;1 \��;�\�\\\\\�\\I{„r• f .. ,..r . f• ' 1 y') / ( ; � ? � i ! $x.Bui €, Irw.In25.31 Top28.90 \ t� - ( < ( ( CB Im.Out24.66.25.58 - \ 4Im 2043 \\�\\\\\\�\\\l \ -•f 1 J - CB / 1 F127.26 L$ Top 27.86 Inv, out ( 1- Lw. 24.26 t w/FEs > [T�op26.65 _24.4Top 27.00 _- -. (20.50 (• r ,, \ �0�1 Ina. Out Inv. In 24.27 r 68 „ U) Top 25.42 � ! �xr - Mi - -c s CIS # J'� A CB 1 Entrance : r� FI 24.92 - 2 - es- - Top 27.76 St. ( Top 29.45 ! O Im.21.71 1, 36' 1 - £; ^ FI27.26 I FI28.95 1 Ina. In 24.00 �( Ina. In 24.45 I, 1 O 4 Publictreet) �z IPF ) CB Stroi tFaked �\ fD ( 9h a Irn. 21.26 ('{-� Ina. 23.45 t9 Nl ® W - 1 ( ('. a To 27.88 C Curb & Gutter \ O I - Strip ntpr rr 1 \l P ) dwin Ihm\s Jr. aN o deDTlVe - K/ _ cs Pn FIv.18. /' B. 2Zone 719 -- Top 28.65 T�c� 11 Inv. Z� ) �d" Ennis r) ((I < \ B-2 Zone { O `� Ve1�S1 - s _ F1281 (! Nancy R. Ennis ) \ N2 - _ \ \ \ m" Inv.18.31 } 11 \ \ i.1�4 Pg.1768 CS N Top 2542 ! 5' Cona. To.. 26.82 ;\ Ina. Out \ Ina. Out \ '1, , (!i't ems-\" / (` 15 r1e✓ \ \ ) J 1 ^ �/ Al F1 24.92 Sidewalk P 15.07 / / Fl 26.32 18.00 .rS• Inv. 21. 1 ! Straight Faced Inv.18.87 '�- 0 Curb &butter \ >pF ! ater pond 1 i - _ - - J�..z �( 1 / - = \}t1� (� StornlW t 30 of all ! \ - _ -��- ,,,\ . F'- 11^ ) C / __ -_' `'\ --✓ ;,!� SCE\ , `� a� \ --"J�-�� .jd�En I. tnupJ& Jrr. l Open Space #4 "� _ - - 5ife'BencFimark �� I V \ � i � � 'SLR 1JTP jam\ J4'%/ S' I ! \ 4.�6 2•IDF �_• . p('�//�\\\\f// ! 4-Ad^ \' /TIFF r . ' Chadwick Ac is l Chadwick Acres' Chadwick Aces (( ,� I,j' '' // ` 1 ' f 4 A& t ; / / \ Chadwick dares J\ apart II \ Part I Partl I 1 L i ` /) ' ✓ ^ / ` < - t �! Pad II �N(.B. 5. Pg. \hM.B.5; 100 1 M.B. 5, Pg. too , 4 11 \\ (2-15Zone i{15ZorI ^ R-15Za r \ t1 ' ' 9 1 / ��7� \ MB.1, P 116 I \ ! )!e C 13 r I( . \ ! (�j 1 9 o CJ `\` .� \r.•, ��wi-"c-`� ' Chadwick j .� �� Chador ck ( Acres Chadwick LChbdwick I J - • - • ( ) ( A&M,-Pg. Zi cres -,(_ -Part I I / Acres / 'Acres Ghadwkk,t►fre� Chadwick Aces ` R-15 Zone- ` ,Pang„ I Part I I l 1pA1.t� f `-"\'dart I \ Part I / \ r, 4 �, p�R pig, lOD" M- M.R- Zone p_'`1 , ,l Ir MR 5rP 4 I M.B. 5, Pg. 1n 00_�-15 Zone \ Note: Contractor shall insure that he and all his workers (contractors, subcontractors and other site personnel) do not damage construction stakes or other measures used in laying out the project whether by the Engineer or another entity including those under the employ of the contractor. Contractor shall cause his workers to observe and verify to the fullest extent practicable that stakes, other measures and grades are, or appear to be, accurate and correct, and immediately, but prior to any associated work, notify the staking entity of any potential conflict, error or question regarding the work. The Engineer shall not be responsible if all of the above measures are rot strictly adhered to. The Egineer shall not be responsible where due to damage, his staking can not be verified. For critical or costly components of the work, where the contractor believes that staking may not be preserved, the contractor shall request the staking entity to place staking in an area where its preservation can be insured. Rev,11/05/15 BLD - Moved Sewage Pump Station, Revise General Note #7 Rev. 07/30/15 SLID - Rev. Pord Number, Revise Drainage Pipe Chart, Revise Notes, Add Stabilized Construction Entrance Rev. 06/05/15 BLD - Rev. per TRC Comments Tract Data Total Tract Area ..................... 95.15 Ac. minus Class IV Soils ............ 0.00 Ac. (100% Preservation) minus Natural water features .... 0.00 Ac. (not applicable) Total Development Area .......... 95.15 Ac. Acreage of Wetlands .................. 5.6± Ac. Acreage of Land in AE Flood Zone ..... 2.7 Ac. Number of Lots ....................... 166 Lots + 6 Open Spaces Minimum Lot Size ..................... 15,000 S.F. Minimum Lot Width .................... 801 Average Lot Size ..................... 10,788 S.F. Smallest Lot Size .................... 8,516 S.F. (Lots 156) Number of Multi -family Units ......... 72 Linear Feet of Streets ............... 10,332.8 L.F. Proposed Use ......................... Residential Existing Land Use .................... Undeveloped Water Service ........................ Cape Fear Public Utility Authority Sewer Service ........................ Cape Fear Public Utility Authority Zone................................. R-15 Performance Residential Density: 95.15 Ac. @ 2.5 Units/Ac. Total Units Allowed ............. 238 Single -Family Lots Proposed ..... 166 (3 Bedroom Single Family Lots) Multi -Family Units Proposed ..... 72 (2 & 3 Bedroom Apartment Units) Total Project Units Proposed .... 238 Area in Lots ......................... 41.11 Ac. Area in R/W .......................... 11.07 Ac. Multi -Family Area .................... 10.86 Ac. Common Area .......................... 32.21 Ac. Impervious Surfaces: Streets ......................... 337,057 S.F. Sidewalks ....................... 47,544 S.F. Building Rooftops ............... 43,246 S.F. Parking Area Pavement ........... 69,234 S.F. Multi -Family Sidewalks .......... 7,668 S.F. Total ........................... 504,749 S.F. Drainage Pipe Chart OUTLET AREA Q10 DIAMETER GRADE LENGTH HEADWATER RIM PIPE (acres) (cfs) (inches) (%) (if) Elev. Elev. L1 0.91 6.30 18" RCP 0.79 47 29.01 30.05 L2 1.14 7.87 24" RCP 0.51 75 28.50 30.75 L3 0.80 5.57 18" RCP 0.54 39 28.09 29.75 L4 2.06 14.27 24" RCP 1.44 145 28.77 30.38 IS 0.10 0.68 18" RCP 0.77 35 26.34 28.90 L6 5.39 37.34 36" RCP 3.36 36 26.33 28.95 L7 7.57 52.41 42" RCP 1.32 166 26.97 28.95 L8 0.68 4.68 18" RCP 0.72 36 25.77 27.26 L9 8.48 58.74 42" RCP 0.76 320 25.24 27.26 L10 6.79 41.50 2-30" RCP 9.08 38 26.77 N/A L11 7.07 46.12 42" RCP 6.03 36 24.12 27.38 L12 15.84 109.75 54" RCP 0.29 177 23.92 27.38 L13 15.84 109.75 54" RCP 0.31 78 23.40 28.15 N M13 3.17 21.99 30" RCP 0.84 173 22.95 26.65 M14 4.45 21.75 30" RCP 0.38 8 26.72 N/A < M15 7.62 43.74 42" RCP 0.26 31 22.03 27.00 t *•'" M16 7.88 45.52 42" RCP 0.28 36 22.06 26.32 N M17 8.08 46.94 42" RCP 1.19 73 22.04 26.32 "+ N1 0.48 2.00 18" RCP 0.28 36 22.54 24.92 aN2 0.77 3.10 18" RCP 3.53 74 22.54 24.92 N t� Z Q=CiA c=0.85 RCP = Reinforced Concrete Pipe tc-5 min. CFS = Cubic Feet per Second i25=8.15 in/hr. IF = Linear Feet FPS = Feet per Second ELEV. = Elevation NOTE: Site Benchmark 1. Contractor shall use invert elevations shown on plans for construction. Grades shown above are rounded. Nail in West side of 30" Pine Elevation: 31.0 (29 Datum) written on existing stake Current Survey - Elevation ICar Wash 29.95 (NAVD '88 Datum) WrightsboroPaza Tract E M.B. 32, Pg. 259 I n rrtLegend -+ ISC Zone z ►►►�ttr+++ 1'D Ac. - Acreage n "I � AS - Above Ground L B-B - Back of Curb to Back of Curb � B6 - Below Ground ■ CB - Batch Basin O Comp. -Computed Point N0 Conc.- Concrete Kentucky Fried Chicken I W I WrightsborD.B. -Deed Book o Pain Tract D FES - Flared End Section CB M.B. 32 Pg. 259 FL - Flow Lire T0 31.00 SC Zone GL - Ground Leeel FI r30.50 27. Inv. - Invert Ina. 7.50 _ O IPF - Iron Pipe Found M.B. - Map Book Ke1T NI - North Carolina Secondary Rood 1 � Nosh QPKF-PKNailFound Ll Avenue pg. - page NC,R 13U R/W - Right-of-way a SDMH - Storm Drain Manhole \ \ •� 6L TRF - Temporary Rock Filter CB 1 1 Typ. - Typcal Top 31.25 I ■ YI - Yard Inlet F130.75 McOonalds 1 30.88• Edwin I. Ennis Jr. Concrete ).38 In 26.75 C/O Dennis McArderson D.B. 5136, Pg.1331 ,' S i _Existing Lot Number 26 54 B-2 Zone - I Flow Arrow Lot Number Strip center Edwin I. A Nance R. Ennis I x 2® - Proposed Spot Elevation B-2 Zone I IL1 -Pipe Label Wetlands Hatch Existing Ditch I ---a--•- - Fe =+ .. Proposed Ditch/Swale e us - Underground Utilities ---------- -Wetlands Lire General Notes 1. Topographic information was created from a combination of (idar elevation data obtained from The N.C. Flood Mapping Program, and ground topographic survey by Parker and Associates, Inc. dated April 2015. 2. Boundary information taken from partial survey by Parker & Associates, Inc. dated December 2014. The remaining boundary information for the portion of the boundary that was not surveyed was taken from record map in Map Book 53, Page 346. 3. Development area is undeveloped. 4. All easements to be drainage at dimensions shown, unless otherwise noted. 5. 10' utility easements along all street rights -of -ways. 10' utility & sidewalk easements along street rights -of -ways where there are sidewalks. 6. There are no Areas of Environmental Concern (AEC) as defined by Coastal Area Management Act (CAMA) on this site. i 7. Original Wetlands line delineated and Surveyed by Withers & Roverel. Current Wetlands Line Taken From Original Map, New Delineation by the U.S.A.C.E. and Surveyed by Parker & Associates, Inc. in March 2014, Delineation and Map approved by the U.S.A.C.E. on 10/21/2015 and expires 10/21/2020, unless there is a charge in the law or published regulations. B. For additional information, see plan and profile and detail sheets. 9. The developer is building houses on all lots. The typical footprint shown is to denote driveway and house construction. The actual size and location of the structures may vary. 10. Flood lines drawn from an electronic overlay of the digital flood map 370168 3129 J (New Hanover County) effective April 3, 2006. 11. All development shall be in accordance with the New Hanover County Zoning Ordinance and Subdivision Regulations. 12. All streets to be dedicated as "PRIVATE BUT FOR PUBLIC USE" and maintained by the Homeowners' Association unless otherwise noted. Design will meet N.C.D.O.T. standards for subdivision streets. These restrictions shall be included in the Homeowners documents. 1) No Gates 2) No Speed Bumps 3) No On -Street Parking 13. All common areas, inclusive of recreation areas, shall be dedicated to and maintained by Homeowners' Association. 14. Street lighting shall be provided in accordance with Section 52-9 of the Subdivision Regulations. 15. Tract has been timbered. There are no trees within the proposed rights -of -way. 16. Stormwater monagement shall comply with both New Hanover County & N.C.D.EN.R. storrawater regulations. 17. All telephone, electric, gas, and television service lines shall be installed underground. 18. No construction shall commence until a permit is obtained in accordance with the New Hanover County Soil Erosion & Sedimentation Ordinance. �t►►1►1! /!// H CAROIi��. .o�£SS%0 0 aI SEAL Field Book: Field Book: Riverside, Pg. 1-41 Disk Name: Acbe #2540 Filename: Riverside-6endwg Job No.: S140409-5781 Erosion and Sedimentation Control Notes: 1. Clearing or grading operations shall begin at low points of outtall release or other locations where sediment control measures are shown on the plan and the sediment control devices (sediment traps, silt fences, diversions, stormwater treatment areas, etc. shall be installed before or simultaneously with the disturbance of any area draining to the device. 2. Sediment control devices and structures shall be installed, maintained and amended as needed to provide effective control of accelerated erosion and sedimentation until the contributing watersheds are stabilized. 3. Construction Sequence: A. Notify Engineer, owner and Land Quality Section prior to beginning construction. S. Install stabilized construction entrance at all points of access. C. Limits of clearing will be as shown. Owner may lessen the amount to clear. Confirm prior to start of work Silt fence shall be installed at the down slope edge of clearing immediately after a lot is cleared. Silt fence shall be maintained until the lot is stabilized completely. Silt fences are shown based on topographic information in the locations expected to be needed to trap sediment prior to entering down slope areas. Actual locations of installation shall be adjusted to the actual physical on site topography. That is, where silt fence is not shown on the plan but the actual topography reflects a downward slope, silt fence shall be installed. Where the actual topography reflects an upward slope silt fence is riot required. D. Clear & grub entire area within the clearing limits as shown. E. Strip topsoil & stockpile for later use. F. Complete Stormwnter Ponds. Construct drainage swales. Install storm drainage piping. 6. Immediately seed, mulch and install temporary liners to all swales. H. Rough grade streets. I. Install sewer mains. J. Install water mains. K. Maintain erosion control measures as needed to assure full functionability. L. Fine grade street. Place CABC over compacted subgrode, Install curb and gutter. Install asphalt surface course. M. Reseed and mulch shoulders and swales. N. Provide ground stabilization (Temporary or Permanent) on perimeter areas and slopes greater than 3:1 within 7 days following the completion of any phase of grading or construction; and 14 days for all other areas internal to the project. 4. Seedi�S�cifications: Apply lime and fertilizer and work into 4 - 6 inches of soil. Seed mixture shall be distributed uniformly and covered with a clean straw mulch. All mulch shall be crimped or asphalt tacked to hold in place. Material and application rates as follows, and are generally considered minimums. *Mulch rate to be doubled is crimped*: Material A lication Rate Lime 3000 lbs. ac. Fertilizer (10-10-10) 750 lbs./ac. Mulch 2 tons/ac. Asphalt Tack 435 gal./ac. (Max) Permanent Seeding Common Bermu a (Unhulled Sept. 1 - April 1) 100 lbs./ac. (Hulled April 1 - Sept. 1) 75 lbs./ac. "Rebel" Fescue 50 lbs./ac. Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac. German Millet (April 1 - Sept. 1 only) 50 lbs./ac. Tem�orar eeding Dec. - ApSr1 Kobe Lespedeza 50 lbs./ac. Rye Grain 120 lbs./ac. April 15 - Aug. 15 ac. German Millet 40 lbs. e / Aug. 15 - Dec. 30 Rye Grain 120 lbs./ac. 5. Once all areas have been stabilized, contractor is to remove temporary erosion control measures, regrade, & mulch to restabilize these areas. 6. See this sheet for New Hanover County Maintenance Plan Requirements and NPDES Stabilization Time Frames. 7. For additional requirements, see the approved erosion and sedimentation permit. General, Grading, Drainage, Erosion and Sedimentation Control Plan 0 50 100 200 300 FEET 8T E eSiatesdPConsulting Engineers - Land urve- LaIanners P.O. Box 978 - 28541-0976 908 New Bride Street - 28540 Sheet 5 of 31 JacluonviHe. North Carolina Phone (910) 455-2414 - Fax (910) 455-5441 RIVERSIDE DEVELOPMENT PERFORMANCE RESIDENTIAL DEVELOPMENT Cape Fear Twp., New Hanover Co., North Carolina Owner/Developer: Clearly Development, In EGEWE 100 Carolina Plantations Boulevard _ Jacksonville, NC 28546 F a (910)455-6956 h y DATE: 05/08/15 GRAPHIC SCALE: 1"=100 SCALE:111=100' n Site Benchmark Legend swale with Am Swale Calculations Chart 0 SDMH - Storm Drain Manhole TRF- Temporary Rock Filter Area Q10 Slope Velocity Ac. -Acr Acreage Section (acres) (cfs) I%) (bare)(Yps) AG - Above Ground Typ. - Typcial -7----1- H-T7-- B-B Back Curb to Back of Curb ■ YI - Yard Inlet 2 - 2 0.75 2.7 0.57 2.5 - of 3 - 3 1.67 6.0 1.17 4.5 BG - Below Ground r CB - Batch Basin sissmismamill= -Concrete Q=ciA Friction Factors O Comp. -Computed Point .-� 5,1 - Existing Lot Number re tli i25=8.15 in/hr. v=1.49 Rat/3 sr1/2 Conc. - Concrete ` n D.B. - Deed Book Note: i- - Flow Arrow 1=. ee grading plan for section locations. FES -Flared End Section 2. Sections selected are worse case sections. FI FI L'a 3 L•a b tt f 11 dit h d ' - ow re 31 Lot Number eracan 6L-6roundLevel Excelsion Curlex Blanket. Inv. - Invert r Son 2.- l x -Proposed Spot Elevation / Block la t I' \ p 7PF -Iron Pipe Found Horne Plac \,,//<jj �tio 2 M.B. -Map Book K - Pipe Label f _ - ��} 12 r (� \ M.B. 8, Pg. 421J'^ Horne P - I _ Section k� R-28 Zone' I NCSR -North Carolina Secondary Road � 13 h ( I Block )1 Q PKF - PK Will Found I . Swale Section _ ' 9 age 1 /' ' 't 5 ' 14 & ction d (-Horne Place J Clearing Limits R-20 Zone P . - P �) " / _ ' Horne Plate R/W - Right-of-way Y T - • _ ._ r J J J , 1 •r, - ` _ Section 2 Bloc ( / 6.18, P A 42�> at Pro Line g -waY Wetlands Hatch = -- 1 . Section 2 Horne Place K4 I 9 \ RCD -Rock Check Dom -Y -+- Craig S. d Suzanne S. Spell / 'i / \ I M.B. $, P . 42 I 0 Zone g Pe Horne Place Block g \� `Q)I - - - - -Existing Ditch J -) D.B. 5553, Pg.1907 „ orre Place Block A M.B. 8, Pg. 42 (J Zore -o o- o - Fence Line r \ .- J ` { R-20 Zone {( iY t 'Block A� k I M.B.R-20 Zone 2 I R-20 Zone J _/ J -- --»----- - Proposed Ditch/Swale James . 6 , ` } M.B. kPg.41" _ / _ ••• �- -. { 2 . \ us - Underground Utilities I / -' \ gar ill Sylvia M. Pe beaver Dam�L Clearng Limits �.) R 20,\Zl rIDF / - ✓ �•-�-_ \ • \ 1 D I JV _Wetlands Lim ! / \ .6.1378,Pg. at Line - ` Edna Suggs Glenn } D.B. 4010, Pg. R-20 Zone La `e /-- \ 1\ - - - - RCD \� 58 59 f t 9g ' R-20 Zone _ ... _ I D.i9801,Pg. 292 I• 45r\ �jh \ ''-- _.;,�_�,• -zs-- Dw.In / CBw/TRF -- 1 1 / Reerecca Nixon Wlrelow ( `{ } j 20 Zone P \�- ` ,. t'l\. 30 ' .,�.�e=' 24.00 .7 CO Top 25.24 - t D.B.1201,Pg.1838 ( ) V , }/ @0.8X � RCD ..•may... \,'t �, 25 x Fl24.74! R-20 Zone , d 3:1 e 1 \ / 6• ZNI Inv. 21.24 �1 Thom r estonh Rebeea i Io1�`f i `vim � \ Clewing Limits j @08% Inv. 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(\ ��- �" T 25.88 Top 23.68 � O / \` / �* t � ` _ _ - I�1 _ / / i aP 72 (f D j�`V O \ Top26.00 \, Inv 21.78 71 / h } ti (/ (/ \ \ \ \ } \ ! I � �- / �. --- 27 ) O / � \n ' CBw/TRF �.�+�• � FI 25.38 � O 65 /mnmot(Area�B \ 28 \ �/ (� - g_g T 25.42 / 1 r fords N �\ 112 111 FI24.92 D 7a • D3 \ 75 O O - �� Si walk \, Ai 661'( \ 29 zTRF Inv. 20.82 � ��i / / L v 1 �.. / _/�� ^� \ ., / O P 75 I CB w/TRF ^+ u . I ) ( \ CB w/TRF _ i r . - \ .\ f 139 3 / - 110 j 109 O \ To 25.45 ' O CB w/TRF ', :.. Cg w/TRF , I J } (- \ ( ( \ / Top 21.53 \ 4 1 140 )\ r\1 x T 23 47 \ \ \ SDMH , / 70 Top 25.60 ` ` w , i 07IO W 151 \ J/v , ' / aP \ 108 w/TRF CB w/TRF F124.95 �� / \, > / `- -- \ �, �) { 1 � (,� g � M � Fl zi.o3 \ F2 I 1 a7 O O -- / T 26.10 To 25.45 / / \ \ _ % �� :' i / aP p � i Inv 21. / / ' YI w/TRF FI 25.30 ; �. F125.30 � \ \ Top 23.58 - i 116 Irw. 21.48 FI 24.95 \ Top 25.50 � Im.19 90 - `1 Inv. 20.05 ; 67 A 11.`.1 c9 w/T W / / 138 CBw/TRF i Inv. 21.66 I \ � 69 I \ ( � `� J f •• tip ter`\t\ ��; �e P v-3 / �. Inv. In 25 Inv. l 3 � 141 \ Top 21.91 ( � / � � � , I• \ 24 'By} \ 153 150 Top 23.50 Inv 16 7 Inv 16.91 J YI w/TRF I �O YI w/TRF �� 68 pp N CB w/TRF Inv 1 24 ( E6 1 } T 25.'b0 >v . ( To brain ro 25.50 Top t ( 1 To 24.03 117 O Top 23.28 99 - / v � ^ ° � � /B-B J 1 P O (\ Y Y °\ moo- < ) / Kl �- I / 1 FI23b3 \ 137 ( 3 28 j 100 703 S-ej 77 ( f ^.. �. s Area O F4 Q O O O ComForenPace °'' $ \ YI w/TRF i /� To Drnin to YI / 154 G 149 Im.18 r_ 1, �� f 98 101 (3? o / Active n 5 y 1^° / / O E i } 24' 102 CB w/TRF rrJ : 5. 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Y\\` 1 � � � g_g Top21.34 18 \ Im.18.22 6•- 8 ) \ •.\ vJ 1 ( ` )� / \s / . -/ Im.In 14 / 13 9 � \ / �- \Y` � Y Y Y Y V 1 fl 20.84 I RCD To Inv. 30.50 Installed J415.19 I r ) I n9 i Y/ Y Y 3:i Swale @ 117X 12 Pror:de ►�" \ ' - ((� -' T 24.40 Im.Out Y P While Pond Y /Y' � 0.52•✓° ` \ ,.zs-/ ..�" \ � \ /'I �.( `, PP •Y s �S_. � Provide Liner �.. •°l j C Y Y l- Y- / /' / I / / ap is Bet Bulk Silt ' / \ 3-1- Inv. �S•% �1C/ 3 / �'r / / 1 a` AL, t Y y\ \ Y S { \ Y i / / / 13.35\I emporary Fence y� \ Unu 1 I �7) �..ChadwickAges 1\ �' / / Grlt . / Diversion Swale } ( / Y Y I C Bari 1 ) / I Cbmmon A #6 \ Sewage Pump n Caring Limits I / / \ 1 hi 1 g P < property 1 29� ' ^'Chadwick A- / \ l \\ / 10.0 •..."�"" at Line 1,. o � Y \ � ' /• =+a ( � �• } \ 1.0! Ac. \ f fl � -•' M2.5, P 116,�� " \ v `�1 6� � Y Y Y Y Y � � ( \ % , 1 s\Y Y / I I f 1 I•Y ' \ '� \ 1 \ y Y *(See Sheet 19han 31) Y Y / Y •. " \ J -` s , '{' ` - J "1 Glj j / ) 7 Y\ I \ 5` Y Y Y IN' Y Y Y Y 31 V } W.YVwick A(:rai } < _ ( \ I / N,ater I ( \ L caring L mils v I I ` _ . \ r Z \ 7 Y ) / Y \� I / / StorTm / ( \ , at Silt Fence �' a8 i 33 Poet II 1 a \ \„, / \I e��r'• } O G \ dwickAcres p j�,p -r5Za 1 ^ CA it Y) J+( rY - G. �. f / l �t / I Y (W, \We la�$ •Y 'Jy Y Y Y / / 1 - 1 r l I d#1 / I IW L' Y\ Y "l Y Y Y Y Y VO f /�✓ d \ / Y -•. /� / I Pon ( {�• \ Ne�1'P•) \ -- - I l _ ' Chadwick Acres art II r ✓'� `E / Y Y j / I / \ of 31) 1('} \ \ _ \ ) 37 r < ' Chadwick Acres tJ G� ( V \� ) \ t 3t ex. silt Y ( ` \ \ \ \ ' ^Y Y Y Y / I ; _ / Part II MR-IZDI e d f� �\ ( / \ .`\ Y Y lam/` / } s �c � 't l j I ( \ (see Sheet /� Y w \ ` 1 V Part II liQ A _ y( � Disturb J_ `. � ' Chadwick Acres � 5 1 \ \ {i J \ ( W Y~ Y \ Y\ �1�. �\ / / f •Y \ - •\ 1-1-` ' ,� WCt1YlRIS art II-RhSione c �-- -, ✓ ,.. ._/� ( . 2t' Adj. Clad 'ck Ac J f / / •r.. (Y Y '•f / li (off` \ '� Daniel. -one �14, Y t � Y, .}/i /k Q r0 i ` l - ._. `. 1 \ � \ \t \\ \ 4� \ i I/. l_ �' I' Adj. Chadwick Acres\' D.B. 496A'pQ J ` a` i' •-- All'. Chats ' k Acres- D L J p j wnc Rachel 2 -�� I CAR///// (f' � 8k1ce1i: ewr Er \ tip} W Y ( �: % I \ �� - �/ \� {\ 1 f Ailiah I \\ % I V rc \ + S \ 1 (� \ ! _ at �\\Adj. r\hadw �Vcar)a.aean �Pe"- / _ R-15 Zone t / -- �Q"� • • • • • �� i \ Re rust \ } J `a \pY \ , \\ I �' / l �(^ \ r 4 B 1212'P 175 V , '- - D P• Chart O .'COS/� •'try Vicinity Sketch Not to Scale 0 \ a ''i:t�\( Provi Liner U 0 1 ® f9 O fi N2 O r0-t+ 0 Grading Notes 1. All Catch Basire and Yard Inlets to Have Temporary Protection From Erosion Sedimentation Seet Details. 2. See Sheet 5 of 24 For Erasion Control Notes. 3. The Storm Drainage Collection With Pipe F3 and J5 is a Critical Elevation. Please Refer To Plan Sheet 17 of 31. the Sewer Main is Located Under The Storm Drainage With Minimal Seperation. / Q j.Cft qr enn rr i _152Dre Taina e 1 = - Y �+ °dww�.ck _ \ ` - g i �. �° : s General, Grading, Drainage, Repair Existing Si ,'RoHert/1. Chddwick Jr. 6 D. 34 P R - \ OUTLET 4 SEAL R-20 more 41 �\ Y\O : '� f \ o ,' j _ Fence as fired ` �� / "• Cho�J+'Kk A� \06and E. Chadwick 1 - - -R-WZane AREA Q10 DIAMETER GRADE LENGTH HEADWATER RIM ( obert A. Chadwi r. i 34978 _ Erosion and Sedimentation Control Plan ( Y \� \ ` s 1 \G \ 8 i A ' Chadw' Acres � ;-`k- 0.$.1645 Pg.•796- _ PIPE (acres) (cfs) (inches) (8) (if) Elev. Elev. 1 r ( } Y Y )Y !w \ \ . \ , S Chadx" . / R-15 Zone H3 -17.. 3� T�T4 R P a�0 '3T7 23 6C F�T6 tGQ _ \ \ Bennie Bass r. - �°r �' �' -'Drainage Pipe Chart ' F Adj. Chadwick Acres _ 1 IZ�M,Wy �.�16457fi-M _ / r., H4 1.67 6.80 18" RCP 1.14 50 22.63 N/A -,�, • N�I_�+E , RIVERSIDE DEVELOPMENT ' �1 H5 3.16 12.87 24" RCP 0.31 36 20.22 21.72 1-15 zone OUTLET . PERFORMANCE RESIDENTIAL DEVELOPMENT l .\ �1� � l , Don Sigmond3- _ �-Dr_B1gj�, P . 40 \ 0 \ \ \ 1 I �. / ! 1 AREA Q10 DIAMETER GRADE LENGTH HEADWATER RIM H6 2.39 17.52 30" RCP 0.30 160 20.12 21.72 ////�'4' 1 J \ \\ Atl . ChadwicR71 } )x^ Ill t 11 �anaeFvB:S�h, � -' 1Y-15 Zone H7 22.39 81.11 48" RCP 0.30 263 20.63 24.00 Y ti i / PIPE (acres) (cfs) (inches) (8) (if) Elev. Elev. (. �' C / \ \ J �0 i I I �I \ } 05 0� �� `�b�,�Su6a(u 'rer�- �(-� V'B.'i66�, PT.. 1377 ( = - 6-1'B�rZF �30 �3 +13--dT '�]--9r I1 1.34 5.48 18" RCP 1.24 143 22.57 24.25 \ ( ) I (` _ . / } } \g�a \�\� t 6 / 1f15 Zone D3 0.83 3.40 18" RCP 0.46 63 22.92 24.95 I2 1.59 6.47 18" RCP 10.23 52 22.22 23.20 Cape Fear Twp., New Hanover Co., North Carolina f I D4 2.82 11.51 24" RCP 0.31 58 23.46 24.95 I3 24.65 89.2E 48" RCP 0.40 300 20.36 23.00 ^ L \ I / Ad' adwi6k Aau I (} i \ �135'L°n4 _ Drainage Pipe Chart " I4 42.37 138.11 54" RCP 0.50 162 20.90 23.00 Owner/Developer: a \ \ \ \ j"� I / ( \ ) 4 DS 2.82 I1.51 24 RCP 0.30 218 23.28 26.10 Robert A rhadwiEk fr. , f \ \ \ _ OUTLET El 1.40 5.69 18" RCP 1.40 184 25.87 N/A 15 43.30 141.16 54" RCP 7.61 36 20.29 20.84 Clearly Development, Inc. � ' Syl B. Y,h ck\ �\ �\ �\ it 0.41 1.69 15" RCP 0.50 22 17.19 19.39 Q=CiA \ AREA Q10 DIAMETER GRADE LENGTH HEADWATER RIM E2 2.05 8.36 24" RCP 2.97 37 23.39 24.92 D.. ht9,Pg.951 J2 1.11 9.54 18" RCP 1.11 35 17.42 19.39 c=0.5 ( } t PIPE (acres) (cfs) (inches) (8) (if) Elev. Elev. E3 5.48 22.33 30" RCP 0.30 162 23.31 24.92 1000arolinaPlantatioraBalevard =5 -M �4T 2T.T� E4 6.90 28.10 36" RCP 0.25 135 22.77 25.50 J3 2.03 8.28 24" RCP 0.38 53 17.30 19.39 tc=5 min. Jacksonville, NC 28546 ` \ - A2 2.18, 8.90 24" RCP 0.25 181 22.36 24.00 E5 7.33 29.88 36" RCP 0.25 205 22.56 24.75 J4 3.04 12.41 24" RCP 0.37 135 17.62 19.39 i25=8.15 in/hr. (, A3 2.74 11.17 24" RCP 0.30 127 22.18 26.00 E6 8.05 32.80 36" RCP 0.25 75 22.26 23.47 J5 46.52 151.67 54" RCP 0.53 95 18.28 20.84 (910)455-6956 5. Note. A4 3.51 14.31 24" RCP 0.42 36 22.29 25.30 E7 8.50 34.66 36" RCP 1.74 136 22.22 23.28 K1 0.82 3.35 15" RCP 0.35 139 19.10 21.03 RCP = Reinforced Concrete Pipe A5 4.21 17.16 30" RCP 0.20 44 21.88 25.30 F1 0.91 3.72 18" RCP 3.34 116 24.61 N/A K2 1.64 6.70 18" RCP 0.45 308 19.15 20.54 CFS = Cubic Feet per Second Contractor shall insure that heard all his workers (contractors, subcontractors and other site personnel) do not damage construction A6 4.21 17.16 30" RCP 0.20 140 21.79 26.10 F2 2.22 9.06 24" RCP 1.06 273 21.23 23.23 K3 1.87 7.62 18" RCP 0.55 132 18.01 25.50 LF - linear Feet GRAPHIC SCALE: 1"=100' stakes or other measures used in laying out the project whether by the Engineer or another entity including those under the employ of the Bl 1.52 6.19 24" RCP 1.09 195 25.23 N/A F3 11.14 40.34 36" RCP 0.43 28 20.35 21.41 K4 1.87 7.62 18" RCP 0.55 94 17.28 23.25 FPS = Feet per Second DATE: 05/08/15 contractor. Contractor shall muse his workers to observe and verify to the fullest extent practicable that stakes, other measures and B2 2. 69 8. 96 24" RCP 0.26 38 23.51 25.36 F4 10.21 41.8107 15" RCP 0. 50 128 21. 48 21.41 KS 2.83 10.5459 30" RCP 0.31 36 16. 