The URL can be used to link to this page

Home My WebLink About20050963 Ver 1_More Info Received_20050502 LETTER OF TRANSMITTAL DATE: May 2, 2005 PROJECf 1\:0: 04070-0001 I TASK 1\:0: RE: Cannonsgate Subdivision TRANSMIIT AL NO: I PAGE 1 OF 1 TO: NCDENR DWQ - Wetlands/401 Unit A ITENTION: John Dorney WE ARE SENDING: DOriginals D Specifications D Prints D Calculations D Shop Drawings D Samples DOther-_ Quantity Drawing No. Rev. Description Status Groundwater Control Narrative Overall Development Plan C1, C2, CIS, Engineering Drawings C16,CI8 '. Issue Status Code: A. Preliminary E. Construction Remarks Action Status Code: 1. No Exceptions Taken 4. Amend & Resubmit REMARKS: Receipt Acknowledged Date: By: B. Fabrication Only C. For Information D. Bid F. For Review & Comments G. For Approval H. See 2. Make Corrections Noted 5. Rejected - See Remarks 3. Other 200 MacKenan Court, Cary, NC 27511 919/233-8091 Fax 919/233-8031 cc: McKIM & CREED, PA m~ @ @ f~}D~P[fJ~-j [D) , \ -..1 \.!J D 'I . ,h. I- ,< I' V I) 2 ""'i' _ DOS , , ,',li_ '- :.'.'-' ,; ~::it'::':.~'~;-'_i;'L~.J;CH Signed "J!II!DJ@(jf- {'I'J(ssiit 1. Complete Application Item I/(9). Please note that the permit will not be issued until the Nationwide 12 or 404 permits, and corresponding 401 certification is at least submitted to the Wetlands/401 Unitfor approval. Provide written documentationfrom the Wetlands/401 Unit that they have been contacted by the Permittee and are aware of / reviewing the proposed artifidalwetlands discharge system. Please note that the Aquifer Protection Section reserves the right to require any modification to the proposed system based on the recommendations of the Wetlands/401 Unit. The reclaimed water treatment, distribution, and infiltration systems associated with the Cannonsgate at Bogue Sound Development do not impact wetlands directly nor do they infringe on wetland buffers. The proposed groundwater control system (which will be used only during wet weather conditions) has been designed to maintain normal groundwater elevations in the vicinity of the infiltration basins as a means of preventing groundwater mounding under the infiltration basins caused by the application of reclaimed water. The groundwater control network has been specifically designed to avoid both hydrologic and water quality impacts to the adjacent natural wetlands. However, per your request, we have submitted the design drawings and associated technical information to Wetlands/401 Unit in connection with the groundwater control system discharge to the wetland. We are attaching a copy of our submittal (stamped "received" by the Wetlands/401 Unit) for your reference. In addition, we offer the following narrative describing the specific design considerations for protection of water quality and quantity to the natural wetlands. A) Hydroloqic Desiqn Considerations (i) Continuous liquid level monitoring will be maintained at each infiltration basin and reported via radio telemetry to the Reclaimed Water Treatment Facility SCADA system. (ii) Two separate groundwater collection zones have been incorporated into the design to allow the Operators to have the flexibility of separately controlling groundwater elevations. (iii) If liquid levels in the infiltration basins in Zone 1 or Zone 2 fall below a pre-determined "normal" water level, then the Zone 1 and/or Zone 2 groundwater control valves will be automatically closed to prevent further dewatering. The groundwater pumping station will be deactivated if both Zone 1 and Zone 2 liquid levels fall below the established "normal" operating levels. (iv) The groundwater collection system has been located on the upstream side of the infiltration basins in all cases, such that the infiltration basins are between the wetlands and the groundwater collection system in all cases. This will significantly minimize the effect of the local "zone of groundwater depression" on natural wetlands in the area. (v) The infiltration basins will receive reclaimed water year-round; thus, stabilizing water levels in the adjacent natural wetlands during periods of drought. However, during wet weather, the groundwater control system can be activated to maintain normal groundwater elevations, thus preventing unnaturally high liquid levels in the wetlands. B) Water Quality Desiqn Considerations (i) The proposed reclaimed water treatment system incorporates conventional biological treatment and biological nutrient removal with membrane microfiltration via a new US Filter Membrane Bio-Reactor. This technology is "State of the Art" and will produce a reliable, high quality reclaimed water for beneficial reuse or for groundwater infiltration. The design will reliably produce "reclaimed water" quality water. (ii) The treatment system includes a PLC-based SCADA system that will continuously and automatically monitor critical systems operations and alarm when key treatment components fall outside acceptable setpoints. (iii) A continuous, on-line reclaimed water turbidimeter has been incorporated into the design that will continuously monitor the turbidity of the reclaimed water. As long as turbidity is within acceptable range (per reclaimed water requirements), reclaimed water will be discharged to the infiltration basins. However, if turbidity exceeds 10 NTU, the SCADA system will automatically divert flow away from the infiltration basins and into the lined, Reject Basin via a set of motorized control valves. (iv) The groundwater control collection network has been located an average of 75' away from the maximum water surface elevations in the three upper basins and a minimum of 25' from the maximum water surface elevation in the lower basin. The groundwater level control system will discharge to a "created" artificial wetland via an open channel with overflow via a rectangular weir plate to insure equal flow distribution through the created wetland. After flowing through the wetland, the groundwater will overflow the outlet weir to an energy dissipatinglleveling device, The groundwater will then flow overland into the natural wetland. (-' (. ~ J fi(\ < )-(c--('- er72D \-1jYvCV' . _. U vJ\; ((,oW" )J~ .c.;'OcJ if" ~vl5 '"" :/1- [I Pv (VI r . . L 'k~fl- f) '(Jd2rt/uJ)f- c)xJ }c. I (J (J U (). HJ'0,' t~ S'~ tl-/ I ;::) L\J l ~ I t'l / l7 . I . L.J11 h .l\{J~'r~/(rr1 --1100 UiJ,( \.. ~ iI f ) C.,t O>L 'I )-.l:~ \.bf~U)- \ l'vO.k,\A .J</ (- 11 () ,. ); J.. J '" 0JwJ~ rpr]vrl/ lIJ~L,16 ~ LIT ~)jy ~_. \ ~ c/)c, ~ - W (tC1 L,(\'\l'i',) , J i\\ f) t, ~ :- , VJ~ GJl~ \-) {I) . ~MCKIM&CREED TIMOTHY J. BALDWIN, P.E. VICE PRESIDENT 200 MACKENAN COURT TEL 919.233.8091 SUITE 200 FAX 919.233.8031 CARY, NC 27511 CEll 919.215.8801 lbaldwin@mckimcreed.com www.mckimcreed.com b. b. nnn?,t;,t; 7 . ~MCKIM&CREED KEVIN C. EBERLE. P.E. SENIOR PROJECT MANAGER 200 MACKENAN COURT Tel 919.233.8091 SUITE 200 FAX 919.233.8031 CARY, NC 27511 CEll919.810.3318 keberle@mckimcreed.com www.mckimcreed.com AA0002667 -' ....I 0- u) I- U W l- X U ~ en ~ 0 -, u.. 0 I- Z W en z 0 u 0 z <( z 0 Ci.i en ~ 0:: w 0- Z W l- I- ii: :s: 0 w en en w 0:: 0- ~ W X l- e> z Z ~ IXI r 0 ~ 0:: u:: I- ::> I 0 X I- ~ ~ ct 0 0:: X I- ~ <( 0 I- 0 W Z e> Ci.i en <( w IXI 0 I- ~ X I- W ~ 0:: 0 Z ci w ~ 0 en !;( x :s: 0:: w Z z ~ 0:: 0 ~ 0:: 0 u.. r ? U fn 0 ~ ~ ~ 1.0 II-- ~ > U Lri Ln ~ C") c..,:) 00 c:' 1: a> c:;) F===1 C-J ~ ~ .... a> ~ U-l - .( x ~..2 II-- $! Q -.,.. ::::.....1 0 ..'- 0 :'.) Q~ - 1.0 ---, ~ ~ ::c Lri en C") 00 ~ < c..,:) a> 0 ~ a> 0 a= J!! C C") 0 to r-- fn N (.) - Z .L:. =- Cl '0) C as . 0::: = ~ 0 N ~ J!! '5 C/) 0,) ~ 0 . "'0 0 0 3= c: Q) C) 0 ~ 1.0 - - -- --------- _ . _ _ . . _ PROPOSED LOT LINE _ _ _ _ _ _ _ _ _ EXISTING CONTOUR PROPOSED CONTOUR ........... ..:.:.:.:....:.:.:.:.: :':':':':':':':':'::--:':':':':':':':':':': 404 wETLANDS (WITH MARSH) \X\~'\X"" '( Y'\'y ~ ~~, ~~ ~ LIMITS OF CNAA VEGETATION LINE _-- _----- MARSHLlNE NORMAL HIGH WATER (NHW) ~ TREE LINE _ . . _ . . _ 30' CAMA SETBACK NWH Legend E.I.P. EXISTING IRON PIPE E.C.M. EXISTING CONCRETE MONUMENT E.I.R. EXISTING IRON REBAR E.P.K.N. EXISTING P.K. NAIL E.RR.S. EXISTING RAILROAD SPIKE E.A. EXISTING AXLE S.I.P. SET IRON PIPE S.C.M. SET CONCRETE MONUMENT S.P.K.N. SET P.K. NAIL <C. CENTERLINE rf.jW RIGHT OF WAY R RADIUS A ARC M.B.S.L MINIMUM BUILDING SETBACK LINE S.F. SQUARE FEET M.B. MAP BOOK D.B. DEED BOOK A.LC. AREA OF ENVIRONMENTAL CONCERN N.C.G.S. STATION "TANK" N.A.D. 83 COORDINATES N= 357,038.489 FEET E= 2,605,572.538 FEET 'W- ..s' ~ 7 (9. --} .f6>' '6>09' 7rr.. ~ u.s. FOREST SERVICE CROATAN NATIONAL FOREST _----75'AEC PROJECT ENTRANCE NC DOT PERMIT ISSUED. _ 575' ORW PROPOSED RIGHT Of WAY - N.A.D. 83 COORDINATES N= 356,975.874 FEET E= 2,605,732.618 FEET N.C. HWY 24 (1 QQ' R/W N 70'06'14 "E -- . - . -: :- ....:.....~...:.- ~ ;-.- '.~' ~ -:. ~ .~. --.:. ~ -- '..:,....:..;.-.:.~ ..:-:',~,."",:".:.- ~.~.~,~.-..:, :-:-'~'~,~ ~ ~',~'''''':' -'- ~ --'.-,-,~......:-:- ~......:.,~ -- ~- . 73"14'18"E -- -- -- I -- N.C.G.S. STATlON_ "WATER" - N.A.D. 83 COORDINATES N= 355,885.79'1 FEET E= 2,603,013.715 FEET .... ..... . ... ... ... .... ... ... .... ... WEtlAND ... ...... ... ... .... ... ... .... ... .. .. .... ... --- ---- / :~~\\~\'~.~,~'~~::\~'~~::' . . . . . " ,.. . . . . - - . . ,~~~ .p~ ~..1 '}.o. Q ~ ~ \ \ 01 N ..... Boat storage 01 m Waste water facility N/F Viola Licari at al (J) P .I.N. 6305.02-66-5839 ,.. .,..~ ..... m .r:. 01 ~ N a ", -0 c: 0 ::l Z O~'"' en ~-E Q) 5-5 ::l (]) ~ g>o:::~ CO E~ ~ ,-0 \. U (]) ci. Q) a.. :.c ........ <( en CO c: C)~~ (/) <( ..... c:,~~ O'--'CO c: ,-0 c: .~2 CO co:c () ~~ '- Q) 0- o - Q) > Q) o Wastewater Pond I -- -- . 6-- ,.~ -- $" -- . ~k/ -S~ . . FPj ;g ~ ...... ~'l'.~ 77 '~~g ...... , 9,677 $" ,., 'j7 :0 ~ - _'Jff)~ / . 9. 70 9,6~9 . "77 SF . SF" / 9 68 - .,~~ . ~ ~7_ $" -- Wastewater Pond . U c: ~ ..s'e 7(t'!' J". Wastewater Pond ~ ~~~ ~~~..s' l'() '> --.: - 4- 9,000 SF" -- / '"' +-' c: Q) E 0- o - Q) > (]) o ..c. t o Z . <".( . 0::: ?z <( ~ o w CL o U 0:: o o w e> z <( x u ci w u ::> 8 0:: 0- W 0:: w IXI o I- b z w 0:: <( en z :5 0- W (/) W X I- en z :5 0- -~ ~ ~~ ~,/~~~st<~/;~;_7 / .<< ~ " \ 9,7: ....../~~~ .!~:~ /~ "2 37 - -- ", .......,,, ......... .. ~ ) ~ \ ' .. ~ III __ ~ / .23< ~', .Is . ' .<t;l~'?..;.... ... . ~ ~ ~ 1>~ __ ~ 'f!. - / '2.1$f ~ "1.';: ~ I ,,<0'9' .................. ~ ""'31- . 7 -. I . 'S'9~ "..'^'..... ~ ~ S7 . ~ ./ '- , . '. · . . ' . , ' . , 1-0 . .1.1'.\) I ' I' . ... " z <( l- X . SF ~ '.l". . . ' , ~ " '. . i.... ..:sit ~ i < -- R1 50' . . - .. .<a,~ ~ . ~./$" la 46 /-- _ -',..- <2 \~. . ~ "488 7~Re..:'" '., '.'.',' z SF , <s - -, ~ .. ... ..'.<... .. ~ .. .''',t. .. .. .. ... .. : . ~ __ 0,260 $" I " . ..... ':'-:...:. ')'8~")~~1"', " ' " " . " '. . ~ . . " <:'..J, .,' 0 7J 4-4 \ ' .,."..',",..' >' " ,~~', . " , ~ !:: . ..~. 6~-:1.. . : : ..... .. ...: : . . .. .. ..... .. ... .. .. .. . . :.: : . .: : .. ...PHASE l~_..:. .. :.. .. .. .. .. .. .. .. .. ... .. .. .. . .. ...: .. .... .. .... .. .. ..... .. ... .. .. ... .. .. ... .. .. .. .. .. .... .. .. .. .. .. ... .. .. ... .. .. ... .. .. .... .. .... .. .. ..... .. ..... .. ... .. .. ... .. ~ .~ .. .. .. .. ~ ..... ... ...r......:\...:\......:::..\...\............................... :............................... i ---. / -- --- / Waste- water Pond =i "- 70< .11. 747 SF 777 1. 103 74.251 SF 4.766 " $" -- .', '.', ',', '.',_','.,',..,.,,'.-',~ni~6",',., ','.','. ,..'....,",...."',., . - . . - . '.' ...... . '. ". . . - '. . . -' . . . . - . .. . . . . .' . .' . . .. .' . . . . DATE PROJECT: RAM-04145 05.09.05 REVISIONS: COMMENTS 05.26.05 DRAWN BY: KT,SB CHECKED BY: LZ CONTENT: PHASE 2 NORTH ENLARGEMENT PLAN CP-6 Pond ,......,.. -- 65 9,606 SF ~ Co) ~ ~ .s u o IF) o ..... .... 4) ..... 51 .... '" o ~ ~ 7<4- 10,476 SF " 7<5 71.418 $" -- - -- 730 q'J2 SF " 7 '26 4.~ $" 7<9 77,6J9 1 '<8 \ SF 4.~ , $" ./ 61 . 12,7J9 SF" / 1J 60 ,Oo~ SF 0'1 IF) t- o c,.; IF) o o (".l -- \0 (".l -- IF) on .g "',' '",.'.,.,..".."'.,'""'...,.,..,'..,,.,,.'.,",...""""'-"'~'.'~", .... ...Wli:n-ANtr ... .... ... ... .... ... ... ... ... ... ...... ... ... .... ... ... .... ... ... .. ... ... ... ... ... ...... ... ... .... ... ... ... ... ... ... ... ... ... ... ... ... ... ..... <':S ~ Co) ~ o fJ ~ .g ..-- ~ ~ .... o -e <':S :I: I IF) ~ ..... ~ o ~ o ~ fJ ~ ~ ...................... ...... ... .... .............. ............ ................: .........p.'..'..H".'..' "A' ". "'S" "E"""', ".,""..................... .............. .......... .... .................................. .............. .................. .............. ..... . .... .... .. . ......... .... .... ... .. ... .. . . .. ....................... ......... .... .... ........... ... 300' ~ 200' t 100' ~ 100' 50' 0 r-\..r\.i SCALE: 1" = 100' 1 M Q Po. &1 $' u o or. o ..... d> d .~ rI) (\) o ~ ~ ..... ..... r- o 0\ or. o o N -- 1.0 N -- or. bil ~ ..... <<:I ~ Q I s::l ~ Q -bo t (Xl ... o ~ :I: . or. ~ ..... ~ ~ , ';::! ~ ~ ~1 At ~At ::> --- ....- ~ 20' UTILITY - "- EASEMENT , I' ..... -" -- PAVEMENT DESIGN 24" CURB 2" 1-2 AND GUTTERl 6" ABC 1~ FT 1/4" PER FT 1~ FT I I L-t:: {-- " WATER (5.0') ~ " " o 3.0' 5.0' I'stDEWAlK 4.0' 10.0' o SEWER 10.0' 20.0' ROADWAY (F -F) I <t PAVEMENT DESIGN 2" 1-2 6" ABC 24- CURB [AND GUTTER 1/~l- FT ----.J ~ L - 24" CURB AND GUTTER:;;:} 1/4" PER FT y.~~/4" PER,.FT 1/4" PER FT , (---:-~ --J {-- I- 'I _____ L-..t:: 1/~FT 1 3.5' 3.5' 10.0' 10.0' 4.0' 5.0' I ::iIUI:. wAll( WlDlH VARES SEE PLAN 20.0' RCMDWAY (F F) I cr. VARIABlE WlDlH PRlVAlE RIGHT Of WAY. SEE PLANS NOTES: 1. WATER AND SEWER MAINS MUST HAVE A MINIMUM Of 36" OF CXWER. 2. ALL cA lV, TELEPHONE. ETC. WIll. BE INSTAlLED WllHlN THE 2rt U1IJTY EASEMENT. VARIABLE WIDTH PRIVATE R/W,20' F-F STREET SECTION SCALE: NTS PAVEMENT DESIGN 2" 1-2 6" ABC 1~FT ~\~....- < ~1J,(. ~At >- 1/{.-PER FT C -- --- ....- . J --- 16' AlLEY (E -E) I 20' PRIVATE RIGHT OF WAY I <t 20' PRIVATE R/W, 16' E-E ALLEY SECTION SCALE: NTS 9 3.0' 8 < 20' ~TlLlTY -.. EASEMENT 7 --- --- , ..... - PAVEMENT DESIGN 2" 1-2 6" ABC ~1 "At > 1/4" PER FT {-- " 5.0' " o WATER 8.0' SHOULDER 1/4" PER FT l-- 1/4" PER FT ~ 1/4" PER FT ---} ~\~....- < '_J c: ~ " --- --- --- o SEWER ~ ....- ~ 8.0' SHOULDER 20' UTILITY ~ EASEMENT 20' ROADWAY (E -E) I 40' PRIVATE RIGHT OF WAY I <t 20' UTILITY ~ EASEMENT ~ ~ NOTES: 1. WATER AND SEWER MAINS MUST HAVE A MINIMUM OF 36- Of COVER. 2. ALL CATV, TELEPHONE. ETC. WILL BE INSTAlLED WITHIN THE 20' UTILITY EASEMENT. 40' PRIVATE R/W, 20' E-E STREET SECTION SCALE: NTS PAVEMENT DESIGN 2" 1-2 6" ABC ....- ----t1 ~ ::> 24- CURB AND GUTTERl 1~ FT 1/4" PER FT I I ~ {-- " WATER (5.0') ~ " " o 3.0' vt#~""""- ~\~ .J< 1/4" PER FT (-- L 1~FT ~ -- --- --- --- ....- o SEWER 5' SIDEWALK - ... , I' ....- 5' IsIDEWAlK 3.0' 20' UTILITY - ....- EASEMENT 24' ROADWAY (F-F) I 40' PRIVATE RIGHT OF WAY I <t 20' UllL1TY - "- EASEMENT - ..... - '"~ I' NOTES: 1. WATER AND SEWER MAINS MUST HAVE A MINIMUM OF 36- Of COVER. 2. ALL CATV, TELEPHONE, ETC. WILL BE INSTALlED WITHIN THE 20' UTILITY EASEMENT. 40' PRIVATE R/W, 24' F-F STREET SECTION SCALE: NTS 24" CURB AND GUTTER~ ~1 ~.u........ ~... 1/4" P, FT ::>. ___ I ('~ ....- 0'----:1 " WATER (5.0') ~ 1. I-J, 6 " PAVEMENT DESIGN 2" 1-2 6" ABC ~ 1~FT 1~ FT ~.\~""- '-':::J < -- --- o SEWER 5.0' 'sHOULDER , "- I" 5' 4.0' :'SIDEWALK 5' SIDEWALK EASEMENi 20' UTILITY 5' 30' ROADWAY (F-E) I 40' PRIVATE RIGHT OF WAY I <t 20' UTILITY - - EASEMENT - ..... .. "- EASEMENT NOTES: 1. WATER AND SEWER MAINS MUST HAVE A MINIMUM OF 36- OF COVER, 2. ALL CATV, TELEPHONE, ETC. WILL BE INSTALlED WITHIN lHE 20' UTILITY EASEMENT. 40' PRIVATE R/W, 30' F-E STREET SECTION SCALE: NTS 6 5 ~1J,(. ~At > --- ....- - 20' UTILITY ~ EASEMENT - 4 24- CURB AND GUTTERl ~1At ~At::> I 1~ FT ___ I ~ ....- 1.0'11 (jATER (5.0') ~.... - 5' 4.0' IsIDEWALK 5' 5' SIDEWAL~ I' EASEMENI 20' UTILITY - "- EASEMENT NOTES: PAVEMENT DESIGN 2" 1-2 6" ABC 24" CURB I AND GUTTER 1 _ 1/( PER FT ~ l .-l --- ~1.0' , ...\l~""""- ~:' P' < 1/4" PER FT 1/4" PER FT l-- ~ -- o SEWER 4.0' 5' !'SIDEWALK 30' ROADWAY (F -F) \, 40 PRIVATE RIGHT OF WAY I <t 5' 5' I'SIDEWALK EASEMENT 20' UTILITY - ""- EASEMENT 1. WATER AND SEWER MAINS MUST HAVE A MINIMUM OF 36- OF COVER. 2. ALL CATV, TELEPHONE, ETC. WILL BE INSTAlLED WITHIN THE 20' UTILITY EASEMENT, 24" CURB AND GUTTERl ~1 ~> 1~FT --- · .' L;...--c- ---- 1.0'11 C;AJfJl (5.10 'I. ~ 5' 4.0' l__nALK 20' UTILITY - .. EASEMENT .. , ..... 40' PRIVATE R/W, 30' F-F STREET SECTION SCALE: NTS PAVEMENT DESI~ 2" 1-2 6" ABC [24- CURB AND GUTTER 1ft PER FT ~ I .J -- ~:' ~....- < _~ t~FT --- ~1.0' o SEWER 4.0' 5' I ::iIUtwAll( , ..... .",. 30' ROADWAY (F F) I 50' , PRIVATE RIGHT OF WAY I <t 20' UllL1TY -- EASEMENT - NOTES: 1. WATER AND SEWER MAINS MUST HAVE A .-!MUM Of 36- Of COVER. 2. ALL CATV, TElEPHONE. ETC. WILL BE INISTAUm WllHlN THE 20' UTILITY EASEMENT. PAVEMENT DESIGN 24" CURBl 2" 1-2 AND GUTTER 6" ABC 1/4" PER ~ FT 1/4" PER FT 1/4" PER FT L I {-----} L.:..-t ... WATER (5.0') ~ " " o 3.ft 5.0' 'SiDEWALK 4.0' 8.0' o SEWER 8.rt 16' ROADWAY (F F) I cr. NOTES: 50' PRIVATE R/W, 30' F-F STREET SECTION SCALE: NTS PAVEMENT DESIGN 2" 1-2 24- CURB 6" ABC [AND GUTTER 1/~ PER FT 1/-r PER FT {-- ~~ L ..J r---"::''' G~T~R~ l'~~At~~f 11/4"~ I . '1 _____ L--t 3.5' 3.5' 8.0' 8.0' 4.0' 5.0' ['SIDEWALK vtOlH VARIES SEE PLAN 16' ROADWAY (F -F) I <t VARIABlE WIDTH PRlVAlE RIGHT Of WAY. SEE PLANS 1. WATER AND SEWER MAINS MUST HAVE A ...\MUM OF 36- OF COVER. 2. ALL CATV, 1B.EPHONE, ETC. WILL BE INSTAUED WITHIN THE 20' UTILITY EASEMENT, 3.0' U ....I ....I 0- u) I- U W l- X U ~ en ~ o -, u.. o I- Z w en z o u o z <( z o Ci.i en ~ 0:: w 0- Z w 1= ii: :s: o w en en w 0:: 0- X W W X l- e> z Z ~ IXI o I- en 0:: u:: I- ::> o x I- ~ ~ Cf. o 0:: X I- >- Z <( o I- o w a Ci.i en <( w IXI o I- ~ X I- W ~ 0:: o Z ci w ~ o en ~ :s: 0:: w Z z <( ~ 0:: o :2: 0:: o u.. >- ~ ~ o w a: o u a:: o o w e> z <( x u ci w u ::> o o 0:: 0- W 0:: w IXI ~ 5 z w 0:: <( en z :5 0- W en w x I- en z :5 0- W en w x I- ~ en l- x e> ii: ~ w --- ......... ~ 0- 0:: ----~ I- o o z <( l- X e> ii: it o 20' UTILITY U ~ ~ ~ EASEMENT z o :2: ~ ....~ ~ 8 en ~ en w ~ w en w 0:: >- ....I en en w 0:: 0- ~ C ~ U W l- X U ~ en ~ o -, 3 2 -< - -.. VARIABLE WIDTH PRIVATE R/W, 16' F-F STREET SECTION SCALE: NTS 1 ((~: ?""'q ~-~ > t==::-=J l l ?"~j L I F="'-=--. ~ :~ ~ ~ ~ . Z iJJ :E .J...LU O(!) ,~ Zz 0.-;( ~::z >-1 o~ en < o u o ~ 1.0 ~ Lri C") 00 a> ~ a> x $! fn l- e,.:) ..... I- o o 1.0 ~ Lri C") 00 a> ~ a> J!! - :z:: c..,:) a=: c fn C") o to l"- N (.) Z - =- c c. ~ .L:. Cl "0) ~ ~ o N J!! "5 C/) cD ~ "'0 o o 3= c: Q) (.!) o ~ 1.0 00 s...- a> c.. o - a> > a> o . . u c: - .+oJ c: a> E c.. o - Q) > a> o ..c t o Z . <( . 0::: -c c 0 :::J Z ~ ~-E Q) ::J g :::J C- 0 ,.-n Q) .+oJ ,5" 0:: ~ CO ~t .II-' E,~ ft"lC L- '-' "U Q) ci. Q) a... :.E .II-' <( en CO c: C>~~ en <( I- c::,,,~ O\",.JCO C L-O C .2.-2 CO CO:.E U~~ DATE PROJECT: RAM-04145 05.09.05 REVISIONS: DRAWN BY: Kl,SB HECKED BY: LZ CONTENT: ROAD SECTION DETAILS CP-7 10 o o N @ (") <) 0.- ~ ;>., ,.Q u o or} o ...... -0 d b/) ..... ~ <l) Q ~ ~ ~ -~ t- ~ \0 ~ 0"1 or} o o ~ N ...... --- or} 00 ~ Q) .... ';51 N o ~ - ;:l ~ s::l o y ~ t:Q .... o of <1:1 ~ . or} -.::t ...... -.::t , ~ li,; ~ CP-8 NO. DESCRIPTION BY DATE I_mIlD ...... EXISTING WATER VALVE ~,;~~~ P:" .~ F~l.-~.~ t>--"'>, ~:~.-" C==~ ~~ Q 5 ~ '-l ~ U") C':I C:! C"... l.n ? EXISTING FIRE HYDRANT (j) EXISTING SEWER MANHOLE . EOL BLOWOFF t- Z LU ~ lL.UJ OC) z< OZ -< en;:E >...J O~ en < o o SETBACKS I / , 08, UNLE55 OTHERVVI5E NOTED 5' SIDEWALK ~ CATCH BASIN c::t4 OUTLET PROTECTION U.5,!tR!1Y CORP5 OF ENGINEER5, DRAINAGE CULVERT .. DRAINAGE FLOW PROPOSED 8" SEWER LINE PROPOSED 6" WATER LINE PROPOSED 2" WATER LINE PRBLDIINARY PLAT for Recordation, Conveyances or Sales PRELIMINARY PLAN 51TE IHPROVEHENT5 FOR' C/tNNON5G/tTE WATEK AND 5EWEK PL-/tN CN<<EfIT WJNTY Thomas Engineering, P .A. 403-C Airport Road PO Box 1309 New Bern, North Carolina 28563 Tel. 252.637.2727 Fax. 252.636.2448 NOUN CN?OUM1 PLOT FACTOR: 1: 1 (E) PLOT NAME: 02_SITE SHEET: DATE: 01/03/05 01 OF 04 SCALE : 1 : 60 PROJECT f1: 2005007 M o p... ~ :>.. .t:l U o I/') o ....... +-> 11) d .;:!) <f.) 11) o ~ ::c: ~ M o .c M 0\ I/') o o ~ N ....... --- I/') W -0 .~ <f.) I N o ~ ;:$ <f.) ~ o y ~ lXl l-< o of c<S ::c: . I/') '<:t ....... '<:t o ;Of o -0 ,~ ~ ~ , ~ 13c.....'a-\ 133 \\ ~ ~ '~ ~ ~"I t-- ~~ ~- 2~~.~~ )*~. ~Q:j~~ ~~ ~~" ",-20 '11/~, '\ ~ / -'-"'./'" \" ~ - ./ -- r, , ". ........... "'- - 1\ I~~ ~ ~ ;;j ~~~ ( d~~l\ \\ \ \ 131 aow .,.. ~ I 2 -z, ~ ~. . oS ~ - ~lY.) -;/" ~ ~ 201 2 f\ <& IS' .~. II< ,I=< .1C:: -'-oJ 1\ ) ( ~ C 1:" ~~~ l'';t. ~7.t'. ~~~ Q ~ ~ ~ - 9: ... ~ I /J ~~ ~ --J:3....-.. ~ o "CV ~/~f~'~5~ ~l~ \ J~ 146 "" ~~ -~ ~~ ~ 7iJ ~ "#.'~;:;\ l~ ~/ /H/~ ~.\ ~ ~"6 ~ ~ '^~ ..- ~ ~ r \s~ ~ _ ~V ~ ."\ ~ V' ~\ ~ \ ...A-~ ~:::::---..,v \ ~ ~ 1 c:::::::::; lIil\. /~ 149 ~/7 '^ ~~ '\ ~ ""U - .......~ ----\ , / " ~ ;;k- '\ i~ -.., ,~..........J --- / /: 1'1-" GAlE VALlIE II_ IIIP: ~ 1'50 , ~ ..~ II............... ffi: '/; 221 \ --"/~ 212 213 I!J '----J 151 f/ 'If 220 222 I -m-- ~ 152 ~ !Q:'~ 210 C~~III ~~ 209 J 153 jl,i r 00 ./ ~ ~ ~ ' _~rl/! \ 250 ,I I 155 1/ ~ fl , Q ! r n - GA...--;;;;-- I J r;r ~ - · ......... . 1- ~~- ~ ~ \~ --.. ~.. '7 ......".-~ ~ ~~ ~ ___ /~ ~ ~~ ~t"i7 ~ I--~ ./:.....~ ~\( ~~ I}:::::I-- ",-, ~ -1.__ '\ I, t", ....., \ ., "\ " , , " , \ , .~, -__--J \ \ ~. , "-_.// , \ \ , 8 ~ \ \ ~~ -~- :..---::~ ~.;.:;:--~~ \ / "356"" 357 358 359 ~ '~-~ ~Jij.J~~~ ", ~~ '-~~ " ~ ~ / /-----.. ", / , 1 '../ /--.. \ I ( "\ \ / I \ \ / I \ -..... I \. /", \ -, I' , , '- ,-_I . .._ 'I .,_.__.~_._' ( ( '.,'1 ~, ~~ ~-~:::/ I':-:--~ ~ N ~~-\' ~~ .~.. ~ 3 \~ / ~~,-~39j i'\ ~ 3 -// ~~ 393 "'" W ~~ ~ ' D.--/ ~ ~ "-.... '- " ~'\. ~ ~ A-------~ - ~- ~ ~ I. .:s<;~ ~'" -~~c:::= ~ ~~~ ~ ~ ~ (/r 352N "''''-'- ~ :::::-- ~ ~tf'l""~----""""~..~ ~~l~~ '/; ~~ I ~ ~ -6~~f ~""i85 \~~~/ "",~:;f 351 J~~ ~ '-":~~~'~ "..--:%~ "".2 'iOOO-,"^ 1IJ 'fJ./// ~ ~ ~ -:;...- ~ ,.... '\ 'f'l '\ .1-' ~.," 350 1. j I///Ij/; ,-JIll I t~11 ,.,/- 1)- \ I 1/ 1/// I l' y~, "'" FH , \ J "" .-' I _ .. GAlE VAL! IllilC '/ I. '// ~-~ I ~J II 1111l '" '-.J. .~~-\ - WI W · .~IT ::~~.- 1//l/fI!!! --:--~ ~~ . lSI11illlllll f_ \J -:: ----~\--~~--~ '/J 348 '(if ~f ,,"" ~ ~:~:W..rrlllll:IL~- ~N 291 i\293 ~ q ~ II ~v- ~ 290 I L I, - ~ - I '::::0 ..fh..<::::Jp ~ - / 1\ 292 I i A~ ~i ~\ '" - / ~ I~ ~ ~ ,-~~). ~ ~ 10 ,,~~ 228 ~ ~ ,.:.......~~.( ~ 1 ~:::--C: r ~ " -::: ~ ~._ T.// 'llI"~~ ~ II ~~ \~ ~~~w' _~~\ -, ~':- ,~ , NlI I v,\ \ :=:-----' \ (' 'Q~ '1/ ~~~>J) ~ 23; ~ ~ ,1:7 /) \'-/ ~ I ,~ \~~~ ~ ~' ~~ \ I \ rd~ ~I 'Q~ ..#,. ~ ~'~, A~ /"?i" _\~/~. r-' J\ :%'~~ ~~ 234 =-: ~ .,~ .. ~'~~ :-.: ~~ 'J' ~ 'IX 6 ~ ~r~-)\-"";;;: \ ~ ,/,'\...~ \ " -.Jto"- ~ ~ 235 ~U 261 236 L Ii ~ 2 / ~,~~ 262,~, r LfiR I~ 238 L 240 41 ~ ~ \ 29 280 0.- II -.,I..,..J .~/263 ~~rh V I / . _ ~-:--------Y _ ) ~ ~ ~ i1- Z -:_~ 264 ~1kJ ~7 T~ I -,iT I1-J~" ~ 276 7 ~~ ?8 ~ 'L · ,"- J ~ ~ '11/12 c" 'i!72 274 I \, ,.\ ;;- ~~1'l ;~ ~- I~' / ' ."0. .''\ __ ~- ~~ ~~. 4 474 'L~ J68 - 294 ~ ......_\~I-~ ~ ~, ~J ~ ~ ~ N ( J J- - \ \ ~.1..'-...:::: // ~ '1" \ _ ,..,y:: ,~~ 338 -wL j" -h - ~ ::::--......... "'~' IJ ~ ~ 337 ~A'X ---- ~'- . ~ f?: ~~ 476 -" ~ - \ {l 'j 2 '" 0.-- ~ '~ ~~ 1 I - I'" ~ ~ 335 / 11'\ " '-- 71 ~: ,~t- -!:r, ?. _ ~ l ~ 2_U~~~ · '" / _~,46 \, ,t~ '-/ ~ \ \-", ,1\,- </ j~1 U~ ~~~t:::-~:::! ~a7 :.t~ / 3441\ ~ I Ii, '-~I~:-.-~ ) ( ("I ~ h'299 \ ~I~ 'I t:\ ~ --' ~ . 343, , )' ..... ~ ~ 479 ': 173 .....c:: ~:; ~ f; ~ c::'- ,,-, c >--+ ~\ I<)~: - I: I 341 342 'i:::l~~'/ _~ r:------i : / / \' .~,,,,, ~ t::: ' \ (174 ~ "~I 301 ,,,._ Ire- ~ :il ,:1. ,! ,---..... "x., - - .1, ~ -r_ ... I 1, 318 c~ ~ 319 ~~ ~// rJ' - GAlE Vi II" ~\ ~ ~ 320 V , t - ... .. ~'---1n\ ~ -~_aoon... 4911 4 l;/ ~ 32 ~ II 491 J ~I i I . \ \ , , ) / . / ' / l / ......,_..../ / /" -~ 397 ( \~ . ~ .. ..~ ~ 224 ~ ~ 23 ./ 378 A ~ ./ 219 379 226 380 21 {.at ' ~ 38~V w7 ~f/X ~ ~ 383 ~Vh .' ~~' /~~:~ - .J 'I;;; - J~' /1" It\ \ . . $ ~ \\ I JI! " 217 215 \ 227 """ 214 156 253 I I .. - IOlIIllI \ ~ ~t~ f /\~V* ~~.\ 385 384 .. t_ ~, 248 :>: 461~ 386 247 .~'4 J~ ( 6 ~ - ~ ~:r II~ I"N :; ~ (f' J/ 3fJ7 246 388 162 245 389 ~I ,," / ~/ 163 , \ \ '\ ..~\ 1~ ~ \~ ~ ~~ ~~ .\\\~ ~i\ ZJ fr~ '\~ ~ f...~~- A -~ ' ... ~ ( ~\ \~ r ~~r ,: XI , , -z. ~~ ~~ 183 ~ . ) --- ~ : ~-------- \ / ?; .--f-:- ~ (~I ~I\_~~ ~\~ \~'~ I ~3 ~~ \ "<< ~- /~~-~ -- 195 Clb 391 ~ lO't, -;(. ~:,~ ~ 2 391 3ge -.. '""" ~\~ S, I, , \... 166 4 -'l ... ~ I, ~ .7 --- ,~ ~ - a_. 1-1". r_ t -r .. 191 473 472 471 ( \ 172 185 184 ....... \ \ ,\ I /. , -- -- -- --. ~. . // -, ./ // ..........--....:~ "" / ././ / / / / / / / / / / ...../ I _..... I .........."'" I ~/.......... , -~. "'" \... ./ j -'" ./"","'" -......./ ~~ / , // :j) ~~' // '--- ~ ~. ~ "",,,,,," .., , "". ~ , ~~ . /" ~Ii "" / \. .--' ~ "" /// :)."""" /"/ j "// r\~~ "./.// ~iV:<- ",," \ ,.- ~9~ ,," ,'-' ;C,.\;' .... "'" .-' ~V __ ",. .fIIII' J;--.....--- .....- .... ~ 175 484 \1 ,}\~ '\ ~\ ll' 303 ;:;",. .....-- - , / , ( -..... \. ./ ,-_./ 177 -~ :-; 17(, .......-1 'I ;'~ 3 - ~ '/ t-- ~ ~: ~ ., 329 ~ Ij ~ ., ~ . ~ o o 01. 4 /' ) .. 330 - - 496 49 498 ____2:X -- - [.,.. it ~r; r/~/ II '/ .- ~ /}fi >>1 5U ~O ~ Cp-g . 313 ( J r-. BY DESCRIPTION NO. DATE C 36 ~-;--= -,~'~~ ~ ~~C~ .:E ~-- u.. w ~?> ~ O~ t==c'"C:=1 RJ 2: ~ r:.--~ L(") 0 c:{ r=!C;=! -- Cf) ~ C::) 5 >...J ~ ., og ~8 '--'In ~ EXISTING WATER VALVE ? EXISTING FIRE HYDRANT (j) EXISTING SEWER MANHOLE . EOL BLOWOFF SETBACKS I / , I 08, UNLESS OTt1ERWISE NOTED 5' SIDEWALK ~ CATCH BASIN ~ OUTLET PROTECTION U.S, ARm CORPS OF ENGINEERS, DRAINAGE CULVERT ... DRAINAGE FLOW PROPOSED 8" SEWER LINE PROPOSED 6" WATER LINE _.._._,-,-,- PROPOSED 2" WATER LINE I ! GRAPHIC SCALE ~ I 100 75 50 25 0 100 r '"" PRILIIONARY PlAT Not for Recordation, Conveyances \... or Sales ~ PPELIHINAPY PLAN 5/1E IHPKOVEHENT5 FOR' CANNON5GATE WATER AND 5EWER Pi-AN CIKrEKET COJNTY NOKT710,KOLlNIt Thomas Engineering, P.A. 403-C Airport Road PO Box 1309 New Bern, North Carolina 28563 Tel. 252.637.2727 Fax. 252.636.2448 SCALE : 1 : 60 PRO.ECT f: 2005007 PlOT FACTOR: 1: 1 (E) PLOT NAME: 02 SITE DATE: 01/03/05 SHEET: 02 OF 04 M () Q.. g3 >-. .0 U o l/) o ...... ..... <l) ...., $::I tlll .... '" <l) o ~ :I: ~ J_I 'oJ -/ -'f, 0' ~~ o (\) 'f, (5)- O~ ~ \ ~ (5'0-- \ tr P: \ \ \ \ , , , ...... , \ ) / ./ / '--~ - - - --- - \ \ \ \ , I I , , '- 17 r-------- 18 ------- j T ,~ / f. (0 I--""LU '"-' / / ...."f!b~ / ;? . -; /7:!- 77 19 let:> ...,..... ('- --- ",I' , I ) ./ ..... ~ ~ ~ ------- ....... ./ :",./ [,/ / - --- ~ co \ r ) \ I , 1 / ..I ..... -- .~ "I . - ~ . ~ .L.L I I \ } I .L~ 23~ ~ .,"1 I"~ ~ ~ ~ 78~hS' V ,,~~~.~ j fh.... ~" \Fe: 40 ~ ~ ~ ~<6' ~ ~rr' .<< \. )'. j -\Y~ . (---.jW~~~1' ~./ ~ 7.,~ t ,\ \~\ < -r - - T ~/ ( r-- ..s' ~~~~~. -~D ~ 1\ /(; ~ ;l~ ~ ~I/ ~ ~ ~ ~ / , ~ \ ~) ( ~<') ~ ~ ( Il 1\ / I I , , , , '-- - (- 39 A .., 36 3/~ 41 J/ ------ ---\Jl'- ,,~~\ '""9 '\J\~ ~ \ ~~ I I 1 1 ,..~ / / j / . ( ~ / ./ L - - I I .,,-..... ,,-...... - - _- "f I I ~\ ~ _.,,-" I .............. I -- < .....--_ I / \..... I \', I .x.. CJ ' (/--->'\ "---'1 f) j \ ~ ~ / _ _ ! ~r '\ \,~~' _-----/..J / / ) ~_~ 47. ' I.Oj \ / J"- \... . 0"1:~ - / v. , S 8. , .; / ~ -. _ N g - ./ - '..s'''il 7> I ' 00<,$. f I ./"~ .................. ( '\ ~..1';'.'''''''''' I I '....... o".~. \ r'-' I ~_ '/ .,,-" ---' ,"V I I .......-_ \ / '/ / \ ~~ / / -------...... ~', " + ~/ (\. ',....... \ ", .~. :\ .J ~c;,t1 ~ ...... -....... ,\ \ ,~<O / ~" V / ..... '" -...... , "---_/ \ I ,,0"1' / 'Y 0' / ,..,..~, ! ....." " ~ { ',I ~. ~:,.~ '.,~....._ 219.10' -1:\ ~." ", ", \~ '......._ ." --"C' -1.....~.:-=-,,_ ---" "I /X:/:-~ I ,~, G- II 83"25'9 E fl /-_---_, " \ ". _._ ., '_.~ \ -........ _...... -:::~/,~I-/ I '- _ '"'~_ 'II ~ ~,' ,,___ '................... "1 \, ,. '~ " -....., , , .........,.......:...,-_ . - /: ~.,4 ;jr/jr1 ~ ......~--- /~ ..... ~ ,..-a-- // / .......... ......) I ~ ......... ~~ / / -- -- - \ ,. ~- ............. , ./ 1 ..... ~ - .. ". " \) ....... '"\ ,~. ...." ./ " -- .,,- ......, , _." \. ......... ".""..... \ f- , I ~- ~ , -- ." / / \ \ I _..a. '...... f '.. -z:: ." \ ........... _.-- / I ~. I ..... "\ \ I I " \..... I ~ r 424 / ".,-- 1\ C....1..." ---.- _~.-:.""~ I) II {, '\ \ i' 406 I --- / ~ ~ -51. '-;i c- V-- (j 42 \( ~," ,,431 I~ ~ .. ~ '.. ----\ ( >, ( \ ~ ~ )) I <83 04 407..,'U < ~ '\ \ \\~D~rJr; 7 /ut \ ~ J '" \ \ ,--,,-- \ I '\ / I . 405 \ FH /l '" .. ~ J I ~ ~.~..... _'J " 'I) I I I \ ././ 1 ~, 402 A \ ~..~.~~".:: ~~ ~~~ _ ", 7 i'.~ 433) ? J,\ ':J.o::n.'~~:-~~~~::=:~_\ t ,)...._--__, \<\ / .~;::::;/.-.. n '\ 4G8 ~/~, - I--~~~~ ~ ~~'~\c\ \"~ I ~_lli \ .:\~\: '\, \ I / I I \ I ~ .'\ /I\~~ ~ --L::-::;:: '~ 367 ~~ ~ 'U~~~'''' _ ~_ "1 435 n.J .k' / ....... ,_ , , \~" r-- \ I I -', ~ ~ ~ ~ ~"ii I 366 "', t -. \ ~ / '~~.;,,~--j ",__/} ! '\, \_j~// i 8 -S _'\. ~~.--r " 361 362 363 \ 6 ~, I 368 0. - - .- .... I--... ~ ~ 'f ~ / \ , ....... ,. ....~' I" -...:f.... Xl\ ~ -- '" ~ UiAV ~ ---=0 -- ~" D iT ,- \ 36' _ ~'""'- ~t'-. ~ ' / > -<'l ~~ I~ ~- ~ .... /h '/~~ ~ J ~ ~ ........- - -.. 440 - - / / _/ ~""',,- 393 39' ~ ~ \ 370 ~ ~ ~ ___~ =--1---- (;rr- ~ 372'" 444 ". \ ,/~' ~ -,---- ---- ~ S::::l~'"'6 ~ >> - IL 352 " ~ ~ V; " ~ ' \.....~ ~7~ ~ /~ - ___ fJ,f'/;:;) ~ ~ ~ ~ ~ ~J ,/////,0 ~ / ~ I / ~~\I~ \Pf111lt1,lUI"~"'" arc, ,\.." J'I/ /" 350 j Yi ~ 376 3/,\ ....~ "'- ~, ^ ~i._"'/ \, 'j .0"7"" \ I v~ "'-' PH ~ 7fJ.., fJ "_ '/!J 'II LI-... --- _ ---~ ~ 'P~~ _'_ x' .., -, '-,-~/)y Hd ~ ~ / r:;,; -,.". .8 I~ i~~ kJ ~/77.l\': ~ . ~r~j,~ r .~I~ ~~\~ ~ ;;" ~ -&- . ~ '\, , , ...... "-----........ eN \ l Q. ----v ,,-, \ 1 \ J / \ / I \ / / \ ...../ / \ ..... / ./ -" , --- \ \ } ./ ./ , ,~ --0 .-H - (/I -- .~ . I" r I \ \ / ,CJ /~~\ I..... ,,__~ '-" ........... , "....... ~ , , ...... ~ ...."" '\' '\ , , ....... " , , ..... ./ ...... .,,- -..... / / / / I 1 " ./ ./ ~ (0 "0' ~ .~ ~ . a t" O\~ 0' ~ .0" --c'\ ~ 7D '() 44 - d' ~O> '.Q D. ~~10 ~ ~ ~ T - \ ~ ( ) " l $ st.~ ~ ( ~~ I \ 1 ,... ( ) ~ ~ v ~.......oo;;;;:~..... ~'--~""" , ...... .,~ --- - ~ \. . ~ " ~ ~~S f?,'2V , \~~ ~ ~ ~r \~ ~ ~ S\ 397 '. ~ ' ~..~ ~ rx ~x ~ lEE \ \ 1 " v 222 I \ ~ ~ ...... 9- ?:- M 0\ l/) o o N --- N ...... -- l/) bO .g ~ ..... '<ill N o ~ ...... ;:s '" $::I o y ~ ~ ;.., o ~ :I: I l/) ~ ...... ~ o , ~ ~ 23 224 ~ """"-- ~~ GRAPHIC SCM.E ~ 100 75 50 25 0 I 100 I JIlfmIID 5' SIDEW AU{ ~ CATCHBASM ~ OI.lTLET PIlO'IllCTION U.5./tRt1f COf?P~ OF ENGINEER? ~ EXISTING WATER VALVE ~ EXISTING FIRE HYDRANT (j) EXISTING SEWER MANHOLE DRAINAGE CULVBRT /' '"" . ..- DRAINAGE FJ.DW PRlLDllNARY PLl! Not for Recordation. Conveyances \.. or Sales ~ CP-10 . EOL BLOWOFF PROPOSED 8" SEWER UNE 08, UNl-E?5 OTttERVv'15E NorED PROPOSED 6" WATIm UNE SETBACKS I / \ I -.-.-.-.-.- DESCRIPTION BY PROPOSED 2" WATImUNE NO. DATE C "-~'l Z &==.,--'. w P" "<?' ~ 2 ~'-w > ~ ,)<!J t==J ~ 2~ ~ ~ ~~ Q ; >;i, ---, o~ ~ en < ~~8 PREL/H/NARY PLAN 5/TE IHPKOVEHENT5 FOR' GANNON~6ArE WArEK AND ~EWEK Pi-AN C/'K(tRIT WUNrY NOKrI1CAKOUNA Thomas Engineering, P.A. 403-C Airport Road PO Box 1309 New Bern, North Carolina 28563 Tel. 252.637.2727 Fax. 252.636.2448 SCALE : 1 : 60 PROJECT fI: 2005007 PLOT FACTOR: 1: 1 (E) PLOT NAME: 02_S1TE DATE: 01/03/05 SHEET: 03 OF 04 C? ~ o,~ \I ". ~ M o p. ~ >> ~ U o II) o ..... ..... lI) ~ rJ:l lI) Cl ~ ~ \ \ \ \ \ \ \ \ \ \ I I I I .....-....... J -"", ,-- , J ," / / ( ",--,_/ ... --- - , / , ( -- ~ / '-_/ t- ~ II) M 0.; II) o o C::! N ..... -- II) bO ~ <l:i ..... -rill N o -.:; - = rJ:l d o ~ eel ... o of tQ ::r:: I II) ~ ..... ~ ~ o "0 a ~ p., ~ ~ EXISTING WA'rnR VALVE 5' SIDEWALK ~ CATCH BASIN ~ OUTLET PROTEC11ON U:5.NNY C()KP~ OF EN6INEER5. ? EXISTING FIRE HYDRANT . EXISTING SEWER MANHOLE DRAINAGE CULVERT .. DRAINAGE FLOW . EOL BLOWOFF PROPOSED 8" SEWER LINE 08, UNU55 OTHERW/5E NOTED PROPOSED 6" WATER LINE SETBACKS I / , CP -11 PROPOSED 2. WATER LINE NO. DESCRIPTION BY DATE ~ _I ~ ~::J; ~ ~ o~ ~...-' ~ <( F==-1 ~ Zz r~:~ L(") ~ ~ C=:;) S >;i ~ ~ o~ ~8 CRAPHIC SCALE ~ I 100 15 50 25 0 100 PRBLIIIDfARY PLAT for Recordation, Conveyances or Sales PR'EL/H/N/rRY PL/rN 5rTE IHPROVEHENT5 FOR CANNON56ATE WATER AND 5EWER Pi-AN CAKrERU COUNTY NORm CN::OUNI1 Thomas Engineering, P .A. 403-C Airport Road PO Box 1309 New Bern, North Carolina 28563 Tel. 252.637.2727 Fax. 252.636.2448 SCAI.E : 1 : 60 PROJECT I: 2005007 01/03/05 04 OF 04 PLOT FACTOR: 1: 1 (E) PLOT NAME: 02_SITE DATE : SHEET: 5-16d GALV. CDMMDN 1 2X12 TREATED FASCIA BDARD NAILS @ 2X12 BEAM TD 2X12 FASCIA <TYP.) C ~ rx1 ~ ~ ~ rx1 ~ ~ G J ~ ~ r><] rx1 ~ I. r /./ ./ ~./~ lY/h 'lZ A IV: "- ~C/L BOLTS ~ PILE '/ 1/1"",,- ~ \J.) 2X4 LEDGER I 2XIO TREATED JOISTS <CDNT.) @ 16- o.c. MAX. I ~ J d L ..J , U c / 2X6 lREA lED DEa<JNG I- 2X12 TREATED w BOARD Wi 1 Iff' GAP MAX. ..J 1\ BEAM <TYP.) - 0.. ~ U " .. I "'" "\ ... 1\ I 8'\& SDUTHERN i PINE TIMBER PILE ~ Ii 1 @ 10'-D' :i: D,C. ~ "- ~ ....... 3-5/8'\& A307 r C/L BOLTS ~ PILE GAL V. BDL TS @ ....... ~ ~ ~ ~ ^ EA', PILE 'f 'f ~ ~ I I f% /./-' I '" g ~~2~ T~~ ~s ~ ~ n ~ '~ ~ ~ ~ JL I IL PDST -10' ,----4X4 TREATED ~ PDST @ 7 1/4' + a.c. . @ 5'-0' :!: D.c. 4X4 TREATED RA @ 5'-0' :!: D,C. ~ L I. J ~j4' mPJ 5 3/4' (TYP,) 5'-()' SPLICE 2X12 FACIA BOARD IN THIS "" TYPICAL ACCESS BOARD~AbK PLAN SCALE: 1- - l' 2-16d GAL V. CDMMDN NAILS @ EA, JDIST(TYP,) TOE NAIL 2X10 10 2X12 BEAM W/2-1Od GALV. COWMON NAILS EA. SIDE OF 2XlO 2X6 lREA TED DEaoNG BOARD WI 1 Iff' GAP WAX. 2X6 TREATED TOP ~ ('t') <.) $:l.. ~ .s u o II") o - .... <lJ 'i3 I:ll) ..... r/) <lJ Q ~ ~~ j:l,. o - 2-16d GAL V. COMMDN NAILS @ EA. PICKET DR PDST 3-16d GAL V. ~ NAILS @ EA. PICKET ~ POST 2-16d GALV. ~ NAILS @ EA. PICKET DR PDST 2XIO TREATED JOISTS @ 16' D,C. MAX. 1.~ 2X12 1REA TED BEMt (nP.) MJN. 3'-0' AKIVE MARSH ~ VETLAND 3-5/ff'. A307 GALV. BOLTS. . EA. PILE 2X4 TREATED PICKETS I 7 1/4' D,C, NAIL 2X4 LEDGER TD 2X12 BEAM \v'/12-10d GALV. cDMMDN NAILS @ 6' D,C. (TYP.) 8'\& SDUTHERN PINE TIMBER PILE @ 10'-0' :i: D.C. W.L. VARIES 4X4 TREATED PDSTS @ 5'-0' :i: D.C. 2-5/8'. A307 GAL V. BDL TS. @ ECNTER DF EA. 4X4 PDST o ;l: ('t') II") o o ~ 00 --- \0 on ~ "'0 00 - 'S .g I d o 8 ~ ~ --- ~ t:Q l-< o of CIS ::r: , II") '<t - 9 '<t o ] ~ ~ GRADE 0.5000 2X12 TREATED FASCIA BOARD EB-- TYPI~~;~~~:ION 9 C>> ~ eo, 6'-0' 15'..()" +5.0 M.W SEE TYPCAL SECTION, TYPICAL ACCESS BOARDWALK PLAN, & TYPICAL SECTION (WITH HANDRAIL) FOR METERIAlS AND DIMENSIONS. 2X10 TREATED JDISTS @ 16' D.C. MAX, 0.0 MlW 8" DIAMETER SOUTHERN PINE POlE TYPICAL GAZEBO DETAIL SCALE: 1 /3- = l' GRADE GENERAL 1. ALL SAFETY REGULATIONS ARE TO BE FOLLOWED STRICTLY. METHODS OF CONSTRUCTION AND ERECTION OF THE STRUCTURAL MATERIAL IS CONTRACTOR'S RESPONSIBILITY. TYPICAL BOARDWALK DETAILS FOR PIERS 2. DESIGN LOAD: A. DEAD LOAD: ACTUAL WEIGHT OF MATERIAL B. LIVE LOAD: DESIGN FOR 80 PSF PiDESTRIAN UNIFORM LOAD. 3. FINAL PEDESTRIAN BOMDWALK TO BE STAKED IN FIELD AND APPROVED BY CITY PLANNER. WOOD FRICTION PLES 6'-()' CLEAR WALKWAY (lJ.D.N. AT PLATFllRM) 1. WOOD PILES SHALL BE 8-" SOUTHERN PINE PILING WITH MINIMUM LOAD CARRYING CAPACITY OF 5 TONS EACH IN..ESS OTHERWISE NOTED ON THE PLANS. PILE CAPACITY SHALL BE FIBD DETERMINED BY A QUALIFIED SOIL ENGINEER 2. MINIMUM PILE LENGTH SHALL BE 10FT. BELOW GRADE. ADDITIONAL LENGTH MIGHT BE REQUIRED IN AREAS THAT CONTAIN SOFT SOILS (TO ACHIEVE DESIGN CAPACITY 5 TONS). FOUR TEST PILES WILL BE DRIVEN TO DETERMINE PILE LENGTH. JETTING PILING WILL NOT BE ALLOWED. 'I 1- 3. ALL PILING SHALL BE PRESERVATIVELYTREATED WITH CHROMATED COPPER ARSENATE (CCA) 2.5 PCF. 4. USE 2% COPPER NAPHTHENATE SOLUTIONS TO FIELD TREAT PILING CUT-OFF POINT ACCORDING TO AWPA M4 STANDARD. WOOD CONSTRUCTION 2X6 TREATED HANDRAIL 1. ALL TIMBER FRAMMING MEMBERS INa.UDING DECKING, JOISTS AND BEAMS TO BE SOUTHERN YELLOW PINE #2, PRESERVAT1VEL Y TREATED WITH CHROMATED COPPER ARSENATE (CCA) 2.5 PCF. 2. ALL HANDRAILS TO BE SOUTHERN YB.1.OW PINE #3 OR BETTER, PRESERVATIVEL Y TREATED WITH CHROMA TED COPPER ARSENATE (CCA) 2.5 PCF. 2X6 TREATED BDTTOM RAIL 42.0000 2X6 TREATED DECKING BDARD 6'-0' CLEAR VILKWAY <WLN. AT PLATFlRM) 2X6 TREATED DECKING BOARD .1 2-5/8'\& A307 GAL V. BDL TS. @ ECNTER IF EA. 4X4 POST 1 L L 3.50 L 2.91137 2X10 TREATED JDISTS I 16' D.C. MAX. 1 L 3.50 L 2,9837 J 2XI0 TREATED JOISTS @ 16' D.C. MAX. 2Xl2 TREATED FASCIA mMD EB- TYPICAL SECT~~~:~~r;H HANDRAIL) EB- TYPICAL SECTIOs~::~~?UT HANDRAIL) (E--~, r- Z fn 0 w ..- ~ :2 1.0 ..... ..- ..!..W Lri C") > t.n ') (!J c..::>> 00 c-' ;;>-<C a> c:;;;) ~ ~ ~ ,::-::;2 ..... a> x ~ ~ '':f.. <C $! (I):2E ..... 0 Q z >-J 0 - 1.0 =.:> O~ ~ ~ ---, :c Lri en C") ~ ~ < c..::>> a> 8 ..- a> a=: J!! c C") 0 to ..... en N (.) - z ~ =- Cl '0) C as . e::: ca ~ 0 N ~ J!! '5 C/) 0,) > <( 0 . "'0 0 0 3= c: Q) (!) 0 ..