64 22.13 ELEV. =Elevation 9� B3 2.69 10.96 29" RCP 0.25 142 23.51 25.3E Gl 0.21 0.87 15" RCP 0.50 28 21.48 23.57 K6 3.83 15.59 30" RCP 0.30 132 16.64 22.13 N1 0 50 1� 200 300 are, or appear to be, accurate and correct, and immediately, but prior to any associated work, notify the staking entity of any potential cordkct, B4 3.58 14.59 30" RCP 0.98 192 23.20 25.50 G2 0.36 1.48 15" RCP 0.50 162 21.39 23.57 K7 4.66 18.98 30" RCP 0.30 203 16.53 23.50 NOTE: SCALE: inn-10V r error or question regarding the work. The Engineer shall not be responsible if all of the above measures are not strictly adhered to. The Enjneer• shall B5 8.75 31.69 36" RCP 0.25 208 22.23 25.50 G3 1.22 4.98 18" RCP 0.31 118 21.09 23.00 K8 5.53 22.52 30" RCP 0.36 121 16.29 24.25 T-�ntractor shall use invert FEET not be responsible where due to damage, his stake can not be verified. For critical or cost components of the work, where the contraactcr believes Cl 2. 36 9. 63 24" RCP 1.46 36 22.64 24. 68 G4 2. 61 0. 65 24" RCP 0. 30 40 21. 08 23. I8 K9 6.74 31.38 30" RCP 2. 68 107 16.56 22. 90 elevations shown on plans p a9 staking ty Po C2 2.36 9.63 24" RCP 1.46 142 22.64 29.68 GS 2.61 10.65 29" RCP 0.30 231 21.08 23.08 K10 6.74 31.36 30" RCP 2.68 107 16.56 22.90 for construction. Grades parker &Associates, Inc �ylns $aayq� that staking may not be preserved, the contractor shall request the staking entity to place staking in an area where its preservation coe n beinnured. C3 11.92 43.17 36" RCP 0.40 236 22.74 25.50 G6 3.88 15.82 30" RCP 0.30 136 20.56 24.50 Ni 0.48 2.00 18" RCP 0.28 36 22.54 24.92 shown above are rounded. C4 13.84 50.13 42" RCP 0.25 136 21.43 25.50 G7 4.27 17.41 30" RCP 0.97 29 20.28 23.49 N2 0.77 3.10 18" RCP 3.53 74 22.54 24.92 Consulting Engineers - Land Surveyors - Land Planners Rev.01/15/16 BLD - Revise Pump Station Location, Swale Behind Pump Station, and Inv. at Pipe K9/K10 C5 14.62 52.96 42" RCP 0.30 33 21.28 25.40 GB 4.70 19.14 30" RCP 0.51 136 20.16 23.53 P.O. Box 976 - 2BUI-0976 - Rev. 12/15/15 BLD - Revise Pond #1 Contours To Tie Into Existing Contours C6 15.03 54.43 42" RCP 0.30 215 21.28 25.54 G9 16.98 61.52 42" RCP 0.93 225 20.43 23.50 Field Book: Field Book: Riverside, Pg. 1-41 S0 New Widge Street - 28640 - Station, Adjust Silt Fence and Clearing Limits Line C7 15.64 56.65 42" RCP 0.35 57 20.79 24.50 Hl 0.56 2.27 15" RCP 1.04 24 23.28 25.45 Disk Name: Arad #2540 JaClooavllie, North Carolina - - Rev. II/05/15 BLD -Moved Sewage Pump 5 a9 Sheet 6 of 31 Rev. 07/30/15 BLD - Rev. Pond Number, Add Swale Chart, Add Swale Labels, Revise Drainage Pipe Chart, Revise Grading Note #3 DI 0.72 2. 94 18" RCP 0.26 61 22.71 24.95 H2 1.18 4.81 16" RCP 0. 55 166 23.89 25.95 Filename: Riverside-Gen.dwy Phone 910) 455-2414 - Fax 1910) 455-9441 Rev. 06/05/15 SLO - Rev. per TRC Comments Job No.: S140409-5781 Firm License Number: -0108 i Legend Ac. - Acreage B-B - Back of Curb to Back of Curb BG - Below Ground fL- Centerline 0 caty - Cnble TV Box i--�-\-� ■ CO - Catch Basin r 10 r r 9 r r 7,1 r 6 r cmp - Corrugated Metal Pipe - - - - O Comp. - Computed Point Section 2 Section 2 Section 2 Section 2 Conc. -Concrete Horne Place r / I \ Horne Place I Horne Place I Horne -place c Corrugated Plastic Pi Block A ( \ \ \ Bl8- A ! Block . J Block A PP - `B 8, P 42 I III / 1 M$. B.'Q9.42 / \ I M.B. 8, Pg. 42 I JM.B. 8, Pg. 42 D.B. - Deed Book /M' ; 9• / I I F-20 Zcne I / - � _ R-20 Zone: t R-20 Zone ❑ eeb - Existing Electrcial Box / R-20 Zone / I 'f7 eop - Edge of Pavement _ I \ i LI /} Clearing Limits G ^ ( I ex. - Existing ` I I / / / - - - - at Pro ery Line FES - Flared End Section FIFE - Finished Floor Elevation / 6L-Ground Level �••� `/ / e2a a su Fn s" w Iva T; ¢s F aa(� r7v ra ca ea s1, .sa cm a's.sa. Inv. - Invert 0 IPF - Iron Pipe Found M.B. - Map Book Pg. - Page R/W - Right-of-way RCP - Reinforced Concrete Pipe a SDMH - Storm Drain Manhole Typ.- Typical / ■ YI - Yard Inlet 9z9ERMU9= - Concrete 1 •,° Y/ WA O'bumpster 11 5�r - Existing Lot Number i�xia;l Pad III ( " \ 1 \ Enclosure 29.15 �.- - Flow Arrow - Lot Number Al Pipe Label x 3 8 - Proposed Spot Elevation/Flow Line Elevation28.7 CB (Unless Otherwise Noted) x Top 27.75 r2-8-MI Ina. 22.55 x 28 60 -Proposed Top of Curb/Sidewalk &Flow Line Elevation (Unless Otherwise Noted) \ \ 1 \` \ \ \ I [ ] - Wetlands \ nsf� - sf sf sf \ 29Dsk - n: CB ---- ---ExistirgDitch I /�-.� W W-•�• +mrr4it,�To - Fence Line I / W W W .- _ _ _ \ IN, \ \ 28.33 CBInv. _..._..__ - Proposed Ditch/Swale \ / 6e / W W W W W r ' w ': v \ \ !Top 27.75 P. us - Underground Utilities I �- W W W W W W W W W W \ I 28.7 Ina. 22.00 \ - -..-..-..--WetlardsLine : It8Unit I M4 W W W W W W - \ Gara/g'e./Starage et({nVd1s W W W W W W \ } Building 29.0 W W W V W re (Typ-) W W W W W V \ \ 1 / y� � W W W W W W W W W W W W W \\ 2B.B t. _, •. �. S-,.: _�� 5' CID 29.65 •• W W W W W W W W W W W W Lop26.00 v Inv. 24 6+/ W W WW W WW W WW W WW W WW W WW W WW W WW W WW W WW W VW W WW \ \ \ \ \ \ ✓ / 22 9..6155 i _ III/ I �I•..�'I I I'' I i i \\ \\\\ \\\\\\\\\\\ I tl W W W W W W W W W W W W W W V {.�- \\ \\ Top27.75 64 / (i i) I 1 I I I I I III /. \\ \ \ \\ \\ \ \\\ \\ \ I\ •�{• W W W W W W W WetlandsWWW W W W W W i `. I \ } Ina. In 22.38 _ `t• 0.84s W W Ac.W II ( W W W W W W W W W W W \.:;\lei\`-'\k�I I / III( Ii IIII S I I I \\ \I / j •'\ II I^G,l'Il II II III I I I \\\ V»v ' I I II \\\ \\\\\\\\\\\ \\\\ \\da\ W . WW WW WW WW WW WW WW WW WW WW WW WV WW WW WW I i 3Story 29.6 till\II IIII 24 Unit .- - • \ Il} 1111 A\\\ \\\ V A\ \V A VAA \ t I T Residence 29.15 y 1 W W W W W W W W W W W W W W Q/� �- '•\ 1W II11 \\\\ \\\\\\\\\\\\ \\\\ -•\ W W W W W W W W W W W W W I I FFE JV.19 II I`n:III I I I \\\ II \ \ I I \ •., IIII'w.Il II, } A V1AI I1I I111 A\\\ VA\VA\VA\VAA VA\V'g,, 65 Ii I'I %\\ \\\ \\\ ° \V\P. \-V \\ • \\W )\ \ W\\\Y. `�W WW W-W.1• WW\WW .WWW WW WWW WW WWW WW WWW WW WW W WW .y-/W /W ( j B \\W W W W W W W W .. Top 27.75 I \n 22.38 2\Inv. I\ Iny.2o.90 \\\\\ \\\g� 60\\ \\ \ 2M IW W W W TIVI 1 29.1 6'cmnbinai 11 9t.� 295'Co. 28.6 urb/Sdewa II1 } 28.6\ t III 11 I \ \\ \\ \ \\ "'Is \\ '� I Sidewalk \ - .:1 = ' ;=-;�•..` �;:,.:; ;-:1.. • . /II1 III } I I III Ill III 1 1 \\ \ \ \ \ \ \\ \\\ W W W W W W \ H/c / Ili III I,1 III ;Ill'Il � � Pe �. 1 Ramp 66 1I Ill ' \\`\\\I \III\\\\\\\� 1 IIII III III 11 \\ W W /W p'wn \ / \ \ \ I \\\ \\\\ \ \\ \ \\\ I I I I I I I I \ �> \ W / - I • I I \ a\ I \\\ \ \ \ \\\ I I I I I 1 I I III I (I I ! \ *� \ •- I ! -. 28.8 CB \ 2B.z2 I e\ / rap2zgo -:..'_ 28.8 29.0 _ 29.0 Im.23.45 29.0 II III :;III IIII 1 \\\\\\\\\�\\�\�I I IIII IIII I �\� \ \ \\\\\� \\ I /&' Dumpster I \\\ \\ \ I III I i I ` \ \ \ Pail & �I sf 28.00 Site Benchmark Nail in West side of 30" Pine Elevation: 31.0 (29 Datum) written on existing stake Current Survey - Elevation 29.95 (NAVD '88 Datum) 5 r . 4�r Section 2 Section 2 Section 2 I ! I / Horne ace \ I i Horne Place / Horne Place tI Bloc A_Block AM.B.IB, Pg. 42 \ M.B. 8, g. 42 Home T R-20 Zone \\ R-20 ne \ / M9. 2 sf sf sf \ \ 6 r9 F'i1 � � arm CY 0R BA! CA � PSH G6 FiJ RLl � E.3 R� R! !^'S 1i.. 6 vi L'!9 Clearing Lirnits N \ " at Slit Fence . D 3 Story 24 Unit / /( rirn nce 11.19 z \ / bCombination10t, Curb/Sidewalk t- ' 5'CeZl ! t:: Sidewalk \ ( \ v �\ 9,15 9.65 11 Wrights oPlaza 28. 29.15 I v � - � ( g Portion of T -s '' / ^ R M.B. 32, Pg. 27 ) 29.6 , \ SC Zone i 29,A 28. 3 CB 28.7 H/C I Top 27.75 x It Romp Ina28.33 . 22.55 \ \ 8 Unit \ Garage/Storage \ Building .�------ - 28.7 & \" Swale I`y\ 4 ' r Top 27.75 2 3 x \ �\ I _ \ / < / sf inv. \ / /-st�YM2 x 29.0 \ / -I`r- / .Is C 2.8 15 ( /Cone. l 29.15 \ ' ` Sidewalk Co T Top 27.75 L Ina. 22.55 r 3story 24 Unit 29.65 - Residence 2915 FFE 30.19 z8.8 Q,e 29.6 / \ \ a t1 3:1 Swale Romp 29.6 1 �� r R I I @0.45% `1 28g : 7 R,� / \ r \ aI t ' I Food Lion/Kerr Drug/Chinese Restrount Wrightsboro Plaza Tract A M.B. 32, Pg. 276 : / I `�f I learirg Limits I ` \ at Silt Fence / \ Drainage Pine Chart OUTLET AREA Q10 DIAMETER GRADE LENGTH HEADWATER RIM PIPE (acres) (cfs) (inches) I%) (if) Elev. Elev. 71 0.91 6.30 18" RCP 0.79 47 29.01 30.05 L2 1.14 7.87 24" RCP 0.51 75 28.50 30.75 L3 0.80 5.57 18" RCP 0.54 39 28.09 29.75 L4 2.06 14.27 24" RCP 1.44 145 28.77 30.38 L5 0.10 0.68 18" RCP 0.77 35 26.34 28.90 L6 5.39 37.34 36" RCP 3.36 36 26.33 28.95 L7 7.57 52.41 42" RCP 1.32 166 26.97 28.95 LB 0.68 4.68 18" RCP 0.72 36 25.77 27.26 L9 8.48 58.74 42" RCP 0.76 320 25.24 27.26 L10 6.79 41.50 2-30" RCP 9.08 38 26.77 N/A Lll 7.07 46.12 42" RCP 6.03 36 24.12 27.38 L12 15.84 109.75 54" RCP 0.29 177 23. 92 27.38 L13 15.84 109.75 54" RCP 0.31 78 23.40 28.15 Ml 0.40 2.77 15" RCP 0.40 60 23.48 27.75 M2 0.69 4.81 18" RCP 0.25 108 23.19 27.75 M3 0.44 3.03 18" RCP 0.30 60 23.48 27.75 M4 0.67 4.63 18" RCP 0.30 48 23.16 27.75 M5 1.43 9.88 24" RCP 0.35 75 23.19 28.00 M6 0.25 1.74 15" RCP 0.40 59 23.30 27.75 M7 1.93 13.36 24" RCP 0.25 114 23.47 27.75 M8 0.27 1.90 15" RCP 0.30 60 23.32 27.75 M9 2.47 17.13 30" RCP 0.30 60 22.88 27.75 M10 0.28 1.95 15" RCP 0.35 123 23.83 27.75 Mil 0.23 1.61 15" RCP 0.40 80 24.18 27.80 M12 2.99 20.69 30" RCP 0.25 78 23.03 28.08 M13 3.17 21.99 30" RCP 0.84 173 22.95 26.65 M14 4.45 21.75 30" RCP 0.38 8 26.72 N/A M15 7.62 43.74 42" RCP 0.26 31 22.03 27.00 M16 7.88 45.52 42" RCP 0.28 36 22.06 26.32 M17 8.08 46. 94 42" RCP 1.19 73 22.04 26.32 Q=CiA c=0.85 RCP = Reinforced Concrete Pipe tc=5 min. CFS - Cubic Feet per Second i25=8.15 in/hr. IF = Linear Feet FPS = Feet per Second ELEV. = Elevation NOTE: 1. Contractor shall use invert elevations shown on plans for construction. Grades shown above are rounded. - Top 27.75 Ina. 22.55 -i% :•i ,^ " / / \ J I� 1� \ �' r i •� \ Truncated Dome �- Per ADA Requirements - _- ( Combination 29.1Battleship i I\ I o n- ,` -\ 29.15 Curb/Sidewalk 28.60 �/ \ b Per ADARequirements� - 28.15 _ti �s . _' • = s :: Down @ p �.- I ( -- I 1 / J I I \ /`a ( Note: Side Flores Not "uired ATIA 1-Tartr1iran Ramn Tin+ail \\ Y "- 28.0 I CB 85 P & Enclosurere fence\ rop 27.75 �L 29.0 Ina. 23.05 29.0 29.0 2 .85Building j 17"R enclosure ; f \ r Tap28.08 \ \ I - ) Ina. In 22.69 \ \ I /j + z5.5 x� a I I / I H/L 'v Ina In 23 27 I I (1 / 8 Unit Garage/storage f u Building R°"q � �! /r �% / / \\\\ � \\ \ �-.I � �� \\ I ( �'�.•� awa w ew sse s;v sa rag w � asa va xre ew rq. �I \\\III 67, Ina. out SDMH 1 \ W/FES I Top 27.0 24.30 Ina. In 24.27 I Im.19.05 { / eia ara ear csa nrn sa e.a x n ese c{ r`v a c*aaa -3 va ass ra ea ays cca as _ rn . a arq ;a m \ . a. -\ _cam rsa en r^,a �x ea us-sex-aai.rsi� irrv. 23.9� Straight Faced \ \ d ----_ - - -_ 5' Cona -- inv. 23.82_ / / \ \ Curb 4 Gutter / 1 \._ -_ -_ _ - Sidewalk -za---------.--___ \ - - - - - - - - - - - - - -36 _ _ _ 1 Single Family Design -- ex N' Riverside Drive 60 R/ W (Public street) g_g _ _ _ - --(See Sf'ei el'S of 31) - - - --_ =--#gs-- a . RB Swale P ( I 'tj yy Irrv. 20.72 - 8 Unit \ Wetlands - - I� i7 J _ � ,6arage/Storages J / Line (Typ•) / _ I Building / m \ ` / pond / U' Temporary Pipes /.�'Z'- \ Do Not i - \ inv. CB to be Removed / / y W W\ `se Disturb pr J- - ` \ \ I "I 24.85 After Flow Has / /I/ W W a %Z \ ex. )'z" pvc (5 _. i•/ Wetlands 1 ( inv 24.71 p ( ex. loading Top 26.65 1 20.50Bee' Routed To / I 4• � • � area \ New Pond ..f .Hands •' W +'/ / -y I I 0.061 Ac. +• K / / S W/FES \\ J I Im 24.45 24' O iM. _ 7 /Y B-B 23.84 - - - - - - - - / ~ ` t Inv_ _4_ ~- s �- Sf �- r in / - ... 5.75 ��* �N CAR�Ij ! inv. 22.83 22.90 / is /s J i !s u v. wok / I \ ex. 10' ��'EESS/Q •? 28 / \ \ Straight Faced 5 Conc. \ Curb & Gutter - - Sidewalk / 1�---\\�- �/.'1---------- ------ �/lI �/`�/---------------- -I\\ Stornwater Pcnd #2 (See Sleet 30 of 31) Rev.11/05/15 OLD - Moved Sewage Pump Station, Add Rolled Curb and Paving Section Detail, Revise Silt Fence Rev.07/30/15 SLID - Rev. Pond Number, Drainage Pipe Chart, Handicap Ramps, Handicap Romp Detail, Silt Fence, and Sidewalk to Dumpsters Rev. 06/05/15 BLD - Rev. per TRC Comments 12` Not to scale d Curb 3000 P.S.I. Concrete r I8"R 10" /-pR `Ij" SF9.5A Asphalt Curb/Sidewalk 7' a�q NOTE: 6' CA BC o' 1. Spill Gutter To Be Used In Areas Where Flow Is To Go Away From Gutter. 2. Construction Joints Every 10', 3. Expansion Joints Every 90'. Compacted Subgrade Multi -family Area Rolled Curb And Paving Section Not To Scale ,_ •-..:. -� • _, - wood 1 'T y L \ _ \ fence 7...p SEAL'r CB ex.. eop 34e7e _ General, Grading, Drainage, top 27.88 _- - \ \ eeb\� / \ inv-fib • FN i .4 Erosion and Sedimentation Control Plan - Multi -family Area FI 27.38 ... \ C �i/9 Ina. 21.00 - � = _ � 7/// // A - f6 _ _ _ _ f . 24.08 ex 1B"c� RIVERSIDE DEVELOPMENT t-_:. :-:..:... :.:.:.: - 7 - PERFORMANCE RESIDENTIAL DEVELOPMENT PERFO L9 e1 Temporary Pipes inv. 22.84 uc us 6L Removed }^IPF m inv. / sn Cape Fear Twp., New Hanover Co., North Carolina CB Pinch Top 22.96 I si t ence Clearly Development Inc. ^ e After Flow Has :- ( Owner/Developer: Been Routed To inv. 22.3.E \ , Top 28.65 \ Nov Pond / > - ?ZPF ex. underground Property Line F- G / \ \ \A 2"96 utilll ca 100 Carolina Plantations Boulevard Insta Si t ence v� / / \ C ex. 10'i - - - - - - \ at property Line / / III \ Top 27.88 \ - - asphalt - eeb � - -Ex. Rig of way, ` Jacksonville, NC 28546 FI 27.38 driveway / Sewer arm Stormwate[,Eosement- Vit (910) 455 6956 Ittv.18.83 - / -and Temporary Construction Easement Edwin I. Ennis Jr. & / / Per D.B. 5133,-P . 626` \ Nancy R. Ennis / ( / \ g- \ DATE: 05/08/15 GRAPHIC SCALES "= I D.B.1493, Pg. 1768/' \ \ _ J( \ \ 1 \ \ \ 0 40 80 120 \ R-15 Zone / \ \ SCALE: V=40'Parker Asociates, Inc. T Consulting Engine BC- Land Surveyors - Land Planners Field Book: Field Book: Riverside, Pg.1-41 P.O. Box 976 - 28541-0976 Disk Name: Acad #2540 906 New Bridge Street - 28540 Filename: Riverside-6en.d Sheet 7 of 31 Jacksonville, North Carolina "� Phone 910) 455-2414 - Fax (910) 455-5441 Job No.:5140409-5781 Firm License Nnmher: F -0108 3y' Steel Post Channel Top Irk Rolled Curb p�%iaF 3000 P.5I. Concrete ohs fir ro°6iy� iR 18"R r�h`/a�, Q°jb*/� lc • iu _ - 10" eR ii ` 5F9.5A Asphalt Expansion Joint Construction - 1 Joints Note: Welded Wire Mesh 12• x,-+'•r,:' 7„ Burlap shall at be used. 6' Below Ground Ili #57 Stone = 24" -. J Vie: \ Compacted Subgrade Spacing for posts shall be: ( 1.8 feet maximum with wire mesh Expansion Joint W ncrete Sidewal M Si or A " Rolled Curb And Paving Section Notes: 2.6 feet maximum without wire Direction of mesh with extra strength slash Not To Scale 1. Concrete to be 3000 PSI. Run o knv filter fabric P 1}D 2. Expansion joints to beat 20' intervals. Apron MTh: 3. 1" Deep sawed or scored construction joint every 4 feet. Steel Post W =Check Dam Width 1. Rolled Curb to be Used on All Streets/Except es Noted. kith Varies. itch Existing dewalk Width. w Sidewalk(5- STD.) 3 R 6' A B Utility rip Dray. urb2'- (STD. 2'-6' Cheb 0.08 (Min) 2 Detectable 0.08 (Mint) 0.02 (Noon.) 4• 4'x4' 66utter Shown) a'eY""9 .04(NotmJ toning Donwm �• I 12:1 Max. Rmn M X 4' Min Section B-B Sidewalk 5' Min 4' 'n S Min Ta of anon Dray anb Transition awb Transition a; ibk 510 es NO To Excesses lad Section A -A 4. When removing and replacing sidewalk, remove by saw Lsomebric View cl = Depth of Channel 2. Spill Gutter Used In Areas Where Flow Welded Wire Mesh cutting back to nearest construction joint. y From din =Median Diameter of Stone Is To 6o Away From butter. Erosion 6 Siltation 0.Bottom ~ Channel 5. Sidewalk to be laced on tom p patted select backf ill and be 3, Crown Drives Unless Grades Indicate Otherwise. � Poy Nmm Por orb �•p Siwkwaik Control Fabric CompJWTE'xtra ` g �J 4. Construction Joints Every 30'. 4 inches minimum thick. Match existing thickness if existing E rekn3aint Soil see STD- 6. 1 NOTE: Both Posix, 5. Expansion Joints Every 90'. sidewalk is greater than 4 inches- NOTES.. QT bttapew• She I of DOT Stwdvd Drawing $48.05. See sheets 2 and 3 of 3 For Further May Extend Ouutd" pet ent Ground Line Plan View Sidewalk joint Detail "°" . Detectable table ]dogs 2. Detectable Top of een Donee will Cover 2'-0" one Full width of The ' Min. Rwnp plow• As shown on The Details s Sho Channel 6• Channel Ei omionldm Depth Required Not to Soak: 3. Detectable Wardwg Denies Will Conhmf Visibility With Adjoining sarfae. Either Lght-on-Dail, Q T 15' %� (see STD. etsot) for Non -stable Soils W = Varies oP 6° 161 }W Channel _ ,: - 3" R 1/2" R Section View _.--4% i Flow 12 Typical Installation of Silt Fence L� din 7TM- '': a ' ` i �7" I -i 1 .�-:• _ I•.-- 12- Temporary Min Not to Scale 1 #57 store Post Temporary 4 Inch Bottom annel 24" Toll steel Post 196auge Wire Mesh Section A -A Section B-B on all sides, fold 2' Typical 24" Straight FacedStraight Faced of wire mesh under Vie' rock for anchoring Given dimensions ore minimum unless otherwise specified Curb & Gutter Section Top of Hood, Temporary #57 by the Engineer for site specific conditions. if Curb Inlet Filter Stone on Not to Scale all sides Fortified Rock Check Dam To f Curb P o2,01 Grate and Frame Not to Style ax Above Proposed Subgrade, 2.5' 6' Walk Grade if Pavement Proposed �� `,�, %• \4- I 1 "\�`�,�-`/N` !.�� : Temporary Inch 3000 PSI Concrete Sidewalk 11 ; = !t { Temporary 5' 19 Gauge Wire Mesh "^Y Tall Steel Post Concrete Bumper \f() 36• Min I) �f on all side, fold a r^P 6x6-10/10 WWM 15' I li (t of wire mesh under rock for anchoring Block }" Per Foot Min Slope u u }"/Ft. Mien. Slope 12" Temporary #57 Slope as e e Grout Filter Stone on Shown - 't '. Be Concrete Brick Walls or _ Pi _ = 4",a_.r.• Invert Channels all sides 1}' Type SF9.5A On Plana Standard Precast Vault �- • e •• BCSC Asphah / Finished or 2' m yfA.��,s? y„..yy,Z-+� g Typ: Existing i6" Finished or Grp Existi Grade m �' I 20'X26" Hf.eAVy Aw. / / / 6•CABC Cmpacted Temporary 4-5' Temporary Inch 19 Gauge Wire Mesh/� and Grate a\� Subgrade Tall Steel Post Front Section on all sides, fold 2' of wire mesh under' 2' Grout 2• Compacted rock for anchoring Subgrode p of Hood/Curb Pipe bid. + 12• Min 12" Temporary #57 ToCombination Curb Sidewalk Grate d From Filter Stone on all sides Not to Style Asphalt Surface On Concrete Brick Walls Pipe 2.0' or Precast Vauh with 50 16" - __ Proposed Subgrade Base. de if : - • in. Existing Road ---------- ^ l _ Pavement Proposed Grout Invert Channels 24" Min, t:.% % Il'i #4 Rebor at 12' O.C. each way ;;` •I ( I I or Monolithic Precast Bottom it II U Yard Inlet Catch Basin Pipe Cut and Grouted Flush With Temporary Rock Filter Pipe with Wall Pipe Notes: Not to Seale 1. Box to be in accordance with NC DOT Standards (84026) When in street .�\0.✓�y�� right of way. Box to be enlarged to accommodate larger or multiple pipes as required. r r r\I r\Tj / i�i, ✓�\-/ ✓.\ S _�,i, 2 Frame and grate to be Dewey Brothers, Inc. CH-BN-18 or approved equal. 3. All sediment, wet, mucky, or yielding soil materials shall be removed and Side Section replaced with cmpl cted select fill prior to placing base course, Notes: 1, Box to be in accordance with N.C. D.O.T. Standards (840.01-,02). Box to be enlarged to accommodate larger or multiple pipes as required. 2. Dewey Brothers, Inc. CH-BN 200124'x36' frame and radius grate or equivalent. Curb Inlet Catch Basin 36" with Temporary Rock Filter Not to Scale Temporary. Liner 180 Ili' if required per plans. Asphalt Install per manufacture's 2• Flow Surface Depth as recommendation shown on Imergecti street Lire Man Street plans 1.5' Liner Height 3 Com Cpncxd #5 - I' Reinforcing Rod no closer than It to an Compacted outside surface Swale Detail Subgrade Valley Gutter Not to Scale Not to Style Note: Liners are to be installed on outfoll swales only. 5' Sidewalk 5' Sidewalk 5' 36' B-8 5' / / / /� Slope Road T Straight Faced Slope to BCSC, Superpave 1/4"/ft. \/ \ \ \ \ } - 1/4"/ft..Typ e SF9.5A 1/4"/Ft, Curb 6 Gutter lope is /\ b'CABC / / \l or �\/�\\/\\/\\\\/ \/\� Compacted, \r\\ r\\ ,�\\\/�\\\\/�\\/�\\ \\/�\ Downstrean Suitable Subgrade Riverside Drive Street Cross Section Not to scale 5' Sidewalk 36' B-B 5' 1.5" BCSC, Superpave Slope to Type SF9.5A 1/4•/Ft, slope Curb /\\/\\/\�\ Compacted,\\/\ \� / / / \ ,\\ ,\\ ,\\ ,\\ ,\\ ,\\ ,• �- \�\\ Suitable Subgrade Delta Tributary Circle Street Cross Section Not to scale Rev.11/05/15 BLD - Revise Rolled Curb and Paving Section Detail, and Riverside Drive Cross Section Rev. 07/30/15 BLD - Revise Fortified Rock Check Dam Detail and Add Berm Detail R/W K/ W 50' Min. Length In Channel Construction Plan View Entrance La� Profile if 2• M (See Note) Plan View Temporary Stabilized Construction Entrance Not to Scale Construction Specifications Section View 1- Aggregate size - Use 2-3 inch washed stone Median Stone Diameter = 6" unless otherwise 2. Length - As effective, but not less than 50 feet. 3. Thickness - Not less than six (6) inches. rated on Erosion and Sedimentation Control Plan 4. Width - Not less than full width of all points of irgress or egress. Minimum of 12'. 1. D = Inside Diameter or width of advert. 5. Install filter fabric under entire footprint of the construction entrwlc& 2. Minimum stone thickness to be two times 6. Washing - When necessary, wheels shall be ckxrled to remove specif ied stone diameter. sediment prior to entrance onto public right-of-way. When 3. Fabric to be installed under riprap washing is required, it shall be done on an areo stabilized with located in Swale. cashed stone which drains into an approved sediment trap or 4. Finished grade of riprap shall be at sediment basin. All sediment shall be prevented from entering invert elevation of pipe. arty storm drain, ditch, or watercourse through use of sandbags, 'Not placed on top of ground at invert-" gravel, boards or other approved methods. 7. Maintenance - The entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto public rights -of -way. This may require periodic top dressing with Permanent Riprap Apron additional stone as conditions demand and repair and / or cleanout of any measures used to trap sediment. All sediment, Not to Scale spilled, dropped, washed or tracked onto public rightscf-way must be removed. 5' Sidewalk 28' B-B 5' 1.5" BCSC, Superpave Slope to hood Type SF9.5A 1/4'/Ft Slope Curb 1/4"/ft. Compacted, /\\ \\\ \\\/\\\\/\\/\ existi round Suitable Subgrade I Lane, Sandy Banks Lane, & Beaver Dam Lane Street Cross Section Not to scale 5' Sidewalk 24' B-B 5' 1.5" BCSC, Superpave Slope to d Type SF9.5A 1/4'/Ft. slope Curb --a_ 1/4"/ft. ii\ii� 8 Compacted, �" /\\/\\ \\\ \\\�/\\ \\\ T Suitable Subgrade Court, Ripple Court, & Current Court Street Cross Section Not to scale Building or Dark -on -Light S"nem Cowing The Entim Ramp. � •' 4'x4• g Note 1 .1 larding Rang Wkith Am is vanebk ,� Tded •D'mmety ^ 'V QO OO oO OO T of Nolms n To No Mart Then 65%of The lime ' �' Dimnekr �o �o @ 0 Sidewalk 4 x4 Clem N Must Fall Within Crosswalk Liens (Sin Note 10) 2' Min Cab Between EO 9•o .65• « 1.6• To B = X-(A.9') in. c2.4"B = Distenu Frain fran Edge of Sideak A To beck Point of 12a (8.33 %) Skips Book of Sidewalk Dap Requied For All -• sidewalk Slopes. - Bak of Sidewalk Drop Requited Far 5idawdk 54w 0.04. Detectable Wammg Domes Curb Ramp N C D O T Detail A9AR 05 W I A I WM+9 I X 5' 00- 0.8' %8' 50- 6- DO' 6.8' 6.8' 6.0'- 7' 0.0' 7.8' 7.3' 6.5$ " ' DO 8.8' 7. - 65- 5- 2.0' 7.8' 7.8' 5.0- 5' 2.5- SIX BY 4.8' 5' 3.0' 8.8' 8.3' 4.4' 5- 3.5- 9.3- 8.4' = 5- 4.0' 9.8' 8.6- 3.8- 5' 4 ' 1 3' 8.T ' 5' .0' 10.8' 8.Sr 31' r • Not to Scale i RESERVED RESERVED Standard Colors (All Signs): PARKING PARKING Background - White 4. \ Provide one HC pain Lettering / Border - Green SO a• \ symbol on each HC parking W Arrow - Green space w/ white traffic paint 18' Ili° Figure - White on Blue Field R p \ J Corner Radius - I}" (Typ,) 12" 12' '\ ►• 3'+ 9M9SiCgnCUR7-8 M / 12" I R Sian R7-80 Von Accessible Sion Plaza 5' Min, 12"X18"xj" Aluminum handicapped 24G-G Is parking sign R7-8 or R7-8A, to read Reserved Parking" with identification 5' Sidewalk symbol (G.S. 20-37-6) bolt to steel tube with}" cadmium plated bobs, nuts, and was II 1'-6" 12"x9"x}" Aluminum sign R7-8D I .e 45 - I "Maximum Penalty $25(r (G.S. 20.37.6) I R/W I 2"x2' Steel tube extend into cone. filled 4'-6" R/W 5• Plaza pipe 2'-0'. Provide welded watertight cap, Sidewalk W MIn. 37' I point white I Point pipe base white-� 4 Pavement I I 2'-6" I u I 8• Dia Std. steel pipe filled with - *SLOPE }" per ft. Slope as Required concrete w/#6-140 long rebar's a' - each way thru pipe •:.�- --- 3'-6' Figure 6 1'-6• Dia concrete bases Symmetrical Cul-de-sac Sign elevation -� 1'-6` �- with Curb & Gutter Not to Scale Note: Handicapped parking sign shall conform with current state, local codes 6 A.D.A. regulations / Handicapped Parking Signage `\p��0plUulff/M N CARO Not to Scale . C SEAL W. 349 lilt I 15 Top of Berra 1' Depth 3:1 Height Varies (Approximately 12" to 24") / 31 3:1 Existing Ground Location Varies /• . /'� / Rear Lot Swale/Berm Detail Not to Scale Note: The Intent of The Rear Lot Swale Is To Capture All Stomwater Ruroff From All uilt Upon Surfaces and Route The Runoff o Storm Drainage and BMP. Field Book: Field Book: Riverside,Pg. 1-41 Disk Name: Acad #2540 Sheet 29 of 31 Filename: Riverside-Gen.dwg Job No.: S140409-5781 Grading, Drainage, and Erosion & Sedimentation Control Detail Sheet RIVERSIDE DEVELOPMENT PERFORMANCE RESIDENTIAL DEVELOPMENT Cape Fear Twp., New Hanover Co., North Carolina Owner/DevelOW1er/DevCI per: Clearly Development, Inc. 100 Carolina Plantations Boulevard Jacksonville, NC 28546 (910) 455-6956 u ; C ,M-__ DATE: 05/08/15 e n SCALE: Not to Scale Parker & Associates, Inc.` >� Consulting Engineers - Land Surveyors - Land Planners P.O. Box 976 - 28541-0076 308 New Bridge Street - 28540 Jacluonvitie" North Carolina Phone (910) 455-2414 - Fax (910) 455-8441 Ph-= License Number. F-0108 0~ St ucnIR (see Detail Top of Outlet Structure Details (Feet) Fambny w 10A Slope / ro cloth Bottom of Fareboy sh openings) was"crone Fbtes: 1.UN isenty,c5-F o, SeeSoo" Into nund Surh6g The Inlet. 2. Dria 5-Fwt Steel Posh Into The Ground Sumroundirg The The Inlet. space Posts Eerily Around The Perimeter of The Inlet, a Maximum of 4 Fewt Apart. 3. surround Ten Posts With wine Mesh "okdrae Calk Sea" The Wire Mesh To Ten Steal Pam At Th. Top, Middle, and gotten. Pacing a 2-Foot flap of The Woe Mesh Under The 6rcel for A Kim ng is Pecomma ded. Hardware Cloth & Gravel Inlet Protection Detail Not to Scale 20'� 46.25' all ;16 T Flew eaa•a•m•a•o• lb• Thick Rip Rap (15' dW or lager) Emergency Spillway Pond #2 Outlet Protection Not to Scale 6" Dia. Riprap Shall Be Imbedded 3" Minimum Into Concrete Spaced in Staggered Rows at 12' on Center 6" High 6' Wide 12" Each Concrete Curb Side N lV each Side O 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0° 4 O° O° O° 0° O a"N N -� O O O° ° ° ° ° ° ° ° O O°O 0 O 0 O 0 0 0°0°0°0°0°0°0 °°°°°°°° OOOOOOOO S3 3 0 0 0 0 0 0 0 0 0 Length Varies Shall 6o to Bottom of to Bottom of Pond Ptah View Temporary Pond n_ Permanent Pond 6' Thick Concrete Spillway, Reinforced with WWF Mesh. Spillway Shall Be Cut Into Pond Bank Slope, and Shaped to Fit Pond Slope. Top of Concrete Slab Even With Pond Bank Section View Slope. Spillway Shall Extend to Bottom of Forebay 01 In Channel Plan View Section View Median Stone Diameter = 6" unless otherwise noted on Erosion and Sedimentation Control Plan. Pool Elm,. Pod Eller. Pond 10, Vegetated wade Shelf Bohm, of Pont J Forebay & Pond Section Not to Scale 1. D = Inside Diameter or width of culvert. 2. Minimum stone thickness to be two times specified stone diameter. 3. Fabric to be installed under riprap located in Swale. 4. Finished grade of riprap shall be at invert elevation of pipe. *Not placed on top of ground at invert O Permanent Riprap Apron Not to scale Concrete Spillway With Riprap Not to scale / \ / / A / WetlandsI _ -14-- Line (Typ.) IV J W 4 Temporary Pool Elev. 2125 Vegetated Shelf Top 21.0 Permanent Pool Elev. 20.5 'ated Shelf Bottom 20.0 Forebay Bottom 16.0 Pond Bottom 15.9 Energy Dissipater Pond Bid, IBide slob fount Inside Thickens Bottom of Bose Elevation 2 4X4 'A'A . 1' 18.0' Welded Bar Trash Rack Bolted In Place 4' Openings 6" SCH. 40 PVC Stubbed Into Box Invert Elevation To Be Perm, Pool Elev. Grout Securely Into Place. 6" SCH 40 PVC Open End, Temp. Pool Elev. (Weir Elev.) 6" Precast Concrete Boxes or Equivalent 6' Thick Pft=t Outlet Stryctwx Outlet Pipe 12' Extended Base 6" Thick / t-Grout ndas Extended Be _J Note: All Outlets Shall be Protected By Trash Saeem. The Top of The Riser Shell Have a Trash Rack Mode of Number 5 Rebors Welded to Angle From. Frame Shall be Attached to Riser So As To Be Removable Far Mainteeatce. Outlet Structure Detail Not to Scale c E v Z N v m o / N / 3:1 Sape `1 Irn Out 114,07 \ Im,. Out Spilh ay / See Detail / \ 18.00 See wail \ \ / \ mho ink' i Fombaybottom 16.0\\ i Baffle s � -- --3:15aPe \._ --- - _-_.--.-------i4-- \�\ Baffle J Outlet Structure Pond Bottom 15.9 / \ / � \ \ \ \See Detail sf 1 1 54 Y V Y 3.15bpe - 24" 7C i �r>' ; 2t, I is f ,! 17 ; M1 M1- ♦ W 1 _ • \ 23 i 'Chad y�irk Acres \ � 0� _r�� I Chadwick Acres Chadwick Acres ' M.g Port I 5Pg` part r 116 I MR 15 Zoned M.B. 5, Pg.100 h \ P� II R-15 Zorl� R-15 Zone r - / M.B. 5, Pg.116 l R-15 Zone Stormwater Detention Pond #2 Scale 1"=50' GRAPHIC SCALE:1m=50' 0 50 100 150 Rev. 11/05/15 OLD - Add Concrete Chute Detail, Revise Outlet Structure Detail, Move Emergency Spillway FEET Rev. 09/14/15 KHW - Add Baffles, remove Rock Pipe Inlet Detail Rev. 08/04/15 BLD - Add Concrete Spillway and Detail Rev. 07/30/15 BLD - Renumber Pond, Add Faircloth Skimmer Chart, and Revise Faircloth Skimmer Detail Rev. 06/05/15 BLD/KHW - Rev. Lots, COD, Skimmer Dtl., and Pond #1 glow -up ^ �\ Ina. Out lCP / y� 20 37 Erne Srgency _ pillway 1--- - See Detail - _ --------------- ___ �Nddw)ck Acres Part I M.B. 5, Pg.100 R-15 Zone Support Rope To - Trenched 2mo Bottwn w side _. Note: 700 G/M-2 Coir Erosion Blanket, Coir Mesh, Tree Protection Fence Folded Over To Reduce Pare Size, or Other Similar Material To Be Used as Baffle. Temnorary Porous Baffle Cross Section Detail Not to Scale 2" Vent with Orange tip Inlet Aluminum straps suspending inlet 4" pvc float 3gm 4" Sch 40 Coupling 3" Sch 40 50LID pvc barrel Connection a' •arm' - 1 SUPPLIED BY USER - / Patent* 5,820,751 4' inlet J Skimmer shown in extension 4" HEAD on center of floating position 3' hose, ss clomps inlet and orifice 3" threaded male nipple an outlet end 1. Coupling can be removed and hose attached to outlet using the threaded 3• nipple. Typical methods used: on a metal structure a steel stubout welded on the side at the bottom with a 3" threaded coupling or reducers; on a concrete structure with a hole or orifice at the bottom, use a steel plate with a hole cut in it and coupling welded to it that will fit over the hole in the concrete and bolted to the structure with sealant. It is possible to grout a 4" pvc pipe in a hole in the concrete to connect the skimmer but this is less secure than other methods. 2. Dimensions are approximate, not intended as plans for construction 3. Barrel (solid, not foam core pipe) should be 1.4 times the depth of water with a minimum length of 8' so the inlet can be pulled to the side for maintenance. If more than 10' long weight may have to be added to inlet to counter the increased buoyancy. 4. Inlet tapers down form 4' maximum inlet to a 3" barrel and hose. Barrel is smaller to reduce buoyancy and tendency to lift inlet but is sufficient for flow through inlet because of slope The inlet orifice can be reduced using the plug and cutter provided to control the outflow rate. 5. Inlet is Be pipe between the straps with slots cut in the inlet and aluminum screen door (smaller than shown in illustration) for access to the 4" islet and orifice inside. 6. Capacity 20,109 cubic feet per day maximum with 4" inlet arid 4" head. Inlet can be reduced by installing a smaller orifice using the plug and cutter provided to adjust flow rate for the particular basin volume and drowdown time required. 7. Shipped assembled. User glues inlet extension and barrel, installs vent, cuts orifice in plug and attaches to outlet pipe or structure. Includes flexible hose, rope, orifice cutter, etc. 8.4" skimmer should be directly connected to outlet structure during construction. 4" Faircloth Skimmer Detail Not to Scale Faircloth Skimmer Chart SS: Area (ac) Volume Required (CF) Volume (CF) Pond Surface Area (SF) Tc (min) IRO (in/hr) Qd (CF/Day) Skimmer Size (in) Orfice Diameter (in) Draw Down Time (Days) Pond #2 1 34.8 1 62,557 1 156,039 1 199,709 1 20.0 1 5.0 20,852 1 4.00 1 4.00 1 2.93 Pool Elev. 21.21 Shelf Top 21.0 Pool Elev. 20.5 Shelf Bottom; Notes: 1. Skimmer is designed for temporary use only during construction disturbing activities. Once all areas have been stabilized skimmer may be removed and permanent outlet structure constructed. 2. Skimmers shall be Faircloth Skimmers or approved equal. Legend C.O.D. - Conservation Overlay District FES - Flared End Section Ina. - Invert Map Back Pg. - Page R/W - Right-of-way Typ. - Typical 8�- AdjoinerLotNumber r- - Flow Arrow - Lot Number O K9 Pipe Label Field Book: Field Book: Riverside,Pg. 1-41 Disk Name: Aead #2540 Filename: Riverside-6ea.dwg Job No: 5140409-5781 (Soil Surfaca) + ._ `%• --" t' Clay Kg1QAA - ThickneClay ss=iFiJ + - • HorizonUpper�k - (MSL AoX. 24' 1� IM1 I t Clay Fbrimn (laser OmnY- eiti k.ufy� i��ii�i To Be Rewaled By Sift Construction Excavafan Pond #2 Clay Key Detail Not to Scale Note Well 1. During Excavation of Pores #1 A #2 connector shill StacWle The Heart Clay Horizon For Use m a Paid Linea. 2. Contractor To C;witact Cr" Tumour With lend Management, (910) 452-0001, Prior To Installation of Clay Key Liner To Verify Lowerr Limit of Clay FArieon and To Verify Propertmtdk&iw of Clay Fey d uti-. 3. Clay Linn To tiro The Entire Pond, Imiuding The Paid Bottom, From The Bottom of The Coy Horimm To The Bolters of The Pond Clay Key shall Be Installed Per Note 4. 4. Per land Management Group Rgort, Dated Oehler 28, 2008: It Would Be our Recmnmekldation ft Utilized The NoTrd sal in Place for The sidewalls of The Pepmtd stornwger Pond Located New The Front of sift and Situated at The 26' Ekwtion During Excavation, This Heavy, any Horizon SJlwa Be Stodpiled For Use as a Pond Liner. The In situ Out Skdsnall of The Pond Will PneaM Lateral 6rwndwafer Moment. We Recanlmsnd A Clay Bey Be Inaftled Begimkng One Fart Br1ow The Upper imitof The Clay florins, Approximately 23' MSL,wd Brought to within One Foot of The Soil Surface. She Consfnkefan Exmvatkan Will Brad The Actual lamer Limit of The Clay. Below The Lower Limit of The Clay Lahr, PMunent of A Minlmon Thicbea of One Foot of a Clay Liner Extending at Least Ore Foot Belay The Permanent Pod Should Preclude Lateral Water Flaw Into or Out of The Pad It Would Be Our Recommendation ft Utilize The NaTwl soil In Plan For The sidewalls of The Proposed Staitnwota Fond located New The Dar of Site and situated Aboa The 18' MciaTan Portion, of The Pond without The Heavy clay Sidewall Should Utilize The Placement of a Midmum Thaaesm of One foot of a Clay Liner Extending at last Oat Foot Below The PenmawuR Pool To Pneckkde Lateral Water flow Into orOut of The Pend Ten Pertiow of The Pond Using Linen Shwa Taminaft The Liner within Throe Feet of The Top of Pond. Burred Clay "Should Begin Four Fan Below The Top of Pond and Be brought to within One Foot of The Soil Swfoce. Z NSEAL ^� .••�349 - Pond digitized from plans by ��'��s •) Malpass Engineering, P.C. Previously permitted on 01-05-09. Stormwater Pond #2 Detail Sheet RIVERSIDE DEVELOPMENT PERFORMANCE RESIDENTIAL DEVELOPMENT Cape Fear Twp., New Hanover Co., North Carolina Owner/Developer;Clearly Development, Inc. 100 Carolina Plantations Boulevard Jacksonville, NC 28546 t r m- r T 7- (910) 4W6956 DATE: 05/08/15`' SCALE: As Noted Parker & Associates, Inc. $clay Consulting Engineers - Land Surveyors - Land Planners P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540 Sheet 30 of 31 JaciuonvIIlet North Carolina Phase (910) 455-2414 - Paz (910) 455-3441 1Nrm License Number: F-0108 ■ outlet re Top of (Sx Outlet Structure Details (Feet)Tap Detail) Pand Penn Temp. Farehay Vwet _ s 3, Orifice Top of Pmd s 3. Box Groot Inside Bottom of Bose Pond Pond Pad Pool Bo6.0 Shelf if j_ 1 20.5 10.0 111 6.0 9.510.5 Temporary Pod Ekv. E Pond 1 Iwide 4X4 Slab 0 Thickns,ss 1.90 Ekvatran 7.t 3' Wide p�sslpata. Berns permanent pod Elnv. Loa slope re;N3Pond ,'L B �Ys Forebay q5 1 Welded Bar Trash Rock ee cloth Bottom of Fo eboy -y.- 3>5 ate apenlnga) to, wide Vegetrted Bolted In Place 4" Openitgs Support Rape To shelf pillar 6• Thick precast Wire To Prevant So" Bottom of Pend 6" SCH. 40 PVC Stubbed Into Box. Outlet Stmeturre Invert Elevation To Be Perm. Pool Elev. Grout Securely Into Place. I Forebay &Pond Section 6' SCH 40 PVC Open End 5'� Temp. Pool Elev. 50 _ 1 Not to Stale T Pool kv, 112 _ (Weir Elev.)�-�I 6" PVC Tee Washed Store Nelson. 1. Unlfamuly Grade a shallow Depasecn Approaching The Inlet. 2. Drive 5~ Steel Posts Into The Ground surround" The The Inlet, space Posts Evenly Around The Perimeter of The Inlet, a Madmuum of 4 Feet Apart. J. surround The Posts with Wire Mach Ha knoce cloth, secure The Wire Mesh To The steel Posts At The Top, Middle, and Bottom. Placing a 2•Faot Flap of The Wine Mesh Under The Gravel For Anchoring is Recommended. Hardware Cloth & Gravel Inlet Protection Detail Not to Scale YI Top 25.50 Inv.16.15 \ 4 Emergency spillway See Detail I \d 12 a 2-8" W 811W" Reducer 2"cY Pond Bottom 5.0 / Outlet Structure In Channel Plan View Section View Median Stone Diameter = 6" unless otherwise noted on Erosion and Sedimentation Control Plan. 1. D = Inside Diameter or width of culvert. 2. Minimum stone thickness to be two times specified SDMH stone diameter. Top 23.25 3. Fabric to be installed under riprop located in Swale. _ LW.15.42 4. Finished grade of riprap shall be at invert elevation of pipe. *Not placed on top of ground at invert' Permanent Riprap Apron 7 / FTop 22.63 / IF122.13 197 LF B"55 ( 10' Utility Easement 6" Dia Riprap Shall Be Imbedded 3" Minimum Into Concrete Spaced in Staggered Rows at 12' on Center 6" High 6' Wide 12" Each Concrete Curb Side N is each Side 0 0 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 D -�- O 000000 '000000 7-L 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 O O 0 O O 0000000000000000000 33 O O O O O O O 0 0 Length Varies � Shall fit to Bottom of Pond �1 Plan View Temporary Pond o Permanent Pond 6" Thick Concrete Spillway, --� , Reinforced with WWF Mesh. Spillway Shall Be Cut Into Porid Bank Slope, and Shaped to Fit Pond Slope. Top of Concrete Slab Even With Pond Bank Slope. Spillway Shall Extend Section View to Bottom of Forebay Concrete Spillway With Riprap Not to scale ir X \ 1 ier ~ Op �^' / : .• .. Baffle � � - epp ' 90 LF 108 ✓�.n�.Y / / LF � / / / ! Pond Bottom 5.0 � / I 1 9.81�5 Flo6dZo "Shaded. +. ° \ i` Flood Zone "AE' Vegetatec5helffi Bottom 10.5 .� v •\ r % 0 O % � 1 j / Vegetated Shlf Top 11.5 {` a \ Slope \ X \ 0 Ac \ i \ 1d Easement ' M CP&L Power 6`0 - 4 \ C % , _ \ \ I Adj. Chadwick Ames Line 70' R/W \ \ \ 9.' \ _ \� _ bon sigmand Pamela B. Smith \ D.B.1668,P 1377 \\ \L* �\ �� \ / Leo L el ChadwSusanickWarner \ - ` 1 R-15 zone D.B.1273, P9.1625 L \ R-15 zom Rev.11/05/15 BLD - Add Concrete Chute Detail, Revise Outlet Structure Detail, Move Emergency Spillway Rev. 09/14/15 KHW - Add Baffles, remove Rock Pipe Inlet Detail Rev. 08/04/15 BLD - Add Concrete Spillway and Detail Rev. 07/30/15 BLD - Renumber Pond, Add Faircloth Skimmer Chart Rev. 06/05/15 BLD/KHW - Rev. COD, COD, Skimmer Dtl., and Pond #2 Blow-up Outlet Pipe, 6- 12" Extended Base Precast Concrete Box w Equivalent 6" Thick - / `Groot Extended Base -/ Note: All Outlets Shall be Protected By Trash Screens. The Top of The Riser Shall Have a Trash Rack Made of Number 5 Rebors Welled to Angle From. Frame Shall be Attached to Riser So As To Be Removable For Mointetlmee. Outlet Structure Detail Not to Scale 30' e 3 'e$ass$e°ese$e }b Flow -�• � nee o$o sea "a a e$o o$se s1�1e sesose 1.5" Thick Rip Rap (6' 150 or Lager) Note: Rig Rap side slopes To Existing trade To Allow For Vehiadar Access. Emereencv Snillwav Pond #1 Outlet Protection Not to Scale "F102.084 279 LF\ Boss -I H#4 n _---% �- 2''' 1 All W i sfl t LF 192LF BOSS B-55 36' MH #5 �� , �/ v T • r e-e � I :1 j•1� I '� I W' WIF Concrete I i Spillway V . � 10.0 I See Detail r,i �; g 3:151otp I - „� I 1 . • IW W WI i • jSpillway See Detail I I I/ � W /ifW W� r / Forebay Bottom 6.0 r W Draly P Elev.11.2 t Pool Elev. .0 / / W lands- -- •2-�� \ I \ \ - - - - - - '- � ,` - '\Erne\ �) ! Adj. Chadwick Acres Robert A. Chadwick Jr. d 6 i J Bland E. Chadwick D.B.1645, Pg. 796 Adj' Chadwick Acres R-15 Zone Robebert A. Chadwick Jr. d Adj. Chadwick Acres Bland E. Chadwick ' Bennie E. Bass Jr. 6 D.B.1645, Pg. 796 Robin W. Bass R-15 Zone D.B.1816, Pg. 940 R-15 Zone Stormwater Detention Pond #1 Scale 1"=50' GRAPHIC SCALE: 1"=50' 0 50 100 150 FEET Coupling Included But Net Attached Y lose, SS clan" •--/ 5• Threaded Male Nipple an Outlet End m 5" Sch 40 Solid PVC Banmd Trebled Into Bottom or side Note: 70U G/M-2 Coir Erosion Blanket, Coir Mesh, Tree Protection Fence Folded Over To Reduce Pore Size, or Other Similar Material To Be Used as Baffle. Temnorary Porous Baffle Cross Section Detail 2" Vent With Silver Tip And 90" EBow 6' Tnkt Exendngn 5'Hand an Center of 4 Inlet and Orissa Not to Scale Aluminum straps Suspending Inlet 4,"a skimmen Shawn in Floating Position 1. Hoes Attached To Outlet Using The Threaded 5" Nipple Typical Methods Used an A Metal Structure A Steel Stubout Welded an The Side At The Bottom To The Side With A 5" Threaded coupling Or Ralmm t: On a Concrete structure with a Hok Or Orifice at The Batton, Use A Steel Plate With A How Out In It and coupling Welded To It That Will Fit Ow The Fbk In The Overate and Baked To The Structure With Soaker. 2. Dimensions Am Approximate, Not Intended As Pont For Comtractkn 3. Barrel (Solid, Not Foos Cam Pipe) Should Be L4 Times The Depth of Water with a Alhlmen Length of 8' So The Inkt Can Be Pulled To The Side For Moinhw mre If More Than 12' Long Weight May Have To Be Added To INN To counter The Increased Buoymxy. 4. Inlet Topers Down From W Maximum Inlet To A 5' Baal and Home. Barrel Is Smaller To Redee Buvya :y and Tendency To Lift Inlet But Is Sufficient For Flow Thromgh Inlet Beans of Slope. The INN Orifice Can Be Reduced Using The Plug and Cutter Provided To control The Outflow Role 5. Inlet Is 10• Pipe Between The Strops Wth Slots Cut in The Inlet and Aluminum Srmn Door (Smaller Than Shown In Illustro ion) For Access To The 6' Inlet and Orifica Inside. 6. Capacity 51,840 Cubic Feet Per Day Mandmum with 6' INN and 5" lead Inlet Can Be Reduced By Installing a smaller Orifice Using The Pbg and Crtta• Provided To Adjust Flow Rafe For The Part akr Basin Volume and Dnmadewn Time Required. 7. Shipped Assembled User SW Inlet EMeralon and Bawl, Imfalls Vent. arts Orifice In PLg And Attaches To cutlet Pips, w Structure. Includes Flodble Hose, Rope, Orifice Cutter, Etc 6" Faircloth Skimmer Detail Not to Scale Faircloth Skimmer Chart SB: At= (=) Volume Required (CF) Volume (CF) Pond Surface Area (SF) Tc (min) I10 (in/hr) Qd (CF/Day) Skimmer Size (in) Orf ice Diameter (in) Draw Down Time (Days) Pond #1 63.4 1 114,006 1 147,727 1 126,170 1 20.0 5.0 1 38,002 1 6.00 5.00 3.06 Notes: 1. Skimmer is designed for temporary use only during construction disturbing activities. Once all areas have been stabilized skimmer may be removed and permanent outlet structure constructed. 2. Skimmers shall be Faircloth Skimmers or approved equal. Legend B-B - Back of Curb to Back of Curb CB - Catch Basin C.O.D. - Conservation Overlay District D.B. - Deed Book epp - existing power pole FI - Flow Inv. - Invert Pg. - Page R/W - Right-of-way SDMH - Storm Drain Manhole x 24.89 - Spot Elevation Typ. - Typical YI - Yard Inlet 6 - Adjoiner Lot Number + - Flaw Arrow K9 Pipe Label ohpl overhead power line Field Book: Field Book: Riverside, Pg. 1-41 Disk Name: Aced #2540 Filename: Riverside-Gemclwg Job No.: 5140409-5781 Proposed Grade - (soilsurfacs) '--: y..+--;:--''•:: 4 clay ^lieviM1R Thickness- l FT) .� .• 1' 4' Pond #1 Clay Key Detail Not to Scale Note Well 1. being Excavation of Pods XI & #2 Contractor 51all Stockpile The Homy Clay Hanizw For Use a a Pord Un r. 2. contractor To Contact Craig Turner With Land Management, (910) 452-ODo1, Friar To Installation of Clay Key& Liner To Verify Lacer Limit of Clay Horizon and To Verify Roper Installation of clay Key & Liner. 3. clay Cher To Line The Entire Pond, Including The Pad Bottom, From The Bottom of The Clay Horizon To The Bottom of The Pord clay Key Shall Be Installed Per 14om 4. 4. Per Lod Management Group Report, Dated Octahr 28, 2008: It Would Be Our Recommendation to Unitized The Naneal Sell in Place For The Sdewnlls of The Proposed Stamwter Pond Located Near The Front of Site and Situated nt The 26' Elevation During Excanit'an, This Heavy clay Hlor is m Shedd Be Stockpiled For Use as a Pond Liner. The In situ Clay SiduMll of The Pod Will Prevent Lateral 6reminmdt.atr Movement. We Recenunend A Clay Key Be Installed Beginning One Fast Below The Uppaiimit of The Clay Haizon, Approximately 23' MSL, and Brought to Within One Foot of The Sell Surface. Sin construction Excavation Will Blamed The Act" Lower Limn of The Clay. Below The Lahr Limit of The Clay later, Placement of A Minimum Thickness of On Fear at a Clay Limn E tending N Least One Pact Below The Permanent Pad Should Preclude Lateral Wafer Flow Tito an Out of The Pond It Would Be Our Reewm endNion to Unhze The Natural Sal In Raw For The Sidewalls of The Proposed Steanwamr Pond located Nean The pear of Site and Situated Above The 18' Elevation Portions of The Pond Without The Heavy clay Sidevmll Shand Utilize The Plawrwnt of a Minimum Thickness of One Past of a clay Limr Extending at least On Foot Below The Permanent Pool To Preclude lateral Water Flow Into or Out of The Pant Than Portions of The Pond Using Users Should Terminate The Limn Within Three feet of The Top of Pont Buried Clay "Should Begin far Feet Below The Top of Pad and Be Brought to Within On Foot of The Sal Surface. VESS Oyp-yO�am'% �•p•. .9 . � "4k SEAL r; - 3197 .: xbr _e4ra. Pond digitized from plans by///f�t`\� Malpass Engineering, P.C. d1r/r Previously permitted on 01-05-09. Stormwater Pond #1 Detail Sheet RIVERSIDE DEVELOPMENT PERFORMANCE RESIDENTIAL DEVELOPMENT Cape Fear Twp., New Hanover Co., North Carolina Owner/Developer; Clearly Development, Inc. 100 Carolina Plantations Boulevard Jacksonville, NC 28546 (910)455-6956 DATE: 05/08/15 SCALE: As Noted Parker & Associates, Inc. Consulting Zueneers - land Surveyors - Land Planners P.O. Box 976 - 25541-0978 Sheet 31 of 31 S06 New midge street - 28540 Jacksonville, North Carolina Phone 910) 455-2414 - Fax 910) 455-8441 Firm I3eense Number '0108 n Y* General Notes 1. Topography shown is from Lidar information provided by the NC Flood Mapping Program. 2. Boundary information taken from partial survey by Parker 6 Associates, Inc. dated December 2014. The remaining boundary information for the portion of the boundary that was rat surveyed was taken from record map in Map Book 53, Page 346. 3. Development area is undeveloped. 4. All easements to be drainage at dimensions shown, unless otherwise noted. 5. 10'utility easements along all street rights-of-ways.10' utility 6 sidewalk easements along street rights -of -ways where there is sidewalks. 6. There are no Areas of Environmental Concern (AEC) as defined by Coastal Area Management Act (CAMA) on this sits. 7. Wetkuds line delineated by Withers 4 Ravenet Surveyed by Withers 6 Ravenel in 10/13/06, Delineation approved by the U.S.A.C.O.E. on 9/21/07 and expires 9/21/12, unless there is a change in the law or published regulations. B. For additional information, see plan and profile and detail sheets. 9. The developer is building houses on all lots. The typical footprint shown is to denote driveway and house construction. The actual size and location of the structures may vary. ,10. Flood lines drawn from an electronic overlay of the digital flood map 370168 3129 J (New Hanover County) effective April 3, 2006. IL All development shall be in accordance with the New Hanover County Zoning Ordinance and Subdivision Regulations. 12. All streets to be dedicated as "PRIVATE BUT FOR PUBLIC USE" and maintained by the Homeowners' Association. Design will meet N.C.D.O.T. standards for subdivision streets. These restrictions shall be included in the Homeowners documents. 1) No rates 2) No Speed Bumps 3) No On -Street Parking 13. All common areas, inclusive of recreation areas, shall be dedicated to and maintained by Homeowners' Association. 14. Street lighting shall be provided in accordance with Section 52-9 of the Subdivision Regulations. 15. Tract has been timbered. There are no trees within the proposed rights -of -way. 16. Stormwater management shall comply with both New Hanover County d N.C.D.EN.R. stormwater regulations. 17. All telephone, electric, gas, and television service lines shall be installed underground. 18, No construction shall commerce until a permit is obtained in accordance with the New Hanover County Soil Erosion 3 Sedimentation Ordinance- Note: Contractor shall insure that he and all his workers (contractors, subcontractors and other site personnel) do not damage construction stakes or other measures used in laying out the project whether by the Engineer or another entity including those under the employ of the contractor. Contractor shall cause his workers to observe and verify to the fullest extent practicable that stakes, other measures and grades are, or appear to be, accurate and correct, and immediately, but prior to any associated work, notify the staking entity of arty potential corrflict, error or question regarding the work The Engineer shall not be responsible if all of the above measures are not strictly adhered to. The Engineer shall not be responsible where due to damage, his staking can not be verified. For critical or costly components of the work, where the contractor believes that staking may rot be preserved, the contractor shall request the staking entity to place stoking in an area where its preservation can be insured. 4' I 5 i Section 2 ' ` 8' Horne lace 1 7 i 1 Section 2 A - g - Section 2 Horne Place ' Horne Place M.B. 8, Pg. 42 10 r . _ Section 2 Black A Block A R-20 Zone ` Section 2 Horne Plane M.B. 8, Pg. 42 I Section 2 ' Horne Place I Block A M.B. 8, Pg. 42 I R-20 Zone ' 3 Horne Pk= I Section 2 Section 2 Horne Block A ' Horne P Horne Place A Block A I M.B. 6, Pg. 82 A Tract I Block A M.B. 6, Pg. 82 I 9-20 Zone Home M.B. 8, Pg. 42 I R-20 Zone M.B. 2 I R-20 Zone R-20 one Zone ' Horne Place Block A M.B. 8, Pg. 42 ' R-20 Zone r- Block A ' M.B. 8, Pg. 42 ' R-20 Zone I M.B. 8, Pg. 42 R-20 Zone I{ R-20 Zone 11 738 { N81°45'18�E 1259�69- � � � \ 1 { 1 3 Story 1 { 24 Unit ( { Residence — 8 Unit { 1 Passive Open Space GarawstorapI 1 g 1 Common Area #2 1 Building g Cr { 158 i 1 0.9±Ac 1 Wetlands I 1 { { { Line (Typ.) 1 159 I O Active Open Space 1 Common Area #1 1.9± Ac. { 160 0.84±Ac •� + + ` 1 m Dumpster • { \ •. - � 1 Pad (Typ.) Ex. Drainage . .. .. + .. 