- l{) DATE PROJECT: RAM-04145 05.09.05 REVISIONS: Comments 05.26.05 Rivisions 06.08.05 DRAWN BY: KT,SB HECKED BY: LZ CONTENT: DETAILS CP-12 U ....I ....I 0- u) I- U W l- I u a:: <( en :> <( o -, u.. o I- Z W en z o u o z <( :z o Ci5 en ::E a:: w 0- Z w l= 0:: :s: o w en en w a:: 0- x w W I l- e> z Z ~ IXI o I- en 0:: u:: I- ::> o I I- ~ ~ ~ o 0:: I I- >- :z <( o I- o W z e> Ci.i ~ w IXI o I- >- W I I- W a:: <( a:: o z ci w > w o ~ ~ a:: w z z <( :::i: a:: o :::i: a:: o u.. >- Z <( ~ o w a:: o u a:: o o w e> z <( I U ci W u ::> o o a:: 0- w a:: w IXI g I- o Z w a:: <( en :z :'5 0- W en w I I- en z :'5 a. w en w I I- ~ en I- :I: C> 0:: L- Q) c.. o - Q) > Q) o . . U c: - -+- c: Q) E c.. o - CD > Q) o ..c: t:: o Z . <( . c::: ~ a:: w 0- o a:: 0- a:: w I I- o o z <( l- I e> ii: >- 0- o U ~ Z o :::i: :::i: o u ~ en w > a:: w en w a:: ~ en en w a:: ~ C en I- u w l- I u a:: <( en ~ -, LO o o N @ -c c: () :::J Z 0.....:>- en ~C Q) ::l 5 :::J 0- () ~ Q) -+- c)" 0:: ~ CO ~ t:: ....., E (3 I"I'IIIC s..... \rU Q) ci:. Q) 0... :c CO <( ~ C)::E~ en <( l- e: ,,~ O'--'ca c: s..... 0 c: .~2 CO ro:c O::E~ ('<) <.) Q.. ~ S u o tr) o .- - ~ d on ..... <I.l (1) o ~ ~ - ~- ~-- ------ / -- - -- ---- / ./" .----- / // r-- I f ~- / 7 \ .// / ./. {. \ .(. / ./.). )1.// /' ) /.. // //. / ( , , ./ I ' I /. 'j' ' ;/ , ' ./' ' _ _ ,I'",nf ' , ' , ' {,I.,! ,./ ,/ ' ' ), ' ______ -J '))/l/ ///(/ ~ - , 12___ './'/ ./' , I j 1/'./' ' ' , \' , ' ' ,', ----11--- ----, / / / - .............. / ./' I ' ' ' , " ' ' \" __---- '~__ ---........' ----- // / II / . ' ' ' ' , ''I ' , . " "~,......... /- / ' II ' / /' '\ ' -'-'-'~---------'----~ ........"-.....: "", ;//-, /' ( (, !' \' ' \ , , ' ,-~-'- ' '........' ~, '/ ,",' ) ..--: _ - , -, - --....... ........ ............... '-- ~ :-/ /, II, Ii / \ " ' /' ~ - ~ - - - - - - ---- "- ------ ~ ~ ______ I /.;'.\ . . I ,~,-,-,-,~-:~-:~~ --~ ........'-..'-JI, I. J ' \ ,I, ) , ' ' " 'aP~~1' ''-.. --- - -- _-/ / \ \ I ' 'l,O~'OrP ' ~, -- ___ ' '~ ' \ ' \ ~. . r~"---- ~\ \ . '~~ ,\, ,\ ; /' "'" ,- ~ ........ '-...... \ ' ,), ;"'r ",>---~'----,-(~...\.. // /~. / /- -.......... J' ,"" . ' ,/ '/' , ' '.4 I ' ' , ' ,/ ;<." , ~ ' ' 'v I' ' ' '" /'/, I/l /'''~\~> ..,... /?/, / '-- ' '~ ,'" '" ' ~ /- .I '/ , ' f " ",-- _' , " ' ", 'J~'-/, ' ) , ".~_.-' "'........ \--J-", ' '/\ \ r- ~' "~' ,'\~~~~~, ' \ ' , ' '~'~'_' , ' .J' , ~.. ' , ' . ' '/ ) /' / .c---\~L//~ ------/ _---------J--..... ,...;-- -- './ '-.. ' ' ' ,-----, - '-.. / /( 'I' '/ / I '\ ( ~~,-././ ,/, J--.= / ~~--- l . . . .../ .. '" -'" .~. ",/ / . I ~/ -....,. . ) . (r--' ~~./ .~. / /. // . ',. . ,--~J . J . ;...l. . ~-- ---'..=-=t.f /. /'.. / . ;/// . /... //__--_,,,"', ... .. ~isthJ9 cu!yert crossing.... ///.//:/~J // ! 1'... . . . \ . '--'_/ . ExjSting))ulkhead to be . . ( . . ( . __ - ~ /// / \.. AbJiltAh same location. I \ \ ,// I -...~_~, '/.. ,/.r-- - \ //. /) . . . .. -". . . //. I ~~~' ,//" -- .----'" ) "..:--:.. .-~-~ . ./ ,j, '/ '........- J / ' ., ' ' , .-/~ ' ,/ ,j, ' /. ~,--:-'----:.......;"""""'~-:' / ---- --/- ""',-- ' / ' / ,;/./ ,/'/ ------ '-\'" ,/ '/ ./ .'-.. / /' '\ ','-..---'" /' '/ '\ ,", " '/ j, \, '. / \ .-./ ' ' '/./ , \' '~' ' ./ \ ./ ' , \, // \__.c-~// 63 / 9 )890 ~f /' /"- ~ . / "\ -- / \ ~'b / \' ~~~ ./ 1~ <t'.p /./ 1'----.... -~~ / --- '> -;~ 9/6~~ SF / / / ........ --..... '----- --- ........ ........ ------ ........ - '- - . ~t~ .. -~~,{ ~~...I _' ~..7--- --~-'~ - / /"' /- /- ~ / I / / I -- --.... o /" --.... --.... V ARIES - ~- '--/ ,-- ---- ~ --W~1 S~ _____~." - I- ........ ./ /- /- /- -...- . METAL GUAR RAIL \ r--;-- 1/\ 61 ......./ 60 \ 12)139 S!,/' T 13)002 SF ~. ./ /\3 - I /_---J , I, _ ,I --~-l~---. ~ -. /:l. .. (( ./ ~. _____ ~ c.._ J_ . ~ \ \ '/' - - --- ---\\----,' ,\ ' ./ ' /"" ---- ....... \ ,\, ~~-_-/ ' /'~ -~ ' ;)-, , " "/' ,/, ' "........, ' ' ' 'J ./ - ~ -,.....,./ . ' /, "", ' "-.." ~ - -" /. / ----- / ,---- ' ' '" '------- ' ' ;.--" '/' -:--__ --/......" ,- -:--- - , r ',~' /-----~""'" ,) ................~_ ' ' ' '~/ ,~___~-----:---:-""7'-.-/' , ,,--" '/ "..;.-:-" , ,..-/, ' .--:-' ' '-:-'-'- '- - /' -- ',r- ---- ~ /. ' ';"'- ,--- --..: __ ' I , - - ' ./......, ........ ' ' I _?'-- /" ---~ - VINYL SHEETING ELEV, 5,00 WETLANDS ........ - :.-- -----"" , Existing, /'-' ' ' , ' ' ' ' ,.j'--:-' bulklgeaeJ, ---- - ---.-/' - ----, - - \. \ \ '\. o -_....................'\.~. ---- - ......... r:. e 145 " - 9 297 SF '\.. " '\. ------ -....... , /. ' '....... " 146~ ---- ,,8)109 SF " ./ , "- '\ \ ~-- _.-/ ./ --::--- --- ........ ............. . --- --, , ,- ----......-.... 50' 25' 0 ~ SCALE: 1" = 50' 50' l 100' I 150' I ~ N ~ ('<) o .- tr) o o N ~ N --- tr) 00 ~ "'0 rJ5 - 'd - (1) "'0 . d o a <.) --- ~ ~ r:J:l ~ o of ~ ::c: I tr) ~ .- ~ o ~ a ~ ~ 40.00' PRIVATE RIGHT OF 'vi A Y g ....I 0- u) I- U W l- I u 0::: <( en ~ -, u.. o I- Z W en z o u o z <( z o Ci.i en :1E 0::: W 0- Z w t: Ii: :s: o w en en w 0::: a. X w w :I: l- e> Z Z ~ IXI o I- en 0::: u: I- ::> o :I: I- ~ ~ 0::: <( 0- o 0:: I I- >- Z <( o I- o W Z C,!) Ci.i en <( w IXI o I- >- W :c I- w 0::: <( 0::: o z Ii' w Gj o ~ :I: :s: 0::: w Z Z <( :E 0::: o :E 0::: o u.. >- Z <( ~ o w a:: o u 0::: o o W C,!) Z <( :c u c:i w u ::> o o 0::: 0- W 0::: w IXI o l- I- o Z w 0::: <( en z ~ 0- W en w :I: I- en Z ~ a. w en w :I: I- ~ en I- :I: C,!) Ii: 20,00' V ARIES SELECT FILL SELECT FILL I : ~~ ~ ~: : :~ ~ ~ ~ ~: : : ~ ~ ~: : : ~ ~ ~: : :~ ~ ~: : :~ ~~: : :; ~ ~:: :~ ~ ~: : :~ ~ ~: :: ~ ;~: :: ~ ~ ~: : :~ ; ~:: : ~ ; ~: : :~ ~ ~:::~ ; ~:: :~ ; ~~ ; ~: : :;; ~:::~ ; ::: :~ ; ~: : :: ; ~: : : ~; ~: : :; ; ~: EXISTING WOOD BULKHEAD EXISTING WOOD BULKHEAD WETLANDS ROAD CROSSING 0 WETLANDS AREA CANNONSGA TE AT BOGUE SOUND SECll0N A-A SCALE 1/4"=1'-0" r ~~--'.';I ..... 0 z fn ~ w I.C) I- ~ ~ :2 Lri C") ,J. W 00 > Ln ::) (.!:l Co.:) a> ~ c., z~ ..... a> ~-==4 <::;;;> x ("..I OZ $! ry~ I..CI -,-~ I- c:') :E 0 0 - 1.0 Cd Z >...1 ~ ::.:) a~ ::c u:i ~ ---, C") 00 en Co.:) a> < ~ p~ a> 8 = J!! CI: C") 0 to I"- en N (.) - Z .r= =- Cl '0) CI: as 0 0::: ~ ~ 0 N ~ J!! '5 C/) 0,) ~ 0 " "'0 0 0 3= c Q) (!) 0 ~ 1.0 L- a> 0.. o - a> > a> o . U C - .- ~ c a> E 0.. o - a> > a> o ..c. t o Z . <( . c::: . -c c: () :::J Z O~.- en ~-E ::J CI) 5- 0 :::J Q) ~ g>o::~ CO :!:: t Em ~CO '- () Q)ci. CI) a.. ..c. ~ ~ en CO"C C>~~ (/) <:( I- c:,,,~ O'--'m c: ,-0 c: .~JB CO CO:c O~~ DATE PROJECT: RAM.04145 05.09.05 REVISIONS: Comments 05.26.05 DRAWN BY: Kl,SS HECKED BY: LZ CONTENT: DETAILS CP-13 ~ 0::: W 0- o 0::: 0- 0::: W :I: I- o o z <( I- :I: e> Ii: >- 0- o U ~ Z o :E :E o u en C en w ~ w en w 0::: >- -' en en w 0::: ~ C w en I- u w l- I u 0::: <( en ~ o -, ll) o o N @ ~ ~ ~~~~-~:~-~-~~~-~~~-~-~-~-~~--~-~~~-~~~-~-~-~~~~~=~ ~ PROPOSED 8' CONCRETE SIDEWALK PROP. CONCRETE STAIRS PROPOSED 8' CONCRETE SIDEWALK ~ [ PROPOSED PROP~ 1 '\ CONCRETE STAIRS PROPOSED RETAINING WALL I PROPOSED RETAINING WALL CONCRETE STAIRS I PROPOSED 8' CONCRETE SIDEWALK PROPOSED 8' CONCRETE SIDEWALK -..0: ~ -..0:...... /~ ./ / / / ----j----'. I - I ! ----1------1 1 : 1 I 1 - - - -r - - -- ~ 1 I 1 : ---l----J 1 - I ! 1 , ----1-----: J I 1 - I J w . ---- ----Z-. ~ 1 g,~ ~ w 1 ~ -<t 0 fa os: (f) 1 ~I~ ~ o -z 0:: - - - - t - - - If jffi ~ 1 -~ ~ -w 1 I~ m 1 -0 ~ -0:: 0 -----i---,D- g: 1 - I ! -----I----i 1 : 1 I 1 - ---- .-J - -1- - - ( I I I EXISTING BULKHEAD ---,.. #------. ~ Ln i ~-> C:,;-' ~ ~ ;; - p=.:1 C , t ,",") .. ~ ~~- ~ ~ Q ~ a~ ~ ~ ~8 590'-8" PROP. CONCRETE PLAZA \ \ \ / - - t 7-- / o M \ \ EXISTING BULKHEAD ,- - I t-/------- !;' 1/- /1 ~---------- I L------.-- I I i 'II IIIII1 i I i Iii 111111111 III r IIIII1111111 11111 ill I ! II i II i I ! II i i I ! i i II ! J i! i III ! III ! I i Ii! ---- - -- ,- - -- -- --- ---- -'- - -- - - iiiii!lilll!;::_i' -- ===@1 --- -- 40' ----, I --, I11II1II11 Il!11 ..---- ~-@ ~ ___ N @ @ -' '-,III~li'ljl II,ill -IIIFfli I i'll, - - - - - -- - - - - ~ -- - - - - - I @ 40' @ I PROF. CONCRETE . 0 JERLOOK - - - - ,- -- -, - - - --- - --- 111iblll Iii I il~l!i I!ll I I I I illl, I'll II i lilt ii i III I! IIII!I I ' i I I III Iii I! I ,II @~ @~ [---, II I II' , ! i I II i II--- 158\ E-~ / 35~ t=:- @:;' . ---/ illllllllli!I=~ 60 == II; j I !! INJ IIII II! II i III1111II11111111 i I i II i I1III1 i Iii III II! II i I \...pROPOSED '~,:::-_-- SEAT WALL @ ~ ---- @ ~~= ~--, @ @ @ @ ~ : : iI . ' ! ' !I l'II!!lllil!!/!!I!i' -=--- 1IIIill!'!I:i!!1 ~.~. -- - 'r" M @ I3Q\ ~50' @ f3i\ 50'~ --..-- ---- @ @ --- -- '- --- - -- 1_1 I ! i I " ! II I Iii I !. I Iii i ! i i I : II ! i I I ! I ! II ....- I II ! I j I Iii I II I TT i TIn ,-- I i II ' ! I ! i I I ! ! I i I -- --- 1--- -- -_..- -- / 61 ~ !~III:'!ill!- @ @ - ili'~-t 'Iii!illl _.""-. Ill~ i j I I,! =-~~ ill ~ 'r" ---- _ Iii I ' i I II Iii I ! ---- ~~@ ~(j) - - @ @ I 80'-2" -- @ @ - -- - ,- -- -- -- -,- ,- - - - - - / @ @ @~ ,- @~ -- 1'll!'III'I:I! -- - i! w 0- ~Iw tu..z---------- o::-~ ~Ib o ~ 0-0 -w COlen o 0 w D- en_o 0=-"'---------- ~ID- D- 1- 1---- @ @ / ~~~~ "kO~O R-~~~' ~\o (v~ f49\ ~ ~"<J \!!!/ ~~ ~~ J;:;\. ~~ ~ r~~~ & :c~ ~ 4-~~ !ii/i!!TTiTTT1 lill',!1 liiiiil ~~ @ ,~:~~ @ / -- @~<? -- ----- -,-- ..,--- - - -- -- --- -- -- f------ ---- 30' jiil!lilllll[i'- "I, i i!~'[iii!iln I 93' @ @ - 'r" I o ....... M o < w ::c ~ ~ ::::> co C) z ~ en x w - ~@~ ~0 - - j~ ~ 1111 iil i Iii i,! II i i i! i--- 1111 i I:!: j i i Ii/I I f40\~ ~ -- - @~' - @~ IIIIIIIIIIII!I - - @~ -- @"S 11111illllllllr-- I--- @E I--- I--- @~ 1!IIIII!llllllr-- I-- @~ - @~ - - - L.. -.----- 100' - ~@ 10 -- M ~0 -- - !: : Ii ! i i II I1II @ @ l'111111111111TT== 1:1:: - ~@ -- ~@ I- I----- !1!!I'I,llil,l,T I----- 1," I '11'1,11 l- II! i illli! I- 75 SLIP MARINA PROPOSED BOATSLIPS 15 - 35' SLIPS 33 - 40' SLI PS 22 - 50' SLIPS 5 - 60' SLIPS 75 TOTAL SLIPS / / i : ! t : ' ! ; I I I! i II 30 @ !1I11111111111' - --= r;:;\ '==0 6SW ~0 == j ~~ i!! I ill! I i I i II I! II~ iT11 IITT'"'1111 if '- I /" 37' 87' ~ Y/-;';~- ~~ ~ #'/. -;.; 11 t1 ~\ ~EW BLOCK WING WALL ON BOTH SIDES o M ('<') o Q., ~ >- ..c U o to o ..... .... <I) 'i3 bJ) .... 00 <I) Cl EE ::;a~ p., to ..... \ \ --" \ -'-"_"_~t:I~~~~~-- \ ) - - - - - - - ,- - - - - - - - " - - - - - - - - - - - - . . - - - - r - - - -V " : ~ '........-----------~-./ / /! ~ / / I,C) ~ ('<') to o o ~ ~ N -- to ci) ~ "0 o o o N I ..... .." I ;> ~ ell a 'g ; to ~ I,C) ~ to 9 ~ ~ 1-0 o ~ ::c . to ~ ..... ~ 9 ~ o "0 !a ~ p., , , i Ii! ! I I 11/1 I ii' : 1',"I"II!'!'13 i I: ':'11 0 i ! : I !: ' ,! I i 'r" lilllll !11!/!iTrni~==-~I!![!'!li!! II II' i i II i II i i I I ! I i -~;I"! I I!! II ! Iii! I @ ~ / ~ ~ /~ @ ------- fl!; ~ ROPOSED RETAINING WALL eol " i I I i I I , 111111111!11111/== 80' - /' / ./ , @ @ / @~ - @~ - - Tiill!l!i!III:!I!illll!I!!!!:I!lll:I:III!!li!111111111iiii'illilllililii1lilllllllllillll Illillllllllllll == -.----- 210' , , --- I EXISTING / L ___ o M /..----..--.-.--..- PROPOSED 8' CONCRETE SIDEWALK - - PR6POi"LOrLINi:" 1- - -~ROPOSED _ _ _ RETAINING WALL - - - NOTE: 1 ALL DOCKS SHALL MEET OR EXCEED DESIGN GUIDELINES OUTLINED IN ASCE MANUAL #50, ACOE, NC BUILDING CODE, CAMNCRC, AND ANY LOCAL BUILDING CODES. 2 DOCKS SHALL BE DESIGNED TO WITHSTAND A CATEGORY 1 HURRICANE 3 THE PROPOSED DOCK SYSTEM WILL HAVE FULLY ENCASED POLYETHYlENE FOAM FliED FLOTATION, 4 A HOT DIPPED GALVANIZED STEEL OR ALUMINUM INTERNAL STRUCTURE. 5 TREX COMPOSITE DECKING 6 FUll VINYl RUB RAILS WITH MOLDED CORNERS. 7 BOAT CLEATS INSTALLED AS NEEDED AT EACH SLIP. 8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS SHALL BE PROVIDED AT EACH BOAT SLIP. 9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE BOAT RAMP. 10 "NO SEWAGE DISCHARGE" AND "PUMPOUT AVAILABLE" SIGNS SHALL BE LOCATED IN A CONSPICUOUS PLACE. . -.. -.- - - - - - - - -. - - - - - - - -.- I I I - - - -'- - - - - - - - - . - - - . - - - - - - .-.I I () :i< I I () ~ ROWBOAT DOCK & DREDGE Considered Among the Very Best 858 Williamson Road Mooresville, NC 28117 (704) 663-3478 (704) 663-5298 FAX website: www.rowboatcompany.com DRAWN BY: MAD DATE: 03/26/05 DATE: 04/04/05 DATE: 04/04/05 APPROVED BY: MAD PROJECT MANAGER: ROW SCALE: J "-30' ISSUED FOR: DATE: Cannonsgate Marina White Oak Township, North Carolina ENLARGED DOCK/MARINA PLAN CP=14 045200 11 M Co) p. ~ >> .D U 0 on 0 - ..... Q) "2 tlI) ..... <'-l Q) Cl ~ ::r.:: ~ ~ on on t- c:'l - - on 0 0 N -- '<:t N -- on ~ tlI) ~ <'-l - ..... d ..... Q) Cl ..... Co) Q) 0' l-< ~ c: ~ d U I N 0 ---- on 0 - N '<:t 0 ---- ~ a:1 l-< 0 .D ~ ::r.:: I on '<:t - '<:t 9 3 L ] ~ ti: ~ ,~ EXISTING ENGINEERED BLOCK BULKHEAD , , ..,"-... NOTE: f' ", - -~1 1 ALL DOCKS SHALL MEET OR EXCEED DESIGN GUlDELlNEr- ,] OUTLINED IN ASCE MANUAL #50, ACOE, NC BUILDING CODE,~~> ~ CAMA/CRC, AND ANY LOCAL BUILDING CODES. ~c=~ f~ 2 DOCKS SHALL BE DESIGNED TO WITHSTAND A CA TEGOR~~J ~ HURRICANE -. 3 THE PROPOSED DOCK SYSTEM WILL HA VE FULL Y ENCA~) ~ POL YETHYLENE FOAM FILLED FLOTA TlON. ~ 4 A HOT DIPPED GAL VANIZED STEEL OR ALUMINUM INTER~ STRUCTURE. ~ 5 TREX COMPOSITE DECKING 6 FULL VINYL RUB RAILS WITH MOLDED CORNERS, 7 BOAT CLEA TS INSTALLED AS NEEDED AT EACH SLIP. 8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS SHALL BE PROVIDED A T EACH BOA T SLIP. 9 BOAT PUMP OUT UNIT LOCA TED A T DOCK ADJACENT TO THE BOAT RAMP. 10 "NO SEWAGE DISCHARGE" AND "PUMPOUT AVAILABLE" SIGNS SHALL BE LOCA TED IN A CONSPICUOUS PLACE. ---,---,-'--'-- -..----------- -----------,- -----,-,--------- --------------'- -,..----------- ,--,_..-,-,--,---- 1---,---,------,_...._- PROPOSED DOCKS ------- ----- -,---- RAMP TO DOCKS \ LANDBRIDGE TRANSITION TO RAMP --,-----'-'- ---- --,---,_.._---- -------,------ 1---------,_...._-- e----------- -----,- 1\ i\ 1--'----,---- ---,------- ~------------' ------ ! , I I , I I, I ' , , I ...L.L I - ! i j : , : I i ! : I x ~v , x ;v;/~'\ .. ' -- - - 124' - - - - 37' ~ ~~uY'rcfl'1:>rP~,J:i'~f~~~.~~m~*~~ :Lf2~t ,/L..n<d Wf' ~.Ig59f1~ z; \,~ v')y.'jO~~J>_l5~~;~.Jti W11-~"'\~ ~bQ~~<2:i2-~b9-1 / ",Q5~-M~ ~ ~};r~ ~~~ fa-~~~ :J"~~~i'~ ~m!/# ,~{:0~pg~~~~~~~.;i~~~//~&~..~~ //, ~~~~~'f>j>~~//-:;/ (/ / /// //,~ ~,./ \/ft/ / >(/1 1. 'A'.~,i; /;0(// ~,/ //~'l/ ~ / //_~ // //~/~/:</ //-;//;//L~ '~J~/ ~/~ ~ ,,-" 1/ ( ~ / ) h' /'/;;/' ~ // / '//// / ,,///////// " //~ 77,~/,///j //;~ 7/7'/ // //// '/ /J // / /"//'/ ;-///~//// ~ J;;f>;//;>;~~ if H$;f~&:~~f:~~ m/I: % // // ~ ff~~1! ;;f#/0 y';; BE AT ELE -7 0 ML W ;- {1?,o}5P;?~-(~~ {;p?~~~<?i}J12bg~~ A l~~~ ~~tb~'g5~155f; >< '~~~~1 j~~~1};~~~13p ~ · · ?5~a Tb'~~Xt:(~~~J;ob~)M,~-OXr~ ~.... ~ LX<:!aY;b~ P~~O~::j ~6~ii~':icJ D~fY~Pn;~ ~D~~ ~ ~ ~~%~~<s~xp;;~1"5~~v!y(~~~tr~o~S1~~~'11JbQ~,A ~ ff{~~ ~151 '50~~O:Th~~ I~ 'y ~ I~~~ ~~p~~=~Y0~~af~ t ~E '/8R~ \ ::Y~~ ' ;f2c Y~h :,; 'C~~. ~~~~ty;:(~n<"< -f !s. n~~ ~ l ~ 20' 1r NEW ENGINEERED I BLOCK WING WALLS~ "- GRADE AREA UNDER RAMP TO REQUIRED SLOPE ~ BOAT RAMP PLAN ) ) " I I INSTALL l' THICK COMPACTED GRAVEL' UNDER SLAB NEW WING WALLS NEW CONCRETE BOA TRAMP 12 % SLOPE EXISTING ENGINEERED BLOCK BULKHEAD FILL AREA UNDER RAMP WITH RAILROAD BALLAST/RIP RAP TO BRING UP TO GRADE -' ~ ~~~~~ - L::.,>~ ~~~~~~ ,y: · . >>X ~y//>>~~~~~~~~~<<~~~~~~ ~~:l~lf~OxSg>:ti k ' . - - - ~ ~ , /, /, :'<'XJ.<.,<<~~~~~ LJ' ~<, " ~,/ ~ ~ " ' ,'- /" />;:)/~~-<<~'0..'< ' I A,,~~~' ~~)E~' c~~ Q:i::1''';'t\/'')4'~~ 77 a );->>>>~:\: Y>>>Y~ a:;; SQ -'<'( ~bQ~-~~P'4-3 _r;O~.)1:};~ " .("~'<;,>>~~~'~~" ~c! 'J" ~^ ~~~~~~~~~~~$f$f$f$f$f$f$f~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~ EXISTING BOTTOM CONTOUR APPROXIMATE MLW BOAT RAMP SECTION ~ W ~, ~iROWBOAT f)~ ~~OCK & DREDGE en < o ctonsidered Among the Very Best 858 Williamson Road Mooresville, NC 28117 (704) 663-3478 (704) 663-5298 FAX website: www.rowboatcompany.com DATE: 04/18/05 DATE: 04/20/05 PROJECT MANAGER: DATE: ROW 04/20/05 1 "- 1 O. 0 ' DRAWN BY: MAD APPROVED BY: MAD SCALE: ISSUED FOR: DATE: Cannonsgate Marina White Oak Township, North Carolina BOAT RAMP DETAILS Cpc=15 0452002\ ./ .... INTERNAL BRACING INSTALLED AS NECESSARY TO MEET DECKING SUPPORT REQUIREMENTS 9W ALUMINUM EXTRUSION OR GALVANIZED SrEEL TRUSS FRAME SYSTEM ...........; ~ Co) Cl.. ~ ~ ,.Q u o on o ...... ..... o j 00 o o b:: ~ """ ~ ...... '!'! ...... ...... 1 '-4" CENTER BOAT CLEAT COMPOSITE DECK BOARD ENCAPSULATED FLOAT END VIEW ENCAPSULATED FLOAT SIDE VIEW NOTE: DECK DESIGN SHALL MEET OR EXCEED ALL APPLICABLE BUILDING CODES, INCLUDING BUT NOT LIMITED TO ASCE MANUAL NO. 50 (PLANNING AND DESIGN GUIDELINES FOR SMALL CRAFT HARBORS, 1994), ASTM STANDARDS, NC BUILDING CODE, ETC. on o o N ~ ~ on ~ .g d ,9 ..... Co) o 00 00 00 8 u ~ . N o --- on ~ ...... ~ """ 9 ~ III I-< o 1: <<$ ::I:: I on """ ...... """ 9 """ o ~ a '? ~ J- .u ~ IJ ~ IROWBOAT .~ HURRICANE C.:;) ~ :-, i. 3 THEPROPOSEDDOCKSYSTEMWILLHAVEFULLYENCA~ . L, ~DOCK & DREDGE POLYETHYLENE FOAM FILLED FLOTATION. _-:".?:> < 4 A HOT DIPPED GALVANIZED STEEL OR ALUMINUM INTE~ 8 STRUCTURE. Considered Among the Very Best 5 TREX COMPOSITE DECKING 858 Williamson Road 6 FULL VINYL RUB RAILS WITH MOLDED CORNERS . 7 BOAT CLEATS INSTALLED AS NEEDED AT EACH SLIP. Mooresville, NC 28117 8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS (704) 663-3478 SHALL BE PROVIDED AT EACH BOAT SLIP. (704) 663-5298 FAX 9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE BOAT RAMP, 10 "NO SEWAGE DISCHARGE" AND "PUMPOUT AVAILABLE" SIGNS SHALL BE LOCATED IN A CONSPICUOUS PLACE. NOTE: ~' ; .:sL.J' 1 ALL DOCKS SHALL MEET OR EXCEED DESIGN GUIDELlN-"~ OUTLINED IN ASCE MANUAL #50. ACOE. NC BUILDING CODE~- CAMAlCRC. AND ANY LOCAL BUILDING CODES. ~-==J 2 DOCKS SHALL BE DESIGNED TO WITHSTAND A CATEGO~~ website: www.rowboatcompany.com \- ~~ ~ b~ DATE: ~ ~ Z ~ ';, Q ~ - ~ DATE: Q -z;. / ? - ....., 0 ~ ~' SCALE: 1- 1/2 II 1 J _ 0 m DRAWN BY: MAD APPROVED BY: ..( PROJECT MANAGER: DATE: " ISSUED FOR: DATE: Cannonsgate Marina White Oak Township, North Carolina FLOATING DOCK DETAILS CP=16 00100 \ \ \ r<"'l o 0.. g3 S u o Irl o ..... .... ~ 00 .... <Ii 8 ~ :I: ~ '<:t r<"'l o r<"'l 0\ Irl g M --. \0 ~ Irl oB ~ o o o M I <Ii ~ .sa .... o II) <Ii ~ -0 ~ Cl ...-- Irl o -.0 ~ Irl ~ ~ $.< o ~ :I: . Irl '<:t ..... '<:t ~ ] <<:I ~ ~ \ \ \ \ \ \ \ \ ~~ ~~C?;- ~ ~ ~C7s- ",\f~ '1-; \ OLD PERMITTED CHANNEL UMITS TOP OF (NEW) PROPOSED 4: 1 CHANNEL SIOESLOPE EDGE OF (NEW) PROPOSED BOA~NG CHANNEL \ \ \ \ f~~ ~ C!r ~~~ ~~ \ \ \ \ \ ~ '0 /. ~ / '<f' ~ ~ '.. ~ .~ ~ .~ Vo .~ Ifp -"d~ ;:/<P ~~ .. / .. ~ ~/ ~ / ~ 0 / .. . / .~ ~ G\,. \ / ~ ~...\~ 9 O~ // If ~\~ ~ ~ / v' 0 IfG'~ ~ ~ 'Vo / '\ '{,. '11' .~, ~ / Vo ~"II' / v' V '0 / .~" / v' ...... / .~ / ~ / v' / .. .~ p -0 .~ ~ .0 ~ ~ '0$) ~ 'cP/ v' '01). v' 'p /" '.so . ~/ v' '<f'/" . ~ .