1 { m ' Easement \ �•••�+ \� • Per M.B. 32, Pg. 259 \ + + + { 1 164 { D.B. 05133, Pg. 626 e Pump O \ SeWai Passive Open 1 •••-•---.......•• _ • + Wetlands ...-......-. ts" sue. z4 of za) 1 space { 5' Cone-. 1 O + + 0.06± AC . . { 1 Arm on 1 Sidewalk ! ' 1 �S- Site Benchmark Nair in West side of 30• Pine Elevation: 31.0 (29 Datum) written on existing stake Current Survey - Elevation _ J — — � 29.95 (NAVD'88 Datum) I Wrightsboro Plain Advanced Auto Parts Portion of Tract J Wrightsboro Plaza Wrightsboro Plana I Tract F-1 n +� 9 M.B. 32, Pg. 276 d Portion of Tract J M.B. 32, Pg. 276 0 I M.B. 32, Pg. 276 SCZone SC Zone SC Zone I fD ;F / — fD a �ty �----- z$Z o / 0 / I Car Wash I Wrightsboro Plaza Z ITract E Ha n M.B. 32, Pg. 259 I N ISC Zone �• Food Lion/Kerr Drug/Chinese Restrount Wrightsboro Plaza Tract A r— W M.B. on 276 SCC Zone Kentucky Fried Chicken I W IWrightsboro Plain ///� Tract e Ex Right of way, M.B. 32, Pg. 259 I Sewer and Stormwater Easement SC Zone Ex. Building and Temporary Construction Easement -�-•{{ N89°25'15•E -- I •.-- Per D.B.5133,Pg.626�, -^ I�2�'IPF r249.03' Il PKF in w 1 1.43 Ac. .- I 166 - 36SBV45'47'W— — tiff 2106 S81°39'02•W I -' a Street) B-8 - t_ — !n AT kIPF Pinch 255.91' V (privat Wr R/ VN 6L TOP 581°45'32"W I n,verside Dive $ 581.9.86' 1n.63' s 677, lu 543' w 99.86' Edwin I. Ennis Jr. 4 I 5' Conc. Nancy R. Ennis Sidewalk m D.B.1493,Pg. 1766 r" N R-15 Zone I N A t�T- N87°20'48'E I O Storrnwater 100.42' pond#1 sL ��F _-----_'----j (See Sheet ??'Of 24) I I O � Edwin I. EnnisTr. 6 uo, Nancy R. Ennis w D.B. 5183, Pg. 277 O4 a,. R-15 Zone qA Open Spree #4 N .w 1 + +1 1 + + + Wetlands Line(Typ.) Comp 586°36'14• Site Benchmark VIPF IPF + 21� ; 19� r�17 i 6L &L 4•A6 2•IPF N86032'12•W 175.06' `- N86°32'24•W CA& ' 2•IPF T — 23 , Chadwick Acres Chadwick Acres Chadwick Acres 126.74' ' 4•AG f I Part II I Part I Part I \ ` ° ' - N8685.35' •W Chadwick Acres ' -� N66 30'59'W Port II M.B. 5, Pg.116 M.B. 5, Pg. 100 ' M.B. 5, Pg. 100 ` 15 r 85.03' _ f r N 85.35' - ` I I I R-15 Zone R-15 Zone R-15 Zone r 11,1 r 9\r-- M.S. 5, Pg.116 1 \ ` 13 r - ' 7 , Chadwick Acres _ R-15Zone Part Chadwirk ' Chadwick Chadwick Chadwick M.B. 5, Pg. 100 Acres part I Acres Acres ' Acres Chadwick Acres Chadwick Acres R-15 Zone Part I M.S.5 .100 Part Part9 ' Pa II Part P M.B. 5, Pg. 100 R-15 ZoM.B. 5, Pg. 200 M.B. 5, Pg. M.B. 5, Pg. too I M.B. 5, Pg. 100 one R-15 Zone R-15 Zone R-15 Zone R-15 Zone R-15 Zone ex. fence Wetlands pond $ $ Line (Typ.) 1 a . + + ex. 8' eA �+ . ex. underground . gravel utility(electrical) epb 2-bolkeds road ----- Ex. Drainage J — Easement Per M.B. 32, Pg. 259 D.B. 5133, Pg. 626 i"IPF C Pinch &L Top I Ex. 10'Ingress & Egress Easement ex. 10'± asphalt driveway ex. ex asphalt ex. 6" parking standup I ex. asphalt lot curb parking lot 3-emw I TPF ego ex. c&g �_— �� ex. coot. island VF elp elp 5L 7asphalt ePl e%. c6g epb ISF ex undergroundw eeb I 6L utility (electricale ex. asphalt eat. underground m parking I utility (cat") ex. underground lot parking utility (cats) P ot Entrance Existing Conditions scale:1•=100' Ex. Right of way, Sewer and Stormwater Easement and Temporary Construction Easement Per D.B. 5133, Pg. 626 294,25' Ex. 10'Ingress 6 Egress Easement Strip Center Edwin I. Ennis Jr. D.B. 5849, Pg.1119 B-2 Zone `x rf�D 7.1 PKF in ^ ry Asphalt � >y °° n N -2-egw underground (IQ phone box `C H.a W j y S02°57'52•E 50.02, #"I 'L GL bl 589024'29•W 249.07' I McDonalds Edwin I. Ennis Jr. I C/O Dennis McAnderson I D.B. 5136, Pg.1331 B-2 Zone I I Strip renter Edwin I.6 Nonre R Ennis I B-2 Zone —� �— I Tract Data Total Tract Area ..................... 95.15 Ac. minus Class IV Soils ............ 0.00 Ac. (100% Preservation) minus Natural water features .... 0.00 Ac. (not applicable) Total Development Area .......... 95.15 Ac. Acreage of Wetlands .................. 5.6± Ac. Acreage of Land in AE Flood Zone ..... 2.7 Ac. Number of Lots ....................... 166 Lots + 5 Open Spaces Minimum Lot Size ..................... 15,000 S.F. Minimum Lot Width .................... 801 Average Lot Size ..................... 10,788 S.F. Smallest Lot Size .................... 8,046 S.F. (Lots 15-16, & 19) Number of Multi -family Units ......... 72 Linear Feet of Streets ............... 9,528.3 L.F. Proposed Use ......................... Residential Existing Land Use .................... Undeveloped Water Service ........................ Cape Fear Public Utility Authority Sewer Service ........................ Cape Fear Public Utility Authority Zone................................. R-15 Performance Residential Density: 95.15 Ac. @ 2.5 Units/Ac. Total Units Allowed ............. 238 Single -Family Lots Proposed ..... 166 (3 Bedroom Single Family Lots) Multi -Family Units Proposed ..... 72 (2 & 3 Bedroom Apartment Units) Total Project Units Proposed .... 238 Area in Lots ......................... 41.11 Ac. Area in R/W .......................... 11.07 Ac. Multi -Family Area .................... 10.86 Ac. Common Area .......................... 32.11 Ac. Impervious Surfaces: Streets ......................... 337,057 S.F. Sidewalks ....................... 47,544 S.F. Building Rooftops ............... 43,074 S.F. Parking Area Pavement ........... 66,006 S.F. Sidewalks ....................... 7,462 S.F. Total ........................... 501,143 S.F. Ref.: PID R03300-001-015-000 Map ID 3129(10) - 37 - 3236 D.B. 5813, Pg. 201 M.B. 53, Pg. 346 Field Book: Disk Name: Acod #2540 Filename: Riverside-Gemclwg Job No.: 5140409-5781 Legend Ac. - Acreage PLANNING AND INSPECTIONS DEPI AG - Above Ground NEW HANOVER COUNTY B-B - Back of Curb to Bads of Curb PRELIMINARY SITE PLAN BG- Below Ground cog - Curb and butter RECEIVED: 0i3/i5 C.OA.- ConservationOverlayDistrict ' DATE O caty -Cable TV Comp. - Computed Point Grin. - Concrete D.B. - Deed Book ❑ eeb - Existing Electrical Box o efob - Existing Fiber Optic Box - egw- Existing buy Wire + elp - Existing Light Pole Q erne - Existing Monitor Well eop - Edge of Pavement W epb - Existing Phone Box O epp - Existing Power Pole ex. - Existing St. - 6round Level O IPF - Iron Pipe Found M.B. - Map Book NCSR - North Carolina Secondary Road P9. - Page O PKF - PK Nail Found R/W - Right-of-way Typ. - Typical 5 i - Existing Lot Number O- Lot Number - Concrete Sidewalk W W W - Wetlands Hatch ohpl - Overhead Power Lire uG - Underground Utility Lire ---------- -Wetlands Line Recreation Area - Single Family Lots 166 Lots x 0.03 Ac./Units Area Required ................... 4.98 Ac. Passive Area Provided ........... 2.8± Ac. Active Area Provided ............ 4.0± Ac. Total Area Provided .............. 7-.8± Ac. Multi -Family Unitss 72 Lots x 0.03 Ac./Units Area Required ................... 2.16 Ac. Passive Area Provided ........... 2.3± Ac. Active Area Provided ............ 1.9± Ac. Total Area Provided .............-T-.'± Ac. Setbacks Front Yard ............... 20' Side Yard ................ 10' Side Street .............. 20' Rear Yard ................ 201 Preliminary Plat Not for recordation, conveyances or sales Preliminary Plan- Not for recordation. conveyances, or sales RIVERSIDE DEVELOPMENT PERFORMANCE RESIDENTIAL DEVELOPMENT Cope Fear Twp., New Hanover Co., North Carolina Owner/Developer` Clearly Development, Inc. 100 Carolina Plantations Boulevard Jacksonville, NC 28546 (910)455-6956 PRINTID 1 4 { 1► - DATE: 03/11/15 GRAPHIC SCALE:1n=100' PARKER&;S"_rC.ATESINC 0 50 100 200 300 CONSULTING ENG.•f LRS LAND SURVEYORS LAND PLANN�",j'c'f ALE: V=100' FEET P.O. BOX 976 JACKSONVILLE NC 28441.0976 _. Parker & Associates, Inc. Consulting Engineers — Land Surveyors — Land Planners P.O. Box 976 - MUI-0976 808 New M14V street - 88640 Sheet 2 of 24 JaoluonviUe, North Carolina Phone 910) 455-2414 - Fax (910) 455-3441 License Number F-0108 n Vicinity Sketch I Not to Scale Legend Ac. - Acreage B-B - Back of Curb to Back of Curb DOC - Back of Curb C.O.D. - Conservation Overlay District 0 Comp - Computed Point Conc.- Concrete D.B.- Deed Book 0 epp - Existing Power Pole egw - Existing Guy Wire M.B. - Map Book - MBL - Minimum Building Line PC - Point of Curvature I Section 2 1 "10) I Pg- 9 °� I _ Horne Place 1 ' Section 2 PT - Point of Tangency I _ I ` 12 c �'' Block A I I Horne Place R/W- Right-of-way ' _ I 0 i M.B.8,Pg.42 1 I I s.t.-10'x70' Sight Triangle - ' _ 114 i _ ' 2 Section 2 HorneSection I R-20 Zone M.B.lack a, PA 42 Typ. -Typical _ I ` 15 i Section 2 1 horns Place I Block Are Ex. 20' i I I R-20 Zone I16 i Section 2 I Horne Place Block A M.B. 8, Pg. 42 I Drainage O - Curve Number ' Craig S. Q Suzanne S. Spell - I h9 Pe I Horne Plaice Block A I M.B. 8, Pg. 42 I R-20 Zone Easement D.B. 5553, Pg. Section 2 R-20 Zone 9 Block A M.B. B, P . 42 25 i Existing Lot Number ' I R-20 Zone I Horne Block Are I M.B. 6, Pg. 42 I R-20 Zore M.B. 8, Pg. 42 R-20 Zone 161' _ _ - - 1 74 - Lot Number ( I I James A.Pe x I Beaver Dam I R-20 Zone ' 104' - _ _ - ( I 1 Sylvia M. Pehder canp 158 I Barbara J. Hill D.B.1378, Pg, 242.65 121' ._ - - - r R >2 2 1 I U.S.010, P 379 I Lane t-15.11 E _ - 157 / - Concrete Sidewalk 8• 1 - I Edna Suggs Glenn I R-20 Zone R-20 Zont 10'1' _ •� WT' - • W D.B. 9801, Pg. 292 ' 45r R w COUP 70 - - - 756 7 Wetlonds Hatch I R-20 Zone / _ - - r6r• 126� / 48.5'R 121 I Existing Woods Line Rebecca Nixon Winslow I I I _ _t53 - _ 20, O i � \\ I n9 D.B. 1201, Pg. 1838 t12' X / I - ohpl Overhead Power Line R-20 Zone g9 _ - _ ti ----•------Wetlands Lire I I; 85 0 6' N cefi.c1_` I/ �� e5 I �a 159 i �- Thomas Preston A Rebecca Winslow a2' r b N O .:°j r ry G �� D.B. 5231, Pg. 2007 I 78 -80 - - - ( I 101 702 ` j N $ Site Benchmark D.B.1052, Pg. 527 n _ _ N r 24' R-20 Zone 70• _ -- _' 20• J2 qZ 3T B-B 11S \ r l~ _ - s• p 103 153 O 155 / _ J Y Nail in West side of 30 Pine 5' Conc. 70 - - I I Q1 i \ 152 / 10' utility Sidewalk 70 - - - b, 20' / r 160 Elevation: 31.0 (29 Datum) +E 2270.28' 70' _ - - $ n °'I I N °~ 100 50'R gP \ a� .�• MBL 72_. // // Easement ro, I 20. Y written on existing stoke N8t 42'� 70 70 - - w w N O 67• / rj Cwrcrd Survey -Elevation 76 _ _ - - ,. O �' 91 O 93 94 95 - 96 97 i� ( �`0- \ 1 ,2a 1 / �• - - - - - s.%/ / /� '°• 161 i �I + Y 29.95 (NAVD '88 Datum) 79' N o 89 coo 90 92 Mk 69' 69' 69__ 98 tt3. ` I Eosemerd i / I 36' y Ripple Court 76 - _ _ I r o w ae a 50' R/ W Io = - - - _ - - - - _ 69, 1 1 F \ / J B� =a ias Y 45' R/W tog'-_ _ --� r II �I� 87 Tribe Circ170- ==1 -I-6` ss \ `t: /( to j/ice - - -- ''� 1s3 '\� q I .o / O \ \ 20 rw._ _= = (prirtte Street) _ - - - - - - - \ \ ` s ��j� m I �ss-�r / / ' 9 I I,. 97-r_ M8C �,q�mo.'�' Per M.D. 32ePg 59 \ \ I .464..- _ ) O 'v r 83 71 J m _ .. - -a I I41 \ 79 a� 69�- / E - - - _ 7a' 78' 79' '- �e a b'� r 150 0 149 F \ t 64 1 D.B. 5133, Pg. 626 _ - _ � b I _ - "�'� 36 1.181°42'05" �- -- 7z. Caiw - - / / w 80 82 6 / 148 .� B_g 1 �.� 120 79' / O 20' ,p �• \ �•y0' Wetlands 10' /� by -s.. I m I I \ / / r 151 Y Line ~ 50'R Y 1 (TyP•) / q7 �'b '✓' tAj -i _s ,_= �� 120 \ w $'_ 109 n 6l - •st.\ 1 r 12�- CP&LPower / / 78 \\ ue (� Szo' 20'1 0 1as �I ttt 1 131 �� 1o4•�g_ ta7 �� \\ S tss \\ N, O st 1 1za• 1110 � 9g N Y ► ' 136, / \ O ' / - -� -,\ I Mai 1 O I i O 11 :..................., Line 100 R/ W gyp°/ - iz0- 52 N I i I O I I 1za• ?: k, � 6r I 1 1 `i / \ \ °I - 68� 112 i t27' \ 124 I 53 I 20, O 113 r / w \ \ + I Al3f. `\� /R / O / 9, I$ 20'O wI I I 128' 1 II 3g �� _ 6�' ,g O i. I a I r\ 146 \\ I Passive Open Space e9 r / r d' \ r 77 \ �S• 320 � / / ^' Ir 128' 38 I w _ -63' 61 _ ` 1 R 1 �'- \.a'. 166 1 w Common Area #3 •r / ePP a O ,r , R 2° r 71 • I 1 20' O N I 128' 7� 68' NI w 132 I 1 , O •a '° \ .,• agar agar 1 \'? 1Y / 9� '''o. ?c p I i142' 2 _ T _ _ 8 I ?r g 1.4t Ac. 70 1 1 I i w_ 51 1 1 128' r Nm I r 20 72 �- 46' �69' 1 I I 127 1 f �' 1 PT a 20 s \ j / 60•- `6\ %• J 53• J 54 III I _ I - - O �1 Im 72 "+ �-- _ 1 '145 Y Y \ a\'Oegw °s \ \ / 24' ) / 9� .'o. � IN N t28' 1 '1 IIw 34 � Ir 721 m 120 S >2 T � �� 10' IN 20' � go Y Y o \ o g\ \ \/ 76) 128� I 130 I w..a 1e•PP \\ \ / 20, �Q? O / 1 1 50 20' 1 i 39128' _ _ 1 �'R 119 6 118 I 1 i C 133 u 1 Active Open Space I PC m Y Y o \ / 55 .k _ - i" 116 m 36' \ \ B O 1 kT L -- -'� , t "' - �• O _ 1 ° fD Common Area I 1T N 36. p 117 In � .s= 20' �,I I � 48.5'R 74. 20' a w I K 2.5t Ac. w� � M 10' utility kr 1 12T 10' utility 6 I B-B / / / �• L- "1 r -rI 1' O _► I BOC n' B-B O 114 h. g I 1 Easement Y Y /Y •\ \ I I � 33 \ BL 24 dy �' 175 �_ I N Sidewalk $I 129' /°' 68 " d I I'' O w I v I 12W 1,r I � n, Easement .i f y i � c Passive Open Spore t 129' / / O - / - ~1 (� Y Y Y Y +• Y \ r - I O I 800, Bl' .,.{ u! 130' t34' N \ Common Area w � �! w 1 720' '' _ � I ua w O 49 1 1 l28' I f 32 I 122 W � � >z' - � I � � 134 O Y Y Y Y Y 1.Sz Ac. m N 0°31'2dp _ _ II l 127' /� + �•''� //Y' / \\\ 5s I f II .�J 1 1 / O 1 � 128' r• 1 w g� ,��. w \ w lA;w>tes,� _. � I � t I I I 1 lza' 1 1 e• 40rW /- /i4 O N 120' ( PC I l0 67Iq Active Open Space a, I Cn 41 °!I I / 43, ` �/ 7"�2' `_� _ n 12 c'+5 1 05 1 ro 1 ! k�A W Y Y Y Y Y Y Y • I \ ' \ \ t 3 No A Common Area #7 10' Utility6 "'� r O I 1� O fD I I t28'DQIt _ 1 o tP• 135 I ` 143 / O ! �' Z •� I \ s \ I I 120' 1.5t Ac. Sidewalk 1 w I i 126' VP. i / 123 _ 124 a COS•(• r D T,� hI-_- - �i .•• (Jt 12./. �3� /� r O / 'iq, {! W 73 m I i;-' I 10' Easement -� N I I 128' vU I �I 1 � 31 �1 N 20' � O � t 25 N 45 R/ • t 1 I 71 68' 20' 69' 1N\ �. I' � Ilai c Y Y Y \ t 120' I m 127' ; ► ► 'l� 1 J L I O. ` / 2 Util" MBL 1 e \ �I 20 \ ` �°j// / _ M 727 h I I m' I J 142 \� / O Bruce B. Cameron L Y Y Y Y ° t I I I s _ _ O� s Sidewalk I 136 to S o \ I I 47 `- L 76. I / 128 nr w 130 `s" 1 I w w N 1 \\ •a �' \ m 1 i 120' 57 y I O t28' i - _ _ _ _ _ _ O n Easement O Rev. Trust (p Y Y Y c, \ v \ \ I o• 72 �I IN - 1 "1 l9 I L •r 119' _ _ `2, I I I II_ Tract 1 m Y Y Y ' O \ s \ ' , - O \ �, I _ t27' _ 1 m o l \ 1 w\ 1 tzr I ,� 1za - - - I I 30 20 w �n' ` -'�' 20, 1zs 1 _ - _ 51� 63 141 �e�e �A D.B. 9904, Pg. 313 Y Y Y \ ] 13� - m 65 c i� I O ` 72' \\ \ O I r I n' N R-20 Zone /y Y Y Y Y I \ / ,• w � \ \ 1- \ \�� tizi � �I I � I N 20' 43 �I I 1 1za• � _ J LS_ _o' _ � Zo' w r 140 +� �e/i ,.>;�� // a' Flood Zone ,.�{ tit Y Y'Shaded X" Y 1 \ S o \ \ \ / / / \ 1 N 58 N 1 ;2 I \ O 1 I 12O I 10' Utility 2 20 I I 72 69" - 68 78 1 i � 137 r $ ro1i / / h�Oti ty / / bti is2 � Y Y Y \ o c \ 10' \ / / 20• ds\ I 127' I & 1Iw 126' 1 29 s Sidewak - 61' i II _ t27' $ 139 �'�' S Y Y Y ) Flood a \ \ 64 \\ 1 II" O � Easement hl I _ 20' Zone \ \ m�0 d 33• 10, UtilityI I 44 w 122' 27 i 138 5 -kI1 EasemenI I O O 26 ..I I 25 -• r .- �,I I O a1 N r w M 2, vs Y Y Y \ \ \ Sidewalk \ \ 8g ` I N 59 I I m 20' ,- ' I _ _ = 72 ( 14 a 22 20 MBL 120' a 12o' \ \ \ \ m 45 114' L _ st. O c 60' 1 128' 1' - O/ - - v 4 ` - >2' O I 2 Y Y\' Open Space #4 \�8�63 '`ry I II P 1 >\ ,/ � � O 36 � A961 _ 23 5 Conk. 21 If J/ II ��1� O / / I ♦ •.O� l\ _ 9e` �' Sidewalk �..st.- - \ F \ yh \ \ ?0, 1 \ 42'05 W B - �>9' 88' n _ ► 'Y Y w c� II 62 c 20' o` 561° IY Y Y Flood; Y Y _ I \ \ lJ Qa, \ \ .N, �• c c+ _ _ - _ 8 N80°g8'�.µ, -• �. _ _ - '1 / �bl' Y Y Y• - 60 - _ _ / O I C Y Y AI? Y Y I \ \\\ �i \\ g. j \ QC B7. 6t �1 1 P r� �1 QG O _ - 30' 79• 2o' 79� _ �rr^°te St �y1°05'40'W - _ - /61• Y Y Y Y Y Y Y Y Y FJ \ 1 ` �•et 58 ♦ W Y Y Y \ \ \ O \ � \ \ � �. �.� ,3 i St f .y, - - � 67 MBL 67 -� ) 4 A _ - Y Y Y Y Y ✓ \ 0 4 \ %�' \ o _ ` - - - - "4' / I % N N o 17 , s 6', l IibjjI n- - _ _ _ _ O - - _ _ - ,� 68 6 0 `ram v Y Y Wetknds' Y Y Y Y Y Y Y \\\ 4 f \\\ 6 /// --- 7 •'O \ '° 0.50t AG Y Z�,Y YWetlands Y Y \\ \ / Y/p O Q R/TAB 20' 67' 69 OB •- N Je Y 3.021 Ac. Y Y - \ \ :r \ B-B , / / ( Y O ^� 60' / ` _ MBL 67 t 0 N ) \ _ _ 10' utility ci o 62' / \ O P \ a Y� _ ` - - - _ - - Easement Y Y Y. N I _ 67' _ - - 87 168'� 6>' Y \ 14 13 t 2 r 11 rb a 20 - Y i W W - 96 Wetlands Open Space #9 / Y /� ✓ Y Y Y Y Y \\ m :: _ - - _ _ - B5• ° Line (TYP•) \ '! Passive Open Space / / )� Y Y Y Y Y _ _ -- 70' 70, _ 27 n I Chadwick Acres p Y Y Y . \ o -sa % \ " I '° - I I Common Area #6 _ _ _ - - 70' _ ` 29 i I Chadwick Acres Part 1T I m Y W W \ 4 W 0 W I ' Y Y °(( \ 1.02 Ac. �. ` •✓ Y +' Y • 0.74 Wetlands Y 'r Y Y Y Y \ as, 75' _ r 31 I Part ri $ z I f Y Y Y \ i \ Y Wetkuds ater 1 \ \ \ CO• ! \ - gr I . _ Chadwick Acres I MR 15 Zoreib Cam Y Y Y Y- \ �,\ v 0.131 At to a #2 W r Y:\\ Wetlands �/ 25 � � Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y � 33 i Chadwick Acres P� II I MR-15 Zone \ ; ]ila I i Y Y i \, •Y PQ Y Y- Line (Typ.) // Y Y Y Y Y Y Y Y _ ` 35 Chadwick A�py Part II g• Y Y Y Y • Y Y° \! Y Y Y Y Y Y Y ' M.B. 5, P .116 I M.B. 5, P 116 ° y \ t 23 of 24) \ \ / r 37 i I Chadwick Acres Part II I g R-15 Zone (See Shot !' Wetlands Chadwick Acres Y \ \ // Y 2756-35' 1 i I Part II I M.B. 5, Pg.116 R-15 Zone 0.Z J Y Y Y Y •r /� \\ Y Y Y Ac.\ �1�8 SBt°05' 'W ` .- N I I Part II I M.B. 5, Pg. one 1,R-15 Zone 2 1 Adj. Chadwick Acres M.B. 5, Pg.116 R-15 Zone Daniel J. Kellogg Sr. R-15 Zone Y Y \ ° S ? r'' Adj. Chadwick Acres D.B.4967,Pg. 2624' I?relimina7•yr 7 Y Y Y Y _ /\ r -a \ 4,i I Adj. Chadwick Acres Rachel P. Lucas R-15 Zone r Plat Bruce B"Cameron Y Y Y / \ r�5 i I Ad Chadwick I MichaelH.6 I D.B.1586,Pg.270 Not for recordation, Rev. Trust + Y Y Y ( \ &L Power _ _ �' E .1 lean Pope R-15 Zone '-� Michael H. a Parcel Y Y Y Y \ Line 70' R W _ r 6 i I Ad Chadwick D.8.1212,Pg.1175 conveyances or salelo I \ / . _ j• ' Earlo Jean Pope R-15 Zone D.B. 9904, Pg. 313 Y Y Y I o c�7 i I Robert A. Chadwick Jr.4 D.B.4134, Pg. 590 R-20 Zone Y Y Y - 0 4 \ _ I . _ Adj. Chadwick Acres I Bland E. Chadwick R-15 Zone Preliminary Plan - Not for recordation, conveyances, or sales Y Y Y \ \ s ; 8 i Adj. Chadwick Acres Robert A. Chadwick Jr. b U.S.1645, Pg. 796 "'�� j I Bland E Chadwick Centerline Curve Data Y \ \\ Bennie E Bass Jr. 6 D.B.1645, Pg. 796 R-15 Zone Adj. Chadwick Acres Robin W. Bass g tanp \ _ Don Sigmond d D.B.1816, Pg. 940 R-15 Zone \\ ° Pamela B. Smith R-15 Zone 4d Chadwick Acres � \ �• I D.6.1668, Pg.1377 10 c \ 1 � L. 6 Susan D. Garner R-15 Zone I- I \ % D.B.1273, Pg.1625 Adj. Chadwick Acres \ R-15 Zone Robert A. Chadwick J6 r. \ \\\ Sylvia B. Chadwick \ D.B.1519, Pg. 951 \ ^ R-15 Zone Note: Contractor shall insure that he and all his workers (contractors, subcontractors and other site personnel) do not damage construction stakes or other measures used in laying out the project whether by the Engineer or another entity inckcdirg those under the employ of the contractor. Contractor shall cause his workers to observe and verify to the fullest extent practicable that stakes, other measures and gr odis are, or appeor to be, accurate and correct, and immediately, but prior to arty associated work, notify the staking entity of any potential conflict, error or question regarding the work The Engineer shall not be responsible if all of the above measures are not strictly adhered to. The En#ee• shall not be responsible where due to damage, his staking can not be verified. For critical or costly components of the work, where the contractor believes that staking may not be preserved, the contractor shall request the staking edify to place staking in an area where its preservation can be nsu'ed. Curve Radius Lenirth T Chord Bearing Delta 1 310.00' 326.23' 180.05' 311.39' N2P53'20'E 60°17'46' 2 500.00' 253.57' 129.58' 250-87' N66°33'56'E 29°03'27" 3 500.00' 156.53' 78.91' 155.89' S89°56'140E 17056'12" 4 310.00' 93.76' 47.24' 93.41' N89°38'02"W 17°19'47- 5 310.00' 123.88' 62.78' 123.06' 570°15'12"W 2Z°53'45" 6 350.00' 729.55' 599.30' 604.47' S61°28'4WE 119025'44' 7 310.00' 451.60' 276.52' 412.71' 539°58'04"W 83°28'01" 8 1000.00' 481.29' 245.40' 476.66' N84030'38"W 27034'34" 9 310.00' 300.97' 363.54' 289.29' imi'27'50-E 55°37'39' 10 310.00' 638.93' 15116.85' 53.1 ' N67"18'16'W 1tm'26' 11 200.00' 79.92' 40.50' 79.39' S19'44'47'E 22053'45" 12 300.00' 96.25' 48.54' 95.84' S89°42'50'E 18023'00" 13 220-W 260.An' 147.95' 245.54' 557°55'09"W 67°50'33' Field Book Disk Name: Aead #2540 Filemme. Riverside-Gemdwg Job No.: 5140409-5781 Sheet 3 of 24 RIVERSIDE DEVELOPMENT PERFORMANCE RESIDENTIAL DEVELOPMENT Cape Few Twp., New Hanover Co., North Carolina Owner/Developer. Clearly Development, Inc. 100 Carolina Plantations Boulevard Jacksonville, NC 28546 (910) 455-6956 DATE: 03/11/15 GRAPHIC SCALE: 1"=100' 0 50 100 200 300 SCALE: V=100' I FEET Parker & Associates, Inc. Consulting Engineers - Land Surveyors - Land Planners P.O. Box 978 - 28541-0976 308 New Bridge Street - 28540 Jacksonville, North Carolina Phone (010) 455-2414 - Pax 910) 455-8441 Firm Ltoenm Number. F-0108 i "W I INDEX Seedingpermanent Table 6.11f - Seeding No. 3CP for: Dry Sands to Sandy Looms; Specifications /6.11 - Specifications the "Erosion and Sediment Control Planning and Design Manual" of the state of High Maintenance, Fine Turf Seeding mixture (Specifictions are as per North Carolina) speciesRate (bu/1,000 ft-2) with Good Met Table 6.11p - Seeding No. 1CP for: Weil -to Poorly Drained saoisture Rention; Low Tifway or Tifway 11 Minimum: 3 10 Maintenance hybrid Bermudogross Rapid cover: Seeding mixture Species Rate (lb/acre) Seeding Notes 1. Sprig or sod (Practice 6-12, Sodding). Moisture is essential during initial establishment. Sod must be kept Tall fescue 80 Pensacola Bahiograss 50 well watered for 2-3 weeks, but can be planted earlier or later than sprigs. be or sprigged but does not produce a high -quality turf. It IS also less Sericeo lespedeza 30 10 2. Common Bermuda can seeded cold tolerant than the hybrids, more weed prone, and a pest in flower beds and specimen plantings. Kobe lespedezo Seeding Notes 1. From Sept. 1 - Mar. 1, use unscarified sericeo seed Planting dates Apr. - July 2. On poorly drained sites omit sericeo and increase Kobe to 30 lb/acre. and increase Kobe to 40 Ib/ocre. Soil amendments - Apply lime and fertilizer according to soil tests, or apply 3.o00 Ib/ ocre ground 3. Where o neat appearance is desired, omit sericeo agricultural limestone and 500 lb/acre 10-10-10 fertilizer, a 50 ID/acre nitrogen from turf -type Nurse plants 10 lb/acre German millet or 15 lb/acre Sudangrass. Prior to May i or after slaw -release fertilizer. Add 25-50 lb/acre nitrogen at 2- to 3-week intervals through midsummer. Sprigging - Plant sprigs in furrows with a tractor -drawn transplanter, or broadcast by hand. one Between Apr. 15 & Aug. 15, add 15, 25 Ib/acre rye (groin). Furrows shwld be 4-6 inches deep and 2 ft apart. Place sprigs about 2 ft apart in the row with Aug. add end at or above ground level (Figure 6.11d). into the top 1/2-2 inches of soil with a disk set Seeding dates Possible Broadcast at rates shown above, and press sprigs straight so that sprigs are not brought bock toward the surface. Best Early spring: Feb. 15 - Mar. 20 Feb. 15 - Apr. 30 30 Sept. 1 - Oct. 31 Mulch - Do not mulch. - Water as needed and mow to 3/4- to 1-inch height. Topdress with 40 lb/acre nitrogen in Fail Sept. i - Sept. Maintenance Apr., 50 ib in May, 50 lb in June, 30 lb in July, and 25-50 lb in Aug. Soli amendments - Apply lime and fertilizer according to soil tests, lb apply o-1 0- 0 Ter. lb/acre ground limestone (use the lower rate on sandy lolls) and 1,000 Ib/acre 10-10-10 fertilizer. Table 6.119 -Seeding No. 4CP tor: Well -Drained Sandy Looms to Dry Sands, Coastal Plain and Eastern Edge agricultural Mulch - Apply 4.000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor straw by roving or by crimping with a mulch anchoring tool. A disk with blades set of Piedmont; Low -to Medium -Care Lawns Seeding mixture tacking with asphalt. netting, or nearly straight can be used as a mulch anchoring tool. is less than fully adequate, refertilize in the second year, according to soil tests or Species Rate Centipedegrass 10-20 lb/acre (seed) or Maintenance - If growth topdress with 500 Ib/ocre 10-10-10 fertilizer, Mow as needed when sericeo is omitted from the mixture. 33 bu/ocre (sprigs) Reseed, fertilize, and mulch damaged areas immediately. Table 6.itq - Seeding No. 2CP for: Well -to Poorly Drained soils with Good Moisture Retention; High Seeding dates Mar. - June July where water Is available for 111r190tl0n.) Maintenance (Sprigging can be done through Seeding mixture Species Rate (lb/ocre) Soil amendments - Apply lime and fertilizer according to soil tests, or apply 300 lb/acre 10-10-10, Plant in furrows with a tractor -drawn transplanter, or broadcast by hand. Tall fescue (blend of two or three improved varieties) 200 Sprigging - sprigs Furrows shoa'd be 4-6 in ches deep and 2 ft apart. Place sprigs about 2 R apart in the row with one end Rye (grain) 25 at or above ground level (Figure 6.11d) Broadcast at rates shwon above, and press sprigs into the top 1/2-2 inches of soil with a disk set straight Seeding dotes so that sprigs are not brought bock toward the surface. Best: Sept. 15 - Oct. 15 Possible: Sept. 1 - Oct. 31 or Feb. 15 - Apr. 30 Mulch - Do not mulch. Maintenance - Fertilize very sparingly - 20 lb/acre nitrogen in spring with no phosphorus. Centipedegrass I 3,000-5,000 lb/acre acre round - Apply lime and fertilizer according to soil tests. or apply / 9 cannot tolerate high pH or excess fertilizer. Soil amendments agricultural limestone (use the lower rate on sandy soils) and 1,000 lb/acre 10-10-10 fertilizer. by Table 6.11t -- Seeding No. SCP for: Welt -Drained Sandy Looms to Dry Sands; Mulch - Apply 4,000 Ib/ocre groin straw or equivalent cover of another suitable mulch. Anchor straw mulch anchoring tool. A disk with blades set Low Maintenance tacking with asphalt, netting, or roving or by crimping with a straight can be used as a mulch anchoring tool. Seeding mixture Species Rate (lb/ocre) nearly Maintenance - Fertilize according to soil tests or apply 40 lb/acre nitrogen in Jan. or Feb., 40 lb In Sept., 12-4-8 16-4-8. or similar turf fertilizer. Avoid tert'ilizer appl-notions during pensxolo Bohiowass 50 Sericeo lespedeza 30 and 40 lb in Nov., from a , warm weather, as this inceases stand losses to disease. Reseed, fertilize, and mulch damaged areas Common Bermudagrass 10 immediately. Mow to a height of 2.5-3.5 inches as needed. 7CP for: Gross -lined Channels: Coastal Plain, Lower Piedmont, and Dry Soils in ihr German millet 10 Table 6.11v - Seeding No. Seeding Notes Central Piedmont Seeding mixture 1. Where a neat appearance is desired, omit sericea. Bermuda only on isolated sites where it cannot become a pest. Bermudagrass may be Species Rote (lb/acre) Common Bermudagross 40-80 (1-2 Ib/1,000 ft-2) 2. Use common replaced with 5 Ib/acre centipedegross. Seeding dates Seeding dates Apr. 1 - July 15 Coastal Plain: Apr. - July Piedmont: Apr. 15 - June 30 Soil amendments -Apply lime and fertilizer according to sod tests, or, apply 3.000 lb/acre ground Soil amendments - Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground fertilizer. agricultural ilmestone and 500 lb/acre 10-10-10 fertilizer. Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor by tacking agricultural limestone and 500 lb/acre 10-10-10 matting, or other effective channel lining material to cover the bottom of Mulch - with asphalt roving, or netting or by crimping with a mulch anchoring tool. A disk with blades set nearly Mulch - Use jute, excelsior channels and ditches. The lining should extend above the highest calculated depth of flow. On channel side temporary linings, apply 4,000 lb/acre grain strove straight can be used as a mulch encoring tool. - Refertilize the following Apr. with 50 lb/acre nitrogen. Repeat as growth requires. May be slopes above this height, and in drainages not requiring by netting over the top. Maintenance mowed only once a year. Where a neat appearance is desired, omit sericeo and mow as often as need. and anchor straw stapling 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. NOTE$: 1. DISTURBED AREA=3,940,220 S.F. = ±90.46 AC. / 2. ALL SEWER MAINS TO BE 8" PIPE WITH MINIMUM 3' COVER NOTED OTHERWISE. T J UNLESS 3. ALL WATER MAINS TO BE 8" PIPE UNLESS NOTED OTHERWISE WITH A MINIMUM 3' COVER.• 4. ALL ROAD MATERIALS SHALL MEET NCDOT STANDARDS. Trlbut 5. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER IS 87 TO BE 10 BETWEEN EDGE OF PIPES. 6. A 24 IN. VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER `1 -'-' 1 84 AND. SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED. i e 7. VERTICAL SEPARATION BETWEEN WATER AND SANITARY SEWER; & Pas9M Roc Area WATER OVER SANITARY SEWER: >18" OR USE D.I.P. ,\ E i l 1so Z94 ee. (ON BOTH) IG' ON EITHER SIDE OF CROSSING. • / SANITARY SEWER OVER WATER: USE D.I.P. (ON BOTH) 10' ON <\ 3 EITHER SIDE OF CROSSING. B. VERTICAL SEPARATION BETWEEN WATER AND STORM SEWER, 5t ^\'- 54 p WATER OVER STORM SEWER: >18" OR USE D.I.P. ON WATER 10' \q t 1 W 78 1 50 ON EITHER SIDE OF CROSSING. 55 -O / A STORM SEWER OVER WATER: USE D.I.P. ON WATER 10' ON EITHER SIDE OF CROSSING. 9. ALL SANITARY SEWER MANHOLES WITH A DROP OF 30" OR GREATER SHALL 1 HAVE AN INSIDE DIAMETER OF 5' WITH AN INSIDE DROP STRUCTURE. - 49 �l Z _ 89 513 TOWARDS DRAINAGE SYSTEM & PONDS. \ , \,� 10. ALL ROOF DRAINS TO BE DIRECTED Rea Arsa 48 ea A 11. THERE SHALL BE NO ENCOMBR ANCES WITHIN THE RIGHT-OF-WAY. _,/ : -n - 12. UPON COMPLETION OF ANY PHASE OF ACTIVITY SIDE SLOPES WILL BE �`� 'tk 75 � SEEDED/STABILIZED WITHIN 21 DAYS OF NO CONSTRUCTION, ALL OTHER 8 6+\ DISTURBED AREAS WILL BE SEEDED/STABILIZED WITHIN 15 DAYS OF NO i_- 57 47 CONSTRUCTION. 18. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RAISE & SLOPE LOTS �`) +\- $' ADEQUATELY TO ENSURE POSITIVE DRAINAGE TOWARD STREET. s 58 46 Tt� 14. THE DEVELOPER SHALL ENSURE STORMWATER ON ADJACENT PROPERTY IS NOT HINDERED FROM FLOWING OFF THEIR PROPERTY DUE TO DEVELOPMENT. 15. MANHOLES, CATCH BASINS, AND DROP INLETS SHALL BE SIZED APPROPRIATELY TO ACCOMODATE OVERSIZED PIPES. 83 16. SANITARY SEWER WITHIN 50' OF WETLANDS SHALL MEET WATER \` 62 MAIN STANDARDS. 17. ALL CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL, STATE, & FEDERAL REGULATIONS & CODES. 61 18. NO GEOTECHNICAL TESTING HAS BEEN PERFORMED ON SITE. NO WARRANTY i - � Y, IS EXPRESSED OR IMPLIED FOR SUITABILITY OF SOILS. OWNER/CONTRACTOR s^• SHOULD CONSULT WITH A GEOTECHNICAL ENGINEER FOR SOILS INFORMATION. � ANY UNDERCUT & REQUIRED REPLACEMENT WTH SUITABLE MATERIAL SHALL a �• BE THE RESPONSIBILITY OF THE CONTRACTOR.' 19. SOILS ON SITE ARE MAINLY: Wr, Cr, Ra, On, Jo, Se, & Ph.- 20. TOTAL IMPERVIOUS AREA ON SITE = 1.118,837 S.F. 21. SOME OFFSITE DRAINAGE ENTERS THE SITE. 22. THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA AS SHOWN -}- POND #1 OF FIRM COMMUNITY PANEL: 3720312900J / DATED: APRIL 3, 2006. 23. WHEELCHAIR RAMPS TO BE NCDOT STANDARD. WHEELCHAIR RAMPS TO BE MAINTAINED BY THE HOA. •i 24. A RECORDED DRAINAGE EASEMENT IS TO BE PROVIDED FOR EACH POND INCLUDING ACCESS TO NEAREST RIGHT-OF-WAY. 25. PRIOR TO INSTALLATION OF WATER & SEWER MAINS ..�.. �"'•r CONTRACTOR IS TO NOTIFY THE ENGINEER, JEFF MALPASS, PE, 'a _ •""•`��`r'+'M WITH MALPASS ENGINEERING, PC AT 910-392-5243. "'' a rya. vr�r.+r -• "'w, ° 26. DEVELOPER AND/OR LOT OWNER CAN NOT PLACE VERTICAL OBSTRUCTIONS. FENCES. WALLS, ETC., IN EASMENTS. 27. STUB ROAD IS DESIGNED TO NCDOT STANDARDS FOR LOCAL RESIDENTIAL Avenue ROADS. 28. ALL STREETS TO BE DEDICATED AS PRIVATE, BUT FOR PUBLIC USE, ""'+,:,'r"P+,,w�••• • Chadwick ` s+ AND DESIGNED & CONSTRUCTED TO NCDOT STANDARDS. rrA'Ir THESE RESTRICTIONS SHALL BE INCLUDED IN THE HOMEOWNERS \ DOCUMENTS: 1) NO GATES 5' Sidewalk 5' Si 2) NO SPEED BUMPS 3) NO ON -STREET PARKING 29. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW UtilityEasement Easeme t 4�' ROW- 24' B-B Utility Utility Easeme t HANOVER COUNTY ZONING ORDINANCE AND SUBDIVISION REGULATIONS. 10' 30. ALL COMMON AREAS, INCLUSIVE OF RECREATION AREAS, SHALL BE 10' 4' r-10' to'-- 10' 4' DEDICATED TO AND MAINTAINED BY A HOMEOWNER'S ASSOCIATION. 31. STREET LIGHTING SHALL BE PROVIDED IN ACCORDANCE WITH 13:1 Max. SEC. 52-9 OF THE SUBDIVISION REGULATIONS. 2" FT. Slope 3�1 MAX. i/2"/FT. I 4" FT 1 4" FT. T 3'1 MAX, 32. BUILDING SETBACKS SHALL BE MIN. 20' FROM ALL PERIMETER 1 To Grade STRUCTURES AND 20' BETWEEN sE�nro 7/2"7/q •o, 0" .-- 2•_p^ sDPE ro 1/2";, BOUNDARIES, to' BETWEEN DETACHED PER F'E4 EXISTING' 6^_'� �i-i/2" Valley PER I'E Temoorary Seeding Table 6.10c Temporary Seeding Recommendations for Fall Specifications #6.10 - Specifications Seeding mixture (Specifications are as per the "Erosion and Sediment Control Planning and Design Manual" of the state of North Caroline) Species Rote (lb/acre) Toole 6.ioa - Temporary Seeding Recommendations Rye (grain) 120 for Late Winter and Early Spring Seeding Mixture Seeding dates Species Rate (lb/acre) Mountions - Aug. 15-Dec. 30 Rye (grain) 120 Coastal Plain and Piedmont - Aug. 15-Dec. 30 Annual lespedeza (Kobe in Piedmont and Coastal Plain, Soil amendments -Follow soil tests or apply 2,000 Ib/acre ground agricultural limestone and 1,000 Ib/acre 10-10-10 Korean in Mountains) 50 fertilizer. Mulch - Apply 4.000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with Omit annual lespedeza when duration of temporary cover is not to extend beyond June. blades set nearly straight can be used as a mulch anchoring tool. Maintenance - Repair and refertilize damaged areas immediately. Topdress with 50 Ib/ocre of nitrogen in March, If it is Seeding dates necessary to extend temporary cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain) or Korean Mountains - Above 2500 ft: Feb. 15-May 15 (Mountains) lespedeza in late February or early March. Below 2500 ft: Feb. 1-May 1 Piedmont - Jan. 1-May 1 Coastal Plain - Dec. 1-Apr. 15 Soil amendments -Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer. Mulch - Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. 2'-0• Maintenance - Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other z-0. damage. 1,-0" V-O" +/r R Table 6.10b Temporary seeding Recommendations for Summer 1.5" TYPE SF9.SA ASPHALT I I T Seeding mixture +' R 9 I 1 COVER SHEET 2 PLAN PROFILE 3 PLAN PROFILE 4 PLAN PROFILE 5 PLAN PROFILE 6 PLAN PROFILE 7 PLAN PROFILE 8 PLAN PROFILE 9 PLAN PROFILE i0 PLAN PROFILE 11 PLAN PROFILE 12 WATER DETAIL SHEET 13 TAIL SANITARY SEWER DETAIL SHEET 13A SANITARY SEWER DETAIL SHEET -138 SANITARY SEWER DETAIL SHEET 14 LIFT STATION DETAIL SHEET 15 STORMWATER & EROSION CONTROL 16 STORMWATER & EROSION CONTROL 17 STORMWATER & EROSION CONTROL 18 STORMWATER &EROSION CONTROL � 14o tRD. N OAKW E .'� VICINITY MAP N.T.S. Species Rate (lb/acre) German millet 40 In the Piedmont and Mountains, a small -stemmed Sudongrass may be substituted at a rate of 50 lb/acre. Seeding dates Mountains - May 15-Aug. 15 /j' Piedmont - May 1-Aug. 15 COMPACTED) Coastal Plain - Apr. 15-Aug. 15 EARTH Soil amendments - Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and 750 ib/acre 10-10-10 fertilizer. TYPE Mulch - Apply 4,000 lb/acre straw. Anchor straw by tocking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch onchoring tool. Maintenance - Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage. - ' . ' o��i 6" CRUSHED STONE(ABC) o 1 o p wH CURB AND GUTTER'" $D %-04 NOT TO SCALE 1 1/1' R '� _' - aural VI siO AWAY As sHOAN w PA1w(WG WT STANDAR11 Y:1lR8 SECTION TYPE wAw NOT Rl SGNE 19 STORMWATER & EROSION CONTROL - LEGEND �- VP s - _ _ LIMITS OF DISTURBANCE SILT FENCE WATER MAIN SANITARY SEWER MAIN FORCE MAIN WETLANDS EXISTING CONTOURS DRAINAGE OR UTILITY EASEMENT T EVATI 20 STORMWATER & EROSION CONTROL 21 STORMWATER & EROSION CONTROL 22 STORMWATER & EROSION CONTROL 23 DETAIL SHEET 23A DETAIL SHEET 23B DETAIL SHEET 24 DETAIL SHEET 25 DETAIL SHEET 26 DETAIL SHEET 27 DETAIL SHEET 28 DETAIL SHEET 29 DETAIL SHEET 30 DETAIL SHEET�s9 N n nnw na' O._O ATTACHED STRUCTURES. GRADE Valley GRADE 33 TRACT HAS BEEN TIMBERED, THERE ARE NO TREES WITHIN THE FT. FT, t ABC SF9.SA Gutter FT. FT. valleyGutter - ABC '` ` Gutter Gutter SF9.SA PROPOSED RIGHTS -OF -WAY. Road X-Section 34. ALL TELEPHONE, ELECTRIC, GAS AND TELEVISION SERVICE LINES SHALL BE INSTALLED UNDERGROUND, CONSTRUCTION SHALL COMMENCE UNTIL A PERMIT IS OBTAINED Beaver Dam Lane From 35. NO IN ACCORDANCE WITH THE NEWHANOVER COUNTY SOIL EROSION & Cul-de-Sac to N. Intersection SEDIMENTATION ORDINANCE. W/ Tributary Circle) 36. ZONING DISTRICT: R-15. 37. LAND CLASSIFICATION: TRANSITION. Delta Court 38. BUILDING PADS ARE TO BE A MINIMUM OF 2 FT ABOVE BACK OF CURB IN FRONT OF EACH LOT BASED ON STRAIGHT LINE OF HIGH Ripple Court POINTS (THEREFORE. THE BUILDING PAID ON A. LOT LOCATED AT A Current Circle POINT ALONG THE ROAD WILL BE GREATER THAN 2 FT ABOVE LOW THE ACTUAL BACK OF CURB.) CONTRACTOR/BUILDER SHALL SWALE (w/ Valley Gutter) LOT LINES & BUILD UP LOTS GREATER THAN THE MINIMUM SPECIFIED IF NECESSARY TO ENSURE PtYITIVE DRAINAGE OF RUNOFF FROM THE REAR OF LOTS TO THE ROAD IN FRONT OF ITSELF. N.T.S. 39. ALL DROP INLETS TO BE HEAVY DUN 2'x3' FRAME & GRATE FOUNDRIESITEM #24364 OR EQUIVALENT). FRAME & GRATE 0 BEARING, 40. LIFT STATION & SANITARY SEWER MANHOLE MANUFACTURER IS 7' CONC. Road X-Section Beaver Dam Lane (From N. Intersection w/ Tributary Circle to End) Sandy Banks Lane Down Stream Lane DCAT1014 RESPSONSIBLE FOR ENTIRE STRUCTURAL DESIGN (REINFORCEMENT, ETC.) OF UFT STATION & SANITARY SEWER MANHOLES- TURNDOWN SIDEWALK 9'x1E'-ARKIN- SPACES PARKING SPACES 24 DRIVE AISLE 9---__ 9'x16' PARKING SPACES THICKNESS, 141. GRAVITY SANITARY SEWER W1TH1N 50' OF WETLANDS MUST BE TESTING MIN 1/4" PER -._ DUCTILE IRON PIPE & MEET WATER MAIN MATERIALS, 3:1 MAX FT. SLOPE METHODS, & ACCEPTABILITY STANDARDS (15A NCAC 18C). SANITARY SLOPE TO -'�'r- SEWER MANHOLES MUST BE GREATER THAN 50' FROM WETLANDS, AS EXISTING =_- r 2 MEASURED TO THE CLOSEST OUTSIDE EDGE OF THE MANHOLE. GK.4DE '� MIN. 1 '2'J -6" A.B.C. ASP(1ALT 42. NO PIPE JOINTS SHALL BE INSIDE ANY INTERFERENCE STRUCTURE. PER F1f. OVER COMPACTED DEEACH PFIRE ENTER OR ENT TO BE SLOPE SUBGRADE PREVENTER 43INSTALLEDN INSIDE CONDOMINIUM ON LINE. BACKFOLOW� ^ OF BACKFLOW PREVENTER SHOWN 014 PLAN 5 SHALL BE AN RPZ. L APPROXIMATE. Typical X-Section at Parking Area 44. ANY MECHANICAL EQUIPMENT OPERATING IN AND AROUND TRANSMISSION LINES MUST COMPLY WITH THE NATIONAL ELECTRIC SAFETY CODE FOR MINIMUM LINE CLEARANCES. TIM, cone Win i !` FI IN PRnGRFSS ENERGY R/W. Kt\AutoCAD\2005\16?\wTightsbaro(9-9 08}.dwg N.T.S. 24' DRIVE AISLE SUBGRADE 10' Non -Municipal Utility Esmt. 3:1 MAX. SLOPE TO 1 4" FT. EXISTING 5" Conc. GRADE T /2» Sidewalk E'ER FT. 7' CONC. TURNDOWN SIDEWALK 9'x16' PARKING SPACES Hama Raft Sea, 2 Mite Py 42 R-20 Horne P1oce Drive • a. a: r O• ( IN FEET 1 inch = 200 ft ^ 0" 10' Non -Municipal Utility Esmt. ,., 'r ��'� STONE Riverside Drive X-Section 1. REVISED PER NNC. 2 REVSED PER NHC. 3 REVISED TO ADJUST SEWER. EXIflO WATER. & ADD NOTES. to- 08, 4 REVISED PEP. CEPUA 12 x REV NO. DESCRIPTION DATE REVISIONS PROPOSED SPO EL INLET PROTECTION STORMWATER RUNOFF (DIRECTION OF FLOW) DLX_]f_:L7 10' MAINTENANCE ACCES' O SANITARY SEWER MANHOi (SSMH) F GATE VALVE (G.V.) FIRE HYDRANT (F/H) k I , FLOW ARROW DESIGNER'S PIA) CERTIFICATION: EXISTING GRADE I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST NEW HAIMVER COUNTY ORDINANCES AND STORMWAETR DESIGN MANUAL. SIGNATURE:' mm "_ _-- OWNER'S CERTIFICATION r 1 (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON RECEIPT OF "AUTHORzAT1DN-TO-coNSIRUcT ANY CLEARING, GRADING, CONSTRUCTION DR DEVELOPMENT, WILL BE F£RFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF NEW NAt10VER 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 FACIUP.ES I (WE) WILL NOT ATTEMPT TO TRANFER OF THIS RESPONSIBILITY WITHOUT THE WRITTEN AL'TH'JRIZATKJN OF 1 NEW HANOVER COUNTY." SIGNATURE: PRIM NAME TITLE' SANITARY SEWER NOTES - 1. SEWER GUARDS REQUIRED AT ALL MH `+t�i_E& j STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 2. 10' UTILITY EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS. 3. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT OF WAY LINE IN CENTER OF ROAD FRONTAGE FOR EACH LOT THAT IS SERVED. SERVICES IN CUL-DE-SAC ARE REQUIRED TO BE PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT RIGHT Cc WAY LINF IN CENTER OF ROAD FRONTAGE FOR EACr LOT THAT I', SERVED. 4. ALL SERVICES TYING INTO DUCTILE IRON MAIN5 SHALL BE CONSTRUCTED OF CLASS 50 D.I.P.. 401 PROTECTO CERAMIC LINED. 5. SERVICES SHALL EXTEND FROM MAIN TO CENTER OF LOT. \A m 2tiaT 9eO .O O R50.0' DELTA COURT CUL-DE-SAC. DETAIL N.T.S. �I 11/2" FT 1/4 I I 1 2 FT.I 3:1MAz. ROPE To 1 1/2-IF-El 1/4"i /FT GRADE PER PER 2_f 140 g'-/ `1 1/2" Valley FT, FT, Valley ABC SF9.5A Gutter Gutter Tributary Circle Road X-Section (w/ Valley Gutter) N.T.S. 3:1 Mcx Sf ape CHECKED: JBM I, PROJEC 'r.': 164 SHF_E. 7 A N/F Home Place, Sec. 2 N MB8 Pg.42 R-20 N/F r v e N/F Merle M84868 Pg.2149N/F ohom A e p a c e d S p Edward S. & Frieda Lowell R-20 Edward Ste hen M8726 P 600 w E N O r n &Lowe a 0 F R-2o w M8780 Pg.170 �I rn 1 N/F JohnNCai yton Donna M. Vdien R-20 S 1 Ronald E. & Vollers III M61127 P9.803 1 Ronald onal E. & Victoria L M83357 Pg.028 R-20 N/F Victorio L. Buffkin R-20 - Vernie Edker Bett Bufikin M84086 Pg.673 �- N/F Cavanaugh MD4086 P9.673 R-20 " - -- -�� H/F N. Vemie a &Betty M81009 Pg.149 R-20 - _ Wtightsboro Plaza N/F Vernie E. &Betty Cavanaugh R-20 1 9.69 - r- 'Owa�' ar`aOt M81613 Pg.904 Craig S. & Cavanaugh MB804 P9.092 _.... - y SC N/F 1 Suzanne S. M8903 P9.323 R-20 E -��-- Unih ,wVrAamio�xoiwAww-. 45' 37" 1 Croig S. & Spell R-20 - 81- _ - - _- ax. Hm 3-Story/Z4 Unit 191-214 Suzonnll S. M84895 Pg.278 - _��- Reg' cote 1 1 1. I�ww'wwnJ N� t M6391n6P0g.370 R-20 u.ww _ ��"-- v-» cil I.M✓,te�OrJ „w, +rtva Annie Mae Smith White f- 158 row i ,m.wm wwr rwc ar'„M N/F MB1153 Pg.791 ��_ wlatm �I a-unn 1 ix James A. R-20 245.7 157 �� \ Op Passive e/ 1 1T..o. ... -.. » v. " aa9a v,w awa Sylvro M. -. N 1'TS - _Tao 1 Rec Area _ ,¢.. o-« n m� H N/F Ponder ,�_- ` ssw-,r '� aa'yo'R n % uar,a m+Aexax Basra J. 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RA & N/F 14.92' MW»zs a. 13 N/F Albers M64966 Pg.504 M64951 Chadwick Jr. Bland E. Bobby D. N/F N/F y �PC i ` 5 14 N/F BranA Dersame MB4%6 PR2492 R-55 Pg.1260 11{6704 Chadwick aM8704 Jr. Sylvia a. BSyva 9. BSYMO S. N� N 1" I R- 2 R-15 Pq.25 P 223 M81092 Harker Harker Curtis E. _ N/F Annie B. Evans M84909 R-15 R-15 R-15 P 262 M8938 MB938 Sullivan Curtis E. George J. & 9- MB6R015 371 MB678 418 a Tereso F. R-15 R-15 R-15 Pg.832 Pg.833 Sac 9 MB749 Pg.212 Pg.1286 g Sullivan '�. •f. _ - - x taana ar .ma N/F Coison Sr 4` xr ^fir R-75 R-15 R-15 as - - -� John S. &Linda M81453 Pq.1652 ,q N/F Blanton Moore R_ig = John S. do Linda MB2844 Pg.004 i. i 8 saw tM.iur N/F Blanton Moore R-15 'r �-�e�a 2'7 6 3 as e. aT me N/F lwro E HomiHm M82844 Pg.004 M8970 Pg.858 R-15 �\- �yA« John E. 1116. & L7krna De R-15 '� $ Lem C. Reay +ati "�1"(.=ia tr»a mmwr�ta 5 81.0600 W N/F~ Daniel J. Keno Jr. M84963 Pg.2431 �' ✓� �y "`aNa ar,v,a N/F MB49T Pg.2624 R-15 rnr et.. Rachel P. Lucas 15 u.n a awNwr.wc " WIN. Sit V ai� M81586 P9,270 N/F R-15 t ar mVa alas "'. t ar A Micheal R. & Eario I N/F Jean Pope Micheal H. o Earla M81212 Pg.1175 COMPACTED FILL MATERIAL Jeon Pope MB4134 P9.590 R-15 . Bland R-15 k Jr. _ 4 r 5 ;.� EX. DEPTH �- t �~' (VARIES) m �... DESIGNER'S PLAN CERTIFICATION: EXISTING 5=0.0047 FT/FT 5=0.0133 FT/FT 5=0.0093 FT/FT S=0.0016 FT/FT SIDE SLOPE -VARIES--� EXISTING I HEREBY CERTIFY THAT THIS PUN HBEEN PREPARED IN ACCORDANCE WITH THE LATEST NEW HANOVER Q-t0YR=29.90 CFS SIDE SLOPE COUNTY ORDINANCES AND STORMWAETR DESIGNMiWUAL. 0-10YR=32.85 CFS 0-10'fR=32.85 CFS Q-t0YR=18.01 CFS V-10YR=2.56 FT/S (VARIES) (VARIES) GRAPHIC SCALE V-10YR=3.91 FT/S V-t0YR=4.32 FT/S V-10YR=1.92 FT/S P/L SIGNATURE. - 100 0 50 too zoo NOTE: IMMEDIATELY SEED & DITCH PLUG -CROSS SECTION VIEW NOTE: IMMEDIATELY SEED & NOTE LINE WITH 12" RTP RAP ROCK. NOTE UNE WITH 6" Rip RAP ROCK. STAelum VMTK EXCELSIOR NOT TO SCALE PRKT NAME TM.E-. STABILIZE WITH EXCELSIOR MATTING PRIOR TO ANY DATE MATTING PRIOR TO ANY 5' --I RAINFALL EVENT : RAINFALL EVENT I 10:1 REGISTRATION NUMBER: ( IN FEET ) OWNER'S CERTIFICATION 1 inch = 100 ft. ,? .? "� 4' MIN 10 5 TOP OF EXISTING DITCH 2' MIN " '� 2' MIN Ay' '� 2' MIN ry' (MIN) I3:1 SIDE-1 (WE) HEREBY CERDFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON j 3' MIN SLOPERECEIPT OF 'AUTHORIZATION--TO-CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT. WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF i. REVISED PER NHC. 8-12 3' -� SWALE #tA NOT TO SCALE �----- 6' -� SWALE1B NOT TO SCALE I---- 5' -� SWALE k2 NOT TO SCALE I-- 3' ---� BYPASS SWALE�, NOT TO SCALE ., �„ SILT FENCE 3:1 SIDE SLOPE v - DOWNSTREAM NEW HANOVER COUNTY. THE STATE OF NORTH CAROLNA ADD 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 TRANFER OF THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY." SIGNATURE' }�- VARIES I PRIM NANF TITLE - BOTTOM OF EXISTING DITCH DITCH PLUG -PROFILE VIEW NOT TO SCALE 2 REVISED PER NHC. 9-15-Os 3 REVISED TO ADJUST SEWER ADD FIRE UNE, AND SHOW WATER & SEWER SERVICES. 10-30-M 9 REVISED PER CFPUA 12-5-08 4 REVISED PER NCOOT & TO AMIST CONSTRUCTION SEWENCE 12-5-0e REV NO. DESCRIPTION DATE I REVISIONS I / L ,qtE a=L PR[bJEO 4rot afvnnae ,udc R CalpaAT ILrz 1®IMI HAW AIR M19«KlUQ.,OFS a WT W lA M a' HNa eL106 PYO9 ,im nt„` t 1 t 1 W . 0. ,N ,.11x/Ir 1 _ �-trn tr mv.w i mcroa .aaa,m WR OYM ,Im lWL MIY IOCAtIM S E 1�m IS I�rll,' » avwtNa„a,ewx aww. mpg11pmrcmr m wwr Wrz� r aaweP.aaonena VILT rASM lW reL ' axcr as a wcArVae 19,11rC1U Ar6TMl MraAC1rM w„l WI Alw� fr IfDX111 A IOV6 nE111G 9aVLA oadr „wwwa m rraxrA nm rm wrY ,usr Aw6 OrwLT»atrq CONSTRUCTION SEQUENCE PHASE 1: THE GRAVEL CONSTRCUTION ENTRANCE WILL BE IMMEDIATELY INSTALLED AS SHOWN ON PLAN. ALL SILT FENCE LABELED "PH. 1 SILT FENCE" WIL_ BE INSTALLED IMMEDIATELY. THE BYPASS SWALE SHALL BE CONSTRUCTED PRIOR TO THE INSTALLATION OF THE DITCH PLUGS ON THE SOUTH & EAST SIDE OF POND #2 & PRIOR TO THE CONSTRUCTION OF POND #2. THE 4 DITCH PLUGS ON THE SOUTH & EAST SIDE OF POND #2 SHALL BE INSTALLED & THE PORTION OF THE DITCH FILLED WHERE LABELED. THE 4 DITCH PLUGS LOCATED NORTHWEST & 1 DITCH PLUG LOCATED NORTHEAST OF THE MULTI -FAMILY SHALL BE INSTALLED. THE DITCH PLUG AT THE REAR OF LOT #104 SHALL BE INSTALLED. THE DITCH PLUG ON LOT #19 SHALL BE INSTALLED. POND #2 AREA SHALL BE CLEARED AND THE EXISTING DITCHES SHALL BE FILLED WHERE LABELED ON THE PLAN USING SUITABLE MATERIAL FROM THE BYPASS N Matzke SWALE & THE INTERIOR AREA OF POND #2 (IF NECESSARY). POND #2 Eric J.MB1010 Pg.279 AREA SHALL BE SEEDED & STABILIZED (PER SPECS). THE BYPASS R-75 CULVERTS AND ENERGY DISSAPATERS SHALL THEN BE INSTALLED. NEXT, CORRIDORS FOR THE ROADS AND SANITARY SEWER SHALL BE CLEARED & THE SEWER PIPE WILL BE INSTALLED. UPON COMPLETION OF ANY PHASE OF ACTIVITY SIDE SLOPES WALL BE SEEDED/STABILIZED WITHIN 21 CALENDAR DAYS OF NO CONSTRUCTION, ALL OTHER DISTURBED AREAS WILL BE SEEDED/STABILIZED WITHIN 15 CALENDAR DAYS OF NO CONSTRUCTION. PHASE 2: THE REMAINING SILT FENCE WILL BE INSTALLED AS SHOWN ON THE PLAN. THE PONDS, WHICH WILL SERVE AS SEDIMENT BASINS, ARE TO lob. BE DUC, NEXT WITH TEMPORARY FAIRCLOTH SKIMMER ORIFICE & TEMPORARY POROUS BAFFLES INSTALLED WHILE CLEARING LAND SO AS TO HAVE AREA TO SPREAD SPOIL. FAIRCLOTH SKIMMER & TEMPORARY POROUS BAFFLES SHALL BE REMOVED ONCE SITE IS STABILIZED & SEDIMENT BASINS ARE CONVERTED TO STORMWATER PONDS. SITE IS TO BE GRADED TO DIRECT RUNOFF TO THE PONDS. STORM DRAIN SYSTEM & REMAINING UTILITIES MAY BE INSTALLED. SWALES SHALL BE CONSTRUCTED. INLET & OUTLET PROTECTION ARE TO BE INSTALLED. UPON COMPLETION OF ANY PHASE OF ACTIVITY SIDE SLOPES WILL BE SEEDED/STABILIZED WITHIN 21 CALENDAR DAYS OF NO CONSTRUCTION, ALL OTHER DISTURBED AREAS WILL BE SEEDED/STABILIZED WITHIN 15 CALENDAR DAYS OF NO CONSTRUCTION. STORMWATER & EROSION CONTROL DAB' 6-16-08 RIVERSIDE DEVELOPMENT ALE: 1"=100' Cape Fear Township New Hanover County North Carolina DRAWN: ice 4WfL`\,�CAF,1 'o'Wti 1% <K 'e MALPASS ENGINEERING, P.C. CHECKED: i134 SEiIPYARD BOULEVARD JBM d� 2 �n ,r = 1R7].IINGTON, NORTH CAROISNA 28412 PROJECT NO: ri}�/p(9 4a/• D i Phone 910-592-5243 � Tex 910-392-5203 164 uCh�_ I tAll Owner: RIVER POINTE GROUP, LLC SHEET NO: i J 1202 N. LAKE PARK BLVD ; CAROUNA BEACH. NC 28428 I PHONE: 91D-458-5605 Z n OF: _ K-.\ADAcCAD\2005\164\wri ghtsboro(9- 9-08).dwg Uj i S Passive Rec Area 80 2.94 ac. , 79 owaa its -0 w,at `/ 0 o \� 0 J I � / � z c 0. 0Y\C QJ Preston Thomas & Rebecca Winslow M81052 Pg,527 R-20 82 81 _ 84.41 Ripple Co r <a K JKJ MB8 Pg.42 R-20 drive W Z W P�ace N Horne Z� vWi 1 N/F N/F N/F John Clayton Donna M. Vollers 1 N/F Ronald E. & vollers M MB112R1 20 1 E. & Viq.803 Ronald ctoria L M83357 P9.028 N/F Victoria L Buffkin R-20 I N/F Vemie Edker Batt Bufikin MM86 Pg.673 R-20 N/F Vemie E. & Betty Covonaugn M64086 Pg. R-20 N/F Vernie E. & Betty Cavanaugh M81009 Pg.149 R-20- Craig S. & Cavanaugh MBS04 P9,092 N 1 5. Suzanne S. M8903 Pg.323 R-20 t Crai 9 & So R_z0 _. - .---- Suzanne S. MB4895 Pg.278 ' MS3916 Spell R-20 N/F N/F Annie Mae Smith White M81153 Pg.791 R-20 R-20 245 7 aims -- -- ---' �' �� _ 1 57 ----� ' ma a NwTL •A - 1 58 alum Open Space/ 1 --- ca1,�Nremlwaev� James A. 4Passive >` • -)..n : vu�l a.cr as a ur rv, =oay.NMN s�m=nari� yaw N/F Sylvia M. _ 55-) w /�\ r�Ponder Roc Area 0.9 a0.tBarara J. Hill M613RPg122 156 M84010 P9.379 -20 WIN _ �• nvz..„ , °1 NNWNnr Nm a aNsa[ N/F R-20 I vela row m olrwl.a wan ,awn ar-sN Nu NN ww, Edna Glenn Suggs ro-Xa 25. ' Nnr11D.Ya'ILVr.YL ann M81573 P9.763 i raw N/F R 2D 103 104 cram 155 �� Nw \ SS \ Y 159 � 5ta� a Rebecca Nixon Wlaslow, `r"nupm� mil•/ IYNar a.aNaa ^lam, vbm was M612R7-2O1B38 105� 153 154 \Cl 'f-�-\ -�- win NYn 1� 4•w" _ „a, a ru nano _:: 152 a Aa[ aw *a s.n Q _ anaNs•wNa nY Beaver Da _ 0aX,3 98 99 102 r� Lane a� Nr,aa�� a.«.1 T60� r.. �� . 2,2 • E 94 95 96 97 100 41Y Private z =; NwNr••-nm , '° N _ ""'`�"po / feN-a uwa a arweNrx. 93 aM1 a� 91 92 _ aau� a „hVI. N air IPS % -. Nyw}2E0 wsa 91 J cr�risireM 50 rlvote R a( zn ' > flan . „�i -- - _ • - -��: ° i� m« s+ w., a,.ua _ n .89 eao Nwa.e Mr,a NV"aw a as IUD - P�r�� • •, �= 1--,a>s ooya[auws ,v'n'„ te- ° v. cn na®r ?B-a i �7b...- vela �% L >N• ro-txao Cir -- ••. n NN.orm NI /{ 1a"24ab ro�-'zyue w.a.,• �irr-,m1 ,g t�l.. - <i:) mail la n, aa,a.n ,s Tribut r a _ Y 1L.i1 „av",.a -p 86 • .ra uan reo®r w � - �'� -� ca 23 163 , M rPavem r M - Ca � � K �. ° a l � I]� ntiMM . NV X) • V �J. ...�� \ & 85 1 37 - 1 -' 52 " r`o-iin b wym~In 9.a3 38 wY -- - - L1-,a 73 --�N a. 1° ffww)- 7.9e ap.9E aN i y.. 72 54 a4 78 o-' ti _ Nr51 39 0aaz �.,r, 71 -' 50 55 a u1 w�i'iu' •/ nr. c Y � F , 40 49 I� ^ Active c 0aac aNra ,I n Rec Area 41, R.nM 68 a. y.7 f 0 N MMX1-tlJle t.J 1a.93n• IM1.LY]0 75 wa"w-rem _ � � � 1 � 74,014 R. 1.70 X23,10 r se r a 67 >< 47 42 74 1 57 66 - o` 43 46 `\ \ 5 - 6 L �. 45_ 44 ... \��\ 41 "l M-+V lV. YY I ,� N/.10.11 NWXX WW 149 m w c. _ N,.la T.aAws b 150 ' 9 148 `va NwN, N_,a,r >o ">, 4.a4 .rAo . 