~ // ~ '11' / / -" t" -".. ...... ~ '.. / .~ /.so " .~ .~ Vo Vo .~ v' .~ ./ 'cP ./ / ~ '0 ~ .~ p '.so p .. '0$) '.. /" ~ '<f' " '.. ~ V TOP OF (NEW) PROPOSED 4: 1 CHANNEL SIOESLOPE .. 'v' / -' ~ .~ '-' ~ .~ ,~ "C!r <6 \~~ \ -6 ~ \'S-- f~ ~ ( \ \ \ \ \ \ \ \ "'= \ t l l 1 ! i i ! ! " ". ", -'. -'. ". ". ". ". -'. ......._-......... -.... .......... " .', ",- \ \ \ \. l l \ i.-......---_. '. . ~- / ~ j /' " /, j :, j / ", I (, /' i "'. ' : " / ~ .., ,,~ i , -/ .. ,~- \ C ......-------------- \-t) \\"" \~ \0 \(f) f TOP OF (NEW) PROPOSED 4: 1 CANAL SIDESLOPE EDGE OF (NEW) PROPOSED BOATING CANAL A B ~ C>> ~ 'p ~ ~ ~ o ~ o ~ o ~ o ~ o ~ ~ .. .. ~ o ~ Co ~ ill .. <.l .. ~ .. ~ ~ .. ~ ~ :... .. u. o :". C>> ~ (., o ill ~ N N ~ .... .... 0$) P P ~ ~ ~ 01 OI~ t t ~ ~ t t. 0$) '<f' 0 VI - co in ~.... 01....... cP .~ '0 ~ 0$) 0 co ~ ~ ~ 01 01 01 . ~ VI <.l ~~-~~-~-r~-~~~~-r~-m-W -"~ --1p ~ CD 01 o 01 (., 01 U. (Jl Co !>> o 01 Co 01 :... ar- Co . ~. ___ (J) --Q. . al--OI. o ill Co ~ Co C>> ~ ~ _ L _01_ JlI- sa...k- $. - .... 0 OJ co co ~ ..p- o VI ~ ~ 011 01 ~ Co 0 u. NO (., 01 NmE: ~ 1 ALL DOCKS SHALL MEET OR EXCEED DESIGN GUIDELlN~ l' OUTLINED IN ASCE MANUAL #50, ACOE, NC BUILDING COD~~~1 ~ CAMNCRC, AND ANY LOCAL BUILDING CODES. ~3 U j 2 DOCKS SHALL BE DESIGNED TO WITHSTAND A CATEGO ';(,-::-, -,. "'- HURRICANE 'c;' :.; 3 THE PROPOSED DOCK SYSTEM WILL HAVE FULLY ENC~ POLYETHYLENE FOAM FILLED FLOTATION. ~ 4 A HOT DIPPED GALVANIZED STEEL OR ALUMINUM INTE~NAL------"J STRUCTURE. 5 TREX COMPOSITE DECKING 6 FULL VINYL RUB RAILS WITH MOLDED CORNERS, 7 BOAT CLEATS INSTALLED AS NEEDED AT EACH SLIP. 8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS SHALL BE PROVIDED AT EACH BOAT SLIP. 9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE BOAT RAMP. 10 "NO SEWAGE DISCHARGE" AND "PUMPOUT AVAILABLE" SIGNS SHALL BE LOCATED IN A CONSPICUOUS PLACE. 1.3 5.3 6.3 6.2 7.1 7.2 7.2 7.3 7,2 7.4 8.2 7.2 6.9 6.8 6.8 6,8 6.8 6.7 6.6 6.9 6.9 6.9 6.8 6.7 6.6 6.6 6.6 7.2 7.8 7.7 7.5 7,3 7.1 7.3 7.1 7.0 7.1 7.3 7.0 7.2 7.3 7.4 7.3 7.3 7.4 7.3 7.3 7.4 7.5 7.5 7.6 7.6 7.6 7.7 7.7 7,6 7.6 7.6 7.7 7.7 7.3 7,3 7.4 7.4 7.7 7.4 7.5 7. 7. 7. 7. 8. 7. 7 7 7 0.7 1.8 6.8 7.3 7.1 7.3 7.4 7.7 7.9 7.7 7.7 7.7 7.7 7.2 6,9 6.6 6.7 6.7 6.8 6.7 6.9 6.9 7.0 7.0 7.2 7.2 7.2 7.3 7.3 7.5 7.3 7.2 7.0 6.8 7.0 7.3 7.3 7.4 7.4 7,3 7.3 7.3 7.5 7.3 7.3 7.3 7.1 7.2 7.3 7.3 7.5 7.5 7.6 7.8 7.9 7.8 7.9 7.8 7.8 7.8 7.6 7.8 7.7 7.6 7.6 7.6 7.8 8.1 8.0 7.9 7.8 7.8 7.6 7.6 7.2 7.1 7.2 7.3 7.4 7.2 7.2 7.5 7.6 7.6 7.6 7.6 7.5 7.7 7.9 7.9 7.9 8.0 7.9 7.9 7.6 7.6 7.8 7.7 7.6 7.7 7.5 7.3 7,1 7.4 4.5 2.3 0.8 3.3 5.8 6.8 6.2 6.4 6.9 7.1 7.6 8.0 7.7 7.9 8.0 7.5 6.9 6.8 6.8 6.8 6.8 6.7 6.7 6.7 6.8 6.8 6.9 6.9 7.0 6.9 6.7 6.8 6.7 6.9 7.0 7.1 7.3 7.5 7.6 7.5 7.6 7.5 7.5 7.5 7.6 7.6 7.6 7.4 7.3 7.2 7.2 7.5 7.4 7.2 7.2 7.2 7.3 7.3 7.3 7.4 7.4 7.6 7.6 7.6 7.7 7.8 7.8 7.9 7.9 8.0 6.0 7.7 7.7 7.7 7.5 7.5 7.1 7.2 7.2 7.1 7.5 7.4 7.5 7.3 7.2 7.6 7.6 7.7 7.7 7.8 7.9 7.9 7.8 7.9 7.7 7.7 7.6 7.5 7.6 7.5 7.3 7.4 7.5 7.4 6.9 7,6 6.3 3.8 1.3 0.7 6.3 6.0 6.7 6.9 6,5 6.5 6.6 1.1 6.9 1.46 6.9 1. 1.5 7.0 1.7 7.1 1.5 6.9 EXISTING BULK HEAD ~ ti 7.0 1.2 6.8 1.1 7.0 1.3 6.5 2.1 6,9 3.6 70 5.2 . 01 6.5 7.0 C>> 6.6 6.8 5.6 7.0 5.89 7.5 6. 2 7.2 7, 7.4 7.0 7.6 6,8 7.4 7.0 ~ ~ ~:~ 6.9 7.3 7.2 7.3 7.3 7.3 7.4 ~ ~ ~ ~ ~ ~ ~ ~ ~l ~6 7:5 7.4 7.7 7.7 7.9 7.9 ~ ~ ~ 8.0 7.9 7.5 7.7 7.7 5 7.4 7. 7.3 7.3 7.4 7.3 7.3 7.3 6.4 7.4 4.9 ... 4.0 7.oJ 3.5 7.4 3.4 rn 7.4 tl 7.4 3.3 V 7.5 3.1 ~ 7.4 3.1 - 7.4 2.~ U? 7.3 ~'1 -t 7.3 3:3 -- 7~ 2..9 Z 7.5 3.0 7.5 !~ G) 7.5 3.2 7.5 3.1 OJ 7.5 3.1 ~ 7.5 2..7 '- 7.5 i~ (J) 7.6 2..1 __ 7.6 2.0 Z 7.6 1.6 7.6 1.5 74 1.4 7'4 1.3 . 1.1 7.3 1.1 7.4 1,5 7.7 1.6 74 1.7 . 1.6 7.5 1.7 7.6 1.6 7.6 1.4 78 1.4 7'7 1.5 . 1.3 7.8 1.3 7.6 1.7 74 1.7,.5 7.2 1.3 7,2 1.3 7.1 1.4 7.0 1.4 7.0 6,6 6.5 5.4 2.4 3.8 6,2 6.2 6.7 7.1 7.4 7.4 7.3 7.3 7.2 7.3 7.4 7.3 7.2 7.4 7.5 7.4 7.4 7.6 7.6 7.5 7.6 7.5 7.4 7.5 7.2 7.6 7.9 7.5 7.4 7.4 7.5 7,3 7.0 7.2 7.3 7.3 7.4 7.4 7.5 7.3 7.2 7.5 7.4 7.6 7.5 7.4 7.5 7.6 7,6 7.7 7.7 7.7 7.9 7.8 7.7 7.7 7.6 7.6 7.7 7.6 7.6 7.5 7.5 7.4- 7.4 7.2 7.6 7.6 7.8 7.6 7.8 7,3 7.7 7.6 7.7 7.5 7.4 7.2 7.3 7.0 7.0 7.0 7.3 6.4 2.7 0.9 3.9 6.1 7.0 6.9 7.0 7.4 7.6 7.6 7.8 7.6 7.6 7.6 7.6 7.5 7.5 7.6 7.5 7.6 7.5 7.5 7.6 7.5 7.4 7.4 7.7 7.5 7.4 7.4 7.3 7.4 7.4 7.1 6.9 7.1 7.6 7,6 7.6 7.6 7.5 7.6 7,9 8.0 7.7 8.0 7.6 7.6 7.3 7.6 7.8 7.7 7,9 8.2 7.9 7.7 7.9 7.8 7.9 8.0 7.8 8.0 7.7 7.6 7.6 7.6 7.7 7.8 7.6 7.8 7.7 7.8 7.9 7.9 7.8 7.7 7.7 7.7 7.5 7.5 7.4 7.3 7.2 7.1 7.2 7.2 7.5 6.0 7.8 7.8 7.6 7.9 7.8 7.7 7.8 7.7 7.6 7.6 7.6 7.6 7.5 7.5 7.4 7.3 7.4 6.1 3.0 3.7 6.5 7.4 7.2 7.3 7.6 7.7 7.6 7.5 7.6 7.5 7.4 7.3 7.2 7.3 7.3 7.4 7.4 7.5 7.4 7.3 7.5 7.5 7.5 7.4 7.3 6,6 6.9 7.4 7.4 7.4 7.6 7.5 7.5 7.5 7.6 7.1 7.2 7.4 7.4 7.4 7.6 7.7 7,9 7.7 7.7 7.7 7.6 7.5 7.7 7.5 7.5 7.5 7.8 8.0 8.0 8.1 8.3 8.0 7.7 7.4 7.2 7.3 7.7 7.5 7.5 7.6 7.4 7.6 7.6 7.7 7.9 7.7 7.9 8.0 8.0 7.8 7.8 7.7 7.7 7.6 7.7 7.3 7.5 6.9 3.5 2.3 4.7 6.8 6.9 6.7 7.7 7.8 7.8 7.8 7.7 7.6 7.0 6.6 6.8 7.0 6.8 6.8 6.8 6.9 6.9 7.1 6.9 6.9 7,2 7.2 7.0 6.9 7.1 6.9 7.0 7.1 7.1 7.0 7.3 6.9 7.4 7.6 7.7 7.6 7.6 7.6 7.5 7.5 7.8 7.8 7.7 7.9 7.9 7.9 7.8 7.8 7.7 7.6 7.7 7.7 7.9 7.6 7.8 7.7 7.5 7.4 7.0 7,0 7.0 7.4 7.4 7.4 7.6 7.4 7.8 7.9 7.9 8.0 7.6 6.0 7.9 7.9 7.8 7.7 7.9 7.5 7.4 7.3 7.0 7.3 6.3 2.8 6.7 7.7 7.4 7.3 7.7 7.5 7.4 8.1 7.7 7.3 7.4 7.1 6.9 6.8 6.8 6.7 6.6 6.6 6.6 6.5 6.6 6.6 6.6 6.6 6,6 6.6 6.6 6.5 6.5 6.6 7. 7. 7. 7. 7. 7. 7. 7 7 7 00 0.8 0,7 1.1 0.8 0.5 6.4 6.8 7.0 7.2 7.1 7.2 7.0 6.8 7.0 6.2 7.2 7.4 7.3 7.2 7.0 7,3 7.5 7.4 7.5 7.5 7.5 7.7 7.8 7.6 7.4 7.7 7.4 7.3 7.2 7.1 7.2 7.3 7.3 7.4 7.4 7.4 7.2 6.9 6.9 6,9 7.1 7.1 7.0 6.9 7.0 7.2 7.2 7.2 7.4 7.3 7.2 7.2 7.2 7.3 7.2 7.2 7.2 7.3 7.2 7.2 7.4 7.3 7.4 7.5 7.4 7.5 7.5 7.5 7.5 7.6 7.7 7.7 7.6 7.7 7.5 7.6 7.6 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.8 7.7 7.9 7.6 7.6 7.6 7.4 7.3 7.2 7.3 7.2 7.1 7.0 7.1 7.4 6.8 5.4 1.3 0.8 0.6 N N o ~ (., o ;--I --J?! . ::::L-;-.I,. 011 ~ o OJ 0 .... --fi ... CANAL _ ca- _ ... _ GIa- .....-...-- 4t- -0>- --...1- ....,.. ~ """<3 - q- --...r- -.::J -.q- C>> ~ 00 C>> ~ :... ill ~ ~ 0 ~ ~ 0 Co in (., !'> ~ 01 Co !>> ~ 01 00 CJ>> Co Vo v' '.. \\ v' .~ ~ . V ~.~ Vo~/" ~ ~ .. .. '4) / '<, ./ \ ,,'. ./ '" '<, ./. ~ cP ~<f' ~~ ~ 'Vo/,,' -! -0 '~ ~. Vo. .~ .,../.. '0 ~.. .~ ../.,. ..,. -0 v- . ~'o$) ~ ~.~ .. ~~ "O.~ ~.~ .,. .. ~ ~ ~.~ ~'O ~/ ~~ '0 ~ 1-~'0$) ~ ~<f' V W. .//:;..."7.,. 'V -::",,'0 ~.~ ~ / '<f' ...... '0 .~ <f' ~'cP ~ 01) '.so ~~.~ ~.~ ...... <f' /<f' ~ v' 0 ~.~ 4'P "0 '.so ~.~ ~.~ o1)'p ~/ '<f' <?~'p 1-p ~v' '0$) -::"" ~ ~cP'~ ~~.'~ ~ \~cP ~~.. ~ ~ '<:"cP ~'.so ~'01) '11' '01) "0 1-.so ~p ~" ~cP'~ ~ ~~'o ~. ~~~ . ~ t. ~ ~...... ~ ~ ~ ~ .so ~ ~'o$) ~'p .~ ..,'p ~ .~ .~ ~ ..... ':'';'" o ~ -::"" '.. V" ,",' '0$) ~'01) ...... '0 0$) ~ ~"II' 4) ce,'~ "0 1-cP'.so ~ ~ ~cP ~ ~01)'" \) .~ ~'o ~ '01) 'I.~ ~ ..,. ~ ~ ~ "0 . <f' ~o$) .~ ~ ~ '''' .~ ~ u' 'cP 01 C>> 01 :... 01 (., 01 (., !>> ~ CJ>> ~ 01 U. .. C>> .. ~ .. N ~ N ~ 00 - ~ ~ 01 ~ N .... ~ ~ C>> ~ C>> .. ~ :: ----------------------- ~-------------------- -" .... 0 ~ 0 .. N ~ ~ ~ ~ 01 N ill b ~ ~ ~ ~ ~ (., C>> :... ;- -:-: -01- -:r:--OI ~ ~ N ~ ~ ~ ~ 01 o CJ>> U. 01 U. 01 0. 01 ~ 01 ill (lit iD ~ :.a 01 o !>> ~ 01 ~ 01 (., CJ>> ~ > .~ > ~'cP \ .~ \-:;,. ~\t p '0 o 0 - d; "'""1s'" o 0 'Co-Q) . -==-- 9 ---J;l. . s::L--P. o co OJ OJ G .- .. ~ N (., .. 0. .. N o Co - 01 ~ 01 ~ ~ o 00 ~ N o ~ o -e- . 0--1::) . iD ~ Co ill b ~ .... 00 /" A B /" ", "'. ".. '" "''''''''- ....... ....- ... -"'.. ..,......... ....,-..,.. ". .'- ". ". "- '. -'- "--\. ~ "--,..,. ~ \..~O' ". ". ". ". .'. .'. \. -'. ". ", ". ',- '. .\ -'. .'. .'. ". ". \. .\ .'. ". ". ". \. ". ". ". ". ". ". ". ". ". ". ". .'. ". ". ". ". ". ". ". ., ... , , '\. -, '\. .'. ". ". ". "- ". ". -, \. -'... TOP OF (NEW) PROPOSED 4: 1 CANAL SIDESLOPE ~ .~ G \ NOTE: ALL ELEVATIONS SHOWN ARE IN RELATION TO MLW AND ARE IN REVERSE ORIENTATION. (Le. 2.0 on plan = -2.0 MLW) ~ ~ N :.a N b -------- ~ (,. ~ c. ~ :.., ~ ~ !>> o .~ N N N (., N N ~ - .. N EXISTING BULK HEAD 1.5 1.0 Q.8 .... w ,~ J.J , !ROWBOAT ..J -<( ~ DOCK & DREDGE 8 Best Considered Among the Very 858 Williamson Road Mooresville, NC 28117 (704) 663-3478 (704) 663-5298 FAX website: www.rowboatcompany.com DRAWN BY: DATE: 05/04/05 DATE: 05/04/05 RDB APPROVED BY: MAD SCALE: DATE: 05/04/05 1 "-50' PROJECT MANAGER: MAD ISSUED FOR: DATE: Cannonsgate Marina White Oak Township, North Carolina DREDGE CONFIGURATION CP-17 0516801 , ,,/< // 'l~>> ~ y~~/ , ,'. </'<'<'<~~~~~ I:', I'" I. ~~'<'<~~~?2:<~~ , I I' i ' .' ~)~>/)> />::y>>*>::y I : i i "~<<~ ~~,>~ ~<<0x/(~ ! i ii"" / " , "'" /'" y~ ~/~~, "/ I' ' ~ '_ 0.0 MLW /~// //V// Ii'" '~V'''~ ~ >::::>/'>> 'v~~/' ~~ " ~~'3!< <0(0VY::Y .. MARINA BASIN /);2y)( >>>>'<>;>5:)y/ ~/ ~ y' ,,'" '" '" / <~~(/'''-.Y' ",,< / ~ / ~ - 6.0 ML W '/A"'><'A" '/) , . ':\: :\::\: <:< ~~<<<<";/' //' ////.' / /;'{/:<(/ "" " /:Y' /~" Y /( /,,</(/ij<< /,ij><< ~ ~>>'0"'->>>>/'0>>~~~~~>::Y>:~'/~>>>>~>>0~ ,/ /7 v*>~~~~"</~ T'tE iNTO 'lei; '~~>> '<<START OF D-D SECTION;"<'~~<<:/,,~ /(:YSTART OF C-C SECTION'<<:'Z<<~ ~ / .;START OF B-B SECTION~<<'</(<C;f-J~N~L E~EV.,-7.5MLW0<0.~ij{0.YY'cY/V/'<<);(;/>>>/ <~ :/<<// // // //, // '/';: // /,ELEV. -9.5MLW />//'>/''l'/ ELEV.-9.0MLW >/V'/<;/;AY);:,/~LEY.-,8.5I)ALW / ,'>>>>;A"'''''')\'>*'*'*'*'('~'>''''-'' /","'-V;,"'/>'~\":."V",-V;:/V".<<' , ' / , V" / / ," " , ' , / ' ,,'," ',/ :\: :\:' "'- :\: :\: :\: ~ ,:\: :\: :\: <>:: :\:'~, <0<Y>> 0 ,>/Y,~ .~ ' NOTE: (')00 )>.:0 ~o )>~ fIl;o"O ~ ti )> ~o ~ ~ I > r '" 3:: fTI 0)> ~ ~, CO2 f)))> (') o Z)> (J)r -4--4 ;Uf'Tl c:::O nZ -4)>- '.- . ' 0- , -I., .' : " . f11 .' "Z ' ' '.' (I)(/) fT1I 00 ...,;0 -rrl o Z OJ CI ;0 )10- 0 ~ > .. A)'-' ...... > ~O N r- """;0 ~ r.J w I'TI ... Q -rt > :t )> 0 .. -<:t. . Z rrt o -t Z , rrI (i; UI ~ tfJ ~ 'N t: -i "" . .....,' ~ ""'! m lTl rTJ "-1 ,0. Ul Z N: -{ -1 .~ ~ Z N 0 . ,.... . . . I . - , M (.) Q., ~ >> .&:J U o l/) o .-. ..... <I) i '00 <I) o I:l-. :I: ~ N 9- ~ o 0\ l/) o o ~ 00 ~ cO ~ o o o N . <I) iE 8 Q., <I) 0/) ~ ~ 9 l/) o ..0 o l/) 9 ~ ~ lot o .&:J ~ . l/) ~ .-. ~ ~ o ] ;:3 &.; """ ~ NOTE: 1 ALL DOCKS SHALL MEET OR EXCEED DESIGN GUIDELINES OUTLINED IN ASCE MANUAL #50, ACOE, NC BUILDING CODE, CAMA/CRC, AND ANY LOCAL BUILDING CODES. 2 DOCKS SHALL BE DESIGNED TO WITHSTAND A CA TEGORY 1 HURRICANE 3 THE PROPOSED DOCK SYSTEM WILL HA VE FULL Y ENCASED POLYETHYLENE FOAM FILLED FLOTATION. 4 A HOT DIPPED GAL VANIZED STEEL OR ALUMINUM INTERNAL STRUCTURE. 5 TREX COMPOSITE DECKING 6 FULL VINYL RUB RAILS WITH MOLDED CORNERS. 7 BOAT CLEA TS INSTALLED AS NEEDED AT EACH SLIP. 8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS SHALL BE PROVIDED AT EACH BOA T SLIP. 9 BOAT PUMP OUT UNIT LOCA TED AT DOCK ADJACENT TO THE BOA TRAMP. 10 "NO SEWAGE DISCHARGE" AND "PUMPOUT A VA/LABLE" SIGNS SHALL BE LOCA TED IN A CONSPICUOUS PLACE. VARIES .." . .~..:~~-: '.. PIIU ALa fJ8ItC Of 1CP f6 $DI( IACIflU. AT .. ,- IILOW fI&B IItME. IUCt 'JDP!OL (II ... or F'MRfC I t .. t ". , ~' , . i mstGJ[ SWGARO lilt 14r IUIN DOftIIMT A.T M.L l FABRIC t -I- :;:u CtlUHD _ ACQC..CR.SJDtE) ',' . '_ ... .' '. '.' . . _MAlE. BACJCfI.L.~.,.' :' ::. '. " ' " ", : : . , .IV[, SDL _/ f1I.1t~ rMII:' . 1JlfRQIIIA1E EXCllVATOI UPlE . " w_ " "', ~ ~.;, .." :>- "1 J .. .: . ' : '. ,:',' . b T r ' ~ - f- .' ~ QJJ . ." " '.." ...:- '~.~::...;.- 4.'. ,.. . . ". ":J 8IJlQ' lW' $-0. .. 8ELOW OAEUiE StMfACE : TYPICAL WALL SECTION 1/4" = 1'~ .. .. J' - . - .. . - TOP OF EXISTING ENGINEERED BLOCK BULKHEAD +6.0 MLW APPROXIMA TE GROUND ELEVATION ADJACIENT TO THE DREDGE CUT .. ENTRA CE CHANNEL VERTICAL SCALE HAS BEEN EXAGERA TED BY A SCALE FACTOR OF 12X TO BETTER SHOW SLOPE OF BOTTOM CONTOUR ROWBOAT DOCK & DREDGE Considered Among the verfiest ~ 858 Williamson Road ~~1 l.L Mooresville, NC 28117 ~~~ ~ 0 (704) 663-3478 t:r=-c::~ ,.Nt Z w.:; 0,.",:.4""'1 0::( (704) 663-5298 FAX i~] --m_ "1'" .,,7.": '> website: www,rowboatcom~~.c~ ~3 - .,.-..:.." f) ~._~ -:~:':'3 DRAWN BY: DATE: 05/06/05 MAD APPROVED DATE: BY: PROJECT MANAGER: DATE: MAD 05/06/05 1 " 60. 0 ' SCALE: ISSUED FOR: DATE: Cannonsgate Marina White Oak Township, North Carolina DREDGE PROFILE OF BASIN AND CHANNEL CP-18 051 680 11 EXISTING BULK HEAD DESIGNED BOTTOM CONTOUR POST DREDGING I-- I I \ I I I I I I \ I \ \L ---------------------------------- ------------------------- ------------- - - EXISTING BOTTOM CONTOUR -7.5 MLW rr---l : : \ _ -+-+------1- 0 0 ML W - I I I . - \\ I U I I I I I I I I I -----------------------------------------------------------------------~ I I I I I~ I \ ......... I I ......... U --_ /1:4 SIDE SLOPE - - - - - - --- --- 40' CANAL SECTION VIEW A-A EDGE OF CHANNEL AS SHOWN ON PLAN VIEW DGE OF CHANNEL AS SHOWN ON PLAN VIEW M (.) p. ~ ;>,. ..0 U o I/') o ..... ..... (\) -, ,~ rLl (\) Q ~ i p.. 00 '!'! 00 ;t: <"l ..... __J I I -----r- 0.0 MLW \ I I \ I I I I I I -----------------------------------~ -------------- ------------------------------------ EXISTING BOTfOM CONTOUR ,-9.5 MLW I 1:4 SIDE SLOPE I I _ -1---- - I I I I DESIGNED BOTTOM CONTOUR POST DREDG I ---_ I I I I I I I \ I r I L-_______________---------------------------------------------------- - --- -- -- - - - -- - I/') o o <"l ;:r <"l --- I/') 00 ~ o o o <"l , 00 $:I .9 ..... (.) (\) rLl (\) 00 "0 ~ 9 I/') o 'l:i ~ I/') 9 ~ ~ l-< o of eI:l :I: , I/') '<t" ..... ~ o "0 a ....:l --- li: 40' CHANNEL SECTION VIEW C-C EXISTING BULK HEAD DESIGNED BOTTOM CONTOUR POST DREDGE EXISTING BOTTOM ONTOUR 1:4 SIDE SLOPE L_______________________________________________________________________ rr---l -8.5 MLW \ I \ I I / ~r------~ 0.0 MLW / I I I --------- _---- U I - I \ I I i I -------------------------------------------------- -----------------------------------------------------------------------~ 1-- \ : I I I \ I I U --- -- --- 40' CANAL SECTION VIEW B-B NOTE: 1 ALL DOCKS SHALL MEET OR EXCEED DESIGN GUIDELINES OUTLINED IN ASCE MANUAL #50, ACOE, NC BUILDING CODE, CAMAlCRC, AND ANY LOCAL BUILDING CODES. 2 DOCKS SHALL BE DESIGNED TO WITHSTAND A CATEGORY 1 HURRICANE 3 THE PROPOSED DOCK SYSTEM WILL HAVE FULLY ENCASED POLYETHYLENE FOAM FILLED FLOTATION. 4 A HOT DIPPED GALVANIZED STEEL OR ALUMINUM INTERNAL STRUCTURE. 5 TREX COMPOSITE DECKING 6 FULL VINYL RUB RAILS WITH MOLDED CORNERS. 7 BOAT CLEATS INSTALLED AS NEEDED AT EACH SLIP. 8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS SHALL BE PROVIDED AT EACH BOAT SLIP. 9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE BOAT RAMP. 10 "NO SEWAGE DISCHARGE- AND -PUMPOUT AVAILABLE" SIGNS SHALL BE LOCATED IN A CONSPICUOUS PLACE. EDGE OF CHANNEL AS SHOWN ON PLAN VIEW 1:4 SIDE SLOPE EXISTING BOTfOM CONTOUR EDGE OF CHANNEL A SHOWN ON PLAN VIEW MLW I a..-.- - - - r--I --- I I \ I I \ ~----------------------------------------------------------------------- -------- ,-10.5 I j I I _---L -- : -- I --- I I DESIGN BOTTOM CONTOUR POST DREDG _---\--;- 0.0 MLW - \ I I I I I I I \ I I I \ __________________________________________ _______________________________________________________________.-J ----------..~ - - 40' CHANNEL SECTION VIEW D-D ROWBOAT DOCK & DRE~~ Considered Among the Ve~st u.. 858 Williamson Road :> ~ 0 Mooresville NC 28117 :*"=.~ ,te;z (704) 663~3478 .!t:~~ .'~ ~., (704) 663-5298 FAX II;;::j~~; > i'~ -J C website: www.rowboatcorny.com <( ~.. ,- 0 -J 0 DRAWN DATE: BY: RDB 05/04/05 APPROVED DATE: BY: MAD 05/04/05 PROJECT MANAGER: DATE: MAD 05/04/05 SCALE: 3/32"-1 '-0" ISSUED FOR: DATE: Cannonsgate Marina White Oak Township, North Carolina CANAL/ CHANNEL CROSS SECTIONS CP~19 051 680 11 NOTE: 1 ALL DOCKS SHALL MEET OR EXCEED DESIGN GUIDELINES OUTLINED IN ASCE MANUAL #50, ACOE, NC BUILDING CODE, CAMAlCRC, AND ANY LOCAL BUILDING CODES. 2 DOCKS SHALL BE DESIGNED TO WITHSTAND A CATEGORY 1 HURRICANE 3 THE PROPOSED DOCK SYSTEM WILL HAVE FULLY ENCASED POLYETHYLENE FOAM FILLED FLOTATION. 4 A HOT DIPPED GALVANIZED STEEL OR ALUMINUM INTERNAL STRUCTURE. 5 TREX COMPOSITE DECKING 6 FULL VINYL RUB RAILS WITH MOLDED CORNERS. 7 BOAT CLEATS INSTALLED AS NEEDED AT EACH SLIP. 8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS SHALL BE PROVIDED AT EACH BOAT SLIP. 9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE BOAT RAMP. 10 "NO SEWAGE DISCHARGE" AND "PUMPOUT AVAILABLE" SIGNS SHALL BE LOCATED IN A CONSPICUOUS PLACE. ROWBOAT DOCK & DRE~ ffi ~ L~ Considered Among the Very ~t ~ \)<!l c:.~ ,~ 858 Williamson Road ~:o~ \t-.,ij-Z Mooresville, NC 28117 r.:sr.:~~ :-~?~ (704) 663-34 78 f~) 5 : ;J. (704) 663-5298 FAX M -~ i ~ website: www.rowboatcomp~~~1 8 DRAWN DATE: BY: RDB 05/04/05 APPROVED DATE: BY: MAD 05/04/05 PROJECT MANAGER: DATE: MAD 05/04/05 1 "- 1 O. 0 ' SCALE: EXISTING GROUND ELEVATION APPROXIMATE WATER ELEVATIO DURING DREDGING OPERATIONS END OF PIPE SHALL BE POSITIONE TO ALLOW PROPER DRAINAGE OF BASIN BERM TO BE CONSTRUCTED FROM EXCAVATED MATERIAL IN CONTAINMENT BASIN DREDGE DISCHARGE PIPE TO BE INSTALLED IN BAISN SO THAT NO EROSION OF ADJACIENT EMBANKMENT OCCURS DURING DREDGING OPERATIONS FLASHBOARD RISER TYP. 30" DIA DISCHARGE PIPE 10' ISSUED FOR: DATE: 150' Cannonsgate Marina White Oak Township, North Carolina CONTAINMENT BASIN SECTION ('f') o Po< ~ >. .0 U o V) o ...... .... II) ~ rLl II) Cl Ei:: i ~ ('f') r:! V) '!l C'l ...... SPOIL BASIN o ET AI L V) o o C'l ........ '<:t C'l ........ V) tlil ~ o o o C'l I rLl $:l .Q 1:) II) rLl II) bll "0 ~ 9 V) o ..0 ~ V) 9 ~ j:Q ~ o ~ :I: I V) '<:t ...... '<:t o -- ~ ] ~ Ii: NOTE: THE DREDGE SPOIL BASIN SHALL BE LOCATED ON THE PROPERTY IN THE AREA OF THE PROPOSED POND. SEE SHHET CP-5 FOR LOCATION OF POND. DURING THE DREDGING OPERATIONS THE POND WILL DRAIN OUT TOWARDS THE MARSH. ONCE THE DREDGING OPERATIONS HAS CONCLUDED THE POND WILL BE REGRADED TO THE CONTOURS SHOWN ON THE PROPOSED GRADING PLAN. CP=20 051 680 11 ... ... ~ A ... B c x 0 E F G H ~- ..: ..' ... ... ... ... ... ... 6 1 2 3 4 5 6 7 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \....... ,.,..... ............................... ........... --............ , ( I I I I I J ,.. / / / I t .I ,I" / ,,/.- '.... ....../ .'_............,......,1 ..,........-...... I "-., " , / " / " / " / ~ / '" I '. I " I I" I " I '" V\\$;: ~\~t ~\ \ t\~ ~\~ \ I , J \ \ \ \ \ \ \ \ \ \ ' - ./," :.. t:. 't. ...., .. \ .. .. ~ 'to ....("'~ ~ .. e ! ! II !l '\% ~ '" ~""""ot;,." ~ .. ~, .. '" .....~ - ~ ~ .. i C i: II '\<6 ~.. ~~ ~v ~o'" ~ ~ '" -< '(; ~ f. ~ 't. 't. ~ ~ ~-1< or. '" -< o("Co 'to 't. 