164 Nw,am as ro.Xe> ro°'X,rm Nr-lanz F ~14> �a. .. ]. �o - lay ; ,n„ 151 147 108 109 wow 36 t07 110 111 I a o.za t Xv Y- 1 C•4.5112 146 S,�.ar open space/ passivear->35113 0p1B�0RA1F5 "" .a ze.sa Active Rec Area �•�-• nW*n� 114 N� .,,132 ,.D ac.t _ Mot n Rec Area 145 nl 124,643 6.f. _ ! �,. t 166 �� n 121 120 2.86 ca „ r�Xaa • ! .wm� ,�+� L„ 34 119 `° �, y rYfD ' •M-„ N40r aMYla �• x„ NFM.T nEN• - � 1-- IY rr , w,�.r�>sr I aaral „ -- For Pub l lse2. n. 33 .,.`�a 1 8 117 116 115 tt NrMn w Ha - -- 122 03 I co. -.\ reset sores >ea-N-.5.•,1 . �--� a. M1a_-�Y+„ _.Z ✓IVY �50 cr,m NNIe.3a u-ao t e td - - F Y n ?A @I O �,„ eo /u a«v-+ear ,. Nwan I�'I O 4 m .: .Y - �C � • PTlvote R °° cD .....,_.- :�;,.� ._r_ �� ;,,( ea vY. �� sa r' �n,Jao _ ta• � a-�_._---- 1� xnv135 1 _ 123 ar>a ° m..a •w+�.vao �. II'. - a 1 naa° n 31 C 136 143 129 „ ,aXv Y 4�S NWTnayrb"256 127128 3041 ue -- i �_- 142 t nit, a ;K 00 / wen roa . w - �uw .1aw \ 29-- r� 1j11\\1 e � 4' Y: •..' _ • IXnal � 1 \ y. a ':�'�• \bRxT LI.aS "' ,'-/ 'a /�� ,t._.-`.-- .._ ma nun a snug Tf=25rB 4 / /,/� ,r , �•+ / , • �. - 27 �b-W 1'' 1�P1 YW ANY. - -b9 �n , ' co --- _ - 4 .. Nara 26- - ..,,....,�. -22 `�°° - ' % -ry Circle 1 Ss�- POND #2 w�la.,3 arum 25 -4 .._ I �a ' - ribuPtivot aM C 1 _ [\1LF 23 1a e R c °. aner atwea¢ rM1--N6Nq,LL - 0aa1[tlGlfa^ N,0.S1 aN-n 24. � .Y YY an-] �` �•�.. p �N.+ nY. „,yPG .. M Yr].a') - 43LLASi NV(w/-S"10.9a .. NA � Y,,. �'-_ llV]n /] 62 91FA Itt .�� r- MWISM/4 ° �nY ea�,bG \ ra lXi�n C1 60?3 -I - xna - 23.20 ay /t/ , c 2�� 1'/then -- l7 /lpp 22,19. _-I� '--...� _ .y. sat c. o. I _.., " rc-Xn tY Eon - 1 ...Y. '°. r�.X � ] .: .. °list w• t \, its, ,.b •" i/�236, »w, �- 5_- \ 31 7 u.iea Neaawc I I aw � aNsa 6 - 'n % 9 � 10 Inv 1 g N _� N/F George R. & N/F 1 3 1 2 - Brandon Wayne Brandon Wore rs Mary M01961D. nsan Joseph Anthony hm'y N/F Albers Pg.2496 R-15 M64951 m,n , arrola pe , 14 N Brandon db Albers P .2M84492 PR.2 52 R-15 P9.126011 5 N/F Annie B. Evans Albers R-15 IS ac - • • - George J. & M6749 Pg:212 PR-15 Teresa F. 108409 f. 1 K umo al ww tA/F wson Sr. R-15 R-15 ;y. IV rpm ,y John S. & Linda MB7453 P .1652 I _ N/F Blanton Moore R-15 q Iva TNT) N/F Blanton Mooreo M628R41P9.004 POND #1 ,� 27 6.3 as N• arras N/F Laura E. Hamilton M82844 Pg.004 all 1 ,� 101 M8970 Pq.858 R-15 lee. s John E. & Lilian De uNwaNwls9lws S 61'U6'00" W N/T- Leon C. Racy R-15 DESIGNER'S PLAN CERTIFICATION: Daniel J. Kellogg Jr. M84963 P9.2431 ell, air •eta• _ R-15 NJF M64 Pg.2624 1 HERE$/ CERDFY THAT T115 PLAN HAS BEEN PREPARED 1N ACCORDANCE W11H THE LATEST NEW HANOJER mwl,:r mrx Rachel P. Lucas-15 COUNTY ORDINANCES AND STORMWAEIR DESIGN MANUAL. .-•- (7, N/T MB15886 75q.270 `.. N/F Leo L. & Susan D. Gamer MB1273 Pg.1625 R-15 N/F Robert A. & Syt O Ch dwick Jr. MB1519 Pq.95 R-15 . m n.1 air raa m vat , air Ia,a Michell H. & Earta SIGNATURE: _ 5w N/F Nich la,H.P�eEarla Jean Pope ' M6121R2 Pg 175 Pfi111T NAME TITLE: N/F M84134 Pg.590 -15 N/F Robert A. Bland Chadwick R-15 REGISTRATION NUMBER: N/F N/F Bennie E. & Robin Robert A. Bland Chadwick Jr. Jr. MB1645 P9.796 R-15 OWNER'S CERDFIGTION Dan 5gmond Pamela nnB. W. Boss Jr, MB7616 PgJr. MB16R Pg.796 R-15 'I (WE) HEREBY CERTIFY THAT 1 (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON Smith t M61668 Pg.1377 R-15 RECEIPT OF 'AUTHORIZATION -TO -CONSTRUCT' ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT, R-15 WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPUCABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH GIROUNA AND THE FEDERAL GOVERNMENT AND ITS n e AGENCIES WHICH ARE HEREBY MADE PART OF THIS PLAN. AS THE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE CTION AND MAINTENANCE OF THE PROPOSED i 6< A v e � RESPONSIBILITY WnTIOUT THE WRITTEN AUTHORIZATIONTION (WE) WILL NOT ATTEMPT TO TRANUFER OF OF w i N N NEW HANOVER COUNTY! Chad NIV SIGNAli1RE:_------ Chadwick Acres o Part 2 PRINT NAME TfRE: I M85 Pg.116 R-15 STEEL NOTES: GROUND 1. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE FASTENED ADEOUATELY TO THE VARE AS DIRECTED BY THE ENGINEER 2. STEEL POST SHALL BE 5. 0" IN HEIGHT AND BE OF SELF FASTENER ANGLE STEEL TYPE LL iAR FILTER FABRIC SKIRT � ASS DIRECTED BY THE ENGINEER GUIDELINES FOR TEMPORARY SILT FENCE DETAIL NOT TO SCALE Ct CLUBHOUSE DETAIL N.T-S. GRAPHIC SCALE IOD 0 50 100 200 40 ( IN FEET ) 1 inch = 100 ft_ I I u,een. b 2 REVISED PER NHC. 9-15-09 3 REVISED TO Aa1USr SEWER, EXTEND WATER. AND SHOW WATER & SE10" SERMOM 10-30-0a 4 REOTSEDPER CFPUA 72-5-0e REV NO. 0 RIIMON OAT STORMWATER & RIVERS Cape Fear To abr iLls� t, �C- ��! wnship DATE` EROSION CONTROL 6- T 6-OS IDE DEVELOPMENT SCALE° T"=100' New Hanover County North Carolina DRAWN: JCB ''•, MALPASS ENGINEERING, P.C. CHECKED: i 1134 SEDPYARD BOULEVARD JBM i T/H,1lINGRON, NORTH CAROLTNA 28412 PROJECT NO. Phoae 910-992-5249 164 Faz 910-992-5203 C" 161, RIVER POINTS GROUP, LLC Owner: 1202 N. LAKE PARK BLVD SHEET N00: CAROLINA BEACH, INC 28428 11 PHONE: 910-458-5605 3 t I OF: i TVA K-.\&utoCAD\2005\164\wri ghtsboro(9-9-08).dwg SGcd kl, L& .673 N /F John Clayton Vollers III MB3357 P 028 1 Open pace Pa sive Rec Area 1.0 Lac.± LINE g. R-20 ____�- Wrightsboro Plaza � � PERIMETER SETBACK 259.69 MB1613 Pg.904 -_ NOTE WELL: SC CONTRACTOR TO GRADE AREA IN _ Unit S SUCH A WAY TO CREATE POSITIVE ---�- DITCH PLUG ✓ DRAINAGE TOWARDS SWALE. 3-Story/24 Unit 191-214 (SEE FLOW ARROWS) Residence DITCH TO BE FILLED I -� I BACKFLOW 1 _ _ PREVENTER DI-12 I 5`-H-57 (SEE NOTE B43) FE=30.79 TOP=27.75 I TOP=27.95 4 flRE LINE W PROPOSED IT WATER MAIN 51LT FENCE INVy I ` mp INV=22.55 W � IF � � 89 Open Space/ F/H 24 W M.'S EX. _ _ _ - - 29 5 2.91!' N 8-Unit * Dumpster t Q.C.C. _ . 5 4' G Garage/ - PROPOSEDSEMENT Passive Pad & S 29 151 yy o DITCH PLUG\ U11UTY E Endasure - • - 2 ,2 y5 29 > X Storage Rec Area VN r D1_14- ► 84dg. INv=27.o W 9g �9 0 8 TOP=27.'75 27.75 0.9 a C. ± ( ) ' x2g.15 INV=22.55 LIMITS OF DISTURBANCE 27 75 Q, ,-� ' I l I 0 0 - 18" RCP x _ - $ DITCH PLUG - 8-Unit u• .-- I. RCP 18" RCP X DITCH TO __- BE FILLED Garage/ om I\� j4. y y, �� 4" 27,75 °e N �- StOTa E ,P + 24U1RCP t5 1J 0 o DITCH - N Bldg. 28. m 1- 3 TO BE . DI-11 b OP 2 .7 FILLED �cTOP=27.75 27.750 ilv 22 28 A / 69 _ -- - INV=22.0 D H 7l` .6 " .1 0 DRAINAGE E SE ENY '�' .m _ --1T 28.4 (� en- Space/ I Y N/F ao" RC I f r'1 Wrightsboro Plaza 28.89 N a N �,� - N N , R 3-Story/24 Residence Unit Ac iv MB1618 Pg.1490 i J u I ec 'Area 3-Story/24 Unit 'a" c.v. ,B.o' (. ` 2.1 c.± ` SC Residence F 4_ DIP - DI-10 f To = N . zINV N - _ .38 INV= ' Unit LIMITS OF DISTURBANCE zso•J INV=2 .39 m LA 28.4 29.65/29 Ab a- .N 215-'238 SWALE MiA Z PN. 1 sm FENCE . - PREVEN0 '°'' 30- RCp X 4"� FIRE LINE ' (SEE NOTE M43) ". FL(YM I N BACK 4' FIRE LINE N m ass3`-- z•.•s (VENTER . - SSMH-58 °0 4 w 24 1• NOTE TOP=28.43 INV(IN)=19.87 INV=19.77�4' G.V. Units " 167-1 90... FFE=30.79 LIMITS OF DISTURBANCE 1 DI 7 .75 DI-=7. 5 SILT FENCE _�. FFE=30.T9 N � � =22.38 _ 5 C.O. �_-----"4m u u• 36" RC m 65 _ 0 29 G5 291 UiN 28� 2 .65 2 ` Jai y 1 °r 0. Vim U•X DI-6 28.15 Dumpsterr Pad, a rn •,_:... - »., 08 27.75 TOP=27.75 End6sure yr; 28.90 tg-RCP INV=23.05 8_-Urtlt �a _I Exis LI (� EXISTING BUILDING i, _ - Dumpster ' 112 .1 i.. 8.2 N Pad a a 2g0 2 a Garage/ p0n 2-EX. 8" PIPES EX. FENCE TO BE REMOVED Enclosure - 21'' m - --� Storage ) 2 DT-5 1g' RCP 70e (ASSUMED PER CONTRACTOR 1. Top-?-' -to 0- Bldg. I- Wltil EX. ASPHALT TO BE REMOVED 315 29A 29A SOMH-6 INV=2 ' SSMH-44 �N N TOP=28.08 WETLAND FILL EX. SSMH E&W=2.59 TOP=28.65 INV(IN)- LMITS OF 105 S.F. P I a S t I C INV(IN)=:6.73 T�=28.59 CB-108 29 5 INV=20.72 DISTURBANCE INV=25. ! INV=16.63 INV(IN)=16.96 TC=27.09 36" RCP - S ALE M18 I Lin i n INV=76.86 INV 24.09 8-Unit !I Dl- VY DU X3 (TYP.) "IN 24.45 SWALE �2 1�25.75 Garage/ 5 oP=2s. 103 ( No MI5 StOTa e ENV=2 0 SILTFENCE_ Donna M. Vollers MB1121 Pg.803 R-20 }- r EX. 24" P EX. SSMH I SDMH-8 Bldg. j qI__g, -"Pz PIPE INV I19.05 =24.27 t =9.6• O� �, _J:-- ,.�, { PI"Q-zLi -.68 18" RCP 24' RCPN 2 T 1 C 24 {4 ES L=14' GG m � . �- \ _-. TOP=27.0 TEMP INV= pt • • Fi ':ram . • . ,YF++= -/\�� _• OUTLET PIPE R RAP PLACE ONE LAYER OF FILTER FABRIC UNDER RIP RAP. i7c L� W2 ou aRQ IE [ON NOT TO SCALE M NOTES: 1. MUHLENBERGIA CAPRfARUS(PINK MUNI & SPARTNA 81KER1(CORDGRASS) OR CENTIPEDE SOD TO BE PLANTED ON SLOPES OF PONDS ABOVE THE PERMANENT POOL & OTHER PICKEREL WEED, BLUE FLAG IRK, OR DUCK POTATO TO BE PLANTED ON THE VEGETATED SHELF. 2. IF THE 81SW IS USED FOR SEDIMENT AND BMW CONTROL DURING CONSTRUCTION, CLEAN OUT OF THE BASIN IS SPECIFIED PRIOR TO USE AS A WET DETENTION BASIN. & All WATER THAT DRAINS OFF IMPERVIOUS SURFACES WILL BE DIRECTED INTO THE STORMWATER SYSTDJ, BY EITHER RAISING AND SLOPING SITE TOWARDS THE STREET, PIPING TOWARDS THE STREET OR GURERMG AND SPILUNG WATER INTO FRONT YARDS THAT DRAW TOWARDS THE STROT(ALL ROOF DRAWS MUST BE DIRECTED TO THE PONDS). 4. ENERGY OISSIPATORS TO HAVE FILTER FABRIC UNDERLAYMENT. 5. IF THE PONDS NEED TO BE DRAINED FOR MAINTENANCE OR AN EMERCCtTHCY A PUMP IS TO BE USED TO DRAIN THE PONDS. 6. BUILDINGS TO DRAIN TO THE PARKING IN FRONT OF TTSEU`_ EX12" CUL EX. DITCH #IA TO BE LINED WITH EXCELSIOR MATTING OU7LFT STRUCTIIRF nFTAII S YFFFTI DI-16 HEAVY DUTY ZTOP -29 8 INV=25.58 I EX. DI _ SAWCUT & REMOVE EX. ASPHALT 12 It 42" RCP - 48" RCP LIMITS OF DI REI CB-t09 TC=29.45 INV(IN)INV=22 87 P DIN BOX DE SLAB GROUT INSIDE THICKNESS 80TTOM OF BASE ELEVATION 1 4r4 7x7x0.5 1.90' 7.1 2 4x4 7r7x0.5 I' II8.0 WELDED BAR 7RASH RACK BOLTED IN PUCE 4' OPENINGS PVC ORIFICE WAIN GRA OCi$� �7� iia'��• �y� .� �ia.�II®i�E.X�Fi1Gi•7� Q�7� �11►IFi1E9 / . w' tSi7:T(T711t_.71i1_y��.j� ..Enema. ��.�u]�•' .. , 111�9a'd i y- - JL.F�., �3i-i�LTs�i 7TiiT�7K�iS`•La:-TI$SS�Tr'i7� e • . I;C3[][iPalMS�7'i7El�S-!!�%Y4F'D][9i�[g�.�� [�1.5�i1�T� .IL:7/•I.R7 f'�Fi�r�%i�,L.7F36'k9iC•�.�PZ.le3l[i1fYd.�t(•�Z.�iFyEiGllGiFill&.'Fbll:C•I'3Fbj�.7�[3� w• r E��./4��i![�f•�afL��fii[�I:IF� �rresE:>•F31[I�f�tT:7•slitra 4' MAX. I 19-GAUGE HARDWARE CLOTH (1/4 MESH OPENINGS) (V N -NCDOT M5 OR M57 I WASHED STONE NOTES: 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WARE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WARE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. HARDWARE CLOTH & GRAVEL INLET PROTECTION DETAIL NOT TO SCALE DETAIL) OP OF 10-4 SLOPE� `. FOREBAY OY LOB '1 S { BOTTOM OF FOREBAY-��F POND P 111II 9oF 10' N1DE I 1'a FED _ 607011 OF PAID SHELF FOREBAY & POND SECTION NOT TO SCALE 6.0' ,z.o' 152.7' J 96.4' 9.2' 37.3' N BUILDING DETAIL N.T.S. Y PRECAST STRUCTURE ELEV. L I OUTLET PIPE 12' EXTENDED BASE NOTE Al OUREIS SHALL BE PROTECTED BY TRASH SCR@!S THE TOP OF THE RISER SNARL HAVE A TRASH RAC( MADE OF NUMBER 5 REBVIS WEIDED TO MOLE FRAME. IRK SHALL BE ATTACIFD TO RISER SO AS TO NE RE01ABLF MR MANIFNAACF aUTLET STRUCTURE DETAIL NOT TO SCALE I�r.,ra�-•�•a W S PARKING STOP (TYP) \ 18 RCP- EX4 SSMH CB-1 TC=3'A2.2'5S Ik 2LQ 4' io .O R 18" RCP 143.68' CB-11t = - TC-31.1B INV(IN)-N=2Z52 CB' INV=27.12 TC, RELOCATE OR INV REMOVE LIGHT POLE AS PER WRIGHTSBORO PLAZA ROPE TO PREVENT SAGGING 4' 1 SUPPORT POST, 24" INTO BOTTOM OR SIDE EXISTING DRIVEWAY O Q NOTE WELL: PROPOSED SPOT ELEVATIONS ALONG RIVERSIDE DR. LOCATED ON CONCRETE MEDIAN ISLAND ARE ASPHALT GRADES & NOT TOP OF ISLAND GRADES. EX. 10" SANITARY SE R DRIVEWAY DROP INLET "� DSO / INV= .: 8.29 0 'O- e / EXISTING POWER m PROPOSED 3• WIDE 0 POLE TO BE CONCRETE MEDIAN N v RELOCATED - EX. SSMH PLUG 8" FM , 3,7D 32.89 EX. CONCRETE ISLAN[ TO BE REMOVE[ APPROX. 21' TO EXISTING EDGE OF TRAVEL LANE _ UMITS OF DISTURBANCE EX. S cr` EXISTING POWER POLE TO BE El RELOCATED 3 OC) ',\ EX. SSMH 94 NOTE: EXISTING TREES SHALL Qh L13 BE REMOVED AS NECESSARY APPROX LOCATION OF TO CONSTRUCT RIVERSIDE EXISTING 4' FM; DRIVE. NOTE: IF REWIRED IMPROVEMENTS CONTRACTOR TO VERIF EXACT SIZE & LO IMPACT EXISTING SIGNAL POLE, CONTRACTOR TO INSTF NSTA CONTRACTOR SHALL MODIFY AND/OR 6%4" REDUCER TO REPLACE EXISTING SIGNAL TO MEET CONNECT TO EX. 4" 1CURRENT STANDARDS TO INCLUDE STEEL POLES WITH MAST ARMS. MATCH LINE SEE SHEET 18 EXISTING r101\TIUA V STAKE TO SUPPORT WIRE ----COIR MESH OR SIMILAR, STAPLED OR TRENCHED INTO BOTTOM OR SIDE NOTE: 700 G/M" 2 COIR EROSION BLANKET, COIR MESH, TREE PROTECTION FENCE FOLDED OVER TO REDUCE PORE SIZE, OR OTHER SIMILAR MATERIAL TO BE USED AS BAFFLE. TEMPORARY POROUS BAFFLE CROSS SECTION DETAIL NOT TO SCALE GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL 2 REVISED PER HNC. REVSEp TO ADJUST A0p FIRE LANE. SHOW WATER k MINER SOMCES, R ADD MIN CIEA 1 AT01 POND CRART.. 10-30-OI 4 REVISED PER CFPUA 12-5-05 REV N0. DESCRIMON 64TE STORMWATER & EROSION RIVERSIDE Cape Fear Township Y N; LL 1 NEREW CERTIFY THAT THIS PUN HAS BEEN PREPARED IN ACCORDANCE WITH, THE LATEST NEW H9NOVER COUNTY ORDINANCES AND STORMWAETR DESIGN MANUAL SIGNATURE PRINT NAME TILE: DATE, REGISTRATION NUMBER: OWNER'S CERTIFICATION I (LYE) HEREBY CERTIFY THAT I (WE) AN (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON RECEIPT OF 'AUTHORIZATION -TO -CONSTRUCT' ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF NEW HNOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY WADE PART OF IRIS PLAN. AS THE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND MAIMENAKE OF THE PROPOSED FACILITIES. I (WE) WILL NOT ATTEMPT TO TRANFER OF THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF NEW WINDIER COUNTY.' S7GNATURE- PRINT NAME TITLE: CONTROL °A� 6-16-08 DEVELOPMENT STALE: 1"=50' New Hanover County North Carolina DRAWN: JCB MALPASS ENGINEERING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WELM]INGTON, NORTH CAROLINA 28412 PROJECT NO: Phme 910-392-5243 164 FDz 910-392-5203 Owaer: RIVER POENTE GROUP, 11.0 SHEDNOJ1202 N. LAKE PARK BLVD CAROUNA BEACH, NC 28428 PHONE: %0-458-5805 OF:D (:\AUtoCAD\200S\164\wrightsboro(9-9-08).dwg T - i INV(IN)=14.15 7C=26.82 - - _ — ' INV(IN -N MATCH LINE INV=14.05 INV-1a-0 _�— 28.57 INV(INI� 7 SEE SHEET --- ��— INV-15.44 -- 26.74llm — _42' RCP Easement — X27.2 b�1C Pil use) IX _ r50 1 - .- pr(v_ r i v e :3n ce N/F Brandon W yne Albers MB4966 Pg.249 R-15 m m Z D S m m = � � Z m 0 DESIGNER'S RAN CE"RaTION 18" RCP W/FES INV=19.00 POND #2 OUTLET STRUCTURE DITCH PLUG 42" RCP W/FES INV=18.00 66" RCP W/FES INV=18.07 } FENUF --- 66" RC - > 45 N VY TEMPORARY CB-102 CULVERT 02 C=27.88 2-30" PIPES 1 V=18.83 INV=23.90 W,=9.5' D W2=10.1' L=14' Ti. BEGIN PH. 1 SILT NICE N m LIMITS OF DISTURBANCE PH. 1 SILT FENCE N ..L' _ - . � > / - -—JC EXISTING PIPE TC=27.76 `�t TO BE REMOVED INV(IN)-N-23.99 -- EXISTING LIFT STATION & ASSOCIATED STRUCTURES TO BE REMOVED EX. DITCH #18 TO BE LINED WITH EXCELSIOR MATTING N/F Edwin I. & Nancy R. Ennis Jr. MB1493 Pg.1768 R-20 N G " DITCH TO BE DITCH PLUG FILLED PH. 1 SILT FENCE DITCH PLUG LIMITS OF DISTURBANCE ----�"� DITCH TO BE __------'- FILLED INV=21.0 0000 DITCH PLUG ... _ - DITCH TO BE FILLED O + - 00 BYPASS SWALE ORp1N 1 (TO BE CONSTRUCTED, AND '>a� - EXISTING DITCH TO BE FILLED - BEFORE DIGGING OF POND COMMENCES.) 24"RCP ` IMMEDIATELY SEED W/FES & STABILIZE INV=20.37 I --.--'--.-- WETLAND (-Yl' 075 S.F. PH. i SfLT FENCE LIMITS OF DISTURBANCE i 8 / I -I EMERGENCY INV=20.0 LLWAY #2 N /F George R. & N/F N/F Mary D. Hanson Joseph Anthony RA & MB1961 Tench Bland E. Pg.504 MB4951 Chadwick Jr R-15 Pg.1260 M9704 R-15 Pg.223 R-15 I HEREBY CERTIFY THAT TEAS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST NEW IWJOVER COUNTY ORDINANCES AND STORMWAETR DESIGN MANUAL. SIGNATURE PRINT NAME TRUE: GATE: --------------------- REGISTRATION NUMBER: OWNER'S CIRTIFK'ATON "I (WE) HEREBY CERTIFY THAT i (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON RECEIPT OF 'AUTHORIZATION-TO-CONSMILIW ANY CLEARING, GRADNG. CONSTRUCTION OR DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF NEW HANtlJER COUNTY. THE STATE OF NORTH CAROI.INA 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 MAINTEVANCE OF THE PROPOSED FACUTIES. I (WE) WILL NOT ATTEMPT TO TIRANFER OF THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY.' SIGNATURE: PRINT NAVE TIRE — DATE: W#a>i y1p-. t0.M � p Y'a Wil 0 2 12 22yy 2}® Y�=NN11i1� vp 9K�1x11� - - _ PH. 1 SILT FENCE LIMITS OF DISTURBANCE N 86F" 3'0 0 W RA & N/F Bland E. Bobby D.& Chadwick Jr. Sylvia B. MB704 Harker Pg.223 MB1092 R-15 Pg.262 R-15 NY.aRP Agrw n� 14.92' EX. 12" CUI EX. DITCH #tA TO BE LINED WITH EXCELSIOR MATTING N/F N/F _ Bobby D.& Bobby D.& N/F Sylvia B. Sylvia B. Curtis E N/F Harker Harker Sullivan Curtis E. N/F MB938 MB938 MB690 Pg.311 Eric J. Matzke Pg.832 Pg.833 R-15 Sullivan MB1010 Pg.279 R-15 R-15 MB67B Pg.41B R-15 _ R-15 •jia. •Rt°Ya3rcinv GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 1. I PimVn Pm NNn In R_"-M 2 RENBEO PER Ni 9-15-08 3 REVSED TO ADJUSI Rl 10-21-OB 4 RENSED PER CFPUA 12-5-08 REV NO. DESCRIPTION DATE REPLACE EXISTING SIGNAL TO MEE CURRENT STANDARDS TO INCLUDE STEEL POLES WITH MAST ARMS. STORMWATER & EROSION CONTROL RIVERSIDE DEVELOPMENT ;ape Fear Township New Hanover County North Carolina / CONNECT TO EXI MATCH LINE SEE SHEET 17 EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY DATE: 6-16-08 SCALE: 1 "=50' DRAWN: JCB MALPASS ENGINEERING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM ' TIIId�[INGTON, NORTH CARO1.1NA 28412 PRQIF.CT N0: \� 0� Phone 910-392-sus 164 N� ' Fax 910-392-5203 \ aMQ6 l" 9 J �� • 1 Q� Owner: RIM POINTS GROUP, LLC SHEET NO: 1202 N. LAKE PARK BLVD CAROLIIIA BEACH, NC 28428 PHONE: 910-458-58D5 or K:\AutoCAD\2005\164\wrightsbero(9-9-09}.dwg M. � w N S JSl• ; m rn D 1 m s 1 N/F N 8 Jo 1 N/F RonaldE. L. Ronald E. & Victoria MB N/F Victoria L. Buffkin Vernie Edker Bett Buffkin MB4086 Pg.673 N/F Cavanaugh MB4086 Pg.673 y R-20 N/F Vernie E. &Betty MB1009 Pq.149 R-20 Vernie E. & Betty Cavanaugh Craig /S. & Cavanaugh MB804 Pg 092 R-20 N/F 1 Suzanne S. MB903 Pg.323 R-20 „�E i Craig S. & Spell R-20 N 81 045 37 Suzanne S. MB4895 Pg.278 - Spell R-20 - MB3916 Pg.370 N/F R-20 LIMITS OF CIS RBANCE Annie Mae Smith White DITCH PLUG N/F MB1153 Pg.791 - --- _- James A. & R-20 158 DITCH TO Sylvia M245.73 157. �3 E_ ---- SILT FENCE BE FILLED m N/F Ponder - N g1 �15 -` W.M. - 2" B.G. i N Barara J. H111 M81378 Pg.122 DI- \ 156 M. co. MB4010 Pg.379 ssMH-sa N /F R - 20 R- 20 TOP=24.75 J/ TOP=2s.0 INV=19.75 / µ1 \\ \ INV=21.90 30 0' Edna Glenn Suggs MB1573 Pg.763 R-20 nslow 8 erimeter etback 92 9 - 94 95 96 �3 CB-15 R / SSMH-8 I DOUBLE GRAYS F rllvote TOP=23.77N)=7.67 TC=23.32 JO INV(I INV=18.45 INV=7.57 _ M. (� C.O. W.M. W.C.O. W_ 1 W. �o .M. w. M. C.O. �- $S SS Ss s 24 P ss 3.90 18" R '23. RCP 54 RCP L---�� 54' 54' RCP _ - - _ -, - C.0 C'0. TC=23.98 =16 INV=14.77 TC=23.32 IN V(IN)-N=18.35 INV=14.50 107 108 10CI 36 J I CB-54 35 DOUBLE GRATES I 1 IN V=18.3 ylll INV=18.33 Y. M w1 SSMH-5 .TOP=23.12 1 INV( 6.60 121 6.71 120 '. INV=-6.70 cn 34� ITS Q _� 1 SSMH-30 I,I TOP=25.82 INV=20 90 0- 3 3' i r 122 �~ I gip. mm i� II_ VJ y W r 32 123 31 i z I 124 % DESIGNER'S PUN CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED N ACCORDANCE WITH THE LATEST NEW KN40VER COUNTY ORDINANCES AND STORAfl1AETR DESIGN MANUAL. SIGNATURE PRINT NAME TRE: DATE: REGISTRATION NUMBER: OWNER'S CERTIFICATION 1 (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON RECEIPT OF AUTHORVATION-TO-CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF NEW HANNER COUNTY, THE STATE OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART OF THIS PUN. AS THE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. 1 (WE) WILL NOT ATTEMPT TO TRANFER OF THIS RESPONSIBILITY WITFNOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY.' SIGNATURE _ PRINT NAME TITLE: _ DATE:- DITCH PLUG DRAINAGE EASMENT CB-65 C.O. \ TRIPLE GRATES \ TC=25.06 � 25. DITCH TO I INV=18.95 W.M. // BE FILLED 159 103 104 - -- 155 ((�`�` 'A ��P' 11 W�o. 1 5 3 1 5 4 V 1 'I _--_"- .! DITCH PLUG 105 152 -. SSMH-12 ?4" �� 2\�j -_SSMH-53 / TOP=24.66 RCP SDMH-5 `C TOP-)-21. INV=19 ;Y M W. C. Beaver ` Da TOP=25.43 'M INV-_2O 91.08 t - INV=20.98 ^ BE FILLED c o. c.o. CB-25 INY=18.83 (V,1 DITCH TO 9 7 2" 8.0. DOUBLE GRATES _ 1 9 8 9 9 10 0 10 2 Lane I TC=24.78 - 1' T SSMH-51 INV=18.25 {� ° CB 66 0 TOP=25.25 TRIPLE GRA .- 40_ Private GVate ssMH-5G -4 A� "� / / TC=25.06„ -- - - 1NY(IN)=10.75 _ _ -10P 25 12 -�� EX. DITCH 2 C.0 I. c} .0�CB 17 INV=10.65-_ - - INV(IN) 1121r INY19-�JO - - - INV=11.11 (� Jt SSMH-52 16 2Llh r DOUBLE GRA $ SSMH-9 TO BE LINED FlLLE Ij i BE FILLED, -- - C. C.O. W.M. M �.. / TO P=25.28 � i i " 1NY(1N)=20.63 W.M TC=23.47 TOP-23.33 \ W W.M. �� / INV=20.53 // C.O. - Pil INV=18.40 INV18); 8.23 1�.M N/- -- 106 _ /. 30" RCP SSMH-49 D. _ ��° i T DROP MANHOLE C-O. .. - - 1 CB-23 i � ° - vV---j"cle rOP=25.ta PROPOSED 6" FM 0%� CB-21 - �� 2 42" RCP 24 %° INV(IN)-NE=20.18 PROPOSED 8' Fffi V 1 TC=24.30 �p rN 192`s- i NV-19.41 ----- - - INV 1 . 11.78 ..: � - .: � 3 + INV( 17.68E 1 ' W.M.TC=24.12 SSMH-10 � CB-22 � � 25 C0' 6 3 .M. -.. INV-T9.30 TOP=24.25 .0 ... TC=24.30 •-� YK�._ M. 84 -" 18"'RCP S C.O. - INV(IN)=9.44 CB-79 INV=19.47 m MV-9.34 R CB-26 C TC-24.53 j �6 0., TC=24.78 3p�R w.M. 4.$3 NV=19. �. - Cp - - - = 8 1 8 G v ATE 1 "-� ,. B 85 CB 27 w� k; � RCP w.M. NV 16.481 INV 16.55 1 . 5 2- " .. SDMH- DOUBLE 26 GRATES -18 c'o SS CP Aa TOP= .10 INV=20.25 D UBLE GRATES c.o. '' CIO RCp - 18" -_ /� o. 149 INV= .63 c.o. T=23.47_- ^' .:.`. SS , - 15 0 SDMH-4 14 8 TC=25. 2 ` IN (IN)-N=18.30 CB-77 - �'¢. ' - \ tOPDMH-4 16 4 WV=18.82 \ \ I =15.00 TC=24.67 C.o__ 04 5a" RCP 24.66 A8" P y CB-2 INV=17.51 �\ INV=15.47 \ _24. 8 -G) _ oA _ 11 0 • C.O. T�84 9 NV(N) N=19.15 1 v 14 7 .: �� TOPH25.46 wM. W.M. INV=16.04 INV=16. 9 C.O.' F J. INV(IN)=12.3 j 111 INV-12.25 CB-20 C -78 v! SSMHOP 1 3-8" G. V: 1 a- 5' DROP M.M. 11 11 A / 1 6 TC-24.12 T =24.53 II l TOP-24.47 / 1 12 INV(IN)-N=19.20 IN (IN)-N=19.15 < II�Y� \ 5 / 28.50 v. . 1. N INV{IN)-N=19.34 - \ INV=15.72 IN (IN)-5=18.02 INV(IN)-E=9.84 CB-2 \ ro 113 1N -15.87 CB-80 1NV(IN)-S=13.28 TC=25. M. TC=24.33 _ 146 INV=1 . 7SMH25 s8 p {� INV=9.74\ V 0 en ace / INV=18.17 I1 SSMH241 Pa Slve TOP=24 i INV=12.78INV(II'88 114 W =17.22 28.50 Active • Rec Area .1 K ! INV=17.12 � CB 8 - WM 132 Rec Area / ITICNV 0' �\ ,.0 ac.f u N CB-58 INV=20. o, TC=23..0 14 5 INV=19.03 166 / CB-57� I _ II m INTC=V=23 79 0 124,643 s. f. / Dt-t7 m '`' Q 2, 86 QC, TOP=2 -. 5 TC=26 ` c.o CB-24 INV=20.75 � TC=26.00 '` TC=26.00 INV= 1 INV=21.03 MATCH LINE i II 7 33 26.57 >} 'T w. . I � 5 �_gg SEE SHEET 20 18' CP S _ TC=25.42 26.35 um �OP(N25.E 213.34 ----_ 1 NCDOT STANDARD INV-21.71 118 115 I' '� HANDICAP RAMP (TIP.) V 117 116 Q 1 r ,w 01-2 --' 10 INV(IN) S Utlht CB-62 '� 12 .16 2 ..X '&K3 , s- - 5. OP 25t9 ('g" 0 324 1{- RCP TRIPLE GRATES SSMH-31 1 25.34 - 78" --y • 50� rC=24.65 z 24" RC INV=19.28 TOP-2aSt I, o^ `n e - INV(IN)=20.03 i w. 3 C L-�- r' INV=19.93 TC=24. SS H-32 TC=24.50 _ I 134 �'v �,�J TC=24.60 TO =24.79 �- 4NY=18.56 INV=19.78 '1 ` Q SSMH-33 28.50 g SDMH-12 10 .. IN IN)=19-34 1 C_0 TOP-25.18 _ C.O. D e J (-Y : y-1r IN 19.24 INV(IN):18.17 ':. "Tr' �IOp-26.22 E� _ N `! 1 l 4 1 Private R / C.o. cp INV=18.07 LN iz $x ,�,P INV=20. 6 - �� 4 WM <. .. C.O. Y M. T' - n. /ads -6 - TC �5 42 - SS' 1 - INV=21.61 RCP 14, =�� w.M- w. M. C.O. "RCP N DITCH TO - 12 .'a 2 66 �.. /� N" SERVICE LIN - C.O. I BE FILLED - - . _,... 18 % CP TC=25.56 _ INS M E 37 q cx 1. g I _ 24-�-6 1 "RCP -� 2-8" G.V. - 1HACKFCaw P EVENTER 24.,3E _ 1 3 5 - _ 25.92 OR DIVALENT - .. t 0 14 n 4 M. 30" ,. • • 0' =24.75 ` 0 .. - D 525.60 _ r/ W/ c. 8-61 RCP M. W.M. _ INV=18.04 CB-32 SSMH-37 INV-20.75 '_0 (q/� TRIPLE GRATES CB-59 - v/ TOP=25.44 �i NVF TC=25.23 _ TC=24.65 CB-59A TC=24. 0. SSMH-42 INV=19.75 INV(IN)=14.68 INV=18.73 TC=24.60 1NVCIN)-' -19.68 CB-81 W.M TOP=2a.43 ltav=ta.56 `k h INV=18.50 - - INV=18.1 _ TC=24.$3 - .75 ' .M CB-31 .M M / TC=25.23 13 6 1,43 NV-2o.30 2 n �.o. - 1 TB-25.49 I GRAPHIC SCALE 50 STORMWATER & EROSION CONTROL DATE: 0 25 so I00 200 6-16-08 RIVERSIDE DEVELOPMENT SALE: 1 "=50' ( IN FEET) Cape Fear Township New Hanover County North Carolina DRAWN: 1 inch = 50 ft "' JCB ` MALPASS ENGINEERING, P.C. CHECKED: 3Z tY - 1134 SHIPYARD BOULEVARD JBM 1. REVISED PER NHc. W11"GTON, NORTH CAROLINA 28412 8-12-08 PROJECT NO: 2 REMYD PER MHO 9-15-OB 3 RENSED TO ADJUST SEAR AND SHDW WATER @ SEWER SERVICES. 10-30-M REVF..ED PER CFPJA 12-5-08 REV N0. DESCRIPrRRI DATE Phoae 910-392-5243 164 BE AIL Fea 910-392-5203 e \QOmer: RIVER PORITE GROUP, LLC rOF 1202 N. TAKE PARK BLVD CAROLINA BEACH, NC 28428 PRONE: 910-456-5605ILAtt K:\ADtoCAD\2005\164\wri ghtsbotn(9-9-08).dwg + W.M.TC= 5. o- N CB__" =3.79 132 R e c Area IN�=2D. 166 m '145 Tc�z3i9 124,643 s.f. SSMH-5 INV=18.48 DI-17 CB-29 _ TOP=23.12 Y'� Q INV(IN)=-6.60 1 / 1 1 2 0 O 2.86 ac, TOP=2.75 CS-30 C.O L Q 75 TC=26.00 'M� `'' TC=26.00 MVS20. INV=21.03 INV=-6.70 � � INV= MATCH LINE 2 ( n 3 4 ?. 26.57 ,y, 1$ - - 3 TC C25.99 SEE SHEET 19 Q SSMH-30 119 26.35 �° NCDOT STANDARD LL V(V(I )-E213.34 INV=21.71 en TOP=25.82� INV=20.90 11 0 n ,,,, HANDICAPD'AMP (TYP.) INV(IN3.2 - Apr U Easem 118 7F-i24.79 ' 0 2.16 .6 =1 T(A25-55t, ; _ - �7i .M. W.M. 11 / \ �-S{ tl a .. ` INV-20.15 6" .0 . 188" RCP a 3 V C TRIPLE GRATES \` = w J 24' R SSMH-31 ens 122 TC=24.65 TOP=24.81 W c 2Ti.3- I� , , INV=19.28 ( ) _ 13 4 i INV IN 2003 CB-60ACB-60 V X-ne SS i 1 INV-19.93 TC=24.50 SJ 0 / \ TC=24.60 INV=19.78 ' Q SSMH-33SDMH-12 10�INV=18.561 tOP=25.18 i OP=26.2p ' . F .. --�_ M. 25.6 l.. I t /`I IN 19.24 INV(IN)=18.17 vx ak x$.�P INV 20.46 _ W _ CH_98 - W. C.O. �.! rt� INV=18.07 j M. W.M. C.O. SS C.O. \ v ��' UN 1Nv 25.42 _ - I w SS M. C Ut" q 'Private R� S M. -gg 2 i6 2 66 a. • t' SERVICE =21.61 W.M. W.M. C.O. DITCH TO i - 18 5.5 o. r 32 \� acP 24. c.o. 242g - BE FILLED - CID 7 INV=19.8 - EL �5 ..,p�_ w. C - 4 1 •RCP % C - _ - • gAC1KFLOW P E A�ENR =19.89 i r '..- 4 H. C M. / 15" RCP 24.39 �4. 2-8" G.V. 1 2592 6R144 -V - - 26.57 C. 1 1 �Q RCP - _ M. CB-8 %15.60, 8 RCP it W.M w.M. C.O. W.M. __ =24.75 - _ CB-32-37 NV=19.00 123 //7i " B-61 �_ �C�p' wM:�� INV=18.04 _ =2p75 0. .M! TOPSSMH2544S 1 30' RCP CB-59 TC=25.23 11 TRIPLE GRATES - - - =19 75 INV(IN)=14.68 1 CB-59A T_ 24. 0 - 1 SSMH-a2 TC=24.65 _ TOP-24. INV=ta.58 INV �� INV=18.73 TC=24.60 -'. INV(IN1 8 TC=24:83 _ w.M _ .75 _ N INV=18.50 INV=181 I V- 9 1 CB-3 ' r.A- 1T71�1s^) r�- {��+ - 1 43..__ __ _ .M. TC=25.23 �J V cD 1 3 V / c.o INV=20.30 M 24 12 9--TC=25.49 - 2 1.25 < DITCH TO - m C. \ _ INV=19.64 - - - - s 128 ` z� $ en BE FILLED _ 1 L 7 � K � � � 50- - 28. _ M . A M 12 6 CB-56 DUNS 3 0 ' DOUBLE GRA 142 -- . EX. DITCH /3 NV=18.78 ---777 28.50 SDMH-3 DITCH TO _. c+ ITO BE LINED D W 1 /- - TOP=25.94 _ _ ,5p'"�� BE FILLED 5 -_ .�-1NV=19 50 � rye. C.O. a CB-55 t0 _ TC=23.66 - C$- 55MH-38 _ 141 � 3 INV(IN)-E-18.6� .o "`. _ _ TC?'� 77 -__C:O .Mc C. \Top =25.99 N < p I - INV-16.53 - 1-- )NV(IN) SE19.1 INV-15.25.36 A `_ 1 �3 W "INV( INV=15.26 V N�N cn � rn 2 9 EX. DITCH c+ - -95 > - - TO BE UN FILLED - - - DITCH E TC-25.09 / / LA 8 BE FILLED INV=18.91 - A / 7 W. 2 CB_ 36 9 SSMH-3 .. W. _. CB-94 C.0 TC=24. 3 36" RCP w.M. w.M. c.o. / A:6 TOP-2517 SSMH-6 _ -__-. / = 1 TC=24.27 S INV(IN) S 0 R6R MV'N5.84.94 4- TGP-22.75 ^" __ - INV=16.29 JpW-'tZ 5 INV(IN)=-4.35 28 _ (tGV P 9 INV=-4.45 8 2 6 - I - . R� 36 Circle 0 B-91. DITCH TO / 2 5 - - 2 2 A2 ,,: F.N. u IR 5., TC=23.13 BE FILLED CB-93 en _ r �b �Q to /� ' INV=14.44 _ CB-38 - TC=24.51 v< 2414 Pa C.O. TC= 2.91 /) INV=16.21 SDMMHH-77 M.H. O c.o. r.H. WETLAND FILL / 4 23 DOUBLE GRATES - , � -w.M. w.M. �'�•'CB_3 -5=17.60 2,346.33 SF-- c- TC=23.95 /i c.o. STOP-24.24 S - TC=24.7 54" RCP V=1 .88 - - INV'115. 8 18� w.M. GV. BOT , R� w.U. :W.fa f.0. INV=t9.8 _ ( ) INVs16.76 ' 23.20 _1a" RCP c.v �. e� /c o 36 RGv 59 ' ssMH�ao \ 22.$tj w.M. eW.M. TC-24.77 9 i_. .M. CB-35 � )4.99 � - �t _ EO em c.o. DOUBLE GRATES N (]N2=17.04 e W1A. C - tit\1�y \ / • W'M' - TC-24.8 INV=16.94 V - ~_ INV=15.75� A1% C.S. - � -��- - �-� �O G0. .. $'� INV=19.2 '. ace 54' RCP DOUBLE GRATES SMH-3 ` TC=2a.09 W.M. _ Flit SSMH- CB-41\� ��. 6 a. \` Q INV(IN)-S=19.15 : - C.O. 5 (11' TOP=24. ' TC=22.91 ? 1,� �`INVs1 W.m.48 C O OP �O INV(IN)-N 18.51 7 RQP 3 INV=17.90 \Ay. 4 66" `\ W.M. C.O. w f Rom/ �f5 R W.M ��\\1ty INV(IN)- 17.97 / v LIMITS OF DISTURBANCE - R W =18. 7 SSMH-2 W.M. S \ ��_ A0 W. �� INV=17.87 , lJ ALT 5=-4 ' 1 (-� TOP=)=19. S ��_ �_. I� C.O. FENCE..:- r �- =-4-1 lj J� INV-19.119.21 C 0. \ 48" RCP 4 69 � CB-37 >j INV=79.11 PLUG \ DOUBLE GRATES SSMH-t \ 18" RCP 24.01 C.O. SSMH-35 7C=23.95 I �7 -- . I 1 / TOP=24.64 / TOPs24.52 INV=19.05' gINV-19.96 W.M. W M INV(IN)=19.16 1 1 C.O. INVs19.06 1 1 i I 16 _ F TLAND FILL 75 S.F. `. N/ Ge CB-39 SSMH-34 N F B d W Ope i S cc I 109, 09 2.7 ac. >; I SSMH-3A TOP=24.14 = V(MN)=-2.78 N'm INV--2.88 ro DESIGNER'S PLAN CERTIRCATION TC=24.09 TOP-24.51 1 L INV=19.25 ! INV=19.84 - END PH. 1 51 ran on yne Mar 13 l LT FENCE Brandon Wayne Albers 14 MB4966 Pg.249 N/F Albers MB496 Brandon Wayne P 15 N/F Albers g'2492 R-15 N/F Annie B. Evans MB4909 R-15 George J. & MB749 Pg.212 Pg.1286 Perimeter Setback SILT FENCE N/F Ca'son Sr. Teresa F. R-15 R-15 20 LIMITS N F DI TURBANCE John S. & Linda MB1453 Pg.1652 N N/F Blanton Moore R-15 - N/F John S. & Linda MB2844 Pg.004 m Blanton Moore R-15 . PH. 1 SILT FENCE _ _ _ 2756.3 BEGIN PH. 1 SILT FENCE N F Laura E. Hamilton / MB970 P 858 MB2844 Pg.004 W m �-- LIMITS' OF OIS"TLIRBANCE „ `06, 00 B1 W I HEREBY CERTIFY THAT THIS PUN HAS BEEN PREPARED IN ACCORDANCE WIN THE LATEST NEW HANOVER COUNTY ORDINANCES AND 57ORMWAU R DESIGN MANUAL. SIGNATURE: PRINT AVE TIRE: DATE: REGISTRATION NUMBER OWNERS CERTIFICATION I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT W40 OF THE PROPERTY AND THAT UPON RECEIPT OF "AUTHORIZATION -TO -CONSTRUCT" ANY CLEM", GRADING, CONSTRUCTION OR DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WITH THIS FLAN MID THAT THE APPLICABLE ORDINANCES AND RILES OF NEW FIA DI ER COUNTY. THE STATE OF NORM GIBOUNA AND THE FEDERAL OOVERNMEM 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 FACAIRES. I (WE) WILL NOT ATTEMPT To TRANFER OF THIS RESPONSIBUTY WTIHOUT THE WRITTEN AUTHORRATION OF NEW KV40VS COUNTY.' SIGNATURE - PRINT NAME TRLE DATE: John E. & Liliana De g R-15 N/F Leon C. Reay R-15 GRAPHIC SCALE 50 0 25 50 100 20 ( IN FEET ) 1 inch = 50 ft. 1 1 . ,11v 2 RflLSED PER NW_ 9-15-05 3 REVISED 10 AMW SEWER AND SHOW MAZER t SEM SERVICES. 10-30-00 4 PEVSED PER CFPIIA 12-5-05 REV NO. DESCRIPTION DAME M STORMWATER & EROSION CONTROL RIVERSIDE DEVELOPMENT Cape Fear Township New Hanover County North Carolina OATS 6-16-08 SCALE: 1"=50' DRAWN: JCB 0, 'ACARZ: MALPAS5 ENGINEERING, P.C. aHECItED: 71134 Sf11PYAITD BO[JIEVARD JBM � tlDd@7GTON, NOIYTN CAR011NA 28412 PROUECT N0: I �� 9s Phone 9I0-B92-5249 164 \l, ��a��pp Pez 910-992-5203 IPMiR h i Qe. caner: RIVER PFB GROUP. I,t.c SHEET NO: 2 1202 N. PCAROLINCHPHONE458-5805 OF: 3 0 K'.\WOCAD\2005\164\wrightsbOrO(9-9-08).dwg W N S �JEND PH. i SILT FENCE Passive lJ, � Rec Area, C11 0 l 17 2.94 ac. / LIMITS DISTURBANCE\ / PH. 1 SILT O / Z O (.� O o 0-. .0 L 00 J 1 Q0 0 \ 2�146.251 �� FLOW FLOW .�'�, 20 1.5" THICK 1.5' THICK RIP RAP RIP RAP EMERGENCY SPILLWAY POND #1 EMERGENCY SPILLWAY POND #2 OUTLET PROEC110N OUTLET PROECTION NOT TO SCALE NOT TO SCALE 2 2 24.(� . 214. 47A. 6024.66 -. 23. 24. EXIS71NG EDGETA24.81 MEXISTINGX25.25 2427 MENT 24.53 24. 24..33 EXISTING 8' WATER MAIN;CONTRACTOR TO VERIFY2R25.31 EXACT SIZE &LOCATION8'x8' TAPPINGI SLEEVE & VALVEM25.25 G.V. yyys.61 f N /F M 24.70 ).Sp IMMEDIATELY SEED & STABILIZE OFF -SITE AREA NTH MULCH Edna Glenn Suggs � 251oR TO ANY RAINFALL EVENT M61573 Pg.763 >X 2a.41 21.99 MN /F R - 20 LIMITS OF DISTURBANCE Rebecca Nixon Winslow R A723.67 4: PROPOSED 20' M81201 Pg.1838 23.74 W 4 UTILITY EASEMENT R-20 2411 11123. 0 X.83 LIMITS OF DISTURBANCE ``4c 23.22� 1 eter etb a k(22.85 LIMITS OF DISTURBANCE \� ' erim Stub R/W & construct street 81 _ _ x-section to property line for -7 SSMH-55 future connection & extension. 22 / 0 • 5 STOR023 39 3 MH 27..6672 23 6 N 81 `42' 2 t1 E 9 �- 9 232 INV(IN)-S--9.00 ION 9 INV(IN)-N--13.56 7( �.J 7 / INV=-13.66 N F g N SILT FENCE 91\ 92 1 to R� SSMH-8 88 g O DOUBLE GRA S 50 r�va TOP 23.77 Preston Thomas & T WELL TC=23.32 INV(IN)-7.67 Rebecca Winslow �- sv T =25.0 8 J 5' DROP MANHOLE INV=18.45 INV=zs7 CB-105 IN IN=-13.73 CB-13 W.M. W.M. MB1052 Pg.527 > TOP-23.79 C.O. TC=23.54 YAL -26.23 DOUBLE GRATES IN IN -S-- 4 R-20 INV=19.45 VAtJI BO OM= = R INWIN)-E=6.57 C-1"�(,` - w.M- w U CO 3 0 ^ .:_ �_.. INV=18.40 7.75 V C.D. - CXJ , -: GENERATOR PAD INV=- PROPOSED 6" FM1 �'J . ^. 8 SWH-19 w AREA LIGHT PROPOSED 8" FM �- W.M. W.M. C.O. _. SS ^. 8 DROP. MANHOLE - C.O. t8• R S 3.90 }vj - TOP-23.79 CONTROL _ .., :-! PANEL-�-W.M. W.M. C.O. �� ram' RCP - 8 INV(IN)-S-14.65 - C.O. 4 T L CB-11A INV(IN)-W-11.95 7C=23.54 .0. SS Q3 2 TC=23.57 INV(IN)-E=-8.69 ,! EO iiient 54' RCP - `N.M. W.1>-- C6=76- 81 CB-11 INV=18.68 INV=-8.79 10' U SS g9 . , C.O. TC=23.98 lJ DOUBLE TES 45 �" P SS 23' INV=14.77 5SMH-29 8 4 TC=23.34 w.M (TYP.> C.D. RCp `23.� �- CB=16 115 TC-23.32 TOP=23. P� INV=18.55 C.O. w.M. SS A8' RCP INV-18.8 C - - = 8.35 �9 F, SSM 27 t8• R P 5 ' RCP � INV(IN) N 1 Ripple Co rt G0Gllry610 T-164 23.8 D T 08 O Qfb `- INVTOP- 3. 4 C/ i P.H. INV 145 8' RCP R ZG 'INV=13. W.M. lJ 0 40' Private /Yr `�� W.M 18" RCP SS c. _. 7 0_ W.M. W.M. C6�75 , _ _ - 1.....o / 8 3 C=23.70 CB- 4 36 �� S G.v. TC= 3.30 3 � c.o �r�' INV=13.81 _ QS INV(I )-N=18.30 SSMH-18 °C INV= 3.93 .0 C.O. SSMH-26 S RG TOP-23.57 < 54' RCP52 1 .M ' 2" B.O. 5' DROP MANHOLE a �yG �� C. j�� CB-12 NV(IN)=14.96 0 tj§.M TOP-22.55 ,�� DOUBLE GRATE INV-14.86 $ .0 CB-74 m 3 5 M S \�`.INV(IN)-W=18.15 r0 w.M. DOUBLE GRATES NV 18 45 "� NV(N) �N=19.05 1 DOUBLE GRATES INV(lN)-S=t3.99 / 4j { 2� 1 W.M INv=73.89 rl'' / C.O.TC=22.93 5 INV=13.72 TC-23.11 -- - 1�c 7 W CB-8 r �GQ . INV=18.04 M w. c.o INV=18.33 7 9 TC=22.75 p CB-49 CB-50 38, c.o NV-17.97 ti TC=22. TC=22.89 N �C'q CB-10 7 3 .08 W.M N INV(IN)-W=17.98 CB-53 tQ - TC=22.64 INV=13.63 DOUBLE GRATE iD r' w. INV=17.25 N , 51 TC=23.11 ay` C.O. �, O INV=17.78 1.. SSMH-5 I PPP""" W.M W.M. C. 1C. M TOP-23.12 2� o� CB_ 5 4 Sp A�• / TC=22.94 7 2 INV--6.76.60 121 ' W. INV=-6.70 rL INV=17.05 \ MATCH LINE - - } C.� CB-7 . M. SEE 2 SSMH-,7 4 DOUBLE GRATES , VY TOP=23.32 7 8 r (1 TC=22.75 1 LNV(LN)=ts.s 3 9 c.o 5 v' ffNV=17.42 .a ! 24' CP ,50 "/ / SDMH-1 ^ SSMH-25 a TOP=23.30 - 55 O T-22.91 G, INV=16.50 0 .0. V ' C 2-8' G.V. C. ' INV(IN)-14.57 3 -t"v=t4.47 /,, G N • CB 71' CA-� 122 ; w a DOUBLE GRATES 7 0 w. Gt w. Q y TC 22.78 =15.82 o w. w.M.� o M 40 CD M 2"8 . M. C.O. c ` 49 Ce-90 W. M u 69 � - 1 / m fWWM O DOUBLE GRATES N B Active .' t.1 -P� 41 123 22.35 _ _- ttiV=t7. N (IN)-W=1z40 I c'- N =1s.ss X N ce-48 /� Q m SSMH-24 /'� ('� R e c Area e a TC=22.54 4 8 o - TOP=22.53 .0. 6 8 DI 23.70 N INV(IN)-W=17.58 (D 75 INV(IN)=15.10 v lJ TOP=23.00 LA � INV=13.20 ! �� i< 31 INV=15.00 D D A ( 74, 014 s. f. INV=,6.G7 c6-47 X o. G, TC-22.54 fi t r'7".= aC' 23�70 INV-17.68 4 0 7 1 W.M )o t CB-70 6_. / X W. M. � 4 2 �o' C.0 M < 12, W.S. TC=22.73 _ SSMH-16 � -- - DITCH TO INV=15.18 TOP-22.64 ]. of z z $ BE FILLED I .0. INV(NV-16.77 Q 4/ j 1 0 _ '�7 . � HJY=t6.67 0 i I (f G.N2 � - - / 4 I fi cdi C.D I -_ C.0 1 i� 57 .0. CD _ W.M `- cn ton Na. - - - M. W MC4 - SSMH-23 -tr-1 I . �. 66 N TOP=23.07w. INV(IN)-15.86 INV-15.76 N N �C. Co 43 - OFN TB=69. c.o $ .j. N n p ca o C 22 5658 2 9 - IN V-14.82 -- 4 6 F1 ro i - I -b DOUBLE GRATES I C.D ,;a - \ 5 TC=22.42 a w ^' f� > > ` .o. INV=16.58 _ \ N _.. - 27 36" RCP a M 4 4a-69 _ ,w �-zz.78 \ \ [,1� q �C CB-� 45 , TC=229 INv(IN)=-4.35 R F) T 5 �/ 1 .0 io �TC=22.21 - INV=T6.4 < A C.G` INV--4.45 2 V DESIGNER'S RAN CERTIFICATION: I HEREBI' CERTIFY 7HAT THIS RAM HAS BEDt PRFPANED IN ACCORDANCE WITH THE LATEST NEW 1MNOVER COUNTY ORDINANCES AND STORMWAETR DL'SIGN MANIAC. GRAPHIC SCALE -1 STORMWATER & EROSION CONTROL 6 SIGNAnIRr• 50 0 25 50 too 200 -16-OS PRINT NAME TITLE: RIVERSIDE DEVELOPMENT SCALE DATE: 1 "=50' REGISTRATION NUMBER - - _ (IN F'EE1') Cape Fear Township New Hanover County North Carolina DRAWN: owHLEs t:TrrFmArloN I inch = SoNCAN q;44r ' MALPASS ENGINEERING, P.C. CHECKED JBM 5 (WE) HMM CERIFY THAT I (FIE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON PROJECT RECEIPT OF '11UMORRATIDN-TO-ODRSIRUCT' ANY CIEARNG, GRADING, CONSTRUCTION OR DEVELOPMENT. �� 1134 S910-392 BOULEVARD t. REwSED PER NIID. a-lz-oe o � WILIBNCTON, NOR771 CAR011NA 28412 PRCUECT N0: Phon 910-992-57±49 WILL BE REFORMED IN ACCORDANCE WITH WAs PLAN AND THAT THE APPILME ORDINANCES AND US OF NEW HANOYER COUNTY. THE STATE OF NORITC CA iOLINA AND THE FEDERAL GOVERNMW AND ITS AGENCIES WHICH ARE HEREBI' MADE PART Of THIS RAN. AS THE OWNER, I W ACCEPT FULL RESPONSISIIIY FOR THE CON51RUCRDN AND OPERATION AND WRENEHLE OF THE PROPOSED FACNRfS. I (WE) WILL NOT ATTEMPT 70 TRAIM OF THIS RESPONSIBILITY WITHOUT THE WRITTEN AIHHOWUTgN OF NEW HNIWER COUNTY.' sXSNn Iac �(i a - Fax a 910-392-5203 164 IL iexf NT �. Owner: RIVER POIN4'E GROUP. LI.0 PEErNo.2 1202 N. LAKE PARKCAROLINA BEACH.NC 28428 BOY%%,?OI�IE O-458-5805 PRINT NAME TITLE• REVISIONS " 1 M1E 2 RENSM PER NHC. 9-15-48 3 RENSED 70 ADAW SEWER, D M TIMER, AND S11011 WA79t & SEWER StOMOM 10-30-M 4 REVSM PER CFPUA 12-5-M REV ND. DESCRIPRON MM 1P.utOCAD\20o5�164\wrightsboso(9-9-08).dwg - -- INV 70 WA WN. � - C. � \ INV( 6.60 CB 72 � % W. �� 6. aal / A TC-22.94 MATCH LINE __ \\ �INV=17.05 �� i I G.� CB-7 M. �� i fir-= �. r_ _� 1 S� 1 TOP 23 37 3 � .2 78 5 34 r DOUBLE GRATES i IN IN)=15. C.0 "" TC=22.75 (y+ 57 i W I ffJV=17.42 `--24' \_ I5 0\ 77 e SDMH-1 y LIMITS DISTURBANCE __-- , i' ', SSMN=25 TOP=23.30 55 1,. � C. .0. V.. 3 3 INV=16.50 - f22.97 , z -� TOP 4 � C. N Ol C - A - IN 1 =14.57 - G.V. e 2 8' W cil PH. 1 SILT - / O �iNV-14.47 CB- / Q / a DOU GRATES � W- W w. CD BI� ., -z 7 � 40 T622"76 W. 6 - O C.O. .M ,582 N �' 49 i W , _ G.D. 6 16 j G �0 • "'.� �' TC=24.00 .M LJ ��ii 7.6 "I INV=17.44 , x ' 0. 1 I F. f I N 0. o w.M 3. UJcr �MM:- 4s CB-5 GRATES N W6 Active I I ' fi G.D W_ �� to \ / - 2.35 N C 2 .35 41;-- " INV=1 N N (IN)-W=17.40 CB-48 - --- m I N =15.65 R e C Area X N TC=22 54 481 ! o c.t - 'I a SSMH-24 INV N)W=17.58 (3b TOP-22.53 TOP-23.00 INV=13.2023.%DI 0 68 oISLNVIN)=15.1INV18.07 I QINV=,S.D 74,014 s.f. �_47 C.D. TC=22370 2.54 CC. INV=681 7v' t(p V z �+--�_ _ / \WINCB-70 6 / � 42 -S W TC=22.73 - / r, - N ,I SSMH 16 W.M � .M INV=15.18 �_�77 7 i $ - INV(NV-16.77 I �N N ,y t i -- .0. INV=18.67 cc .;. -11%::.� ��, (D 1 �' W.M. A t 74 ��JJ W M. of _ -Trt SSMH-23 M. \ TOP=23.01 W. 66 N 1 I w & Q A�, INV(IN)-15.86 N (/ i \ INV=15.76 1J - to \ 43 �!i fi O t V ` /r N LA --_ O N �z a m 6 '� j� N < N C I (P_ v W f M CB-69 r, TC=22.56 �' 58 C.o �z y �� BLE 'GRATES N ��' or° nUi --- �•.�� ° INV=14.82 -$ - - �� DOUGRA� 2 o a� __- __ _ _ K 6 5 G.D. � . Do i l W. � s i 1.1 � 36' RCP �.. SSMTt _89 .0 �'� � TOP= N i z-6 ' -2 V( A. / 4 4 �= IN IA - 0. 5 9 0 C=22.27 4 5 INV X6.4 _ G. INV= v - 6/4 °D INV(IN)-W=17.33 30` CB-4 INV=12.52 / ✓F tr B 3 TC=22.19 I I CB-45 fro-88 TC=2: / INV INV-14.51 _ TC=2�dr27 =1 _ ti =1 INV-17.43 2F.H. 63 , V. N _22.2 54' Rcp \ 62 0 - .20 _ TOP=z2.4, \ / z-e' c.1r - � � TC=22.63 INV-17"75 - 61 60- ---- -� INV=13.85 - EMERGENCY `e�Al SPILLWAY )/1 ` 5 7 44 360 RCP 5" Fairc%th Skimmer°Cut Sheet J. W. Faircloth & Son, Inc. www.FairclothSkimmer.com 2' Vent Aluminum straps with Silver tip Inlet s suspe^tling Inlet coupling INCLUDED 6•pvc Teat Butnot But not adaMed 40• `A 4" Sch 40 SOLID pvc banal or•arni SUPPLIED BY USER a c% 40 } / PI 1.11, ,. Skimmer shown in f floating Position 4` hose, sit clamPlI n 4" threaded male nipple 5• inlet 4' land on center of on outlet end' extension inlet arb odfee 1. Hose attached to outlet using the threaded 4" nipple. Typical methods used: on a metal structure a steel stubout welded on the side at the bottom to the side with a 4" threaded coupling or reducers; on a concrete structure with a hole or office at the bottom, use a steel plate with a hole cut in A and coupling weded to it that will fit over the hole in the concrete and bolted to the structure with sealant. 2. Dimensions are approximate, not intended as plans for construction. 3. Barrel (solid, not foam core pipe) should be 1.4 times the depth of water with a minimum length of 8' so the inlet can be pulled to the Side for maintenance. If more than 10' long weight may have to be added to inlet to counter the increased buoyancy. 4. Inlet tapers down from 5" maximum inlet to a 4" bagel and hose. Bagel is smaller to reduce buoyancy and tendency to lift inlet but is sufficient for flow through inlet because of slope. The inlet Optics can be reduced using the plug and cutter provided to control the outflow rate. 5 Inlet is B" pipe between the straps with slots cut in the inlet and aluminum screen door (smaller than shown in illustration) for access to the 5' inlet and critical inside. 6. capacity 32,832 cubic feet per day maximum with 5" inlet and 4" head. Inlet can be reduced by installing a smaller orifice using the plug and cutter pr01 to adjust flow rate for the particular basin volume and drawdown time required. 7. Shipped assembled. User glues inlet extension and bagel, installs vent, cuts orfice in plug and attaches to outlet pipe or structure. Incudes flexible hose, rope, orifice cutter, etc. SinchCut TM 11-07 November 14, 2007 6" Faif. loth Skimmer" Cut Sheet J. W. Faircloth & Son, Inc. www.FairclothSkimmer.com 2" Vent Alum;num straps With While tip Inlets suspending inlet Gouging And 90° elbow INCLUDED bit net attached 6' pvc Ibat G / � ar: 5" Son 40 SOLID pvc Bartel n.�4 or'am SUPPLIED W TH SKRAMER d � • as-`' sAlen, / Skimmer shown in / floating position 5' hose, s` clamps 5• HEAD on center of 5• threaded male nipple 6' inM iMat and option on outlet end' extension 1. Hose can be attached to outlet using the threaded 5" nipple. Typical methods used: on a metal structure a steel stubout welded on the side at the bottom with a 5" threaded coupling or reducers; on a concrete structure with a hole or orifice at the bottom, use a steel plate with a hole and coupling welded to it that Will fit over the tide in the concrete and belted to the 2.Dimstructure with seal ant. 2. Dimensions are approximate, not shended os plans uld timesor constructthee depth off water with a minimum l3.e Barrel (solid, not foam core pipe) oo d be length of 8' so the inlet can be pulled to the side for maintenance. If more than 12' bog weight may have to be added to inlet to counter the increased buoyancy. 4. Inlet tapers down from 6" maximum inlet to a 5" barrel and hose. Bagel is smaller d reduce buoyancy and tendency to lift inlet but is sufficient for flow through inlet because of slope. The inlet orifice can be reduced using the plug and cutter provided to control the outflow rate. 5. Inlet le 10' pipe behveen the straps with slots cut in the inlet and aluminum screen door (smaller than shown in illustration) for access to the 6" inlet and orifice inside. 6. Capacity 51,1110 cubic feet per day maxknum with 6' inlet and 5' head. Inlet can be reduced 67 )' CB_2 `; =22.2 k dROP " �� particular basin volume and d srawdown 6m extension an prwkled to adust bow rate for the 0 0 0 0 0 0 o C.O. INV=1 .35 / V( ) TOPeil 2 7. Shope 0 0 0 0 0 0 , �� •Iy=2220 I IN 1. � I I d assembled. User glues inlet extension and barrel, installs vent, cuts orifice in plug I ': r o 0 0 o i - V it INV=12.611M 18 1 NV 117 ITNV(IN+ 1 & 7 i I ' and attaches to outlet pipe or structure. Includes flexible hose, rope. orifice culler. etc . J1 C.O. ��" i t iV=J4.lU _ lP V A � / ! November 14, 2007 Z N-2DWTDH dLuc, sinchc A TM 11-07 6k� 99 CS, n N 22.11NVs12• / 'v 2 ly LIMITS oFi-DfSTURBANCE I I I I I I , k �Z 1 SILT FENCE - �a I / % / - �•RCPj r t N P �Y�Pi«Ne11:R" 3I'Irlayl;q►llt>_ J / / _ C) 24' RCP W/FES i fie RCP i s INV=9.81 -- - � .e 1 � / / W - (0 IN 8.00 I V 1 CE DESIGlFRS PLAN IR6IGTIOEt 109, b�9 i ,✓ _ -r ` ,' 1 i 1 y y I I )ERkHY CIXIiY THAT D ST PUN HAS BEEIIIDESIGN PREPARED W ACCORDANCE WITH 1)f WFST NEW IYNOVER 1 C oouirr aRUNwDEs M+o s� DtsaH ►vM,ru. j t PRINT NNE „ J >- POND j / _ nai ANnRMx y I \ �� :v \ INV(RI)=-2.9g m OWIER'S CERTFIGIMM7 L=15' / - , / v v -�\ INV=-2.8D. \\ THE CURRENT OWNER OF THE PROPERTY AND THAT UPON � _ I T=1c I � A � � � (� HEREBY THAT I (wq � (� RECEIPT OF AUMWATION-70-COn Mill ANY MEAW, c A)M I I• I _ i / �' J FH.'4 SILT FENCE IN PINT MD THAT T!E APPUGitE ORDINANCES " RULES OF WILL BE NEW HANOI cum THE STATEOr NORTH CW40L A AND THE FEDERAL COVB31JD8 MID ITS�, - AGENCIES WHICH ARE HE MADE PART OF 11A5 PUN, D AN OWACE THE ACCEPT FALL ' - OF DISTURBANCE t " , LIMITS„ v w RESPONSN4l11Y FOR COMM"COAND OPFFA710N AND IIAWIDUNCE OF 1FE PROPOSED FACNOF 1 (WE) WILL TUT ATIDFT W TWNFTR OF THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION W TEN HANINI COUNT.' r v /r, BEGIN PH. 1 SILT CE SIFIEAlll9r - END PH. 1 SILT FENCE Z PRINT NME TIT% N/F DAW. y Micheal H. & Ea la U -z LIMITS OF DISTURBANCE Jean Pope SILT FENCE N/F M64134 Pg.59 Robert A. Bland R-15 GRAPHIC SCALE - N/F Chadwick Jr. 50 D 25 W 1W 2W N N/F Robert A. Bland MB1645 Pg.796 Q N F Bennie E. & Robin Chadwick Jr. R-15 / Don la B. Smith W. Bass Jr. MB1645 Pg.796 Pamela B. d & MB1816 Pg.940 R-15 I inch = 50 ft � R-15 M81668 Pg.1377 c,TE N/F R-15 STORMWATER & EROSION CONTROL 6-16-08 BEGIN PH. '9TLeo L. &Sus°n D. Garner RIVERSIDE DEVELOPMENT \ MB1273 Pg.1625 ///�� ^ u 1 -so \ \ R-15 / \ \ / 1 Cape Fear Township New Hanover County North Carolina DHAwN: p\ v \��JJJ / C Al,,, dHECJBM N cm F N� .ti MALPASS ENGINEERING, P.C. .reM AT3D Robert A. & Sylvia Ch�1dwick Jr. M81519 Pa.95t �. 1134 S1ilPYATtD HOUI.EN ��i: NQ.11D'1GTON, NOR1Ti CAROIJNA 28412 PROJECT 4 N0: 4-1a-0e �aJ�� Phone aio-s92-seas 16 1. REV6m PER I2 PWASO PER Ia1C 9-15-Oe 3 ERER RBFM 70 SHOW VOTER ! SSE11110i 10-30-0 4 11110,1151311 PER CFPIN 12-5-M REV No. pE5(:111PIION_ DATE 117 -dig Fez 910-392-5209 IZ pow /a 2 J 7 • owner. 13 M POINT'S GROUP, ILiC SNEET Nb p�e ' 1202 N. LAKE PARR BLVD J' CAROLINA DEACB, NC 25428 30 PHONE: 910-458-5605 S7/Lit r , )61 -.. - "Mon Pen Pod Volume'. 430A45 cuR Gem,. PoplvcM 630,117 curt NOTE WELL Temp -Pool Volume' 157,519 cwR 1. DURING EXCAVATION OF PONDS 1 & CONTRACTOR SHALL STOCKPILE Temp. Pod VoNroe. 176.149 cu It depth3.1 rt PROPOSED GRADE— THE HEAVY CLAY HORIZON FOR USE AS A POND LINER. depth 35 6 A71ot_e e f PROPOSED GRADE — (SOIL SURFACE 1' 2. CONTRACTOR TO CONTACT CRAIG TURNER WITH LAND MANAGEMENT. Abof_ 124,049 sf . Apemr—pooW Ap9(_poW 200 384 20o.380 .f t26,610 sr. (SOIL SURFACE)1' _ 910 452-0007, PRIOR TO INSTALLATION OF CLAY KEY &LINER TO VERIFY ( ) pool A bot-P W gbot oo,d 175.667 sf 75,667 fif. wf,,,W,ePipect CLAY KEY (MIN. CLAY KEY (MIN. THICKNESS = 1 FT) _ LOWER LIMIT OF CLAY HORIZON AND TO VERIFY PROPER INSTALLATON OF CLAY KEY do LINER. 9Rent pool Emeeey°+. CONTOUR MK'REMENTAL AC-�'"'' THICKNESS = 1 FT) 3. CLAY LINER TO UNE THE ENITRE POND, INCLUDING THE POND BOTTOM, FROM CONTOUR AREA VOLUME vOwME STAGE 4' THE BOTTOM OF THE CLAY HORIZON TO THE BOTTOM OF THE POND. CLAY CONTOUR INCREMENTAL ACCUM cwro aero rc�m cro _ :-; KEY SHALL BE INSTALLED PER NOTE 4. ey: AREA VOLUME VOLUME STAGE 0 o CLAY HORIZON (UPPER LIMIT);— 4. PER LAND MANAGEMENT GROUP REPORT, DATED OCTOBER 28, 2008: CONTOUR (waN lfuN (~z+N (N 17 16 32.464 0 33.939 33.zo1 33201 1 1 + APPROX. 24' MSL I—i _ t, 19 35.445 34.e92 z IT WOULD BE OUR RECOMMENDATION TO UTILIZED THE NATURAL SOIL IN 7 24,843 0 0 0 zo 36.962 36,216 +0..107 3 I I— �—_III—I — PLACE FOR THE SIDEWALLS OF THE PROPOSED STORMWATER POND LOCATED e 26,208 25,525 25,525 1 zos 37,763 19.6e +zz.793 4 I —III NEAR THE FRONT OF SITE AND SITUATED AT THE 26' ELEVATION. 9 27,6D9 26,909 52,434 2 —III —I 95 28323 13%3 66417 25 I -III=III—I DURING EXCAVATION, THIS HEAVY CLAY HORIZON SHOULD BE STOCKPILED 10 29046 14342 80759 3 Fo,ebeye2: CONTOUR WREMENTAL ACC UM — — FOR USE AS A POND LINER. THE IN SITU CLAY SIDEWALL OF THE POND CONTOUR AREA VOLUME VM LIME a�ro STAGE CLAY HORIZON (LOWER LIMIT);— WILL PREVENT LATERAL GROUNDWATER MOVEMENT. WE RECOMMEND A CLAY ($Rro 1=ero 01) SO BE REVEALED BY SITE KEY BE INSTALLED BEGINNING ONE FOOT BELOW THE UPPERLIMIT OF THE 17 n1 0 0 0 CONSTRUCTION EXCAVATION CLAY HORIZON, APPROXIMATELY 23' MSL, AND BROUGHT TO WITHIN ONE 18 1.040 916 916 1 FOOT OF THE SOIL SURFACE. SITE CONSTRUCTION EXCAVATION WILL REVEAL t9 t,3M 1,180 +A75 2.096 3.570 2 3 POND 91 CLAY KEY DETAIL THE ACTUAL LOWER LIMIT OF THE CLAY. BELOW THE LOWER ILMIT OF THE m 20.5 1.629 1,795 e56 4.427 4 NOT TO SCALE POND #2 CLAY KEY DETAIL NOT TO SCALE CLAY LATER, PLACEMENT OF A MINIMUM THICKNESS OF ONE FOOT OF A CLAY LINER EXTENDING AT LEAST ONE FOOT BELOW THE PERMANENT POOL Pond. CC14TOUR NCREMENTAL ACCUM SHOULD PRECLUDE LATERAL WATER FLOW INTO OR OUT OF E POND. CONTOUR AREA VOLUME VOLUME STAGE (6a R) (cuR) (01 It) (R) Mein POW: CONTOUR CONTOUR INCREMENTAL AREA VOLUME ACCUM VOLUME STAGE IT WOULD BE OUR RECOMMENDATION TO UTILIZE THE NATURAL SOIL IN faro PLACE FOR THE SIDflWALLS OF 1}1E PROPOSED STORWWATERLOCATED R 75,667 0 0 0 NEAR THE REAR OF SITE AND SITUATED ABOVE THE 18' ELEVATION. 