't. ~ ~ ~.A ~, ~ ~ ~ '\ ~ ~ <~ - ~ ~ '0 \ ~ ,..A. eta ~ ~ eta ~ ......Y; - t. ~ ~ .. \ ~~... t. ~ ., '- tA/ 't(' '" ,- ~ tt "- ~ ~ \ ~ I.l ,. " .. ~ " '(,. 't, to to ..,. 'C(" ~ ~ 't. 't. ~ ~ 'f. 'f. '(. \..s, ~. ~ 'Ct ~.,~ ~ t. ~ '" .. 'f, -r. " eta '" ~ ~ /tf.. \'\ )*' ,,~t, ~.. '(,." '0" ~~ /"'~ \ '\ .....A to ~ ~ (. t;. ~ /'" \~ ...%~ t.~ ~'t. to~ \.~ ",'" ~ t 6/~ t '- ..a t. '(,. '- '- to '* " c" ..% ~ \" 't. .. '- t. ~ " '" " 't,.... ,.... \'- t.~ ~~ ~~ r ,,\ ~t\ \\' \"~ \\'t. ~t.t. ~..-<" " \\ \1, ~~ ~'(,. <' ~ \~ A\\\#.\~t. to"to A~ \~ ,or; \ ~\ "to t.~' \\\t ~ \ \~t V~ \ ~ ~" \ \ \ \ \ ~-<) ;0 '\<2,- ~ '\~ ~,,<\ '\9y \,~1-:, '\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 8 9 10 1 1 12 ", " '. \ II,. \ I \ I \ I \ I I I I I I I I I 1 \ \ " " " I". " " " ", ........ ...., ..... " ", \ \ \ \ \ \ \ \ \ \ I / ,I i t ".I~ ."t' ". "" " ......... ..-..-..-..-..-.................. 13 \ -- ~~ ,~~, ~.c. (~~\) e:;1 GR\\) " .!;i... Q.I II EXISTING BULK HEAD lit ... t:. ~ ~ \.. ~ \1-- ~ '0" /'" /'" /'" /'" \. -<.~ ~~ ~ ~OTES K 1. Soundings were taken by ..1.~N~~~?f.~~..~~l?..~~~.. below mean low water. 2. Proposed dredge depth ..........~/.A.......... . and are expressed in feet and tenths 3. Mean tidal range ........~.rL........... 4, The area shown by this chart is subject to silting. The actual depth following the date of the survey may be less then the depths shown. These depths were found on .....J~I.~L.... 5. Horizontal Coordinates System: Reference to North carolino State Grid (HAD 83). c c c t e C t tee e c c c c e e ~ C c e ~ e c e c c ~ e c ~ c ~ ~ e ~ " EXISTING BULK HEAD AVAILABLE QREDGE: VOLUM.E. -7 MLW = 16,498 CU YDS l' OVER DEPTH = 10.960 CU YDS TOTAL = 27,458 CU YDS -8 MLW = 27,382 CU YDS l' OVER DEPTH - 14.449 CU YDS TOTAL = 41,831 CU YDS It l! a.e 1.1 1.1 ..., .,., .,.. .,.. .,.1 .,.1 .,.. .,.1 .,.. .,.1 .,.. .,.. .,.. .,.. .,.. .,.. .,.. .,.. .,.. .,.. .,.. .,.. .,.2 .,.. .,.. .,.. .,.. .,.. .,.. .,.1 .,A .,.. .,.1 .,.1 .,.. .,.. .,.. .,.1 .,.. .,.. .,.. .,.. '" '" '" .,.. .,.. .,.., '1:1 ,:1 ,.. ,.. '1:1 J1 .,.. 1." .,.. II ~ .,.. .,.. .,.. 1.2 .,.. .,.. .,.1 1.1 .,.. .,.1 1." .,.. .,.., .,.. 1.4 .,.2 .,.1 .,A .,A .,A 1.1 ,,4 U ..., a." ... .,.. .,.2 .,.1 .,.. .,.., .,.. .,.. '" .,.. .,.. 1.1 .,.. .,.1 .,.1 .,.. '" .,.. .,.. 1.1 .,.. .,.. .,.. '" .,.1 ... ... .,.. '" .,.. .,.. .,.. .,.. .,.. .,.. 1.' .,.. .,.. .,.. '" '" .,.., '" .,.1 1.1 1." .,.. .,.. .,.., '" .,.. .,.. .,.. .. .. "1 I.S e.o 1\ it .,:1 .,.. .,.. .,.. .,.. , .,.. .,.. .,.., ,.. ,:1 7.1 .. .. 7.1 .,.. .,.., ,.., ,.. .,.., .,.1 .,.. ... ... 2.1 ..., ... ... ..., .,.., '" .,.. .,.. 7.7 .,.. 7A ... ... 7A ... ... ... ... ... .,., ... ... 7" 7" 7A tI ~ . ... 7A .,., A .,., .,A .,.1 ... .,.. ,.. .,., .,.. .,.. .,.. .,.. .,.. .,.. .,.. ,.., .,.. .,.. .,.. .,.. .,.. .,.., .,.. .,.., .,.., '" .,.1 1.1 1.1 ,.. ,.- ,.. ,.. .,.. 'IA ,.- ,.- 7.1 ,.- ,.. ,.. ,.. .. .,.. .. ,.. ,.. ,.. ,., ,.. ,.. ,.- ,.1 ,.. 7.1 II . . t.a at . . l I \t \:\ 1.1 l1 l.l it .,., U .. 1 ~l \ , LEGEND 40.2 14 --...~ , \ \1 l~ l:\ II l' , \1 \1 l:t ;., TBM TOP OF BULKHEAD 6.40 (MLW) 15 16 z w ~ u.w ~ O(!j c;;, Z ~ ~ o~ '.'- ~~ 5; >-1 "-l o~ C/) ~ <.) a: S ~ ~ C) 2u ii:~ LU~ LU~ ~~ C) 2~ UJIj ~ .....~ ~~ UJ~ ~~ C)~ F'- ,... v 0') C\I -1 < () ~ <( z <( o - en F'- -1 ~ <( Z F'- I- ~ ffi ~ C/)F'-F'- ~ wo- Z -1v(t) 0 0: 0') v <(C\lS 0: ::Cox > 0<(<( Z oU. w C\lO: 1-- ~~~~~ (t)<F'--1O: x>o,ww o<<o(!jW CO CI) ~I' Z , 0 (t) (!j OVv Z ~~S W 1:1 l. ... e.o 4.1 '" ... .., e.o ... ... ... .., e.o ... ..., e.o ... I.S .., ... I.S I.S ..4 t.2 ... t.2 1.0 ... ... ... u ... ... .., ..., ... 1.1 1.1 1.1 ..., ... ... ..., ... ..., ..., U 1.1 ... 1.1 ... ... ... ... ... ... ... ... '" ..., ... ... 1.1 ... ... ... ... I.S 1.1 1.1 ... ..., ... .., e.o e.o ~ ~ ... 1.1 1.1 .., .., ... 1.1 a.' 1.1 . , \ ~ , , \ > W > W a: (!j ::) ~ en <C ~~ o z ~<(<( _ ooz :c - ow- ft a: 01-5 .... .A c I-::I: 0: ..".. ~ < ~ <( ~ 11II: Z 0 U. () a: -== CO 0 ::I: :;:) ~ 0.. ~ <-' > 0 ~::I: 0 o <C CJ) U.~z~ ~ m ~ ~~~ > a: CJ 5~8 :c 0 0 ~~tu W m m woffi <-' a: E~~ c <c <(go W:J: n1-1 a: ~ c 6: . :J W CI) a: a.. ","II'U'" .........,' yo. CARo/"'#, ..'" r"\,\:)"\ .................. / A. " :-,~ .... .'.. 'V-, ~ ~ -,/ ..' ...'<f ~ ~ .... GENERAL .... ~ : * ! ENGINEERING Be \ * -: : () : ENVIRONMENTAL: Z: -1"'1' ': 0" ": :;0 '. LLC : ,- : ....,.).. '.-" t ~""" No.C02649 ....:iV $ ~ /(1 ...,.,. ....... ~ $ " <<11'(' .,......... y..O ..... '#,#" OF' AD"' "..,.... "'''''"',,, DATE JANUARY 5, 2005 lAST REVISED SOUNDING LOCATION AND DEPTH RELATIVE TO MLW APPROXIMATE EDGE OF SHORE LINE DRAWN/CHECKED MAC/JTW APPROVED MAC GRAPHIC SCALE 0' I 30' I 60' I l ~ e c c c t C ~ ~ tee C C e e c c e c e c c e ~ c ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ c c , t , ~ C , , , ~ ~ t , ~ e ~ ~ e e e ~ ~ C ~ ~ ~ ~ ~ ~ !l ~ i: i: ~ ~ ~ ~ ~ ~ , c , e c ~ t t tee e c e e e e e C C e C C ~ C C c e e e ~ ~ ~ ~ ~ ~ C e e ~ 1l c c c c , c c c c c e e c c , , c ~ e c ~ c c , , , c , , e C ~ C C e , e t \l " '. " " 'It, " "',., """ ...., "'" '-" \ \ \ \ \" \ '\ " " " \ '\ \, r- " ...... " ... ~\'- ~'\ ~ ~\ "'t-\ ......." \ \ \ '\ II" '\ , '\ \ , '\ '\ '\ "\ \ , \ \ '\ \ '\ '\ '\ \ "\, It,_ , , \ '\\ '\ II", , " " \ -t,.. '\ \ -9 MLW = 41,754 CU YDS \ l' OVER DEPTH - 14.626 CU YDS \ TOTAL = 56,380 CU YDS \\ , "~.. " " '. " " " " " '. -"t '. " " " " " '. " ",..", " " 0." 0." . 1.1 e.o ..., ... ... ... ... ... ... .,A .,., ... .,A ... .,A ... ... 'A .,A ... .,A .,.. ,.I .,A ... .,A ... .,.. ,.I .,.. ,.. ,.. ,.., .,.. ,.. .,.., .,.1 .,.1 .,.1 ,.1 ,.- .,.1 .,.. .,.. .,.. .,.. ".4 .,.4 .,.1 .,.1 ,.. ,.. ,.. .... ,.. I ,.. .,.. .,.. .,.. .,.4 .,.. ,.1 'IA '1:1 ,.- ,.. ,.. .,.. i 11 ,.. ,.. ,.t ,.. ,.. ... ... ~ ,.I ... 1.1 U 7.' .,.1 ,.2 .,.1 .,.2 .,.. U .,.2 ... ... ... ... ... ..., ... ... ... ... ... ..., ... ... ... ,.2 7" .,.., .,.. .,.1 .,., .,.1 .,., .,.- .,., .,.1 .,A 1.2 7.1 .,.. .,.1 .,.1 .,.. .,.1 .,.1 .,.. '" .,.. .,.. .,.. .,.. .,.., .,., ,.. .,.. :.' .,.. ,1 .,.., 1.1 .,.1 .,.1 '" ,.. ,:1 'IA ,.1 ,.. ,.. ,., ,:1 ... ,.. .,.. ,.. ,.. 1." .,.. .,.. .,.. .,.. .,.- ,.. ,., ,.. t!, 4.1 ... 7.' ... .,.1 ... ..., .,.. .,.1 .,.1 .,A ... ... ..., ... ... ... ... ..., '" ... ... ... ... '" ".1 ,.. .,.1 '" 1.1 '" 1." '" .,.. 1.1 .,.. .,~ .,.1 '" .,.. .,.. ,.. .,.. .,.. .,.., .,.., .,.. 1.1 7.1 .,.2 .,.2 .,.4 .,.. .,.. .,.. ,.. 1.1 .,.. .,.1 1.2 .,., .,.2 .,., .,.1 .,.. ,.. ,.. ,.. .,:1 ,.. .,.. .,.. ,.. 1.. .,.2 .,.. 7.4 1.1 .,.. .,.1 .,.. ,., ... ... 4.1 2.1 ( IN FEET ) 1 INCH = 60 FT. REVISIONS NO. DATE ISSUED BY PPRV'D BY 120' I SCALE AS SHOWN PROJECT NUMBER ROWB00204C SHEET NUMBER DESCRIPTION CP-21 OF 1 ci ~ ~ 0:: :::l Vl 0:: o 0:: !:J z (3 z w w j; Lo.. o ..J <( W Vl o w Vl (/) o ID ::E w ci w Vl <( 0:: <( o z <( W 0:: ~ <( z ~ en ..J <( Z (3 0:: o Z <( ~ z i2 <( W ID (/) (/) ~ Z :::l f- Z w ::E :::l () o o Vl j; Lo.. o r Q. o () W :::l I:!: ci ::; :; <( f- o z !:2 (/) j; / CROAT AN NATIONAL FOREST BOGUE SOUND Vicinity MCQs Bogue Sound Bogue Sound CORNER NOT FOUND DUE TOACCE$S ctWML N/F' Alton R. Rouse P .I.N. 6305.03-44-8635 WATER EDGE OF CONCRETE AND BlOCK BULKHEAD WETLAND MEASUREMENTS NOTE APPROX. HIGH WATER UNE WETLAND AREA "A" - WETLAND AREA "B" - WETLAND AREA "c" - WETLAND AREA "D" - 1,701.20 FT 8,041.62 FT 18,235.43 FT 991.60 FT E.C.M. ACCURATE 404 WEltANDS CERnFlCA nON FOR USACOE SURVEY APPROVAL "This certlfl~s that this copy of this plat accuracy depicts the boundary to the )Jrfsdiction of Section 404 of the Clean Water Act under the present lay and regulations as determined by the undersigned on this date. Unless there isa change in the Jawor our published regulations. this determination of Section 404 )Jrisdiction may be relied upon for a period' not to exceed (5) years from this date. This :::;;OtlQ/l ~lng the 1987 Corps of EnglnMl'S Wetlands Dellneotlon lAanuol." (Date) ~"/f-fJS' ~ N.C.G.S. STATION "WATER- NAD. 83 COORDINATES N- 355.885.791 FEET E- 2,603,013.715 FEET z z q ~ ~ ~ L. 90.00' West p rOn Al.so /(N~ 9 0 f S ~ S/kF:s Onders -z ~HATTk Creek ~... -z .....z 1S Lr-.. . 01 ~ (JI -""" n,,-,. 8.... :"".... 8' c", ClDZ vry -0118 ~ .... co . t.I .(,11. ~ - -c", c", 8U! ~ - -. ~ ~ -~ - Z I~ ~ J~~c", c... l: "'8~~z -t~ . 0 Z - 01 CII fIi s: - ~z .... ISOLA TED WETLAND 11 = 28,272.57 SOFT ISOLATED WETLAND 12 = 1,761.02 SOFT ISOLA TED WETLAND 13 = 22,564.73 SQFT WETLAND AREA .C. TOTAL UNEAR FEET = 18,235.43 FT SEE SHEETfO03 & 004 FOR DETAIL WEllAND MEA -c:- WEn.AND MEA -c:- APPROX. HIGH WATER UNE . ... ~ . t.> ...... 1$~ ~~. 201.90' en - S 48"39'39"[ ..., "i - c", ~ cJ) ~ i- o ~ APPROXIMATE CENTERUNE OF SANDERS CREEl< Bogue Sound Legend E.I.P. EXISTING IRON PIPE E.C.M. EXISTING CONCRETE MONUMENT E.I.R. EXISTING IRON REBAR E.P.K.N. EXISTING P.K. NAIL E.RR.S. EXISTING RAILROAD SPIKE E.A. EXISTING AXLE S.I.P. SET IRON PIPE S.C.M. SET CONCRETE MONUMENT S.P.K.N. SET P.K. NAIL ~ CENTERUNE Ff./W RIGHT OF WAY R RADIUS A ARC M.B.S.L. MINIMUM BUILDING SETBACK UNE S.F. SQUARE FEET M.B. MAP BOOK D.B. DEED BOOK A.E.C. AREA OF ENVIRONMENTAL CONCERN HARBOR BAY WETLAND SURVEY DRAWING LIST APPRC))(IMl[ ~cd SHEET# 001 SHEET# 002 SHEET# 003 SHEET# 004 SHEET# 005 N/F' HVMP, LLC P .I.M. 6305.02-96-1604 WETLAND AREA, " A" TOTAL LINEAR FEET = 1,701.20 FT SEE SHEET#Q02 FOR DETAIL S Q:- - ~ o ... ..s ~ '" ISOLA TED WETLAND #3 ENCLOSED AREA = 22,564.73 SOFT (APPROX. 0.52 ACRE) SEE SHEET #005 FOR DETAIL ~ ~ - N '" NOTES: 1.) REFERENCE: D.B. 820. PO. 354; NCDOT PROJECT BOOK. PO. 281-283; AN UNRECORDED PlAT BY POWELL SURVEYING COMPANY ENTm.ED SURVEY FOR STEVE STROUD, DATED MAY 10, 1985; AN UNRECORDED PlAT BY POWELL SURVEYING COMPANY ENTITLED SURVEY FOR STEVE STROUD. DATED MARCH 1. 1985; AN UNRECORDED PLAT BY J.P. MCLEAN ENGINEERING ASSOCIATES ENTITLED PROPERTY SURVEY FOR E. STEPHEN STROUD. DATED MARCH 5, 1986. 2.) TAX P.I.N.: 6305.02-55-4828. 6305.04-84-1254, 6305.02-65-1855. 3.) FLOOD ZONES ON PROPERTY ARE ZONE x, AE(El8). AE(EL9) , VE(EL10), PER F.I.R.M. 37206305OOJ. DATED JULY 16, 2003. 4.) THIS PROPERTY IS SUBJECT TO ALL EASEMENTS, AGREEMENTS, AND RIGHTS OF WAY OF RECORD PRIOR TO THE DATE OF THIS PLAT. 5.) THIS MAP REFlECTS NEW RIGHT OF WAY SHOWN ON NCDOT PROJECT BOOK. PO. 281-283 AND LOCATED NEAR THE NORTH WEST CORNER OF THIS TRACT. THIS PROJEct ALSO INDICATES AN EASEMENT FOR DRAINAGE NEAR THE NORTHEAST CORNER OF THIS TRACT. THE TAIL DITCH EXISTS BUT THE E'ASEMENT AS SHOWN ON THE REFERENCE PLAT IS NOT POSSIBLE TO LOCATE. 8.) BOONOM'( SURVEY INFORMATION IS TAKEN FROM THE BOUNDARY SURVEY DONE BY "PRES11GE LAND SURVEYING P. A. DATED NOVEMBER 9. 2004. 501 W. B. McLEAN BLVD. CAPE CARTERET -SWANSBORO, N.C. 28584 (252) 393-2129 1.) ADJOINER INFORMATION FOR THE WEST SIDE OF PROPERlY STARTING AT N.C. 24 IS AS FOLLOWS: RALPH C. RUSSELL P.I.N. 6305.01-36-8160, DEBORAH H. SWAIN P.I.N. 6305.01-35-8951. DAVID J. LEONARD P.I.N. 6305.01-35-9883. RICHARD P. BAYLISS P.I.N. 6305.01-35-9687, 6305.01-45-0407. 8.) EXISTING IRONS AT AU. CORNERS UNlESS OTHERWISE NOTED. NO CORNERS *ERt SET OR FOUND IN CREEKS OR BRANCHES. N/F' Sue Bullard P .I.N. 6305.02-76-3.489 E.I.P. IN CENTERLINE IIIII~ OF DIRT PATH AND OLD Drrc COVER SHEET WETLAND AREA "A" WETLAND AREA "c" WETLAND AREA "c" WETLAND AREA "0" State of North Carolina Craven County I Jock P. Huddle, certify that this map was drawn under my supervotlon from an actual w~tland survey mode under my supervision. This map was prepared in accordance with G.S. 47-30 as amended. Witness my 9rtolnal signature, registration number and seal this '7 rl-l day of rp4~ ,2005. & "8" (PART -1) (PART-2) & ISOLATED WETLANDS ~,"R~_'~ ~'^~ o~ :-:..... f~v~~"...1f\. - 8EAL . - .. - ... : 1,1772 ; \'!:.~~ I ~ ,.~~ ~ '" *" -',J. ~.. t1J 4~~~ /ck P. Hud Ie RlS L - / 772 Registration Numb<< 200 0 200 400 600 ~ I I I GRAPHIC SCALE IN FEET __.c..._"-_'.'" o lAJ ~ (k: 0- 0- <( lAJ ~ o (f) Z o z (f) ~ (J 0- ~ 0::: u (f) lAJ o o z ~ ro~ !ij f'. ex) YJ L()N~ ~ -- N ~ 8J~~ lij ~ f") _ <( .. f") ~ O:::Z~ ~ OO:::N ~ WLO ~ .mN ca:q~ ~ (LW Z >- W ~ :::> Ulo c:- O-~ I- ZEWCS W c:( Q) c: co W ...JE~N J: J- Q)!! u CJ) W OCl) z m :> c: (I),. a: ::> m ~ ~ >-~-.5~ W tV_ > <( .~tV 0 al<(o~ - () ~ .- 00: al ~ <( J: PROJECT NO: DATE: 02/03/2005 SURVEYED BY: B HARRELL DRAWN BY: CHECKED BY: J HUDDLE APPROVED BY: J HUDDLE SCALE: AS SHOWN DRAWING NO.: SHEET 1 OF 5 CP-22 ... ,:: g, ;1 (" " t,n 'J E T r-... ttJ ./ VI 0> t: 'i o r5 I o ,. lO o o o ./ OJ It') N ",' Vi -Q '" VI :;) U1 W o <( ~ a; OJ "0 vi a. I ll: .... ~ Cl ll: l:l I ,.... o ll: ~ U1 "- W ll: X ./ t: 0> 'iij ~ I 'J) "1 !Il 0> t: 'i o o I o IX] ./ o o o ./ o ,.... o 'OJ' ./ ~ U1 a. I ll: ~ Cl ll: l:l I ,.... Cl &: t.) -Q '" Ul :;) !Il "- W ll: X E o IX] o o o I!) o o N N o '" o ::< t: o :::;; -Q ~ '0 0:: ui t: o :1- ~ ~ w o ll: <( I t.) U1 is ll: w !;t ~ Cl Z :;) o 0:: o IX] t.) "S o '" o ...J d> ~ "0 !Xi t.) I r-... t.) I o o o o ,.... o 'OJ' o I o o t.) .,:: '> U ../ Ul 0> t: 'i o o I o IX) ./ Cl Cl .5!- Cl r-... o oot ./ Vi .!i ii: REV. NO. EXISTIN --- DESIGNATED WETLANDS LIMITS 3: 1 SIDE SLOPE 12' -6" 15' CONTRACTOR SHALL EXCAVATE 40'X15' MAN MADE WETLANDS BASIN. REFER TO "ESTABLISHING EMERGENT VEGETATION DETAIL" THIS SHEET, " . -'l. ... . . .. , , , CONCRETE SPLASH PAD '" . ' " , ~ . " . . ' , " 'I. . \ :. .' . ',' ~. '. "... I I I I I L___________________________ FULL LENGTH STEEL WEIR PLATE l I I I I I ___J " 3' '.' CONCRETE INLET CHANNEL GROUNDWATER DISCHARGE I ARTIFICIAL WETLANDS PLAN VIEW 1/2" = 1'-0" 8" SDR 35 PVC GROUNDWATER GRAVITY DISCHARGE FROM GROUNDWATER PUMP STATION 6' RECTANGULAR INLET WEIR PLATE WITH SLOTED BOLT PATTERN FOR ADJUSTMENT ELEV. = 14,14' RECTANGULAR WEIR PLATE WITH SLOTED BOLT PATTERN FOR ADJUSTMENT ELEV = 13,50' CONTRACTOR SHALL EXCAVATE 40'X15' MAN MADE WETlANDS AND PLANT SUITABLE VEGETATION -1 r- 6" SLOPE EXISTING GRADE 3: 1 TO BLEND INTO DISPERSAL CHANNEL DISCHARGE WEIR WALL 4' TOP OF WALL - 14.80 ~ 6" SIDE SLOPE - 1 '~\ \--\ d " ..'111:., /,~<<<:~ ;g;~i~~)~~~':$;~~~~%~ 5' ", /,\,~~~(~y~":;;;~;~:~..;;> , <'~5\~~~~Y,~~~;~ <x/\y.....;<. / ',/\"v,,< ",' >-: 'A/.:>-:Y 4 Xl AWL =" '4,201<. ,- ~ " " 6" , " " . <1 ,3' ~ . , " ,~ " BOT, SLAB = 11,14' RESPONSE TO NC DENR COMMENTS DATED 4/19/2005 AI': 3" PEA GRAVEL CONCRETE SPLASH PAD W/ WWF T.O.S. = 12,90' 4 ~ 1 ' .. ~ ,- 5' CONCRETE SPLASH PAD W/ WWF T.O.S. = 12.75' 8" DI DISCHARGE FROM GROUNDWATER PUMP STATION 1'-9" GROUNDWATER DISCHARGE I ARTIFICIAL WETLANDS SECTION VIEW 1/2" = 1'-0" SEAL SEAL DESCRIPllONS R VISIONS 5/03/05 DATE (919)233-8031 AA0002667 EB0006691 www.mckimcreed.com 2' o WEIR PLATE 2" MILLED SLOT 6" 1/4" CARBON STEEL PLATE 45' BEVEL l~ CONCRETE WEIR WALL 6" L oj CD WEIR PLATE f2\ DISCHARGE WEIR \.V WALL SECTION '3\ INLET AND DISCHARGE \.V WEIR SECTION SEED AND MULCH SIDE SLOPES 3" DEPTH OF PEA GRAVEL FOR ROOTING EMERGENT WETlAND VEGETATION. SEE SPECIFICATIONS FOR PLANTING REQUIREMENTS. 2' 3/8" x 3" SS HILT ANCHOR BOLTS (TYP,) '1 "J ~~} 1 /4" x 6" x 36' CAR 80 N STEEL WEIR PLATE " ,~ 'J \7 '1 \7 'J CD t t CD PLAN WEIR PLATE DETAil NTS l' -3" SPACING (TYP) BOTH DIRECTIONS \ ' ROOTED EMERGENT WETLAND VEGETATION (SEE SPECIFICATIONS PER SPECIES COMPOSITION) , ; \ i' I \ Il' 1\ ,1\ \ I[ 'I 1 ' I.. \11 / / \\)I/~;> / K I \" 1 \' \ \ \ !. \ \ \ \, ~ , '~~~ 3" DEPTH PEA GRAVEL (3/8" DIAMETER STONE) '/ 'y / y'/~ "....;/ /", ',~// "//<' 'oJ,~ ,,/ /. "-.:' '~',/ /~"~///...... "~ /, ',' / /', / ",- ,,< ' / / ~ /)0")):..."/'-'''-;'- y......'.:::y<<..;'>:,,";->:::)-'<..,,'/",..<> <",/ ",'", .. ,......" "',.. T // '/ '/// //)/ /),/ /)/ '/// ~/ ///' '// ';/ /~//// /../ // ,/, '/ / , ...." " .... /<'/'/.....~'-,,/'-"..(/'..,'-//,".,//'-"...::.'<"....,/....'< "</<'..,,/:,,.',,//,,' //,'< ,.'.., ',' ' ", ~ ~,~, ,\",,~,",,'~'\.'"'''''' ",,',""'" ,,,,, "", ~/ '... y/',y :-..,,/"/'-.. >>,-,y: ",) .....','/ '/ ,//:. >/;< <', ::/.. / .' / , " '.. >-<'!:<!<0:v ~'.:':<""',<<",,<kv /X/.....<//'-.."-(/;</.. '<:j",....../ <..~' " , ~ ><,< '.. EXISTING SOIL :/>~'v>-..>/>,'/>,"/;"'" " /,>,'-..;';..<>,>- ""/" .....>':-. '-../", ...../'-.. "'.>';.. '-/;' '/;;, ,",/ )'-..'/;'-.. / /~//,/ / ' ,. , / / / ESTABLISHING EMERGENT WETLAND VEGETATION DETAil NTS EXISTING DESIGNATED NATURAL WETLAND .. , '\\1 MATCH EXISTING GRADE UPSTREAM OF EXISTING WETLAND BOUNDARIES. NO DISTURBANCE WITHIN EXISTING WETLANDS IS ALLOWED 01) 09 6 S ARTIFICIAL WETLANDS AT GROUND WATER DISCHARGE APRIL 2005 M&C FILE NUMBER DATE: SCALE CQ110 MCE PROJ. # 4070-0001 DRAWN ROM HORIZONTAL: DRAWING NUMBER DESIGNED CAT AS SHOWN CHECKED KCE VERTICAL: C -1 8 PROJ, MGR, KCE NA CANNONSGATE AT BOGUE SOUND WASTEWATER TREATMENT PLANT STATUS: REV! SION R. A. North Develo ment, Inc. Carteret County, North Carolina FINAL DESIGN NOT RELEASED FOR CONSTRUCTlO 'V / I ''',- "'-;:c:;::..".. \ \ / / ""-, -..,. I / CLEAN OUT (TYPE 1) ~V. ELEV. = 10.0' I I INSTALL NEW MONITORING WELL #4 (SEE DETAIL SHEET> 0-5) -I o tf)~ c~.->o \~><~ ~~ .. C>~ rTl-l 'fT' :;;0 , , , , , , , , , , , , , , , , , , , , , INSTALL NEW MONITORING -- --- ----- ----- J............... .:t N: ~,- / ./' ./ " ./ "/' /' / CLEAN OUT (TYPE 1) INV. ELEV, = 10.0' I / / '-.... '-.... '-.... '--- "- "- '" '" \ \ \ \ / / / / / / / ,j I I I / / / /' ,/ ./ ./' ./' ------ GEOBORE 3A --- s WETLANDS 8" PERFORATED PVC GW CD (ZONE 1) "- '--- "" '-.... '-.... /' /' ./ ./ ./' INFILTRATION BAS1N #3 X. WATER SURFACE ELEV. = 17,5' (1.80 A POND BOTTOM ELEV. = 11.0' (1.31 AC) (SEE SHEET 0-6 FOR SECTION) ....... ----- ---- ----- 6" RECLAI ED WATER L 6" PERFORATED PVC GW CD (ZONE 2) CLEAN OU INV. ELEV 4' x 4' PRECAST CONCRETE INLET STRUCTURE GEOBORE 38 S ,I a: ~ .., .; ~ I I"} j; '- 0 .0 '- 0 .l: / III u. W ex: x / c '" ';;; Q> 0 I <0 00 / III '" C .~ 0 Ci I 0 00 / 0 0 0 / 0 ..... 0 .... / ~ Q> - I I"} j; ~ 0 0 '" .0 0 0 ? .l: III Q> '" .., 0 Q> ,; III I :::> ..... ~ co / w '" ex: '" X <: '~ E 0 Q. Cs I"} I I"} 0 n co ./' -0 <0 0 If) 0 0 :3- 0 Ol N Ii') N m / N ii. Vi <( 'c: "0 4> U. '" :::> -u l/l ~ w 0 <( 0 ~ 11: --, Ii \ \ 1\ ------- PIPE LEGEND PVC RECLAIMED WA TER LINE CLEAN OUT (TY E 1) INV. ELEV. = 1 .0' SOLID PVC GROUNDWATER CONTROL PIPE (GW CD) ~ 4' X 4~ PRECAST CONCRETE INLET STRU CAU TION: RECLAIMED WATER DO NOT DRINK PERFORATED PVC GROUNDWATER CONTROL DRAIN (GW CD) i 0\ :c ~ ~ ~ ~ ~ ~ Q. .. ,......,(1} (;; ~'T ~ - '! 0:: ~ ~~ ~t- D- o ~..-, '0..:$ I .. '! ~'i5.fi! ::!: -Slll""t:>C; 1 oo,~ I~CO ~~ ~ "'8 ~ ~ ...JCL,9-.d~ '-0:: lCl.oO::.gO o.~ I~Oo./ ~~ouv;-~~ .o5a::(f;"bo~ u~~~~~;> .hb~~~-V;-~ ~ ex: w / "'u. 'ijj U x 0:: C 'Iii W Q> ~i ~;S .*, ~ ~ 9 o .2' ~~ I -c;" <0 8 ~'Oj I :g "'~ 00 Q)<o/'Iii '" b J, ~ ~ ~ ~ .~ - - 1" , ~ ~.j J, ~ ~ ~ o ~~.i ~, Cs g' 8' ..... .S ~ ~ ? ~ 6 ? / :::> ~ ,- 0 c co '" VI ~ ~ ~ I iil ';i ./' 8- 8- ;:0....0/0.....00 069,c;o8.s.s ~~iilog6:3-r!-r!. g'0-;:::"8b"lXlRlXllXl "- 0 0/.....-;:::" o~~ ~ooooo'<t "'''' Ci .; :3- 8 ? g ..(, ,,= ,,= I.....O'<t../!!:.,~~ oo,...../~o ........ (IJ'<to" .....l/l00 //?!!:.,l/l 0 0.. I I 00... ",l}?t-iiliil o ~.'= "" z./'/ O<fl a.g:!!:.,....<o<o /0 III .-:s: ....J 0 0 R z 8. -Eo o't 25 8 o ~ a: 0 ~ " ::!: ./' / 1 RESPONSE TO NC DENR COMMENTS DATED 4/19/2005 .... I I "'I I 01 I en 01 REV NO .(,'~~<O""'lf)coIi')LlJ " lIlOOOOOD~~ ..~~::~::~........./ ~oo<.>oo()ViVi u. 2" SCH. 80 PVC SUMP DISCHARGE LINE \ \ Wt:TLAN DS n50981 40' 0 40' ~ I SCALE: 1"=40' (Horiz.) ~ 7 CANNONSGATE AT BOGUE SOUND WASTEWATER TREATMENT PLANT SEAL DATE: MCE PROJ, # DRAWN DESIGNED CHECKED PROJ. MGR, APRIL 2005 4070-0001 WHL/BT BTW KCE KCE SCALE ~ .~M2Kll\1&CREED --- 200 MacKenan Court, Suite 200 Cory, North Carolina 27511 Phone: (919)233-8091, Fax: (919)233-8031 AA0002667 EB0006691 HORIZON TAL: R. A. North Davalo ment, Inc. Carteret County, North Carolina 1" = 40' VERTICAL: INFILTRATION BASIN #2, 3, 4 GRADING PLAN, 6" RECLAIMED WATER PIPING AND GROUND WATER CONTROL DRAIN NA ('T A TUS, 5/03/05 DAlE DESCRIPTIONS R VISIONS www.mckimcreed.com 80' I M&C FILE NUt,1BER CU101 DRAWING NUMBER C-16 "'.." ) M o (:l.. ~ >. .0 U o 10 o ..... .... iU i3 .!:P '" iU o ~ ~ -------.,--- 00 ..... o z ::::> o en w ::::> ~ o OJ "-.\ "- - - ( """'- - "\ ) " / /' ----- - (r- 1 ~c $1 - -.!::::: ' c ~. - ~~ - <co ~ ~" ~ - <9' \ , ' ' \' \ ,\ \,/, ' , , '~"" , . . . . . . . . , , , , . . . - '1""""""".-, , , , , . . . . . , , . . . . , , ' , , - , .- .- '-.-'.- .- /..'- ' , , '-.-'.- " .- ::.1 / ICWW CHANNEL I MARKER "R-32", 01 , , , , , , , I , I I I I , , , , I I , ~-- I ------ I --------, - -PAePeSE&- --J -~~- --- --, ------ J --- --- -1 E.C.M, -- If)~\ ~" 0- _ . ~ : !:} lis \ eV' \ ~: \ tt;f . ~' -_ fO 0,' \ . br ' 0' lis \ I~ - cv Ii ::::' \ f::I' . ... ..1_ =----..:: J_ - -- -----.. -- --- --- --- --- .----.. --- --- - -- - .----------- - -.---. .- -- -- --- --- - --- . . OLD WIRE FENCE ALONG LINES f{15.47" -. . --- ..---, --- . -- - , --- .----- --- --- --- --- --- I il ~I TRACT Sou NDARY LINE ". ~ ~ \ Z . · E.I~. 4( . :J 0 J: ~ \I.JJ ~ I&.~ ~i \% 4(0. z:J ;~ f!!Fj I~ 5' \~ .q- ~ ~ g ~ \~ ...J ~ ~ SILT FENCE I _ ClIlNRIL _ INSI"AI.lA1lON PROCEDURE 1. EXCAVATE A ntr --.cH ~ WE LOWER PERIMETER OF THE Sl1E. P fIIICE FUIIt ~~ AND POSI11ON THE POLES 2. ~~ ~~ .... Of THE TRENCH. 1HE r-= CIaO THE UNDISTURBED BOTTOM 3. LAY THE TOE~ ~, 1HE _ lItO TAMP THE SOIL OF THE TREIICI&. __ .- WOOD POSTS, SPM:IG TO SUIT CONDIllONS ~ o ..... 10 o o N --- \0 N --- 10 00 ~ ..... t;I:I ~ o , ~ o -on ~ "0 ;;.. t;I:I !Xl ~ ~ I 10 "d" ..... V o ~ ~ t;I:I ~ ti; Legend EXIS11NG IRON PIPE E.I.P. EXISTING CONCRETE MONUMENT E.C.M. EXISTING IRON REBAR E.I.R. EXISTING P .K. NAIL E.P.K.N. EXISTING RAILROAD SPIKE E.RR.S. EXISTING AXLE E.A. SET IRON PIPE S-I.P. SET CONCRETE MONUMENT S.C.M. SET P K NAIL S_P.K.N. CENTERLINE i/w RIGHT OF WAY R RADIUS ~ B S L ::"'UM BUILDING SETBACK LINE "", . . SQUARE FEET S.F. MAP BOOK M.B. DEED BOOK 0.8. MEA OF ENVIRONMENTAL CONCERN A.E.C. ":,-:--:::'-:,':'-:::':-:':':':',::':":"':"",,:--:,,:--:,,:,,:,,:--:::,,:.-:, 404 WETLANDS (WllH MARSH) \-X"', )C/\, ),/\0 '\,/"( Y ~ B~\.JL ~ LIMITS OF CAMA VEGETAOON LINE --------- MARSHLlNE NORMAL HIGH WATER (NHW) ~TREE LINE _ - - - . . - 30' CAMA SETBACK NWH SECTION A 100' \ 200' I 300' I 1O(r 50' 0 ~ SCALE: 1" = 100' _____75'AEC UJlOIIll SOL 2'(MIN.) J - 575' ORW _ - PROPOSED RIGHT Of WAY _ - - - - - - PROPOSED LOT LINE - - - - - - - - - EXISTING CONTOUR PROPOSED CONTOUR - TOE-IN ME1HDD JOINIC SECTIONS OF SILT FENCE DETAIL SILT FENCE N.T.S. LAYER :g Cl N ER: D-100SCALECP @ U ....I ....I 0- ~ U W l- I u ~ <( en ~ -, LL o I- Z W en z o u o z <( z o Ci.i en ~ 0:: w 0- Z W l- I- ii: :s: o w en en w ~ 0- X W w :I: l- e> z Z ~ IXI o I- en 0:: u:: I- ::> o :I: I- ~ ~ 0:: ~ o ~ X I- >- Z <( o I- o W z e> Ci.i en <( w IXI o I- >- W :I: I- W 0:: <( 0:: o Z ci w [ij o en !;( :I: :s: 0:: w Z z <( ::a: 0:: o ::a: 0:: o u.. >- Z <( ~ o w a: o u 0:: o o w e> z <( :I: U ci w u ::> o o 0:: 0- W ~ W IXI ~ b z w 0:: <( en z ::s 0- w en w :I: I- en z ::s 0- w en w ::r: I- ~ en I- :I: e> ii: ~ ~ W 0- o 0:: 0- ~ W :I: I- o o z <( I- :I: C) ii: >- 0- o U ~ Z o ::a: ::a: o u en !:: en w ~ w en w 0:: ~ en en w 0:: 0- ~ en 0 ~ 1.0 ~_:~:~ I- ~ I- Lri ( ,:::,..::::::_.::J ' z C") w 00 c..,:) a> ~i,~ ~ ~ ..... a> ~LW x ~""'- Ln OCD $! ~'c'_-::--'> c:> z~ I- 0 c..:; 0 ~"c:.1 ('"'-J OZ - lC) ~ ~ "-I U, _ct: Lri ~~ (J)~ = C") - 00 C.) -.,. >.....1 a> .. - c..,:) :"'J o~ ~ a> ~ ---, J!! Cf) f:II: ~ ct: C C") 0 0 to () I"- fn N (.) :z - .L:. =- Cl '0) as C 0::: . c:. ~ 0 N .... J!! '5 C/) 0,) ~ "'0 0 . 0 0 3= c:: Q) C> 0 ~ 1.0 L- (J.) c.. o - (J.) > (J.) o . (.) C - ...... C Q) E a. o - CD > (J.) o ..c: t o Z . <( . 0:: . ""C () 5 :z o~- Cf) ~-E :::J Q) 5-0 ::J CD ~ C)O:::~ O~(J.) ~ 'E~ CO Co ci Q) a.. :2 CO <( ~ C)~~ (/) <( I- c:,,~ O\"JCO c: ,-0 c: .~2 CO co:2 () ~~ DATE PROJECT: RAM-04145 05.09.05 REVISIONS: DRAWN BY: Kl,SS CHECKED BY: LZ CONTENT: PHASE 1 WESTIPHASE 2 SOUTH ENLARGEMENT PLAN CP-5 ~ u W l- X U 0:: <( en ~ o -, -------~-------- ---- --------- c;; ~ '0 ~ I '2 If) 5 ~ .. 0 .<: / (/) .... W 0:: X / c: '" ';;; III 0 I <<> 00 / fIl '" c: '3: 0 0 I 0 00 / 0 0 0 / 0 I"- 0 -t / ~ ~ I tfl .0 :.:> 0 <> '" ~ 0 0 ;;- .<: fIl <l> "" 'U 0 III f fIl I ::;) r-- fIl 00 .... -;;; W 0:: '" X c: 'ji E 0 a. 0 0 I -t 0 r0 0Cl / -0 <0 0 0 If) ;3- 0 0 en N If) N m / N Iii a. <( '0 .. <l> .... II> ::;) -0 V) ~ "-' t:) <( 0 :;!! a: i 0' :e r--"""I 3: ~ ~ ~ ~ Q. >. ~~ r- CD ~ I Z - ~c:: ~ ~ ~ ~t- 0- o ~ ~ '0. S I .. ~ ~'o.~ ~ ~~"O"Ee"a:: I g,zui g,l"-lt~ .3~'~<oI~ ~ii: a.~,o..,~58~ ~a~"/ IV) ~ ~ ~ ~~ LOO b <<>OC::(f)W c:: UU:;~~~;S~ \....V1O:://<: ~ ~ ~~,~~.~ UXC::C:;;;WIII ~I -c;- ~ ,~ ~ ~ 'T 8 ,~ a.~ J,-C;-lS o (I)'iii 100 "'/ a 0 (I) <o/'iij II> r--lOoofll(l)'" o (0 I ,/'" ~ 0 .s ~ ;0: "f ~ lS g. '3: J, ~ ci ci ;; ~-;;; '3: ~ ~ 0 g' g' ~ ,S go ~ 'T ~ I ;;-? ::;) ~ ,- 0 0 c: 2 (IJ II> ~ e ~ I 00 '3: / 8- 8- ~o'-o,/"'o-oo c36'T~;;o8~~ -;;;~2;; 8 6 ;3-,U, ",~/a/lDOlDOO .S 08 ~8 ;3- R ~ :; -;;; -;;; ~ aoo'l" "'''' o -6" ;3-:; ? g -:':' ,<;; ,!; I I' 0 -q- ., /~ ~ ~ o~b~~~(/)OO ~/~~V1 0 Q. I I ;;~~. ""I:)- ~>- 2 2 a ~c: "Z// a(/) 'Q.g: ~<( <0 <0 /0 V1 .- 0; ...l 0 0 R Z 8. -Eo 51:)- 88 a~a:o~'O~// -t I 1,\101 I~~ -:':~~<ol"-lf)ooNN (/)oooooo~~ ~~~~~~// ~5505o5ciiUi i.L /'" REV. NO, ARTIFicIAL WETYANDS DISCriARGE ~. / I 1 I dJ' ~\ '" '*, ,\i , '\.., ; / , / , / 'v / " / 8" 90. MJ BEND , ....,", , / . 6" 90. MJ BEND "X /1 , '., (2) CLEAN OUTS (TYPE 1) , I INV. ELEV. = 10.0' " '" I , I , "1 ,," \ '~'INSTALL NEW i \ MONITORING WELL #2 (SEE DETAIL SHEET 0-5) N .,. .,. .,. .,. .,. / / :0 I " '" o " RESPONSE TO NC DENR COMMENTS DATED 4/19/2005 --------- --- ---- ----- ,/ ,/ PIPE LEGEND " SOLID PVC GROUNDWATER CONTROL PIPE (GW CD) WETLANDS PVC RECLAIMED WA TER LINE .,. .,. .,. .,. .,. .,. " 90. MJ BEND 2" SCH. 80 PVC SUMP DISCHARGE LINE .,. 6" 45. MJ BENJ (2) CLEAN OUTS (TYPE 1) INV, ELEV, = 10,0' 8" PVC GW CD (ZONE 2) --------- .,. ---------- PERFORATED PVC GROUNDWATER CONTROL DRAIN (GW CD) .,. .,. .,. .,. / ~;/' / ~ ~<;<,. . /~/, ~// ,/ ". , .! ~/Y ~ .. '~ /'\ >;7 / ". ". ",.' ---- " .,. ,/ ,/ ,/ ,/ ,,/ ,/ ,/ \' ) ,/ ,/ ~,,/: ~ ,/, .. , ,/, , .. I a" 4' x 4' VALVE VAULT (SEE DETAIL SHEET D-5) .,. 125' TO MAX WA TER " SURFACE! .. CAUTION: RECLAIMED WATER DO NOT DRINK ~ RECLt\IMED WA "1/ I / / / / / / / / /, / , X \ ' VALVE VA U L T / / -SEEOETAIL SHEEJ /0'-7) ,./ 6" PERFORATED PVC GW CD (ZONE 1) VALVE ~ ~ .-/' /; 6" pve POND 'DRAIN LINE ,./ .....< - ,./ / " " " " " " "c " o \ / / / / / / / " / \\ ~ ~ \^ \ "'" \>"'" \ ""',,--- . \ '----.. '----.. \ \~ \ ,~ \ \ " \ \ \, \ l I / " \' \ \ \' \ \' o t \ TYP E 1 EL 'IV. 10.0' I I '.,-INS'TALL NEW \ MONITORING WELL #8 \ (SEE DETAIL SHEET \ 'D-5 \ --- /'" ,./ WETLANDS..---- - - 4- - -- 050963 40' 0 40' 80' ~ I I SCALE: 1"=40' (Horiz,) '-... \0 \ \ \ \ \ M&C FILE NUMBER APRIL 2005 4070-0001 WHL/BTW BTW KCE KCE SCALE CANNONSGATE AT BOGUE SOUND WASTEWATER TREATMENT PLANT DATE: MCE PROJ, # DRAWN DESIGNED CHECKED PROJ, MGR, CU 101 SEAL www.mckimcreed.com HORIZONTAL: DRAWING NUMBER 1" == 40' C-15 R. A. North Davalo ment, Inc. Carteret County, North Carolina VERTICAL: NA INFILTRATION BASIN #1, REJECT POND GRADING PLAN, 6" RECLAIMED WATER PIPING AND GROUND WATER CONTROL DRAIN CT A TUS, RE_"," ) (919)233-8031 AA0002667 E80006691 5/03/05 DATE a: ~ '0 vi II> 0. a: I o ~ c...> / ~ w ~ x / c '" 'ii) II> a I (!) '" VI '" c 'i o 5 I o 00 / o o o / o " o .... / ~ (/'I II> 0. a: I o & u -0 II> VI ::> .... o '" o ~ Q.I Cl' o 1:: I I"- aJ / VI '" c 'i o 5 I o aJ / (!) o o :;. '" .0 N / Iii VI "- W ~ x E 0. <0 o :.i .,.., o .0 o o N ao N a. <0: :J .c t- -0 ~ -0 0:: 0;-0 30 Q.I '0 ell i ~ul::) .c 30 a.. VJ ~ '!ri:~ ~........, g>t- <( >. ~ en ,- :: :::; CD '! ~ '5:~-. N~~"E()~ c...>Z,-=O""30 .;.;~.J, '1~~ :J I J:; ~ a:: .g ~or- L.........UO .3~.8<3r;;'.ri ~Or;;'l:io o;~.c,,-a::~ ~(/')r;;'WX<3 'O"-"-~// NWWXC(/) c...>~Xa::~,q>,,- I x ",VI W ;; ~ ~ 'Iii ~ ~ 8 .~ ,~~ J, ~ R ~ ~ J, '",~ ~J,J,,"~~- 0<0 [X) ~.'= I ~ ,!,-O;-;;;s~~g, ~ .~ ~ ~ 0 ~ ~ (/'I ~ 'i 5 6 g>-O; ~ ~ ~ I (D 'i ~ :=000/00 <366,";;01:: -;;;,",";;86,!. "'~_8/aJaJ ,~ 8 0 / ~ -;::' -0; 3000000 '" ~""""";;""'VOC: 9 ~ ~ ~ ;;j:;. '~ o~o~~Ro CD/"'~VJOI -;::'..-(. 0......0 Ot!!,~O'II /OC) o S a:: Iii/ :;.:g ~ '5:~ ~~ OZi'OOo8 t;~I'")Oe;C3/ ? l.e 'i' I I ~ v;o~~b~~ ..;: o::[t::::~ .!1 c...> .c (..)(,) (J VI li: ----~~- --- N.,v~~<v<::;-<.. <::;<V~ <<0 s'\ ~~ ~0 ~,O " <<.0 ~~ ~. ~ ~. ~~-- O~ V~ .........-:~""'. . ,,4,..;.,'.~,.'..... ... ......-- / . "I'. .. / ,-, . .' . I ... :L It I .' : .. .. I.' / ' r) .." I.l I" ,,' I : /1 I / ----- / / \ ( 'I -- "- ----- ./ o 200' 400' '--- ............. " 060963 ~--{~ ~o / \ ) ~ '\ ) "'- --- ") ) ? -----... 1\ I I \ 'L/- I ) I / --------.. \ ) I 200' '--- / ) '------ ----- / ,-/ S~S C'RE~' ( / ~ ! ~ SCALE: 1//=200' (Horiz,) WASTEWATER TREATMENT FACILITY r "" ) /" '.t / "'- ---- ) -- ) ( / ~. / .' \,/~" --.r- ~ \ I ""- ---- ------ /,-4' ' \.1 - '-- ~ ~r~\'\ ~- If.. ;1 (~ '==-- ""- "----~ _....J ~ ,/ ------'------ '\\ ~ REJECT POND X \ " ','- r-i ./~ /,-- '---.. ~ ,/ '. '..... ,~ PROPERTY LINE ,.f "-'""'" '--- .-/ BOGUE SOUND / / ----- -- / / / / I / / ------ ------ /' / /' / / 2 RESPONSE TO NC DENR COMMENTS DATED 4/19/2005 ~/03/05 1 AOO NOTE DESCRIBING DISTANCE FROM DRIVEWAY TO INTERSECTION OF NC HWY 24 AND SR 1 4/8/05 REV.NO. DESCRIPTIONS DAlE ""- REVISIONS DATE: APRIL 2005 MCE PROJ, # 4070-0001 DRAWN SGO/BT DESIGNED SGO CHECKED KCf PROJ, MGR, KCE M&C FILE NUMBER CANNONSGATE AT BOGUE SOUND WASTEWATER TREATMENT PLANT SCALE CS101 SEAL HORIZONTAL: 1" = 200' VERTICAL: DRAWING NUMBER R. A. North Development, Inc. Carteret County, North Carolina C-2 200 MacKenan Court, Suite 200 Cory, North Carolina 27511 Phone: (919)233-8091, Fax: (919)233-8031 AA0002667 E80006691 NA PROPOSED OVERALL SITE PLAN ST A TUS: REV! SION FINAL DESIGN aT RELEASED FOR CONSTRUCTlO www.mckimcreed.com c;: ~ '0 ~ I' I"') .n (; -e o .r; / (f) u.. W ~ x / c '" 'iij " o I <0 00 ~ '" c 'ii o c; I o 00 / o o ~ o " o -q- / ~ ~ I t<) .Q o 1:> <; .r; -0 " l/l :J - o '" o ? l/l " '" o 1: I " 00 / l/l '" c 'ii o c; I o 00 / <D o o o / Cl II) N l/l u.. W ~ X E 0. o :.i - o II) o o N 00 N ci <( ::l .r; t- -0 &i ~ -0 a: ~-g '0 l/l v~vi::> ~ ~a.1 (f) ~'O W .0 ci>g:: ~ >.'~ :!: :::;: 1Il'~li1-. ...:"E~lc; 0~..... ~ .;..:J~~ :) 0 a::: "0 ~_00 0"/ I -'~~II) .(f)WO ~b~-;: '!~~~ u/"'~ Ie 'iii W C; .~ ~ ~ 8~.b~ R ,b ,. ,~ ~,. ~~ o ~,~ I .!.,~ ~ ~ ~~Ci~ ~06 ~ / I 00 'i ~~-;:::"~ 0/00 ~C;86 ",0/00 ,~~~-;:::" ~O 00 ~~?g 6?!ib" "~(f)~ _ Il.-q- 8,r~~ o Q.c-!!!. / 'a. ;: R"E~o 00(:1'0 ? I' 101 <ii~~2 ..";:Q:":: .!!000 1.;: ~ '------ --------- --- ~ - / /' I \ ( '1 ~ '--- ,...-...., ~,(j~~<VCo-<" Co<V~ <<0 s~ ~~ o~<<) ~,o <( --,~ ~. -" ~. ~~-- (j~..o ~ \ . /" ~, \ . \ J 1 J -,"', .~/ ' :F , , / l\ ( I \ v , 'jJ /~ ij of r;:J' -------- , , ...., ,\... " '- , .' / " , .-' / j ';~ .... / "', "-, -.:::;------- ..., /' ~" .. , ' . ' , ' , ~ ' . . ' . ",', -" ;' , ' - . " ' , \ - . - . \ 0'-- , ' , . ,\, ' ,'\ ~ . ,'1.' ' "~I/', ,', '., ,~, , , ' " . /.> '"-" / ,.' /'(....-r,~. i" ~/'.'" \.\ ~\ \ ...... . -" PROPERTY LINE .,,"<'. < . '.'x " / "--- / --. ~/ III ~ 050963 "~ ~o~--( 200' 200' 400' o SCALE: 1"=200' (Horiz,) BOGUE SOUND / / \ \, .-.- ---~ " ' \; "- '- / ! / _/" /' / / / SEAL CANNONSGATE AT BOGUE SOUND WASTEWATER TREATMENT PLANT R. A. North Develo ment, Inc. Carteret County, North Carolina EXISTING SITE PLAN AA0002667 E80006691 1 RESPONSE TO NC DENR COMMENTS DATED 4/19/2005 REV,NO, 5/03/05 DATE www.mckimcreed.com --- --- /' / / / " - "fJi:'" ,!iD,l' t~TLAi\i ~\i ~ ,1/,' , ' , 4I5~J\T!;: ; t:( / "", .., " ' . 'ii>~' '"~ / ~ ~ DATE: APRIL 2005 SCALE M&C FILE NUMBER MCE PROJ, # 4070-0001 eX101 DRAWN SGO/BTW HORIZON TAL: DRAWING NUMBER DESIGNED SGO 1" = 00' CHECKED KCE VERTICAL: C-1 PROJ, MGR, KCE NA ST A TUS: REVlSION FINAL DESIGN NOT RELEASED FOR CONSTRUCTIO it; .....--: ': ~ !~1 '" )S;1~~ft s @ ~~A '~ ~~I;;{~!i;i!"!',:fJ~~...~~""'! ~'\~}".,." "";!))"';;~""}""";";(: ""'. \f~~:/: r\~ ~ ~ /'?' ...~-.;.~~~...~. ,'X;;?'" ','. i;,;~:)/J ! " A ", 'T ... ... '7r_~'; T~7J ~ '~~:]fV~" ?!!:c';;,;, ',er}2 ,;!i:~';i'::.' , ~ ":-;?"""~'~"."'" :.,~~~::::.~~~.::. '.,. (;:: 1~~ """."~~)' ,.""":\,,., ~_i00'i' ..... .l>M(, ..... ',.. ~l1r~ ......' . ;'~A \ ~~, ii' ,',' ; ". " .':,~.:::::.:':::' .. .. r.::"':":::::':::'~~'''':''7::!,'''~'\',;lr '-'T} ! .,it \\.' . .'. ... ,.....' 7'",: ........ ......' ,.,' ,~,.;.~\\ ,." .' 'J """^ ...:~:.~: ':.:,:~:f"~' ~,'~,~~,~~~"~~,,:;"~.. "~.~:::~~~;j:i,~ ~'.f' ')~ j,.(j ""}~';.. ; .'" , , _ '.. ~ ..... 'l~ ....,... Sili:t. '''.' .~~ ..... .. ~ ..<.. ~ ::'.~:.~~::J .;c. V Q,), ,ii",.. ' I i): ," """ I \.. . ....J..~.~:~~~ ::'::\~l~r;f;,,'~',.':i.;.:~~S{~ :',;:::~'~\,~~i.~\ii4'::') ~~ )"<.&' """",..)',2:' '>:: (/S' ... .Ab~ rJ" oJ">" ...1.... .~..... '.. ...'~.., "., ,.... ,~..,,~...,.~..,~.'.:~~\.~~:~..'"'~,...'!..::: ..fHi.... ;,'W'), ;';;';':,: '."".i."., ",'.. .~~~w! ,,'" ./~~. ....' ,.~~~.r~k.:,;,:~' ,~~::::"'~~}{r~f:'~~'''~'T\~~:;;:'~:::.~:-\w/f~, ~'(~:::::~~~t'~ii..}'}','ji ii.' '.~(/'~ >;~,). ,.,) '.'" '), ':;, ' "" y,'. ,;,..:, :'::':'~\7!'" t":.:::--'::.:cl(;, ./,.,.'7i;'::...::':.,'j;-' .\.!.:.'.;) '. ......,,;: ,~~~.' ...,:' :.::::",,';: ,~#, "~::7:=' ';i;:: 't ,:'1:' In --. --. -- ,": 1'.." ',:, ," '. ,.' . .., ,._..... .... r.. ... ,..........' :.:..-.-::~~~ '__...~ ," .. :t,:~:.:.;mot; ...... ,.x:~,.;mot; ,.:.;:'.': :::,.,...' T. ',:,' F:'''''' ' :, ~::':..:". ~':,;::~ ':~":'::.::: '~'",:';'..#<<. ':':..~''''~'''~. '::~.~'.~;;';pwu. ,:~..:.~,.,:.,:.~.:::.~.:::.:.7~.... . ~"""'" f"., I ifi" 'f ,_<:<'. "... . i-;"-=:-:'~':::~-:":' ~.,:;k,V~~:?-:,'Ql,~:.~,:':~ '.~:~:.;':::'itj':::~''';:~~~:'~ :::~ ::~?::.~.:':::"f1.; :~', :::.:, . ~'.' ,.~,.":" /@X. '.'., .,'..~ ,i '" r..,.:x,. ,.",,' i" /.< . .. ,'.:'. .-. }!! ..~~~?k ..~ .. ;..~ ..,.. .I;.~"~ : ;,r:'f; ..... .I;....~..: ;..~; ..,~: ..~. ...~,' ....,... ~, . < ~ "\:- ~'D' (""X: ):'i "t""" ",/.--;;,./ ..,~: ;...': "':~~~,~~:,:;~~~~;~~::'~~~'::~;~~;.:.iIr'~::).''''~~}~~:i".,:~:~;;:..0.:.-:~ .' ,'. - ~.,~,@J '" ,~" ~:/',:'.'fX ..,..;::;;':'" .'."',.,- ,:://J i.,." \ .,'..,'{'!".." Xi")":"", ..--// 3~" ,;~~~:',.\~:.:'~'~.i;~{':'" .. $l " 0 'cY I'Wr,:"~ - ."K:x,\.../i.,l/~"';i.t ,'",'."., ~ -{'~ A ,f"f/'ij ::k\J"Y0~'~~"i~)'=:'~'C- IIllI (:;: ' ' 'I- ~ ~.. W;~~~~ I!/....( ;;; )'I';'J.;::'i~s ,,/.:>,~:X ?,/ .; \~ ~1;'< :t~i~1 ~@j It:'. ';."" .'0 '" -c~,:]N.. ,,:;;.\Sj;i!);'X "2:"~,:,lJ, J'rrl:s,,,x't \. . . ~ ~ :- '," ;',' '8--, I " , f;"0'" '0-,z'il' '"i<';C' /i _", '-"-ll Ji~"'" X ,:.. ,"c:: ~::;"I'I"i':' 'o@,if!, ~ ~l ",.,"~.J:, 'II''' CO' :{i~' J .::/~j ~ . e/'"""'" _ "'0:-'l'i/X'7 'X '" ,.X t:c ~,.~,i 'r/- "',."., Ioi: i, .,.j',X':2 ./ \.,; d "@l "'), ~ )' ,~ " ~ I, " ':p '.. ; a I II~,;> .,) (.i:i G21 ( 1. F \7 .' '~.. . ,;;,x " .. !ill]i~f~g~';' (j~!~"{:3'~ ,l ');If, n w.;t-", ",',. , ,,\ f$ Xii': ~~',t",t~;j: ~ \?'i;h ,'i:iX,"'i' - \ >~~~:;;~ ~~,: :.~: ' I' I~!f ~, . '@" fllUfffi) .~J.~rlt__~,~~,'l~J_~I,;:i;: ";;i~i'~'H" ; :t ~':;~'T':~:\irr. ,>... '... ,," II( ~ ;:,...i ~l, . ,!M?-~,=~\!!.,::;:;:.;:.'~i.,....r~!t~~~ "'-":'~'!'~:?~-i=i' ~~l'~;"((~ iF 'i H~~~;. ~:~;:.~(>~~\~~,\t:~:\ 'f, .~" @ ~"' '1i! ;1'1' ,,~>,,;'::,.:.":..:,:~.\f, .., ~ .....;:2i"., k~':" .~:'....:::; "~'~s::.""" I',~H'::::::" ~:,:.lVi i'; ,!...~~_r '" I ~~\' ~ '~f'~ /""\~,. 0 llc ',2 t; ,." ..;\ '';~~ .,.::'~-;:~::.:"~> ri'~Ki";":ll1 In '/7I;",! > I,. iii . .. ,,:.~-:.::....... '.' ~~ ,:,:....::;,~:.\..J~w..-:"~~':~';':~ I r.;-f; ... "i:,i,,'i;;f~>'ii "~':'''.'~'~'~:'' ::"'. '::' i/',( 1 7S&'% D:;j 'XiX'lf ,',.", ~ I'i\ > ':':~""~~' ,~i :'.::' J.\~;'~:; ,::::-~I!~"',. :~ ,~, 'S2 ""., ~ ..::;',:::: '.~;,~'i;i"~',:;.:.~'; ,:::: " il~"ii'A ~ \J7i()i..; t:: .,....".i.. '" "~.... .',.',' 7. .~.-:..'![i...~~;~;":,~:.~:.i~~,'~.:~~,:~;~,;.~4{ ---; ~iI,I"I',i:'i,.'J'('[ ,... ..'..,i~ ,,;\,"i0;. ?1 ,,' /Jj~,,>; , Ii";;': /,7"" '~r?~;t~-:;;-~~"l_~,i :i_-' :~;~' 't-,' -",;~;.~ "CJ p" .: -'>, ;iii} ~ ,,>;.;;;,-r. " l.:..> "----""..,..,.,...',.i,."" ; ;~,:....~: .~!'~.."... ~~~ '., ,~ I.. :. .... ~!f:!t 'i' I ...,...-- ",.. i'. ...........['~ .lk I.:: :::.. .... ~l "- ,:::~ "'j': ...' - 'J' N Iy,.,...: I" -:,i'; ,'...... j::,~.i;;;;" . '~~:"'-'~~~0". ',' -.':. . '~,. ' _, ':i', :; '. '. . _ ./ ~ _ 18.. "11"'''' ',....' '/i~. .,., ,-~ ~,:.. ., ,,,j,;' , .::::: ..,. '. CJ ~:i ~ ~!\i7:l "v _ ~- ';-- \ h. '.'.".,.,.i\i .j ,.,..," ",. .,.,.,li'>~ir.~'.::'~~.:'::..~~,::~.,::..~ I ~'i · } 'Jr1~ Ir~1ifj:'a~ ~- r"" ,,'~';i!: ~~7' "sJ ~ II .~ ~ .~ //IP&i1 ... ~,-0-. ' "'V; .n~~~~:'~~:~'f~~~, RJt-..!~ ~: I :,';{:~(::';~~;h\\ / /,->1 -<"'1 '~n ~~;~ -?~ "'.',.,,." ,A ~ ~..<"",'.;r. "~'~~'''::. N~,::..~~::.,~L.~Jjf~~~;..~t::~.,.:.. '.~;:::".~~.:.~~;.~".'.'i/?K: V K'~ ~ ",,~ ~~:~;} L.<N .... L ~~ I -' '-../;B h;...1f ~i/'.l.\", ,,;, I"... .:."'. -.\ ~ ~,::~:::J;~,.j;~.~;t.~~D'""') -". ,:~:~,::~.~~.:~~~:.~.L::~if.~~:)~,,~'::~.~;;.~~~~~~:~..,..~..s.."',',' '_.\ ';,~au.'.\...... \.X':,~:..~ /.~~~.*"~~.~~>.. (/",; _ ",~ _/ :ut..', ~:~i: i..~....:.::::..~.::.F,~ ,;;':'~::.'::..:..:~.:::.