7 81,103 78,385 78,305 1 169 +7 126.610 0' 127.295" +2.695" 0 12.695' o 0 PORTIONS OF THE POND WITHOUT THE HEAVY CLAY SIDEWALL SHOULD 8 86,874 83,988 t62,374 z 18 M.742 141'19e" 137,675' 143.437' 1 UTILIZE THE PLACEMENT OF A MINIMUM THICKNESS OF ONE FOOT OF A CLAY 9 92,754 89,814 252,187 3 19 141.16z' 28"112143.437' 2 LINER EXTENDING AT LEAST ONE FOOT BELOW THE PERMANENT POOL TO 95 05.726 47.120 299.307 35 20 146.216' 144,690' 4_5.502' 3 PRECLUDE LATERAL WATER FLOWIN 10 105.788 50.379 34%m 4 205 te0.165* 77096' 502096 4 PORTIONS OF THE POND USING LINERS SHOULD TERMINATE THE LINER WITHIN THREE FEET OF THE TOP OF POND. BURIED CLAY KEYS SHOULD BEGIN FOUR FEET BELOW THE TOP OF POND AND BE BROUGHT TO WITHIN ONE FOOT OF THE SOIL SURFACE. p Iy Pool CONTOUR INCREMENTAL ACCUM CONTOUR AREA VOLUME VOLUME STACF (sa R) (cu R) (aJ R) (R) 10 135.247 0 0 0 10.5 147,851 70,775 70,775 05 11 151,684 74,884 145,6W 1 112 153,224 30,491 176,149 12 DESIGNER'S PLAN CERTIFICATION: I HEREBY CERTIFY THAT THIS PUN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST NEW HANM CDkRM ORDINANCES AND STORMIAEDH DES" iAINU14.. PAW NINE REGISTRATION NUMBER - OWNER'S CERTIFICATION I (VIE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE WRRENT OWNER OF THE PROPERTY AND THAT UPON RECEIPT OF 'AUITIORIZATTON-TO-CONSTRUCT' ANY CLEARRIG, GROW, CONSTRUCTION OR DEVELOPMENT, WILL BE PERFORMED IN ACCORWCE WITH THIS PLAN AND THAT THE APPLICl1BLE ORDINANCES AND RULES OF NEw NANOWER COUNTY, THE STATE OF NORTH CAROLlM AND THE FEDERAL GOWRWENT AND ITS AGENCES WHICH ARE HEREBY MADE PART OF THIS PLAN. AS THE OWNER,I (WE) ACCEPT FULL RESPONSI&UN FOR THE CONSTRUCTION AND OPERATDN AND MAINTENANCE OF THE PROPOSED FACILITIES. I (WE) WILL NOT ATTEMPT TO TRANFER OF THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY.' PRINT NAME TITLE: DATE- RNerddeorjVe MAINTENANCE ACCESS POND #2 DETAIL SCALE: 111=50' 1. AEYSED POe r+Nc. 6-12-06 2 I REVISED TO AM CM KEY. 12-5-06. REV NO. DM=FnoN DATE REVISIONS DETAIL SHEET RIVERSIDE DEVELOPMENT \ Cape Fear Township New Hanover County North Carolina DATE: 6-16-08 SCALE: DRAWN: JCB MALPASS ENGINEERING, P.C. CHECKED: A, f99944M1/A4AA e 1134 Sfid'YARD BOULEVARD JBM �HL'�� PROJECT NO: �ii Ph13na 9I0-992-5248 164 Flu 910-9/12-5203 � Y v icw� � q: Owner: TuvER PDBrrE GROUP, uc RNK B2U8/D42 AHKEEA 1C2A0R2O CPHA LNIN. AL C E LN;Y7.4 ,• POND #1 DETAIL SCALE: 1"=50' POND 1 Pipe System 1-A LineNo. Line ID Line Sae Line Length knent Elev.DoMn kllRnt ElevUp LineSlope GrA&%m Elev. Dn StrLine No. 1 CB-1 36 77.0 8.00 12.26 5.53 21.78 End 2 CB-2 36 32.0 1226 12-61 1.09 21.78 1 3 CB-67 36 97.0 12.61 13.35 0.76 22.25 2 4 CB-68 36 119.0 13.35 13.85 0.42 22.21 3 5 CB-4 36 90.0 13.85 14.51 0.73 21.77 4 6 CB-3 18 32.0 14.51 16.11 5.00 21.77 5 7 CB-69 36 77.0 14.51 14.82 0.40 22.14 5 8 CB-70 36 118.0 14.82 15.18 0.31 22.31 7 9 CB-6 36 78.0 15.18 15.65 0.60 21.93 8 10 CB-5 18 32.0 17.40 17.50 0.31 21.93 9 11 CB-71 36 109.0 15.65 15.82 0.16 22.36 9 12 SDMH-1 36 41.0 15.82 16.50 1.66 22.30 11 13 CB-7 24 81.0 16.50 17.42 1.14 22.33 12 14 CB-8 18 20.0 17.42 W.97 2.75 22.33 13 15 CB-72 24 57.0 16.50 17.05 0.96 22.52 12 16 CB-10 24 64.0 17.05 17.25 0.31 22.22 15 17 CB-9 18 32.0 17.25 17.80 1.72 2222 16 18 CB-73 18 64.0 17.25 18.04 1.23 22.51 16 19 CB-12 18 76.0 18.04 18.45 0.54 22.92 18 20 CB-11 18 32.0 18.45 18.55 0.31 22.92 19 21 CB-1 IA 18 44.0 18.55 18.68 0.30 23.15 20 Pipe System 1-B - LineNo. Line ID Line Sae Line Length Imed Elev Down ImW EW.Up LineSSlope GratelTbm Elev. Dn S11L.ine No. (in)- (8) (ft) (ft) (%) O 1 CB-46 60 179.0 8.00 12.52 2.53 21.85 End 2 CB-45 18 24.0 17.33 17.43 0.42 21.85 1 3 CB-48 60 266.0 12.52 13.20 0.26 22.12 1 4 CB-47 18 24.0 17.58 17.68 0.42 2212 3 5 CB-50 60 237.0 13.20 1163 6.18 22.47 3 6 CB-49 18 24.0 17.98 18.08 0.42 _ 22.47 5 7 CB-74 54 47.0 13.63 13.72 0.19 22.80 5 6 CB-75 54 46.0 13.72 13.81 0.20 23.28 7 9 CB-14 54 69.0 13.81 13.93 0.17 22.88 8 10 CB-13 18 32.0 18.30 18.40 0.31 2288 9 11 CB-16 54 310.0 13.93 14.50 0.18 22.90 9 12 CB-15 18 32.0 18.35 18.45 0.31 22.90 11 13 CB-76 54 134.0 14.50 14.77 0.20 23.56 11 14 CB-18 54 1220 14.77 15.00 0.19 23.05 13 15 CB-17 18 32.0 18.30 18.40 0.31 23.05 14 16 CB-17 54 161.0 15.00 15.47 0.29 24.25 14 17 CB-20 54 134.0 15.47 15.72 - 0.19 23.70 16 18 CB-19 18 32.0 19.20 19.30 0.31 23.70 17 19 CB-78 54 82.0 15.72 15.87 0.18 24.11 17 20 CB-79 18 32.0 19.15 19.25 0.31 24.11 19 21 CB-21 18 52.0 19.25 iml 0.31 23.88 20 22 CB-22 18 20.0 19.41 19.47 0.30 23.88 21 23 CB-80 24 48.0 18.02 18.17 0.31 23.91 19 24 CB-57 24 103.0 18.17 18.48 0.30 23.37 23 25 CB58 18 24.0 18.48 19.03 2.29 23.37 24 26 CB-84 48 90.0 15.87 16.04 0.19 24.17 19 27 CB-24 48 73.0 16.04 16.19 0.21 23.86 26 28 CB-23 18 32.0 19.15 19.25 6.31 23.86 27 29 CB-85 42 129.0 16.19 16.41 0.17 24.66 27 30 CB 26 42 76.0 16.41 16.55 0.18 24.36 29 31 CB-25 30 32.0 18.15 18.25 0.31 24.36 30 32 SDMH-4 36 59.0 16.55 17.51 1.63 25.38 30 33 SDMH-2 36 68.0 17.51 18.63 1.65 26.10 32 .11 34 SDMH5 30 121.0 18.63 18.83 0.17 25.43 33 35 CB-65 30 67.0 18.83 18.95 0.16 24.64 34 36 CB-66 24 20.0 18.95 19.50 275 24.64 35 37 CB-86 30 60.0 18.63 18.82 0.32 25.30 33 38 CB-28 30 92.0 18.82 19.10 0.30 24.84 37 39 CB-27 18 32.0 19.10 20.25 3.59 24.84 38 40 CB-87 18 70.0 19.10 20.00 1.29 25.17 38 41 CB30 18 74.0 20.00 20.48 0.65 25.58 40 42 CB-29 18 32.0 20.48 21.03 1.72 25.58 41 43 DW 24 203.0 18.25 19.75 0.74 24.75 31 44 DH 18 129.0 17.68 18.07 0.30 25.55 4 45 CB-106 18 106.0 19.05 19.37 0.30 23.12 7 46 CB-105 18 24.0 19.37 19.45 0.33 23.12 45 �4-;,6 43 s 2.86 ac. TOP=25.60 INV=20.75 • ::.. Lem 11 MU 14 Pipe System I-C LineNo. Line ID Line Sae Line Length Imed Elev.Down I n8rt Elev UP LinleSlope Gratel tim EleIE Dn StrLine No. 1 CB43 60 107.0 8.50 10.17 1.56 21.85 End 2 CB44 60 32.0 12.17 12.65 1.50 21.85 1 3 _ Ma W 97.0 12.65 14.62 2.03 22.63 2 4 CB-89 30 45.0 14.62 16.41 3.98 22.44 3 5 CB51 30 94.0 16.41 16.58 0.18 22.00 4 6 CB52 24 24.0 16.58 17.13 2.29 22.W 5 7 CB-90 24 187.0 16.58 17.44 0.46 23.58 _ 5 8 CB53 24 188.0 17.44 1Z78 0.16 22.69 7 9 CB-54 18 24.0 1Z78 18.33 2.29 22.69 8 10 ! SDMH-10 54 63.0 14.62 14.73 0.17 22.83 3 11 CB-91 54 25.0 14.73 14.78 0.20 22.71 10 12 CB-42 54 53.0 14.78 14.88 0.19 22.49 11 13 CB-41 18 32.0 17.80 17.90 0.31 22.49 12 14 CB40 54 331.0 14.88 15.48 0.18 23.67 12 15 CB39 18 32.0 19.15 19.25 0.31 23.67 14 16 CB-92 48 146.0 15.48 15.75 0.18 24.35 14 17 CB38 48 124.0 -475 15.98 0.19 23.53 16 18 CB-37 18 32.0 18.95 19.05 0.31 23.53 17 19 CB-93 48 124.0 15.98 16.21 0.19 24.09 17 ZO CB-94 ' 42 44.0 16.21 16.29 0.18 23.85 19 21 -CB-55 42 128.0 16.29 16.53 0.19 23.24 20 22 CB56 18 24.0 18.6E 18.78 0.42 23.24 21 23 SDMH-11 36 58.0 16.21 16.76 0.95 24.24 19 24 CB-X 36 WO 16.76 17.65 0.94 24.41 23 25 CB35 18 32.0 19.15 19.25 0.31 24.41 24 26 C855 36 173.0 17.65 18.91 0.73 24.67 24 27 CB-34 36 66.0 18.91 19.00 0.14 24.35 26 28 CB-33 18 32.0 19.18 19.85 209 24.35 27 29 SDMH-3 30 - 115.0 19.00 19.50 - 0.43 25.94 27 30 CB-96 30 76.0 19.50 19.64 0.18 25.07 29 31 CB-& 30 57.0 19.64 19.75 0.19 24.81 30 32 CB-31- 18 310 19.75 20.30 1.72 24.81 31 33 CB-97 24 46.0 19.75 19.89 0.30 25.14 31 34 CB-81 36 116.0 16.51 17.96 1.23 24.41 21 35 -CEkd 36 44.0 17.96 18.64 0.18 24.33 34 36 C659 36 56.0 18.04 18.15 0.20 24.08 35 37 CB-60 18 20.0 19.68 19.78 0.50 24.08 36 38 CB -SA 30 149.0 18.15 18.50 0.23 24.18 36 39 CB-61 30 - 134.0 18.50 18.73 - 0.17 24.23 38 40 CB-e2 24 20.0 18.73 1918 2.75 24.23 39 41 CB -MA 18 20.0 18.50 18.56 0.30 24.18 38 42 OW 24 87.0 19.89 20.15 0.30 25.55 33 43 SDMH-12 24 103.0 20.15 20.46 0.30 26.22 42 44 %15 ' 18 97.0 20.46 20.75 0.30 25.60 43 45 DW 18 98.0 20.46 20.75 0.30 25.60 43 POND 2 Pipe System 2 A Unek Line ID Line Size_ Line length knell ElevDown Imed Elev..Up LmeSbpe Gl2tei b Elev. Dn Strline No. (in) (n) (8) m (%) (1t) -26.40 1 CB400 42 67.0 18.00 18.87 1.30 End 2 CB-101 42 32.0 18.87 18.97 0.31 26.40 1 3 SDMHA 42 31.0 18.97 la 0.26 27.00 2 4 _ 04 36 175.0 19.05 20.50 0.83 26.65 3 5 SDMHS 36 75.0 20.50 20.72 0.29 28.06 - 4 6 N 18 78.0 22.E 23.15 0.59 27.80 5 7 D16 18 120.0 22.69 23.05 0.30 27.75 -5 8 - DI.7 36 57.0 20.72 20.90 0.32 27.75 5 9 _ M 18 56.0 22.38 22.55 0.30 27.75 8 10 N 30 111.0 20.90 21.39 0.44 27.75 8 11 %10 18 56.0 2238 2255 0.30 27.75 10 12 SDMH•7 30 69.0 21.39 21.60 0.30 28.00 10 13 DI-11 24 47.0 21.60 22.00 015 27.75 12 14 M12 18 56.0 22.00 2155 0.98 27.75 13 15 M13 24 107.0 21.60 2200 0.37 2715 12 16 DI-14 18 56.0 22.00 -22.55 - 0.98 27.75 15 17 PPE KkTtt 24 8.0 24.27 24.30 0.37 3 Pipe System 243 UneNo. Line D Line Sae Line Length knell EW..Dmwn, knell Elev.Up lmeSkrpe G*dit Elm Dn SbUne ND. (in) (ft) (ft) (k) N M) 1 CB-104 66 74.0 18.07 18.31 0.32 28.23 End 2 M102 66 -173.0 18.31 18.83 0.30 27.46 1 3 CB-103 42 320 18.83 21.00 - 6.78 27.46 2 4 SWALE #%2 42 35.0 21.00 2250 4.29 3 5 CB-107 54 317.0 18.83 20.15 0.42 27.34 2 6 CB-108 18 320 23.99 24.09 0.31 27.34 5 7 - - CB-109 48 163.0 20.15 22.87 1.67 29.03 5 8 CB-110 42 v-0 22.87 23.37 1.56 29.03 7 9 DH6 18 34.0 25.31 25.58 0.79 29.28 8 10 EX PPE SYSTEM 24 51.0 25.31 25.88 1.12 8 11 CB-111 24 145.0 24.37 27.12 _. ___ 1.90 30.A 7 12... CB-112 18 320 27.52 27.62 0.31 X83 11 13 CB-113 18 - 70.0 27.12 28.13 144 31.52- 11 14 CB-114 18 3Z0 28.13 28.25 0.32 31.83 13 15 DRIVEWAY DI 18 11.0 28.25 28.29 0.36 - 14 Pipe System 2-C LineNo. Line ID Line Sae Line Length knert EW Down Inert EkUp UnIkkipe Glat ft EW. Dn StrLine No. 1 C3-98 18 72.0 19.00 21.61 163 25.00 End 2 CB-99 18 MO 21.61 21.71 0.31 25.00 1 I M M CUM IIMT TM PUN WS BM PNEPMED N ACCOMWCE 1MM DE LA= MIN WOO OD M OIORIANCES MO SIMMB M DIM! MKVL sraMnNr• PRM NAME TOT F: FEGISFIMIM WAM Ow En CBMRCATRN I W WM WM TIMT 1 M MI WO TIE CURRENT WM OF DE PROPERTY NO TIMT UPON RECEPr OF NmovAmit-TO-0ONSmucr Aw Qpgm 11 cm WnSIRUCDON oR OEVEIDPmm WRL BE PERFORIED N ACOOR WXX VM TMS PUN NO TINT TTE N'PIMIEtE ONONMICEB NA RIAB OF WV WWINU CMM. 1K SPATE OF M7 M COMM AM TIE FIM& GMEDUM AM IIS ACFIM WMCH ARE M W WDE PART OF TM MAL AS TIE 01104K 1 (WEj ACCEPT FUl ReFONSOM FOR TM'. OONSINUC101 NO OPBMTgN AM WWIETW1M OF TIE PROPOSED FACRNES I W TILL MTF AMAFr TO 1RAN IM OF TMS RESY01661 M WPM THE WI•M N11M ORM OF WN WUXM COUNTY.' ary�noc• PRM NNE nll F- are DETAIL SHEET RIVERSIDE DEVELOPMENT Cape Fear Township New Hanover County North Carolina DATE 6-16-08 SCALE VARIES DRAWN: JCB ��q("y'' •.r MALPASS ENGINEERING, P.C. -:/,{, 4, � 1134 SFDPYARD BOULEVARD JBM '� TFII.tIWGTON. NORTH CAROL[NA 2E1412 PROJECT Np; Phoae •10-9•Z-6249 °raz •lo-s•z-OZO9 184 BEAL 28M a � f=; o.aer. RIVEN POBrts GROUP, u o sNEEr M}. 2 A r�� Pp c 120E N. IAUJ! PAR& HEW '.i.::�� •t�' �CAROI]NA BEAC$ NC EB•2B vo PBDNE: >nD-.�e-sews �. 30 M - PREVENTER N SSMH-57 (SEE NOTE 043) FFE=30.19 w PRO DI-12 I TOP-27.951 4" FIRE LINE t I TOP=27.75 I, INV=20.7 WN 22.55 N N 24-W.,M.'S 8-unit o. <5. N 29. 5 2915�. Garage/ Dumpster c. - 4 �'' o DITCI Pad & a 5 -2915I w- Storage Enclosure 65 2 •'15 29' w'x N I? �N u DI-14 � Bldg. W E TOP=27.75 27.75 8 3 X2g.15 INV=22.55�. `r N (0 o 27 rn �_ 1 X - - II I - _ 18' RCP ' 75 0 II 2 .411/00 S OD 14 - L.P N �12 •4 CP OD 18" RCP )( LIMITS OF DISTURBANCE n i t +' R ^� X ' 1 28 4 �� 24' ' CID N 7 e / N 1 �� 27 .7 5 (0 SILT FENCE 16 �' �'`, Ij 24 RCP Ln o DITCH 01-2 �gC' : o �� 2g.15 I-13 7�( \ TO BE HEAVY DUTY 1oP ieza N o OP 2 N FILLED - wv=zs.5a g• DI-11 CO _ I ° - - 27.75 2735 o X 1 V 22.0 I 28.89 STOP= 7 N :< 93 INV=22.00 D H- +(� 90 N� g:65 Al 8. -C ��1 TO I. Co - 28.4 U, N ' O, Cg-110 - 12 o �r IN 1.6 I a, (n 1 5 z �<N s5.t I .6 29 _ LNo, N - (P ,�, O SSMH-44 ' I N , 7 �+�'-I o 29• TO o,. • 30" RCP N I TOP=28.65 P= 9 CB-108 1I 28.8g O1 OT N .(P I INV(IN)=16.73 (NV IN =1 . TCs27.76 \ 1 " RC ('' 3 - S t o r 1 NV=16.63 INV 16.86 INV=24.09 CD N k. y�2'4 U n I t SWALEI#2 ,INV-25.75 P Residence -�� 4• RCP 18.0' ( _. < �-W,- I -- -42" RCP -Story/24 Unit .V.45. - _�., 4' piP Ol-9 01-10 -y- 1 igh s Oro Plaza - 1e• RCP -� 'y 48" RCP T_ o Residence 20 LF _ TOP= Units MB159 ,R 27,6s M 28.83 INV IN - '- .38 INV= - \. I - - � - _ _ _ - . - LIMITS OF DISTURBANCE - SILT FENCE _2 .39 a SC INV- 15 < �s 21 5 - 2 3 8 _ �_ �2g 4a _ - _---- - -- _ ,:: - T � 9,5 H 29s ? 28.4 2g.65/22� - _ _ 1Nv( - 7 . - 29.1s LINE - . - _ LNiNv zis7 6ACKFLOW 29.6 z . 4,. FIRE .- . . i - I,, i,r � Cg-t07 PREVENTER III 30" RCP I!'I NX I�I�_ Tc zz7s 29.65 _ gACKFLO�N- "�E INV(IN)-Ns23.99 (SEE NOTE #43) rn XT. PREVENTER7�-6� ,Nv_zo.15 LINE N I' ; 28.93 65 9.1s 29.65 NOTE ,#43) in S NOTE WELL: PROPOSED SPOT ELEVATIONS ALONG RIVERSIDE DR. LOCATED ON CONCRETE MEDIAN ISLAND ARE ASPHALT GRADES k NOT TOP OF ISLAND GRADES. - PARKING STOP (TYP) 18" RCP CB-114 9 DRIVEWAY DROP INLET TC-32.25 y INV-28.29 'O" L i I -2= m PROPOSED 3• WIDE CONCRETE MEDIAN p ISLAND 4 J - PLUG 8" FM 32 t 18" RCP 33.55 34.0 33.70 32.89 €b1 [ w1 _- APPROX. TO 18" RCP 8" �r� !- EXISTING EDGE OF ED21'GE 200' STORAGE I TRAVEL LANE LIMITS OF DISTURBANCE j 143.68' Q TCs31.18 ''\ \h.IV(IN)-N=27.52 CB-113 , yoo INVs27.12 TC=31.94 NOTE: EXISTTNG TREES SHALL APPROX LOCATION OF 1 INV=28.13 BE REMOVED AS NECESSARY EXISTING 4- FM, TO CONSTRUCT RIVERSIDE CONTRACTOR TO VERIFI DRIVE. NOTE: IF REOUIRED IMPROVEMENTS LOCATIOI EXACT SIZE &IN IMPACT EXISTING SIGNAL POLE, CONTRACTOR TO INSTAL CONTRACTOR SHALL MODIFY AND/OR 6"X4" REDUCER TO REPLACE EXISTING SIGNAL TO MEET CONNECT TO EX. 4" FM CURRENT STANDARDS TO INCLUDE STEEL POLES WITH MAST ARMS. 4" FIRE J Go �� 01 2 29.15 �($EE PROPOSED ENTRANCE ROAD DETAIL SSMH-58 2B.4 29.15 l�� SCALE: 1"-50 TOP=28.43 n cn gt5 t 29.65 "1 - - .. INV(IN)=19.87 29.65 I INV=19.77 s �- -_" 4" G V 269 1 PAVEMENT MARKING 5CHEDULE LO Units i ut P J PAVEMENT MARKING LINES D£5CR{PTION ``: (31 - z Lin . FFE= 30.19 A - THERMOPLASTIC (4" WHITE, 120 MILS) 4" X 2' MINI5KIP 1 6 7 - 1 g v('� B - THERMOPLASTIC (W WHITE. 120 MIL5) 5OUD LANE LINE p1 7 1-8 C - THERMOPLASTIC (4' YELLOW, 120 MIL5) DOUBLE CENTER UNE N - -.% .% 5 P = 7 5 D - THERMOPLASTIC (24' WHITE. 120 MIL5) 50LIC 5TOP BAR (P J = 22. 38 - 5 C. 0. . - L PAVEMENT MARKING 5YM50LS FFE- 30.19 N \- e E - THERMOPLASTIC (LErr TURN ARROW, 90 MILS) r. « .. _ I r - TFIERMOPlASTIC (RIGHT TURN ARROW. � MILS) Lin (fJl 36" R NCO 2 •65./' 9 1. ;'S ' 29.5 29 15 G - THERMOPLASTIC (STRAIGHT ARROW. 90 MILS) I .65 2 ` 28.93 N 8 4 2 2 D Pmp s& C.Q. ..�X DI-6 All AVEMENT MARKING5 5HA)"L BE THERMOext5niC ,2 27.75 TOP=27.75 - - Encl4sur( -ALL PAVEMEHT LL 15FN 5TALLE S. Bfnm 5TD. o 05-01 M>RK1NGs .. ` 2g 1 28.6 �ij \. -LINE 7YPE5 SHALL BE OULD LE11 PER STD. PER 5.01 28.22 28.08 18„ RCP INV=23.05 8-unit ARROW SYMBOLS SHOULD BE INSTALLED PER STD. 1205.05 .1 28 22 29.0 2 .0 Garage/ Dumpster i11 o _ .0 Po Storage Pad & ! 27.8 CID_____-�- Enclosure DI-5 RCP Cr �� Bid 2$•2 27 80 18" g0 Q 1 g' - TOP= p 2 .SDMH-6 � �,• INV=23.15 29. °�\ Q T0P=28.08 WETLAND FILL (I INV(1N)-E&TN- 2.69 LIMITS OF 105 S.F. v 2g �, II INV=20.72 DISTURBANCE INV=25. 4 C.II I 36 RCP S ALE #18 I � 0 DI -4 C�I�I HEAVY DUT 'X3' (TYP") �IN 24.45 Ex. DI PARKING STOP (TYP) 8 unit '� HEA 26 103 (S N SAWCUT & REMOVE Ex. SSMH - G TOP= PH 1 Cg ISTI I N A P T W NOTE WELL: PROPOSED SPOT ELEVATIONS ALONG RIVERSIDE DR. LOCATED ON CONCRETE MEDIAP,ISLAND ARE ASPHALT GRADES h NOT TOP OF ISLAND GRADES. r EX. 10" SANITARY N S Ex NG BU LDI G EX. 5 HAL EXISTING arage 0 SILT FENCE T =27.88 XIStI g EX. 24" PIPE • POLE TO BE I� �NV 20 SDMH-8 Storage Bldg. V, �'u `�� 1 v=21. Pon 2-EX. B• PIPES EX. FENCE TO BE REMOVED RELOCATED I � (ASSUMED PER CONTRACTOR) 1 = g. Wl=gr �J� With EX. ASPHALT TO BE REMOVED EX. SSMH I-_-- I 1 I J I•1 �L1 I ? • PLUG 8 FM x. SSMH 11 f L i TOP=27.0 �{ RY ►2.9.6' O / Plastic TOP=2 es EX SSMH I I l ,i < E (1 INV lN-NW=24.27 TEMP 1 O - TOP-28.59 ( -14 11 RiV(9/}=16.73 INV IN 16.96 <.> CULV ' ji L L j INV=16.63 ( )_ EX. CONCRETE0 BE REMOVED S INV=19.05 „INV=18.86 Y -. �N ••--"-i", .�/ , ', yam, y�y ,. 2-24 ! E 11 'may 1 I �, y,:f ,, r�^��."�j,..'-.w ...r" .i<.. :��=-�..Lu•✓. , µi% .,.`TBC'-Rf�rff}rrvy '�% ' �t 36 RCP I 1 / L" - i ✓/ :> //rri;>;i�/,/ xY" _ _ Y. ISTING = 24.25 -:. g ,.... 4 ;•. �+✓ - _ _ .. -- ' - E Q POOLE TO BE wER INV- - a WE i`ID FILL ' - y P# za-X �o RELOCATED -_ 4- S.F - 592` 93� SS_.. - PH. 1 SILT . _ _ r- NO EXISITNG TREES SHALL EX. SSMH A.+-. S"C__... -- --- _ NOTE' APPROX LOCATION OF RELOCATE OR BE REMOVED AS NECESSARY EXISTING 4" FM; REMOVE LIGHT POLE AS PER TO CONSTRUCT RIVERSIDE PARKING AREA DETAIL _ -�� _ _ CONTRACTOR To VERIFI WRK9•ITSBORO PLAZA DRIVE NOTE: IF REWIRED IMPROVEMENTS EXACT SIZE & LOCATI01 _ `-r• IMPACT EXISTING SIGNAL POLE, ,., CONTRACTOR TO INSTAL SCALE: 1"=30' - `- - CONTRACTOR SHALL MODIFY AND/OR 6"z4• REDUCER TO EX. 12" CUL T CONNECT TO EX. 4" FM CURRENT REPLACE EXISTING SIGNAL TO MEET 27 E EXISTING PIPE BE REMOVED STEEL POLES WITH STANDARDS ARMS. DE 1 EXISTING LIFT STAT;�ry EX. DITCH /IA @ ASSOCIATED STRUCTURES TO BE LINED WITH TO BE REMOVED EXCELSIOR MATTING EXISTING ENTRANCE ROAD DETAIL EXISTING SCALE: 1"=50' nalvcwev 1 REUSED TO ADD PRODAENT MV W SCHEDULE 8-20-OS 2 KOM PER NCOM 12-10-M 6RE110 DESCRIPDDN DATE REVISIONS DETAIL SHEET RIVERSIDE DEVELOPMENT Cape Fear Township New Hanover County North Carolina DATE: 6-16-08 SCALE: VARIES DRAWN: ice MALPASS ENGINEERING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM VnMINGTON, NORTH CAROLTNA 20412 PROJECT NO' Phone 910-392-5243 164 Fe= 910-392-5203 pp I Owner: IWM POINM GROUP, LW SHEET N0: 2 L' I= N. LAKE PARK BLVD CAROUNA BEACH. NC 284M PHONE: 910-458-5605 3 0 OF: Horne Place Drive Chadwick Avenue M ora�aa M4 WW 100 GRAPHIC SCALE ( IN FEE ) 800 APPROVE NORTH CAROUN.A. ENUIIRONIMFNTa. IL�ii�'I\�? r [ aril �'��T l� 1 i IF�� I Pell I �' �.'• i �..) IS DRAINAGE AREA — PONDS RIVERSIDE DEVELOPMENT Cape Fear Township New Hanover County North Carolina 1 inch = b0 ft. �v eo. oEsoTnow oah REYIONS -' l.% DAiE: 5 8-08 SCALE, i"=200' DRAWN: —1 J� MALPASS ENGINEERING, P.C. CHECr 1134 SHIPYARD BOULEVARD.YD3 RDGTON, NORTH CAROLINA 28412 tPR0 Phoae 910-392-5243 Fax 910-392-5203 Owner: RIVER POINTE GROUP, LLC tEE 1202 N. LAKE PARK BLVD CAROLINA BEACH, NC 28428 PHONE: MO-458-58M 0 i VYEAANDS DELINEATION CER7IFICATE DEC 1 A 2008 LEGEND T R A SASUY LN THIS CERTIFIES THAT TMS PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE VRWCRON Or SECTION 404 OF THE CLEAN WATER ACT PURSUANT TO Ly:��y � d�jad� ®MON ENS77NG CONCRETE MONUMENT vFdTMN N THE 1987 CORPS OF ENGINEERS DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS DATE -UNLESS THERE IS A CHANGE IN THE LAW OR HpRREtSyr� i a o OUR PIBU9IID REGL7LA11QNS DiIS DETERMINATION MAY BE REllED UPON FOR A PERIOD OF FIVE YEARS FROM HMS DATE ANY ISOLATED WETLANDS OR NETIAND AREA VIta SAIL DR p-� ; WATERS THAT ARE OUT OF CORPS VRISDIC77ON HAVE BEN LABELED ON IHE SURVEY r T Al/ WETLAND FLAG u N RERR AVE A„f d� s r�RL; u. , g a/ E)PiRAVON DA7F OF ODINEA77W 9 a-o1 �— PARCEL. LINES �{pDV1CK A� -i I- CAA'Y. � 1pkGZN Cyp 4 - 777LE �� r a-•-� - USACE ACTION LD: �5 �w •ate 3 •y o 9 o(D • D [9S� , I 1 + _ y -�- �' - i DR cq,zr 1 oDj? I 1 I I I N815'23-E o I I 45A-66' ` I1839. z u u t 1 1 I I WETLANDS AREA H VICINITY MAP (NTS) I I ' 1 1451'48 1 0.84t All to- r4 j - - - I O - I I 150 E- 1451.09' !q%2a I6�A u W CONC. MONUMENT Z L N 197,748.15 1481.49'45�E �, �: I r E 2,321,337.18 " - _ Q L Ld SM TOTAL SITE AREA = 100.58t AC. _ _ _ — — f 4 I 9V) t TOTAL- WETLAND AREA' = 6.14AC. WETiANDs, 1 "� N 4054 6.E Q t oN --- z.-:•:- i 0.11t AC. U N 0 JOUADS AREA G - - - W f ••• 1 } J J WETLANDS AREA ,I\ N ao t0 I dcL POWER LINE R/W _ _ WEXAAW AREA D 05WETIAIN05. AREA B O.CSf AG w N87'24'30*E - - - LIV O.aU AG y .� E ` -WETLANDS AREA E 9�! 61 257.513 0.34t AG � W'ET[Ahms AREA A •� h - \0.05f AC.-- F. •. •.•. WETLANDS AREA C ry a73± AC IN8621'07W / WETUNDS AREA F 27 _ 1 U E s.....' 0.11fAG �� J",DWICK TTT'� 1 I 1 1` T I-'► �- T ��/L w �-- �-- T-T GENERAL NOTFS T �J T �� tN . • . C�, �i� 1. THIS IS A WEILAND PLAT. IMS IS NOT A BOUNDARY SURVEY: PROPERTY BOUNDARIES SHOWN HEREON ARE O� • LESCOMPILED FROM NEW HANOVER COUNTY GIS DATA, DEEDS 1613-904, 1247-3T5, 1606-1406, AND MAP 15-32 3 i �� _ r `' • OF q�Ii• OF THE NEW HANOVER COUNTY REGISTRY, AND PHYSICAL LOCATIONS OF PROPERTY BOUNDARY MONUMENTS. Step - a- y• J4LC SCALE 1 inch - 300 ft CERTIFICATE OF ACCURACY & MAPPING 1. THE UNDERSIGNED. CERTIFY THAT THIS SURVEY WAS DRAWN UNDER MY SWDMSION i • �'L "t�• FROM A SURVEY MADE BY WITHERS a RAVFNEL AND THAT INS SURVEY HAS BEEN %,� •� SURJ� PREPARED IN ACCORDANCE WITH THE STANDARDS OF KERAND PLATTING AS ESTABLISHED BY THE U.S. ARMY CORPS OF QNGINEERS WH7NESS MY ORIGINAL SIGNATURE, LICENSE '00/11II WI, 7 NUMBER AND SEAL MIS 1 b DAY OF SEOr . 20 o AKES sM�-�oNa�� 2 404 WETLAND DELINEIADDN BY WITHERS AND RAVENEL 10/13/06. 1 404 WETLAND LOCATIONS SURVEYED WIN A 7RIMBL£ PRO kR MAPPING GRADE GPS RECEIVER CAPABLE OF SUB -METER ACCURACY. 4. AREAS LISTED HEREON ARE BASED ON COMP097E PROPERY BOUNDARIES AND ARE SUBXCT TO CHANGE IF/WHEN A BOUNDARY SURVEY IS COMPLETED. 5. NEW HANOVER COUNTY PARCEL NOS_ 312906.37.2680.000, 312910.37.3236.000, 312911.57.2179.000 6. SEE SHEET 2 FOR Yl HM FLAG COORDINATE TABLE NOT ALL FLAGS LABELED GRAPMCALLY. I Date Br os� "ter_ RIVER POINT GROUP, LLC WITHERS RAVENEIL P.o.Box306 RIVERSIDE WETLAND PLAT arau[Eas I ►LANN923 I ee�rnoRs t OF 11'.5 FEAR TnWAKNIv NMI NeNnVFR rnt larry NnPfN reRM WA IIICAROLINA BEACH, NC 28428 ,r..'.sra�..+.+w.+wu. a.+ .aw.awm rwass WETLANDS DELINEATION CER71FICAII INS CERTF7ES THAT THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE 105DICRON OF SECTION 404 OF THE CLEAN WATER ACT PURSUANT TO OUR THE LAW OR THE PUBUSMm REAIIAIIQVS�( IMS DETERMINATION MAY BE EERELIED U�D By FOR ATHE NPERTOO OF RVE YEARS FRODERSFWED ON THIS DATE. M IHtS ALESS TE ZANY ISOLATEDS A CHANGE NWETLANDS OR WATERS THAT ARE OUT OF CORPS JJRISOIC71ON HAVE BEEN LABELED ON THE SURVEY •e SiN" :J�PLirYT�S i,; jW2;,Nj-RS 11,47CIALI I D' 177LE FLAG NORTHING EASTING Al 197152.2860 2324899.2530 A2 19712-7.4850 2324937,3270 A3 197143.4400 2324940.6660 A4 197146.6410 2324972.0440 AS 197163.5750 2324987.1330 A6 197167.1440 2324950.7520 A7 197181.5340 2324919.0610 ASTTA1 197167,2550 2324916.4220 TTPLl 197000.5616 23241599960 Bl 197DO8.9120 2324160,3960 B2 197048.0840 2324166.9620 B3 197060.2250 2324178.4460 B4 197093.5670 2324171.8710 B5 197086.3690 2324134.4550 B6 197105.1330 2324085.1910 B7 197113.3760 23240431510. B8 197141.7360 2324035.5210 B9 197175.1570 2323986.2580 B10 I97165.4070 2323976.1430 Bll. 1,97122.9960 2323975.0890 B12 .97069.5040 2323978.6120 B13 197057.3560 2323976.5540 B14 197035.4110 2323993.5500 B15 1 19700&5480 2324029.5310 B16 196978.9630 2324068.3470 TTPL2 196985.2741 2324059.4660 TTPL3 196858.5726 2323234,5730 Cl 9700 196888MI-1 2323216.6480 C2 2323201.4280 C3 3166.8120 C4 323149.4380 C5 2323141.6360 C6 2323126.0690 C7 .. 3CS 30252820 C9 196917.7780 2322987.0110 C10 196891,1540 2322974,5810 CIA 196865.4650 2322998.5380 C12 196852.8290 2322985.4850 C13 196875.8930 2322948.9650 C14 196863,2870 2322905.1480 ElS 196831.7710 2322894.7580 ERPIRADON DATE OF DELINEATION: / ! k-op- USACE.ACTION To: 122-62 - 06206 - D lu.S CERTiFICATE OF ACCURACY & MAPPING 1.1HE 11NDFRS(?IETL CERTIFY THAT THIS SURVEY WAS DRAWN UNDER MY SLMW510N FROM A SURVEY MADE BY SLATHERS & RAVENEL AND THAT IRIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE STANDARDS OF WETLAND PLAITING AS ESTASUSHED BY THE U.S. ARMY CORPS OF ENGINEERS WITNESS MY ORFCWAL SGNAM LICENSE NUMBER AND SEAL 7MS 18 DAY OF S EOT . 20-e3 0 c W, P.m r T I = ff � 030* ff i �,# � � WETLAND COORDINATE TABLE NG EASTING 0235 2322885.9400 %197124.7280 2323114.0750 RD2 4850 2323133.3030 6650 2323134.8890 0450 2323103.9800 197122.6020 2323059.4490 TTPL5 196779.4818 2322719.6500 E4 196806,5690 22332222761262.4536900 E5 196837.0580 2322694.4780 E6 196861.7490 2322680.1990 E7 196900.3480 2322668.7540 ES 196954,8400 2322667.6730 E9 08.2120 2322676.2170 E1 0.30 1970473 2322685.16900 lEl 197052.2530 322641.713 E12 197023.1860 2322639.73 1E 196952.2650 E14 196938.5690 2322636,651001 E15 196886.1630 2322628.2090 E16 16 196847.2660 2322635.4390 E17 196797.5460 2322620.1050 E18 196776.2990 2322606.8730 TTPL6 196762.4855 2322608.9950 Fl 196842.3530 2321872.0290 F2 196877.0390 2321887.2050 F3 196887.6190 2321905.11220 F4 196933.8780 2321894.9520 F5 196948.6040 2321939.3730 196978.3300 2321952.7170 196999.8550 2321938.3440 EFFIO 197010.7510 2321933,4300 196972.7670 2321928.7900 196957.3400 2321897.6220 F101 196927.4390 2321857.3590 F11TTF1 196898.4260 2321855.7550 TTPL7 196636.6363 2321789.6500 G15 196652.6400 2321775.3430 G16 196717.8110. 2321775,4880 G17 196751,9020 2321795.5300 G19 196786.8200 2321796.7550 920 196822.1300 2321823.0600 G21 196858.20001 2321811.6820 RIVERSIDE FLAG NORTHING EASTING G22 196867.0670 2321784.3900 G23 196852.5710 2321740.9090 G25. 196880.5490 2321703.8100 G24 196848.6400 23217126570 G26 196947.3630 232165OLS50 G27 1969825400 2321688.8140 G28 197005.3840 2321707.8690 G29 197D41.6950 2321694,1870 G30 1970G7.0080 2321658.0790 G31 197113.4880 2321655.1700 G32 197143.0370 2321631.9480 G33 197152.9730 2321595.3130 G34 197165.1920 2321565.3810 G35 197191,8400 2321564.2660 G36 197220.7810 2321594.4840 G37 197253.5030 2321588,7500 G38 197288.0560 2321582.9330 G39 197334.2720 2321573.0010 G40 197360.3560 " 2321574.8550 G41 197394.5430 P-32158LG250 G42' 197419.5610 2321592.3650 G43 197487.8430 2321615.3790 G44 197512.4210 2321553.4030 G45 197505.1100 2321513.7110 G46 197537.5970 2321500.3410 G47 197578.5650 2321447.4380 G48 197618.3450 2321420,9250 G49 197643,4040 2321391.1670 G50 197692.2350 2321384.1130 G51 197742.7250 2321377.6630 TTPLS 197753.7561 2321376.2540 Hl 197996.1660 2324388.0470 H2 197966.9350 2324403.1700 H3 197965.8090 2324364.7410 H4 197941.3140 2324365.3940 H5 197907.9020 2324363.2970 H6 197880.4960 2324366.6160 H7 197850.7390 2324387.1000 HS 197825.9230 2324412,9110 H9 197804.2-050 2324440.9410 H10 197757.3330 2324465,5660 Hil 197736.6600 2324518.5630 WETLAND PLAT RIVER POINT GROUP, LLC P.O. BOX 306 CAROLINA BEACH, NC 28428 L-351� %illllli:"` O"7 - FLAG NORTHING EASTING H12 197753.0840 2324538.8240 H13 197760.1270 2324557.7410 H14 197794.6480 2324550.4870 H15 197842.2490 2324567.7240 H16 197881.2050 232457LISOO H17 197916.7890 2324556.2730 HIS 197933.3812 2324528.8900 H19 197963.4010 2324524.8370 H2O 1979Er9.47201 2324514.6100 H21 197993.6900 2324491.3770 H22 197986.5540 2324444.5670 H23TTH1 197996.7620 2324389.3420 II 197666.6810 2324911.9280 I2 19770L9870 2324917.9880 13 197739.3950 2324905.2910 I4 197717.4970 2324889.1530 IS 197690.8100 2324847.9670 I6 197669.5410 2324830.6640 I7 197645.7350 2324818.9040 I8 19765L7Pin 2324842.6250 I9TTI1 197646.5520 2324914.0000 TTPL9 197389.3' 2325080,8730 Jl 1973720150 2325084.2270 J2 19733-. 60i 2325090.9360 J3 197329.7880 2325058.5740 J4 197340.6990 2325045.9620 JS 197362.7000 2325027.5390 J6 197380.4150 2325034.6170 TTPL10 1 197387.3697 2325037.3960 WITHERS &- RAVENIEL III2 OF 2 l�ataa[lE I PLAlaaaa ISURVKYOla l GRAPIUC SCALE wuxru xaA- vw RIVERSIDE Fv is V I mL�MYM1 FINAL _ DRAWING PRELIMINARY PLAT NOT RELEASED NOT FOR RECORDATION, FOR CONVEYANCES, OR SALES CONSTRNCTION 0 DEVELOPMENT �Lx «w xae,. u.xF xom we _ WIPIS �Gw�if. 1 91RV[iw0. P.C. � xm9 CIQw� Mlt �ml foffofR YC O NORTH CARC4 1NA ENVIRONMENTAL MANAGEMENT COMMISSION Iol Drainage Area Map Legend: D.B. - Decd Book M.B. - Map Book P4-pa9z R/W - Right-of-way - Adjoiner Lot "M wr Q Lot M tabu' - Wetlands Vicinity Sketch Not to Soule es APPROVED NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION GRAPHIC SCALE: 1n=400' 0 400 Project: Owner` Date:03/02/16 Parker & Associates, Inc. Clearly Development, Inc. s"": P' Consulting Engineers — Land Surveyors — Land Planners Field book: WA P.O. Box 978 — 285410978 sit'100 Carolina Plantations Boulevard File Nome: Riverside -Gen dwg SOB New Bridge Street — 28540 Cape Fear Tw ., New Hanover Co., North Carolina Disk Name: Acad #2540 Jacksonville, North Carolina P P Jacksonville, North Carolina Drown: OLD Phone (910) 455-2414 — Fax (910) 455-5441 Job No: 5140409-5781 Firm License Number: F-0108 .. ... ..<.. ,. ..t: 4 _