~.:..,..',::;:.:..~::'.."~:::;.:'..~'.::'.~...~~s.... ~!' .,',' J.' - \ f'.it,J~'if~~.....- ...-:;: ::~" ...~:i~..~::: .:J~~;;./ 'I~>'~'~~ '\.,; "'-- ".~""", ....,"><@', ~ ...,:::.~r~f(~~,~: '::::~I;'~';~:';" ':.~. ':~,~:.~:~.~....~,*= .~~. ..~.,~: ~,:"'~ ';~.~; :,:",:,:~::~\;~ .~t~.~,:),~,;~ ';f:,{'.:\ ' '1 -" ..' >~ ~~""" ~......... ';1 \:.i~~"''':f1'';';~':'::'~'''',. ~-t~ 1<-. \. rJ;... ~,,:,..,t.,'~~!'''".,...~:''.i;;~;'':::'~li. ~':;";;:."""',i,':::"-i',:':!'i''''::.:''':;; '~~i:"::!"i' ::";':".' ,:~:~~.'i"~l~:""'.~:.~~'~.:,..'~:::~,:..,j=:'1:.::.-:,~ ,/~; - .- j" >/~ ".,': \, ,~~' _! _ ~!:~:'~:':::~~~'~::'7'~:";'~';'~;gy"$. ';!;~:'~! ~ V ;i, \')7 ~~:~0~.:,'~':f.:':::; ':':':'}#~'..',:~;':;::'::';~::'~\~~~:':;;'{i~~'::;~~'~~!~~;:~".:'::::'\~~~2~l<~!i~:,,~~.;~~;:~.';t(l~i,"~'~','y:\J" _',,"' '~C''''< /~,~i,~:'~~" ~\,< ,< ~ :.~~"~~'i', .. J:.. ::',0 ~~~ ..'. .. ,,:~. ~ ,,[~~ ~~ I r"~",,,-;,~ --';'<:,,' :::.i~: ';.-" .,.-'::';'.,: ,'" ",'~"~ ,., ,:' ".,,::c" "~- ': ",;'" '~wi'7":',: "';;::-: ' .,,"~. ,,;:: "" 'i.'\ \ (" ...,::':;":,~, : -\.~l~~.._~.~ Jl..+~ -- ::=:E"i~.':l:.'. "~~.~::'~:::":-.ili.: .~y:.:..,~~, :',::~~'~ ....'.~ ~};;:;.' 1 ..:"t"~':~!~~i. .','.'.'. :"\'~;-< .."fl.:' ';:~j:.~ ~\\I ',;~<:,:~~: ;~::~~~;},:'~';.:~~-':.';::,::: ~.~ :.:i?~ ~::.:i'~::~'::; ~~!~~:'~,:~~~~~::.~;!:);::~. ~"~~::'::.2j~~~~:':~~:.i'~i~~'?47~~:~7'~,'::);:~ '- it ~:'~.;:~Z~~:~~~~~:< ~.'-~ & L~~ 1: .....~'JJ-;-_..._~.~.....-r.:=..":. ..... .:. ...:..~: :""" '::~"'l~ .~_.-:...~ ...;:.::.:.:.... :";:\:,::.'.'. ':':':: '":''' ...: ',....' I':',' .. 1_.~~;.''';''.,--~.. .0'.../ -.. ':." ......... '::~" ..... ~ . .:::~~ ::....~.. .::...;-..",.1......:... ." ......'\:".~~...-.....I~.. ;,;:..:....d1'.. ...-..... ~.: ...: . ......~.: 1...:....1......,... ~.: ....:. }... ~ l..~". .'..~...~~I\1'.~ ."...1... '". ; .:~ ...-. ,r.. .....I..:.:~.~ ;-..:'';;~.1'!.~ " "" D@ , \. v.2""""I. ":;r,',.:,..; ~:';;;. ::~'="ii~~'" ";i'~::i::" .:~',-:;'..' ..,... -- r~' '~::'~:i"~" ::':::'''i:~ ~'v~~::,...:.. ,:.~: :::,-,~ ~z.:::':.~:j.'~". .~::. '~~..:~:::: -' :" ..:: .::..~:~....~~i.~:.. ':: .~.~..... ::T~' ,.::: ~~I'''':~~'',~. '~"-.!':-'.".t::,:.' ,~, .~' .'1.'..;':.'.' ...' ,~::: ':::,......:.', ~ :~,~ . :.:'., ..~'.:.. ',... ;~ "::. '~': ~ ,~'...; ',...'.,~ /::.... '''If'f'' ,:'::, . ":..:.. ~.. :.:: ~~ ~~ .~., -':i!. 0 .'" Y \. ..----- '~'. ,\V",;/"" -::::' . ....: !!~, '..:.J1.", "".,,,.: .~.'''r: ~ l. .....~: .iv' .... ~i',,::~: .i;'~';,:"~. .'# ..:'':..~i~...:'''';i::~; ,/"......: .1, "" .'" '~'::. ....: .i;....: ":F.~, :~:1',:':;' ,'~' ::::::':~; .:i:.:". ..., ~ '.:'~'=":j,;,....::'~:....,..:r ','''If'f ',::~':"':;; .:;.~',;.i' .,... ,:::.;:. .,; ,:~:,~~ ~t ~".z.. ',j, .:=,~~'~!:' '... .:::';~ 'J;' .'~:.~:'~;, .'~.:::~. ',j; '~:,~:I~,~.'. . .:::';.: ',:-- .:::':'::r~" /.. -I::: .:::':....l::~,i~.'.:::,:-.::: ,:::"';;;:. ',:::~.~ ';:,~"" ~/~.., '.:'. . :r.~. ~-........: & ,.'. f- ....;, ~~.i,~... ":. . .1, .,.. ::~::;:;;:':::' ":':"., ....._ ".'.... .F:' ...... . ":'. ~..... ..... ...,...'..;mot; ...... ;~+i~ ..~' ,.,.,...., ~ ,"-' I~ "';mot;, ,!.!. ~~~~-"" ....SlUt.. " ":-.ili.: ..,...'....~: .1,'. ........ :.1' ..........:>>Ju.' ,I," ...... ,..~' I" ".":-.ili.:' I':' ,H."" . .., """"', .~, ..... ,,,.." ," ...' .,.. ...,."" ,"''' ..;;". ,........, ~~ fjJ iii' ?~~.kYe. i.:=:';;:~~i,:'.b ;-<.,c; S,!! '1....:;~:'::;:::z f'1i' ~':i"~:~~:':i~:.ft.:::~~~" Ie ~;:;~:~:l.ii .~2i~,,~;' .,,;" *::"i~' ",,';;;;~f\"!!:;':, c',J;,,~:~' . ,,':ij ~~i;?';;:,'.';j;' 4i~,:,;r;,,"#; ,;;;;<;..,~'~i= "'P';', <,ii=~"'~",;,:t::,:~",;;;;~; ~~:~;: ~::'lfi'; ~,~ /?t #,01:' #-;.. >''''.... ''-- A ~ \ .;'1"1 ~ ,,\ ~~". ~~ . ":~3';t~.., ,'" -;'~~0" . i;!.;~,:':,::':; .=".: :i.~ "iii'''.';~~;W;'''~t'"",,,,,'1 ~~;fi;: ;,j;;~~::':~:;: ,:~:': ~~q; ~::.~~=.v;;;:: ':~. ,,": ~ ,; "~.;;;:'.;, .;;';;<'\iii',::;' ;i;':',~*,"":?;':': "": :,,~~ltt::.;:, ."",?: .,,; :o";"';;,,?i\"'~:,:,} *':;.c c' ':i;;:,:,~ - <;;'E';:,;;;;(i%. ~;,~~~:, ":. '~ - y 2 20 ~ ,., .' ~'_~ -~".. (- ... '",~ .~.,~'~~:"k;-'~.;:';;;"I';i;::.~.,.,.J;=",:!lf.~;#., ~" . ,p -4~"" ~',;,'d~',:'::. ~~~~ ,;=-2~~'%&"::'~.,:i,"i*<::""< ~'7/~. :~,;~~-,: ~,~~ ~L:~~:'\\ii<;:~;~ "!!!";~;;'~ . '>JiiJt'~~4~",'e-""",. >>1f! .~ ~~~...... ;~="" "., :;,'c. ili: "'i'l'~ ;-"'i:.: ":::-::.~~ ~1I. 05 i ] ~ . :;~::.::: -~: ~. ... ..:: :":..' ;:,:". . ::: l~:~; . .~::;: ,:;:,:", ...':: ....,: :',::.:::':.-: ~ ;:: ~~:. ~!~";;'I-~;~, .:~:,;: "_:' ',!..::;' ....... ~ .'9M(. .: .::::' ,.,::0..,., ':::'::'~ ':7":" ~ : :::::' ~7!'" ~ . '. ::'. .M..:',. .: ::::,. ,\..-:'~' .:=,. ,}k ..~ :: ',:.:'. .... .}!~ .. : ::=:' ,lI, u\ ':=:'; ..... .!!i~'" .. ;,-~,;' , !i~". ....... ;.., ',:::. I:":". '.. ::::. i~..; .>-. ~ ~ ':::: ' .. ,. . .,... , f-'-;:::'.':-.ili.:: ',~,:" ~ '.:::":: ''':-.ili.: ::'.~... . - " . w. ~ ~\" ~ .J}".";' ,~~" ~,...... 'i':::;.';"':;;.' .::: :' i/i ~',: ,d~;~V,:;;',';.::;"" .~~: '~i<"" " v \ '\ -"'" . ~ '- /: . . :. ':)t' '~"~:~ ':'~;:: "Ji" ,fI ,','" (ih ''-'.' "'. ,i; J'.'''::;)';.' ::.~; . '::~,'..,:~2i ~ ''::i'.,'::~,'" ....:.::w? .."' "::~.....,:::.....,:w? ':~':i".~.''''::'''':w? ;:". '..,'... ...;.:.~ ..~'.:'.' ..... : ~;Jj~--2.,:.', '~'... :..: ~ .... ~".i ~'. "~"~I'-: :....:cl<<. o:J:'..#<<. '-'...,:':>>Ju. '.. ..~,;~' ...:. '"1,, ".. '. :''':'~'.:..:.'~ ...' ~ ......" ',,1., ""'..~,;;:'''''''' '"1,, "..7.., '\ \' . ::: Ii"" \.. __ .,~ ./.'11: _.',:-.ili.: ( It ~ ~ ~Y~1.l ~.,~~~~~~~~~~\'~~~~~~~~ " ~~/~~"~1~11~~~1 k:.\.L \. j 1 ' ':.:''':; ,::}j.;:;".I';,::;:-:.' .::~i~'...~.:'~.:'~;:::::;.::'~~v:~:;';2':,~;...::...~:'..j;~,:.::..!;,~:~ ::' ,l~~..'~:'..;'!:'~::~.:?:;;;: , ",~:..~!~::; ::.' ,<\......... .., .':'~:',~ .,~','J!.,;.~..,~.\'..~,:.t'.:.~:'.~::.:.~.:.~~..:.~':::.:.:..~:,!fif...,~.._..~. Ii.. ';.~!;.:.."....)j;~>X'" .-:,..., .............. I ,\j:,....--" "'JT J"""'" f'....4::';.:..,i::L i " .......-- . '.., ..,'. .', '~"_' .~~.=-=--~.~~..,~ .~.~;....., , ,~~~.~ :f'.... ;f::"~,,_, :..,..........,.,'~~?~.. ..... <~w'.. '.:....": ~ ... 4~' ,.N:'::.......,~'\.k .., ..::...... ,.. .!'..:~::'.:::.....,~. .l!! ..~..:,:,t"5~ .~.., ." ";;" .~..,:~~~? -\ \ - ~ I 1//1 ~ e;;':l~l:j .\~.... .... _.- . --J " .~";,-:~:~:"lf~~}':'.~~..:,:..~~~~:;:. ":~:,:' ,:~,.~~~~;.....:.~'~~~.:~;.~~~.~~~~~~~~~:~.~ff ~~~:.i~::~: ::.~~;(;fi,;.~:~~',{~':.,~.:~~'~~~~'.:~,~:.~>::~~<~':.~.:::;.~:~i.'~:~:.:..t ~ ~,... '\ l\ ~..,'" ~\ \ "(J ,.:\?" - .~.. :'~i;1 -u ,~:~,~~_.""..",.. ~.: ~"."h': ;.:. '.." !! :1'~"~ ;~. ";.~'I;:'~' ~.;':::: .I.~;_:i;:":-;~;':" .i; ~;,:'..~:' :;.~.t:=',)J /\ :.' ,~,,\:~'., ::~:::t,:.~':::.;:;>::~'::'.~::..~:::.;: ;, ., ':~.~..,~::.~:.:.: .,j,;,-".. :'J!Y ' L~\ ','...',',.. I } ~....,r.'X\ l ..../' .,~~ ..."..,...'."=7'~_~.r., '.. ......",,..,..,.,,~ ~.~..... .~....' '... , ::'. "'.....~.:r'. ~" .. ,~'" ..::: ,".,1' ~"~'''''.~':: ".1(', ."""-,, "'.. ,'.! ".,'" ,'..... .~,.. .:;.; ..'.. .1," .~; .,'... ." . '~'''' y, ).0""' I ' ::~\..~ '~~, ..' - ........ ""'''''7 ,.',~... ~'~'~".~:'i',;:' '.'7-: "T1Zf1' .'.'~:~"?'i-;,...'., .' '.f:: '''l.i.~.. ....'m~.....__...';", '7',::'11= ~,,,'t', ,,,......= __ '" .-~...... . .:',.. .~, :':. ....... .. ,:::: ....... .. - \ \ ,:."" ;:r= -=:::-:--- ~ "''::- . ), ~ ',.. _:::--/" "i~~~...::" ",:.i0;'''::'':'-,,::~ '1~~-~~Y".i,.;':::~'~~-.1I,-.j?-::f~--"'~0/ \ . AJ "' "~ Y'j t , .,.....:...~~;.. ' - " .-;, ,,;;,;:\>" , ',:~~.,%.k,..",>;;\.;,~",g f":.. \ V J m /' ~~. -.... ,_.~_.'~ \":',.i;'!;.;.;:~..~': i':~ i '\':;;~"~0;;':G';.i;.. ,\ ~ft ~ ~ ,..'~:7~~,,~!~:.~':,~~~:..~:j,c. :,~:,:~.~~:..",:,,:.~:~.~...,. ~),' "'~ /. <;-.(":"!".'<~.i"",~. ,..:~.":.:I:._.:~:.~~!;:\~..:\i..[>,., __:,."....\.1,; ":;:~r', .,. ~... "\i' <" "".. 1 ~ :~:_.~~:::.... .I,....~:~.,ytt. .ij , _,,, g: ,',,' "'__________ :-. ... ..... '" __ '.' '" :;~ '~ii, ';~'iZ;mot;.....,~~"'t;. :;;:.:...~..::~,;:~.: \ ,:.. "'!:...~.~..~ .:'.',...,.y;.-... ...:i'T;;'.".." _____ \\ :\~, , ';'-.:'~ .'.:,~.". ~ '),W-' :.." \ .. ~,:"i..' ::~..>. .....::~~ '~'~,,, ~:'S:~~~:>:;.:....:;.~ ,." ,,~ ~~-~..~ 7'.:,~G:... , . .,... ,!'~ ~t.-I' \\ I -- <j' < y.'\" --' ~ \J . 4:l ...,it t[' *;;~~:~f~~i:;:;D ~~~~'~': .~' l' .... / '1~~)i.C::.:~~,... fl" - 2.ft ',', }: ~ ,5 ~ ~ 1 ~.,L'..." _ '\ '1~'" ~I"~~,.~,,~ft. - ('f ~" ~, ,.- ,:. ~~T Ltt- ~ (I / I~ "'~,'~" Y ~< ,~:: ~ I~,~ ~ \ .~ " ~~ ,,0;,g,\J;C; , -& ~i~~('.. ;'f, ~~,Ij ~ '~ (l.-cJ~~..~ '\ ~ ~-i; ') - It ~ is' Jrl,l V ~ ~~~~ . ~ ;~ ,~l ,,:..,~\ ~ - '\' '\ ~.,\{ l '~ ''', ~, .< %-~ "" _ -i - ~ -~. %" - , r J. '0(7}, __ ,~~.~i I . \:' ~ K. ' ~:y; ~~:. VI : '\ ~~~ C:Jf:;;i!ft'r; / ~ ~ " I A1VIlJ \ ";; I .., '" E~":~'~~~~ tl : ~ 1\ ~ ~/""f.-'1.t./-I / /II~'~ ._~ I ,> :~:'~ ~:-,: ":'~~:.:.... '~,~'~~;'~.", , .. .. ' r-2 \ L '\r~;., J. ~~ ~S~' '-'l:.' '1 " ~d \ I I ; , _~. ..~ Q" ~ 1_' . !,' I i ~--" I <(,Xci \ I"'~- ~.} ~ pj~ '1' <Y) "'171,\ ~ 7"0~"x -, \ ,0/1 A-1_ .: "" 1/' '~'S- l \ ':"JI~\( (1 .-,j ,~ 1 1 " ~V () ,-;...I ..,.J.:" , ~\. I \I~ .,.~~yZ ii} - \-;ltf:lfa\\1 ..... .... ,,;1\ ......,~it.f,;;l _\ j),,,,---",.\~ _./ -....' ' }....0. ;,,7t:1' .~ ............. '.."....'1-:'..... (' ~,' \....."1".,--,/" /' ------ ------ ., It l l' li::- ,_:---":~ ~ /v:.,.P..I-".".....,,' , ~, ~;"'J :~rR '" ~ "..,~ ,.,...".......,:, ~ 6..tt l) E>' , ~ '" ~ ~ -{ ~ ~ ~/:;;:. ~.{~\ '", , ". ~ :. ..',,','. < ., - . .. :.},'..."..'. u. " .,...,..' ~." ~' ),\(.,,',1, ", ,': ;./ ... ,; ';(~fl!~ i\ ~ ;- .. ft ~ " ./ '.....'... ...--- -..-~ ~: \ r(~ ::" \~:c/~ eli \ ./' ."" \ ""'" -. ." ',C , ,.," I.. --- \: ,. , ~ Existing Potable Water Wells oring Location ~ Conto r Line (2ft) !<:' ~ / '~ ~ '" ~ .~ m/\' ~/~ u division Boundary Cannonsgate Subdivision /'V Street Ce terline ~ Stream ",...""",..~.". f"....... ,,'.',.'."'." '.',..,".:-..i' ,,;'./ ~ ~/2~~E! ... ......~~;... ">~;t"~~. i!f"1(~ ~; cc-f-: C 05 0953 ~~.Jf"'{' ~0"~ g a ~ nonsgate 1'/.' l,'''h~ \ ~'iK'J ~ I'" +\ ii,. ),\x ,,,,"a ers ~,~ :':,'.,,"i "".'.. ,. ". ~ I, i~\..Nt'(9"!i. i\~~"j~I".~ ~~~i5 ~ Ii ~~~ \" k Ai:i.:,; ",,, (q .', r"., ( ,/ ,",.i/i" ,'"..' '.'((-, . co) f"l ,.\..'i~",.. i. CJ , x 1/6 ' ) \ ~ i . Y;&" 0 ___ ;i.i: ,'.", '.. ',', .2t ....... .,'i; q((; (} __6.tt \< ,..,',...:.J'.~ ,.t '.. "'t:Z~': --- .','?' ~, ','/ ,>. f ;J I U< 'j i,\: i., I '" ~ ': ..~~..~ ~(. <- ',' '\I r; ....,' "",,"'" "{ ',,/' /' ,- I I- 1'\ , I' " (,;{;.' ,'-' I ;'.'~ :--, , ',. .....," //J '," ..// '" ,', .// (: - I'" " " ~ ' " \ r' (;:J / t<'! ''', ,( .~ ""~f ' ',' ,\ f1 t '." I', / u ""T, , f".' ) ,,''''/;'' A /1 t/'} ,.~" , ~,J' ~ .'N ~4 ~ ,w~ "W,.~ . .'.;'i(i,~ "" i', <( CI) :,," , " J,' , "" .. Xii:"..;.., . / u> ... '~ , ~. ....'..... '. , -' :, ",' "'.,..,' " . ..,~ ,i.", "~~~;i by .' , "', ,x.,-"..~..". "i..:.",.,...'", 0'" ~/,,"'i ... ...'" "'.".'." ..,fi,,.fl.....~. "".,?",," .....i; ,.1< =:'.\ ~ yJ"..' II ~;i;l(! '- . , " '-. I " I -, " :, ,'.." . - "............... 7T; 'fF> ',' ~ " , " .". /1 ,..~ (\\ v- ~~C~2 l U.,~ \/1(\ r~~ ,:}--..\ iii' "t::::>. if I --.....- . ': -", -.- l' " ", ).. \ .",,",,',",~: __i." --,., ~',j ; ,,:: i, , I , , -:: ';.' ',,' - '- ""!'!! ~- -- - ~ ~ ~ .\\ ,~ ( ~ \ '.'. , }~ \tj, ':', , " ! " ,"':"0" , ) Legend . Bogue Sou d 100' Buffer Surrounding Existing Wells 500' Buffer Surrounding WV'v F " , ,'.,;" . III ~ ;... ,', " ,,~ ~~~... .,; ~il~!*;~, - ~ /'iD: ,.' i}'':;? \ K /1 ~ ~~ Existing Hous '..... -" ./ ...t\ GX,.. -\.,..~~. \,~~<.;. /' ~. ... "~.' ./....... .;,., /" ?fj' ./ /' f/1," ",' --; ~/vc //yr - ", " \ " , ", ,.' Existing Parcel Line " \ Drainage Pon .' /' 1 inch equals 200 feet ../ /' '\ Wetland ~ I o ~.. I 500 , ~. ::~- 'T".Jj...~,;_ ~..~" 250 ~ )'v- \ " ", 0::: "., \ Ii ""- N w ~~E """'l' .... \ S I 1 ,000 Feet \~ '\ -....:;z '" J '" ~1 I I , 1 -~---- --- - ~ --- CANNONSGATEAT BOGUE SOUND _::-..:::: :.~ I- rr--: .'_ _ ,j z L:-'-' ----.. lU r.C'.,~:~ :2 ~=":'1 u.. W "'"''''">:> U"") 0 CJ ~:~- g Z <( e:-, J! '" . - z -'=~ l.l"'l 0 <( ~~c1 ..- cn~ 'f~""\ :;;:.: > .-J ~ :::> :-<( ---, o~ ~ en <( ~8 MAJOR CAMA PERMIT REQUEST White Oak Township, Carteret County, NC ~" SHEET INDEX COVER SHEET EXISTING CONDITIONS CP-1 OVERALL CAMA PLAN CP-2 SHEET REFERENCE PLAN CP-3 PHASE 1 EAST ENLARGEMENT PLAN _ CP-4 PHASE 1 WEST/PHASE 2 SOUTH ENLARGEMENT PLAN CP-5 PHASE 2 NORTH ENLARGEMENT PLAN _ CP-6 ROAD SECTIONS DETAILS CP-7 UTILITY PLAN CP-8 UTILITY PLAN CP-9 UTILITY PLAN CP-10 UTILITY PLAN CP-11 DETAILS (PIERlBOARDWALK) CP-12 DETAilS (WETLAND CROSSING) CP-13 ENlARGED DOCK PLAN CP-14 BOAT RAMP DETAilS CP-15 FLOATING DOCK DETAIL CP-16 DREDGE C~NFIGURATION CP-17 PROFILE OF BASIN AND CHANNEL CP-18 CANAUCHA'NHEl CROSS SECTIONS CP-19 SPOIL BASIN DETAIL CP-20 HYDROGRAPHIC SURVEY CP-21 WETLAND SUR\(~Y CP-~", . ",- ,.~ ., 11~~:~} DEVELOPER (APPLICANT): R.A. North Development, Inc. 110 Matthews Station St. Suite 2 D Matthews, North Carolina 28105 704-321-0401 704-321-9823 (fax) ramanagement@alltel.net OWNER Eric S. Stroud P.O. Box 1550 Raleigh, North Carolina 27602 919-832-0594 CONSULTANTS: landscape architectlJ*lnner JDavis Architects, PLLC 510 Glenwood Avenue. Suite 201 Raleigh, North Carolina 27603 ' 919-835-1500 919-835-1510 (fax) kent@jdavi_.co'm (e-mal) Vicinity Map -'0' !.> Date Submitted: Revisions: June 15, 200S BOGUE SOUND r~1 \ \ \ \ \ \ /' ;;; p engineer/surveyor Carolina Engineers 2500 Highway 70, East P.O. Box 1578 New Bern, NC 28563 252-633-2424 252-633-1370 (fax) chuddle@traderconstruction.com ~~@~uwq- jUN 2 '}. 2005 NTS OEN.~ - h",iE;'~ QUALlr.!...,.u 'tf'El\NI)S Nf) STORMWATER l:lM"\I" ("'l () Cl. ~ >> ~ u o l/'l o ...... ..... Cl) 'i3 0.0 ..... 1;1) Cl) Cl ~ ~ o <:'! ~ ~ o ...... l/'l o o ~ ("'l ...... --- \0 oJ) .g '-' Cl) ;> o () d ~ () on ~ ~ a:l ... o of c:S ::t , l/'l ~ ...... ~ o "'0 ~ Ii; U ....I ....I 0- u) I- U W l- X ~ <( en ~ o -, u.. o I- Z W en z o u o ~ z o Ci.i en ~ 0:: w 0- Z w l= ii: :s: Cl w en en w 0:: 0- X W W :I: l- e> Z Z ~ IXI o I- en 0:: u:: I- ::> o :I: I- ~ ~ ct o 0:: X I- >- ~ o I- o W Z e> Ci.i en <( w IXI o I- ~ :x: I- W a:: <( 0:: o Z ci w ~ o en !< :I: :s: 0:: w Z z ~ 0:: o ~ 0:: o u.. >- ~ ~ a w a: o o a:: o o w e> z <( :I: U ci w u ::> o o 0:: a.. w << W ID ~ b z w 0:: <( CJ) ~ 0- W en w :I: ?- m ~ 0- W en w :I: I- ~ en I- :I: e> ii: ~ 0:: w 0- o 0:: 0- 0:: W :I: I- o a ~ l- X C> ii: ~ o o ~ z o :E :E o u CJ) ~ CJ) w ~ w CJ) W 0:: ~ en en w 0:: 0- ~ C en I- u W l- X U ~ en ~ o -, fn 0 ~ LO I- ~ 1.0 C") f" ~ -~-==_:~ f0- e..,:) <X! a> _ " ~..J Z ..- ..... a> t -"1 W x lC_ ~ $! 1'-." LLW I- 0 f:"-~ U") O(!} - 0 C:::, LO ~,=- -'11 C;) 2<( ~ C"... ::c Lri g~ 02 C") u., 00 -< C-:) a> (j):;E ~ c-) :z: 0> ::) >-' a= J!! ~ -, O~ C C") en 0 to P9 <( r- 0 en N (.) () - z .r; =- Cl '0) C as e 0::: = ~ 0 N ....,. $ '5 C/) 0,) ~ 0 0 "'0 0 0 3= c Q) C> 0 ~ 1.0 - t I ' \ ~ I (- -- --. '- ....'" ....... GENERAL NOTES 1. ALL CONSTRUCTION TO CONFORM TO CURRENT CARTERET COUNTY STANDARDS AND SPECIFICATIONS. 2. ALL RIGHT OF WAYS TO BE PRIVATE. SEE TYPICAL ROAD SECTIONS. 3. ALL UTILITIES, INCLUDING ELECTRIC AND CATV, ARE TO BE UNDERGROUND. 4. FINAL PLAT TO BE RECORDED IN ACCORDANCE WITH ALL CARTERET COUNTY REQUIREMENTS. 5. ALL AREAS NOT INCLUDED IN ONE OF THE 525 PROPOSED LOTS TO BE DESIGNATED AS COMMON AREA AND JOR OPEN SPACE AND WILL BE UNDER CONTROL OF THE HOME OWNER ASSOCIATION. 6. SUBDIVISION TO BE SERVED BY A CENTRALIZED PRIVATE WATER SYSTEM AND A CENTRALIZED PRIVATE WASTE WATER SYSTEM. -,~ I ~ .J I N/V; /11 HVMP tLC/ , , , 6305.9~f96-16,04 / ' ,- r-_ - - - - ....... - ....... - - ....... ....... ....... ....... ....... , .......- , -- ....... -- -- - - "- 7- " / ",' " ' / \ \ /7 / \, '\ //// ~ \1 /1 __- \' II ,....... " / c.. _,\ ~ '- - - - - - ./ I -_/ I \......."\ \ \ \ " " " /""" r, ....... --- \ / " \.../ \ '--, '- , P .I.N. - , ....-........--.\ ,...- \ \ \ \ \ II '\ \ SURVEY NOTES: 1. SURVEY WAS PERFORMED ON THE FOLLOWING DATES: MAY 10. 1985, MARCH 5, 1986 AND MARCH 1, 1985 2. NORTH ARROW IS TIED TO NC GRID NORTH NAD 27 3. SURVEY WORK PERFORMED BY PRESTIGE LAND SURVEYING. P .A. 501 W.B. McLEAN BLVD., SWANSBORO. NC 28584. 393-2129 4. TOTAL TRACT AREA WITHIN PROPERTY UNES IS 287.35 ACRES. BOGUE SOUND LINE TABLE LINE LENGTH L1 15.00 L2 64.44 L3 55.00 L4 53.00 L5 53.00 " J 1- - - \ / \..._/ --- ./'----","-.... \ - \ / \, 1/ \t BEARING N24.28'24"W N21i5'39"W N41.01'25"E N05'06'25"E N12.29'07"W --- -- -"..... "'---, ,.......~'..,,----.., ",', "'- -- - "," '" ,,'- ~ --...... - --.... "- \'.......~" ~" - -.-' ,'---~' '"\. ( \ "'\\', '1 ["-.I \ I' '\ ' _ ----.. \ l, \ \ , \ ....," , \ , \ '..... \ \ Legend E.I.P. EXISTING IRON PIPE E.C.M. EXISTING CONCRETE MONUMENT E.I.R. EXISTING IRON REBAR E.P.K.N. EXISTING P.K. NAIL E.RR.S. EXISTING RAILROAD SPIKE E.A. EXISTING AXLE S.I.P. SET IRON PIPE S.C.M. SET CONCRETE MONUMENT S.P.K.N. SET P.K. NAIL e. CENTERUNE rf/W RIGHT OF WAY R RADIUS A Me M.B.S.L MINIMUM BUILDING SETBACK LINE S.F. SQUARE FEET M.B. MAP BOOK D.B. DEED BOOK A.E.C. N<fA OF ENVIRONMENTAL CONCERN I , \ .) \, ,,," '\ Y'--' I 'I \ \ \ \ ) \ / '-- ./ \ \ \. "- - '" , \ ....... ""' -).... J/ (/<'--", -"" J ......._/ -0 C U ::J Z 0...... en ~-E ::J Q) 5-0 ::J Q) ~ g>~~ m :!:: t: +-' E,~ ftIlC s.... '-' \,U Q) ci. Q) a.. :E +-' <( en CO c C)~~ (/) <( .- C ,,~ 0"--'n3 C s.... 0 c .2-2 CO co:E O~S - -- L- a> c.. o - a> > a> o --- --" .. -- --' ,,, , :: : : :: 404 WETLANDS (WITH MARSH) ).;<.....).-/ ;.r-<',/ \ Y ....;.Q_....:..:::-'__i.::::::"~~2: LIMITS OF CAMA VEGETATION UNE _______________ MARSH LINE _ _ _ _ - - ' - NORMAL HIGH WATER (NHW) ~ TREE UNE _ _ _ _ . _ _ _ . - - . - 30' CNIA SETBACK NWH ________ 75' /lE.C _ _ - -575' ORW _ _ _ _ _ _ - PROPOSED RIGHT OF WAY _ .. _ .. _ .. _ .. - PROPOSED LOT LINE --------------- ~ ~ t'KOPOSED ~ --., . . c..> c I- en /' I \ - ... ........ C Q) E c.. o - Q) > a> o ..c t: o Z . <( . ~ ~ '\ , I I I I ICWW CHANNEL " YMICER "R-32'" 0' , , , , , , I I I I I I I I I I I I I I I I l t: E R............. I -~B~€.4>J ----~ -, I I I I I I I I I I I I I I I I I I , I , I I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DATE PROJECT: RAM-04145 05.09.05 REVISIONS: COMMENTS 05.26.05 DRAWN BY: Kr,SB HECKED BY: LZ CONTENT: EXISTING CONDITIONS CP-1 , I, I, :, I I I >- ~ a: w J- ~ a z :J ~ W :;:) ~ -J ~ OJ ~ o c( ~ z - ~ () p.. ~ \ \ S \ \ ~ \ \ or) \ 0 ..... '0 \ ..., ~ l:lIl .... "-' Il) 0 ~ ~ or) -q- -.0 ~ 0.; or) 0 0 \ N --- ) -..0 N --- or) 00 ~ ..... ~ ~ () I ~ ~ () -co ~ ~ l:Q ... 0 ~ I or) -q- ..... 9 ~ "0 ~ ~ Po< o ;:= z ~ < I , i , \ I \ \ " ....... , 4CXJ' " (/' ~/k&}~) L___J t ~ ~ , I .-~ /" /' / "" - - - - - "" ==- - ~" ) ~""""/,//~ ....:::::::-<-<--" "..,.- / ",,..,/ --7 _~- ,../ "",,,,'" / I /......" ,,~/ L - ?? -- -::-.:;:--; -- /' "....... U / '/' c;, .?";:;.-:::..:;:....- / ,,-' _/ ~// 7 ~----- //......."..- ,,/ ,/ / ~4; ,?/"".' ,/----- , "," , ,/,/ /" ------ / -- / ,," / .. / ,/,/ r..... ,,,,,,---::- , " ,/ ... " , .... 200' ( I / , , ,. SCAli";" = 20CI , ...' ,. ,/ ~,. 10 8 N LAYER MANAGER: 0-200 SCALE EXISTING @> ("t') (,) Q.. ~ >. .0 U o V) o ...... ~ ~ ..... 00 CI) Cl @3 :i ~ t'-- c:l ...... o N V) o o ~ 00 --- \0 on ~ ...... C<l ~ (,) I = o ~ .9 E ~ ~ 1:l ~ ::c: , V) '<:t ...... '<:t 9 '<:t , ;:3 15.; - II. BUILT UPON AREA. SUPPLEMENT FORM & SUPPORTING DOCUMENTATION GENERAL NOTES 1. ALL CONSTRUCTION TO CONFORM TO CURRENT CARTERET COUNTY STANDARDS AND SPECIFICATIONS. 2. ALL RIGHT OF WAYS TO BE PRIVATE. SEE TYPICAL ROAD SECTIONS. 3. ALL UTILITIES, INCLUDING ELECTRIC AND CATV ARE TO BE UNDERGROUND. ' 4. FINAL PLAT TO BE RECORDED IN ACCORDANCE WITH ALL CARTERET COUNTY REQUIREMENTS. 5. ALL AREAS NOT INCLUDED IN ONE OF THE 525 PROPOSED LOTS TO BE DESIGN A TED AS COMMON AREA AND/OR OPEN SPACE AND WILL BE UNDER CONTROL OF THE HOME OWNER ASSOCIATION. 6. SUBDIVISION TO BE SERVED BY A CENTRALIZED PRIVATE WATER SYSTEM AND A CENTRALIZED PRIVA TE WASTE WATER SYSTEM. Total Develoument Area Totals Teal Number of Lots with vest8d aIM of 3200 IIlq.ft 377 Teal Number of Lots with vested .rea of 3080 sq.ft 74 Totel Number of Loti with veeted area of 2680 sq.ft 74 1494781 3.431- (A) Total Number of Lots 525 Total Lot AnNI (SQ. FT) 5243782 TotIIl Vested Impervious A.... (sa. FT.) 1832640 9830 -(8) Total Vested impervious Area Percentage 31.13% 5597 -(81) Artla Inside ORW Lin. 15427 0,35 Totel Number of Loti with Ye8tied area of 3080 sq.ft 74 154271 0.351 Total Number of Lots with vested area 012680 sq.f1 74 Totsl Number of l..otI 141 Total Lot A.... (SQ. FT) 1118631 3.7i:- (C) Total Vested Impervious Area (SQ. FT.) 426240 Total V..ted impervious AIH Percentage 24.80." (f) ~ ~ ~ (S) "'Y..L N/F HVMP, LLC P .I.N. 6305.02-96-1604 IMPERVIOUS AREA On-de Streets IMPERVIOUS A.REA ITotaJ Impervious ,roads) area eRA} 7905811 19151--(AI On.... StreeI:a ITotal impervious (roads) area (RA) Club House & PaJtcing Par1o;ing 29282 Tennis Court 14400 Club Hol/llfl 8319 ITotal impervious (Club HOUll& & Parking) I 500011 1151-(el lOA = ( B ).. ( B1 ) Waat8Wabtr Facilily & BoIIt Stol'llglt Boat slorage 60000 ww~ 20904 ITolal MOUS (WWF & BS) ar8ll 809041 1,861- (D) IOA"(B)+(B1)+(CI+(Dl 2350951 5401 Total allowed im Total allowed 1m ~- '\. -- '\. '\. LOTS 305-346, 369-375 AND 427-525 ARE WITl-iIN Tl-iE ORW. LOTS ARE IDENTIFIED WlTI-i A DOT/BULLET IN FRONT OF Tl-iE LOT NUMBER. SURVEY NOTES: 1. SURVEY WAS PERFORMED ON THE FOLLOWING DATES: MAY 10, 1985, MARCH 5, 1986 AND MARCH 1, 1985 2. NORTH ARROW IS TIED TO NC GRID NORTH NAD 27 3. SURVEY WORK PERFORMED BY PRESTIGE LAND SURVEYING, P .A. 501 W.B. McLEAN BLVD., SWANSBORO, NC 28584. 393-2129 4. TOTAL TRACT AREA WITHIN PROPERTY LINES IS 287.35 ACRES. IMPERVIOUS AREA WITHIN 75' AEC AT MARINA TOTAL AREA WlTl-iIN 75' AEC 98,062.66 SF (2.25 AC) Usina Formula (SUA I Lot) = ((SA )( OF) ~ RA - OAJ f (No. Lots) I (SUA I Lot} I 28891 0.071 IMPERVIOUS AREA W1T1-iIN 75' AEC BOAT RAMP 1,824.40 SF (0.04 AC) CONCRETE WALKS 17,849,22 SF (0.41 AC) ROADS/PARKING 10.177.81 SF (0.23 AC) TOTAL 29,851.43 SF (0.69 AC) % OF IMPERVIOUS W1T1-iIN 75' AEC 29,851.43 / 98062.66 = 30.44% Usina Formula iBUA / Lot~ '" ((SA x OF)- RA. OA] / (No Lors) I SUA / Lot I 32791 I Future development area 13641 0.031 I Future deVelOPment area 890241 2.041 - --- N/F Sue Bullard P.I.N. 6305.02-76-3489 ------ -..... N/F Viola Licari et al P.I.N. 6305.02-66-5839 -- -- " 1 ~\ //"/ \ ~/ '-. / '/ .; I I ,-, ( \ I \ J \ \\ ..J I \\ / \'_/ I- C/) UJUJ ocr SO crLf.. UJ-.J C/)~ 1-0 ffli=: cr~ ~;Z (Jj~ :i~ cr o "TANK' N.A.D. 83 COORllINA 1ES N- 357.0J8.489 FEET E- 2.605.572.538 FEET _00-" I I b-------.:-- :-- / ,,-" N.C.a.5. STAnON "WA lER. N.A.D. 83 COORllINA 1ES N- 355.885.791 FEET Eo- 2.8OJ.013.715 FEET 200' 100' 0 ~ SCALE: 1- = 200' 600' 400 I 200' I ON)! OS-W '\ ) '\ \ \ " '. Ii 'I \ ........", \ \ I, II \. ! \ \ \ BOGUE SOUND ---\ ,---- \ \ PROJECT STATISTICS TOWNSHIP ZONING TAX PARCELS #,S WHITE OAK FLEXIBLE R.R. P.U.D. 6305.02-56- 7280 6305.02-55-4628 6305.04-84-1254 ERIC S. STROUD P.O. BOX 1550 RALEIGH, NC 27602 (919) 832-0594 OWNER DEVELOPER R. A. NORTH DEVELOPMENT, INC. 110 MATTHEWS STATION ST. SUITE 2D MA TTHEWS, NC 28105 2.9 UNITS/ACRE 287.35 ACRES (704) 321-0401 TOTAL PROJECT ACREAGE ALLOWED HOUSING DENSITY ALLOWED UNIT CALCULATIONS TOTAL PROJECT ACREAGE LESS 10" LESS AREAS IN COMMERCIAL ZONING NET ACREAGE )( 2.9 UNITS/ACRE TOTAL UNITS ALLOWED 287.35 ACRES 28.74 ACRES 6.40 ACRES 252.21 ACRES x 2.9 UNITS 731 UNITS DEVELOPMENT DATA PHASE I TOTAL ACRAGE TOTAL HOUSING UNITS GROSS DENSITY PHASE " TOTAL ACRAGE TOTAL HOUSING UNITS GROSS DENSITY PHASE I &: II TOTAL TOTAL ACRAGE TOTAL HOUSING UNITS GROSS DENSITY 170.67 AC 274 UNITS 1.61 UNITS/ACRE 116.68 AC 251 UNITS 2.15 UNITS/ACRE 287.35 AC 525 UNITS 1.83 UNITS/ACRE o AC 100.71 AC (35.05") 22,723' 27.74 AC PUBLIC OPEN SPACE PRIVATE OPEN SPACE LF OF PRIVATE STREET AREA IN R/W LINE LINE TABLE LENGTH 15.00 64.44 55.00 53.00 53.00 BEARING N24.28'24-W N2115'39-W N41"01'25-E N05"06'25-E N12"29'07-W I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 L2 L3 L4 L5 >- ~ a: ~ ~ Legend E.I.P. EXISTING IRON PIPE E.C..... EXISTING CONCRETE MONUMENT E.I.R. EXISTING IRON REBAR E.P.K.N. EXISTING P.K. NAIL E.RR.S. EXISTING RAILROAD SPIKE E.A. EXISTING AXLE S.I.P. SET IRON PIPE S.c..... SET CONCRETE MONUMENT S.P.K.N. SET P.K. NAIL ~ CENTERLINE rf.jW RIGHT OF WAY R RADIUS A ARC M.B.S.L MINI"'U'" BUILDING SETBACK LINE S.F. SQUARE FEET ....B. MAP BOOK 0.8. DEED BOOK A.E.C. AREA OF ENVIRONMENTAL CONCERN 0.5. CO"'MON OPEN SPACE -J ~ (J) ~ () <( IE z - o ;:= Z ~ < , -- -- -- , -- --' 404 WETLANDS (WITH ) ~~ MARSH ~ - \. -- ~ - ~ LIMITS OF CAMA VEGETATION LINE --------------- MARSHLlNE - - - - , - - - NORMAL HIGH WATER (NHW) ~ TREE LINE - - - - . . - . . - . . - 30' CAMA SETBACK NWH -------- 75' AEC - - - - 575' ORW - - - - - - - PROPOSED RIGHT OF WAY - " . - , . - " " - . . - PROPOSED LOT LINE --------------- EXISTING CONTOUR -------- PROPOSED CONTOUR It) o o N LAYER MANAGER: 0-200 SCALE @ U ....I ....I 0- u) I- U W l- X U 0:: <( en ~ o -, u.. o I- Z W en z o u o z <( z o Ci.i en ~ 0:: w 0- Z W l- I- ii: :s: o w en en w 0:: 0- X w W :I: l- e> z Z ~ IXI o I- en ~ u:: I- ::> o :I: I- ~ ~ 0:: ~ o ~ X I- >- Z <( ~ o w z e> Ci.i en <( w IXI o I- >- W :I: I- W 0:: <( 0:: o Z ci ~ w o en !;( :I: :s: 0:: w ~ U) 0 ..... 1.0 I- .... ~ ( --~~ ..0 --~~ ~c:..;) C") 00 a> ! Ll.. ~ LI.I ..... a> x t $! ~ >> Ln OeD .... c::') 2<( 0 ~ -j (:.J 0 C-..I 02 - 1.0 t i-J 1.(") ..... __ c:{ = Lri " ~~ C") t--) 00 :-~ >.....1 c:..;) a> ::) ~ O~ a> ~ -, a=: J!! en P=~ <( CI: C") 0 0 to r- () fn N (.) - Z .r::.- =- Cl "0) C as e 0::: = ~ 0 N ~ $ 'S en ~ 0 0 "'0 0 0 3= c: Q) C) 0 ~ 1.0 0:: o ::?: 0:: o u.. >- Z <( ~ o w a: o u ~ o o w e> z <( :I: U ci w u ::> o o ~ 0- W 0:: w IXI o l- I- o Z W ~ <( en z :s 0- w en w :I: I- en z :s 0- w en w :I: I- ~ en I- :I: e> cr: ~ ~ w 0- o 0:: 0- 0:: w :I: b o z <( I- :I: C) ii: fL o u ~ PROJECT: REVISIONS: z o :::!: :::!: o u en !::: en w ~ w en w ~ ~ en ~ DRAWN BY: 0- ~ CHECKED BY: ~ CONTENT: w l- X U 0:: <( en :> i:3 -, So... Q) c.. o - Q) > Q) Cl . c..> c .... ....... C Q) E c.. o - Q) > Q) Cl .c. t o Z . <( . a:: RAM-D4145 REVISIONS . -c e () ::J Z O+.J.... (/) ~~ ::J (J) 5- 0 ::J Q) ~ g>c::~ aJ ~~ wt-I E,~ ~ L... '-" \.u Q) ci. Q) 0... :2 wt-I <( en CO c C)~~ (/) <( l- e ,,~ O~m e L... 0 e .~2 CO CO:2 O:2S: DATE 05.09.05 06,08.05 KT,SB LZ OVERALL CAMA PLAN CP-2 M (.) p.. ~ .s u o V) o .- .... U ~ 00 U o ~ i ~ o ~ M ;:t: N V) o o ~ ~ en ~ .- tI:l ~ (.) I s:l o &l ~ ~ ~ t:!l $.< o ~ :I: , V) '<:t .- '<:t 9 ~ ] ~ ~ II II II II II II II II IIII II II II II 1111- - - - - II II II II IIII II II II II II II II II IIII Ibll Iii ;r;: IIII ""' ......... ........... ...... ...... , ...... , ...... -.... ...... , , , , " '--...... '-- -- - - - , /- , / ", '- " " / \ \ /1 / \ '-. // " \ / / ~ \ I / / ..r........ \ " / / ( \\'- // --\ - '---- / ---_/ / '--" \ \ \ " " " /-.... r, '- --- \ / '"" \..../ I '-_"" \.-.... " N/F HVMP, LLC .LN. 6305.02-96-1604 '\ J / ---.... (----, \ \ - \ \ / \ I I \ / 1; \. '---_/ \0 o --- ---- N/F Viola Licari et al P .LN. 6305.02-66-5839 N F Sue Bullard P .I.N. 6305.02-76-3489 I- a) LULU ocr 5>~ cr-J ~~ 1-0 mi= cr~ ~2 en;! :j~ cr o ~I- r--------_ , , , -- '" 1 ~"\ // ~ -' /....- '-., // ,,) I , ,-, ( \ I \ I \ \\ -' I \ \ / \'_/ , I I , I \ N.A.D. 1I3 COClRIlIIAlES .... ~4 FEET E- ~73U18 FEET ~ I N.C.G.5. STA11ClN ... 'TANK" II N.A.O. 1I3 COORDINA lES N- 357,0J8.489 FEET E- 2,805,572.538 FEET o Z ::J o en w ::J C) o m 200' 100' 0 ~ SCALE: 1" = 200' 200' I 400' ~ 600' N.C.G.5. STAnON "WI. lER' N. D. 1I3 COORDINAlES 355,885.791 FEET E 2,803,013.715 FEET , .. .. ,,.., ,....,~Ic: , I I I I I ICWW CHANNEL MARKER -R-32" I 01 I i I I I I I I I I I I , , I I I I I I -J ~ en ~ o ~ I- Z - o - I- Z ::5 I- <( SHEET CP-4 SHEET CP-S >- ~ cr ~ ~ 10 o o C\I LAYER MANAGER: 0-200 SCALE @ ~ ....I 0- u) I- U W l- I u 0:: <( en ~ a -, u.. o I- Z W en z o u o z <( z o Ci.i en ~ 0:: w 0- Z W l- I- ii: :s: o w en en w 0:::: 0- X W W :I: l- e> z Z ~ IXI o I- en 0:: u:: I- ::> o :I: I- ~ ~ 0:::: <( 0- o 0:: X I- >- Z <( o I- o W z e> Ci.i en <( w IXI o I- >- W :I: I- W 0:: <( 0:::: o Z 0::- w [j o en !;( :I: :s: 0:: w Z z ~ 0:::: o ~ 0:::: o u. >- Z <( ~ o w a: o u 0:::: o o w e> z <( :I: U ci W u ::> o o 0:: 0- W 0:: W IXI o l- I- o Z w 0:: <( en z 5 0- W en w :I: I- cri z 5 0- W en w :I: I- ~ ~ :I: e> ii: ~ W 0- o 0:::: 0- 0:::: W :I: I- o o z <( I- :I: e> ii: ~ o u ~ z o ::::i: ~ o u en !::: en w ~ w en w 0:::: ~ en en w 0:: 0- X w en I- u W l- X U ~ en ~ -, fn 0 ~ ~-'::--:::::::.- 1.0 ~-"::": . I- ~ Lri J C") 00 ~l > e..,:) a> ~ .1 ..... a> > Lr ) x ( ( $! l I- ~=:=~ < '7' 0 ( 0 ~ 1- - 10 ::2 ~ :I: Lri C,) - ,.J C") ",' 00 : ) :' <C Q a> ~ l_J ~ ~ ~ a> en a=: J!! < FY9 0 c C") 0 0 to I"- fn N (.) - Z .L:. :::;.- Cl '0) C ~ . ~ ..- 0 N ~ ~ '5 en 0,) ~ "'0 0 . 0 0 3= c: Q) C> 0 ~ 1.0 '- (]) c.. o - (]) > (]) Cl - <..) c: - ~ c: (]) E c.. o - (]) > (]) Cl .c. t o Z . <( . 0::: I , I I I I , I I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I , I , , I , I I I I -c e () ::J Z 0"""'- en ~-E ::l (1) 5- 0 ::J Q) ~ C)O:::~ O......,(]) ~ .E~ ro ID c: (1) c... :2 CO <C ~ C)~~ (/) <C l- e ,,~ O'-JC\1 c: ,-0 e .~.1B ro co:2 O~~ DATE PROJECT: RAM-04145 05.09.05 REVISIONS: REVISIONS 06.08,05 DRAWN BY: KT,SB CHECKED BY: LZ CONTENT: SHEET REFERENCE PLAN CP-3 --------- -- --- A....llI8ide ORW Une 372 8539 0,20 3080 373 8216 0,19 3080 374 1,924 0,18 3080 375 7,924 0,18 3080 427 10914 0,25 3080 428 9,830 0,23 3080 429 9082 0,21 3080 430 28 982 0,67 3080 431 13,513 0.31 3080 432 12 330 0,28 3080 433 12 470 0,29 3080 434 12 322 0,28 3080 435 12142 0.28 3080 436 11452 0,26 3080 437 31 530 0,72 3080 438 19989 0.46 3080 439 22,369 0,51 3080 440 16 091 0.37 3080 441 15611 036 3080 442 16,794 0,39 3080 443 15596 0.36 3080 444- 14,480 0.33 3080 445 13717 0,31 3080 446 13.266 0.30 3080 447 12,989 0,30 3060 448 12,887 0.30 3080 449 13.112 0,30 3080 450 13903 0,32 3080 451 14950 0.34 3080 452 15772 0,36 3060 453 16,- 0,38 3080 454 17,447 0,40 3060 455 18097 0,42 :WlO 456 18654 0,43 3080 457 18850 0.43 3080 458 19086 0,44 3080 459 19,133 0,44 3080 480 19180 0,44 3080 461 19180 0,44 3080 - 19.148 0,44 3080 483 I 0,44 3080 4lI4 19 0.44 3080 - 201 0,46 3080 466 15 0,36 3080 4ff1 13. 0,32 3080 ... 12:51 0,29 3060 489 11 0.27 3080 .t7O 12.1 0,28 3080 471 12 10B1 0.28 3080 ~ 1~iI 0.28 3080 473 12. 0,29 3080 474 1!i21111 0.35 3080 475 14,265 0,33 3080 476 11,042 0,25 3080 4n 10,803 0,25 3080 478 11,111 0,26 3080 479 10202 0.23 3080 480 15,005 0,34 3080 481 19.572 0,45 3080 482 14,756 0.34 3080 483 9,442 0,22 2880 484 10.817 0.25 2880 486 11,316 0,26 2880 486 11 ,434 0,26 2680 487 11552 0,27 2880 488 11._ 0,27 2880 489 11,791 027 2880 490 12.106 0,28 2880 491 12,813 0,29 2880 492 12729 0,29 2680 493 11 ,397 0.26 2680 494 10.230 023 2680 495 9.251 0,21 2680 498 8.447 0,19 2880 497 7,803 0,18 2880 498 7,302 0.17 2680 499 8,931 0.16 2880 500 6662 0.15 2680 501 6.373 0,15 2880 502 8,158 0,14 2880 503 6581 0.15 2680 504 7,581 0,17 2880 505 8,964 021 2680 506 7.706 0,18 2880 507 7.482 0,17 2880 508 8015 0.18 2680 509 9,761 0.22 2880 510 9.200 021 2680 511 6,846 0,16 2680 512 8.383 0,15 2880 513 15078 0,30 2880 514 15,6611 0,]6 2880 515 19.788 0,45 3080 516 19,4/54 0,45 3080 517 18,389 0,42 3080 518 'I 0,41 3080 519 17. UO 3080 520 18, 0,39 3080 521 18 0,38 3080 522 18,731 0,43 3080 523 19.296 0,44 3011O 524 20,535 0,47 3080 525 24.393 0,56 3080 \ \. \ \ ) / ../ LOT LOT LOT VESTED NUMBER AREA AREA IMPERVIOUS (so. fT) (ACRES) AREA (SQ. Fn 305 7.770 0,18 2680 306 7,856 0,18 2680 307 8059 0,19 2680 308 7565 0,17 2680 309 6,514 0,15 2680 310 6124 0,14 2680 311 5.987 0.14 2880 312 5676 0,13 2680 313 498!) 0,11 2680 314 6,785 0,16 2680 315 7319 0.17 2680 316 7683 0,18 2680 317 7871 0,18 2680 316 7888 0.18 2680 319 7,736 0,18 2680 320 7406 0.17 2680 321 6,894 0.16 2680 322 6,189 0,14 2680 323 5199 0.12 2680 324 4288 0.10 2680 325 4929 0,11 2680 326 5355 0.12 2680 327 5,378 0,12 2680 328 6397 0,15 2680 329 6489 0.15 2680 330 6599 0,15 2680 331 6748 0,15 2680 332 6,9Q0 016 2680 333 6,996 0,16 2680 334 7821 0,18 2680 335 6,580 0.15 2680 336 7000 0,15 2680 337 7,000 0,16 2680 338 7000 0,16 2680 339 7000 0.16 26llO 340 6,914 018 2680 341 7058 0,18 2680 342 7,000 0,16 2680 343 7,000 016 2680 344 7000 0,16 2680 345 6,822 0,16 2680 348 5,847 013 2680 369 9,184 0,21 3080 370 8,022 0,18 3080 371 7416 0,17 3080 N/F HVt.4P, LLC P .I.N. 6305.02-96-1604 Total V_lid ImpeIYIOUS AmI P'~ / ~ ----- -- .-/' / /" /" / '" ( "'__J ,-- -- '" '" '" '" "- ~*- ~<</ ~(j q..t9 -- ............ '\ '\.... 74 74 TlIIII......., of Lols wIlI1 vested... of ~ sq.ft TlIIII....... of LotB with v8IIteCI... __....ft Total N......of Lota TataI Lot Ane (8Q. FT) TotIIl V...... ....1VI8uI ANa (SQ. FT.) t4I 1,711,137 -.- 24.IlI% ~s -PR~ ,SANDERS CREEK / / / / f /" '" /" ) -- / \ / "---/ \1\ ~. - ~. "'-.. I '\ ~ :t / / / ~ - \ \ \ I I 1 .,bs /" 1/1 /" \) -~ ~~ IJ~ /" /" ".,.... -- /" - -~ \ / J / ( \ \ '\ \ \ J 'v ..-- --- ,-/ /( -~_/--\ --- --- / \ ) \' / r -- ..s' 7.>- <~. 1t",~ Marsh pier -- --- -- -..... 1 ~ /j // "l / I .-/1 I \ I \ .\ \ \ J \ \ \. "'- \ I \ \ \ 100' \ \ \ \ ---- - " ) ,..,.... ----- / --- ) / -- / / / / /- / / ( / ( \. \ \ . \ \ " \. -.............--- - ,,- - '" -- -....... -- " -..... \ ') _.-1 \ /' ,I I --' "\(( "'\ '- --- "' /'~ { -),,/ """ ..-/ / /- /;/ I " /" ,." &r "'I- Legend E.I.P. EXISTING IRON PIPE E.C.M. EXISTING CONCRETE MONUMENT E.I.R. EXISTING IRON REBAR E.P.K.N, EXISTING P.K. NAIL E.RR.S. EXISTING RAILROAD SPIKE E.A. EXISTING AXLE S.I.P. SET IRON PIPE S.C.M. SET CONCRETE MONUMENT S.P.K.N. SET P.K. NAIL ~ CENTERLINE rf./W RIGHT OF WAY R RADIUS A ARC M.B.S,L. MINIMUM BUILDING SETBACK LINE S.F. SQUARE FEET M.B. MAP BOOK D.B. DEED BOOK A.E,C. AREA OF ENVIRONMENTAL CONCERN U ....I ....I 0- u) I- U W l- X U 0::: <( en ~ o -, u.. o I- Z W en z o u o z <( z o Ci.i en ~ 0:: w 0- Z W l- I- ii: :s: o w en en w 0::: 0- X W W :I: l- e> z Z ~ IXI o I- en 0:: u:: I- ::> o :I: I- 3E ~ 0:: ~ o 0:: X I- >- Z <( o I- o W z e> Ci.i en <( w IXI o I- >- W :I: I- W 0:: <( 0:: o Z ci' w > I~ :I: I~ w z I~ 0:: I~ 0::: o I~ <( I~ w I~ 0:: I ~ e> I ~ I ~ o I ~ 0::: I ~ o l- I ~ I ~ en I ~ w I ~ I I I I I I I I I I I I I I 300' I I I I I I ........-....... ............-.. ........... ':: :::::::::::::::::::: ::::: ::::: 404 WETLANDS (WITH MARSH) \-~v~\y.526)(: UMITS OF CAMA VEGETATION LINE --------- MARSHLlNE NORMAL HIGH WATER (NHW) ~ TREE LINE - . . - . . - 30' CAMA SETBACK NWH - - - - - 75' AEC - 575' ORW PROPOSED RIGHT OF WAY - - . - . - - PROPOSED LOT LINE - - - - - - - - - - EXISTING CONTOUR ,,-----,-- PROPOSED CONTOUR AREA INSIDE 75' AEC LINE Totll Develorunent Ate8 LOT LOT LOT VI!!$TI9J NUMBER AREA AREA IMPER~~ {SQ,m {ACRES} AREA (SQ. 282 11.028 0.25 3200 283 9.339 0.21 3200 284 8595 0.20 3200 294 6,155 0.14 3200 295 . 6,199 0,14 3200 296 . 6.200 0.14 3200 297 . 6,200 0.14 3200 298 . 8.200 0.14 3200 299 6.200 0.14 3200 300 6.200 0.14 3200 301 6,200 0.14 3200 302 6149 0,14 3200 303 11.3631 0.26 3200 304 9.127 0.21 3200 383 19431 0.45 3200 31M 15.043 0.35 3200 385 13.918 0.32 3200 386 14447 0.33 3200 '.JS7 . 15.8351 0.36 8200 3118 . 17,361 0.40 3200 398 17410 0.40 3200 400 103G5 0.24 3200 '101 9,lM 0.21 3200 402 9184 0,21 3200 403 10.803 0.2!) 3200 404 14.168 0.33 3200 405 15,385 0.35 3200 406 12985 0.30 3200 407 10.531 0.24 3200 '108 9.357 0.21 3200 409 8909 0.20 3200 410 8.728 0.20 3200 411 9,016 0.21 3200 412 10.272 0.24 3200 413 11,273 0.28 3200 414 11,558 0,27 3200 415 11480 0.26 3200 418 11.038 0.25 3200 417 14880 0.34 3200 41' 8304 0.19 3200 419 7.935 0.18 3200 420 7968 0.18 3200 42t 8537 0.20 3200 422 9,661 0.22 3200 423 10.342 0,24 3200 424 10.059 0.23 3200 425 10,562 0.24 3200 42tl 11.420 0.26 3200 '\ \ "-. ) ( \ I J / 50' n...r-\..J SCALE: 18 = 100' 100' I 200' ! o LO C> LAYER MANAGER: 0-100 SJALE CP ~ fn 0 t- ~ ~- ,~~ 1.0 Z I- ~ Lri W C") ::E c..:. 00 ~ a> u.W ~ ..... a> ~ L.n OCJ X ~ c:> z< $! c::>> l- F C'-.I OZ 0 0 ~' 1.0 -< - 1.0 - CI)::E ~ :z: Lri ~) Z >-J C") 00 => o~ c..:. a> ~ --a ~ en a> < all:: J!! ~ 0 C C") (.) 0 to I"- en N (.) - Z .L:. =- Cl '0) C as <0 0::: c::a ~ 0 N ~ J!! '5 en ~ 0 0 "'0 0 ~ c: Q) C) 0 ~ L() DATE PROJECT: RAM-04145 05.09.05 REVISIONS: COMMENTS 05.26,05 DRAWN BY: KT,SB HECKED BY: LZ CONTENT: PHASE 1 EAST ENLARGEMENT PLAN CP-4 s...- a> C- O - a> > a> Cl . (.) c: ...- c: CD E C- O - Q) > Q) Cl ..c: 1:: o Z . <C . c:: en z :5 0- W en w :I: I- ~ en I- :I: (!) ii: ~ 0:: W 0- o 0:: 0- 0:: w :I: C o z <( I- :I: e> ii: ~ o u ~ z o ::E ~ u en !:: en w ~ w CJ) w 0:: >- ....I en en w 0:: 0- ~ C en I- u W l- X U 0:: <( en :> ~ -, . -c e ::::J 0........ en ~-E ::::] (J) 5- 0 ::::J (I) ~ g>o::~ m ~t: Em ~ s...O '- U (I) ci. Q) a.. :.c: ~ <( en ro c: C)~~ en <( l- e ,,~ O\",Jm e s...0 e .~JB ro co:.E O~~ M () Q., ~ ;>. ,Q u -- 0 or. 0 - ... u i ..... <I) u 0 ~ ~ 0 or. 0 - 00 or. 0 0 ~ oc --- \0 oj) ~ - ~ C,) , s:: 0 fa C,) -Qo t ~ $-0 0 ~ ::I: , or. -:t - ~ ~ 0 ] ~ ~ o z