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HomeMy WebLinkAbout20070432 Ver 1_Site Plan_20070309 ~ ~ r i r ! \ / ~ . ~ , ~ .,,,may ~ i rT S~Sz ~ ~ i ~ S5 ~ ~"C~ ~ • - Np r f~ Q~ ~ ~ e ow aR ~ qRp fiQ r ~ / ~ G s- ho ~U ~ ~ r ~ ~ ~ q M ~ UI ~ sr ~ l Map r ~'so ~ \ ~ ' a r` Pq~ ~ ~ ~ ~ eQ sh i ~ ~ i i ~ r 4•~ / ~ / l ~ p~G / r 6 ~ / i ~ ~ r ~ ~ ~ r ~ . ~ i ~ +i... ~ ~ 1 ` ~ r ~'~Q r I ~J J ~••'P r'~~ ~~6 ~ a ~ 1 ~ ~ ~ ~ ~ Y y ~N , g, pG n ~ 6 h fl ~ D P l / cu 1A r y + ~ 0.~VVV 3 v Y. Y. ' U F y a • ~ y 1 . • y M/M~~~~ YY~~ ` y Y ~1 ~ x®(/~j~, j J y • ' Y ~ ~ • SIN ~'R~ I y y y ,y y y yY u • Y Y y + y Y + w y ~ y y w ~ . y y v ~ y " ~ s ~ Y • ~ v Ti~" Y y Y 1 1 + y, + y y 'Y ~ y y r Y 1 y y y ~ y ? y y M y 1 y Y y Y K y y ~ Y y Y' ~ " y y y y y y y` y 1 Y Y + ~ ~ + Y ~ ~ 1 y • y y yy + • Y ~ yY Y r y y + yy y y Iy ° y y y ti ~ ~ ~ „ y ~ ~ y1 ~ ~ ~ r ~ ~ ~ N~ ~ . az 1 6Q S O,~M. . a~ 'e 9p~ 1~ / 4 ~ ~ ~ r S y, r 900 S.F. g5 a ti I 30 NHW ~ i SEI~ACK / t! ~ ~ 1 r A a ; r t ! / ~ 3 1 6 s k / ~ s /f r ~ 4 4 1 r ` ~ I` y"'~ ~ 1,J~ Y e / J ~ 0~' ~ ! \ ~ qa J nN ~ ~ \ ~ ~ ~ ~~(1~` i G'G x F ~ f~ r0 \ W ~ \ ~ ~ ~ ~ r / ~ / ~ i 9 ' I / ~ ~ ~ t g ?6 , ~ ~ . * a 4g ~ ~ g g , t~` III ~ T` ~ ~'i ~ i r ~ ~ / / ~ a ~ 'Y 'V ~ ~ 'fir ~ `mow y 1 / \ YZ \ h (gyp r r s i' e / ~ 2Q0 x15 K 1 ~ h'i~ ~ ~ X69,0 , ~ ~ s ~ re a 3~ l / a ~ ~ / \ \n ~ry a ~ 20,045 , /20.045 &F. ~ ` \ YY \ / sl 1 / p, ! ~y Nb qr . . \ ~ , k ~S / ~ ~S ~ ~ ~ ~ ~ " ~ ~ ~ K ~h ~'t r ~ ! a6 A I F ~2' a! \ l qp T 'Hq i i ~ a ~ ~ ~r ~ ~ ~ 6 ~ 8p ~ ~ i '~G~ / \ s, ~ ~ ` w.,,'~ ~ ~ e / r ~ , r. r r \ ~ ~ ~ r ~ I ~ I w`~, / 1 w ~ ~ti~ ~ ~ J ! / ~ r I 1 ~ ~ / ~ ~ ~ ~ ~y / / ! r r , ~ r r i 1 ti~ ! ~ ~ ~ I 1 ~ ~ ! ! ~ w. ~ r S , / 1 1 r t N r w qG 1 t Np a. ~'p k r r I~ q ltr '~'M / i m p pq / l \ Ilk -I Pq 3 , ~6 -IZLI ji t r l . w . ti / M W p / , qp OR N air, . Fn.. i rn vi d x w c~ N PERVIOUS GREED SPACE 0 W PERVIOUS PAVEMENT U r a IMPERVIOUS SURFACES GRAPHIC SCALE 50 0 25 50 SCALE so 100 0 I inch r 50 ft. 50 ft. 0 Date B Deli scale No. Revision s N ' PREPARED FOR: sheet No. ' 1 =50 MASON LANDING YACHT CLUwo'u VENEL o Drawn By Daft N MNH 2/14/07 'rERVIU'US vs I'""EDX Pusan Landing Yacht Club LLC WITHERS R"El mr mv,10US S 1 I. r 1 v S Miitary Cut Off Road, Suite 101 LO MAJOR CAMA PERMIT LO checked By Job No. Wilmington, NC 28405 ENGINEERS I PLANNERS I SURVEYO 5 f 5 RVEYORS ort N Carolina 54, 1 Hartnett Township New Hanover Country 20554200 In 1 7040 Wrightsville Ave Suite 101, Wilmington, North Carolina 28403 tel: 910-256.9277 fax: 910.256.2584 c 910-256-2584 www.witherwavenel.coim Q r r fr / ~ / / C`~j~ ~ / ~ ~ ~ rte' \ ~ ~ / r / ,,,r I" 1 >4 26 G ~ ~brr ~ / 5 / ~ r / ~ r% / / / ~ ! 8 , ; = Q a ~ 5 r ~ ~ ~ o I ~ , e ~ i / ~ ~ 2 q~ t ~ ,r, / t~ p~ ~ ~ ~ r'' r APPROX, LQCAIIQN ~ ~ ,r f r? / ~ f ~ pF PRpP05ED ~ ~ , ,-fir ~ f %1 ~ r WATER WELL V / ~ ~ ~ 4 1~ \ ~"4 ti~ ~ rD ~ 3 4/ ~ ~ 1~~M ~ f ~r / / ~ / l~ v j-.~' , EXISTING CULVERT ~ ~ . TO BE R PLA ~1 ~ - E CEO ~ ~ ~ ' ~ i ti ° rr / 2 ~ : , . q r, N C ~YIC / r/ / o ~ ~ ~ ~ 8 i M~~ 6~ X99 ~ , / / 55 'l / ~Q t - ~ ~ o ~ ~ t ~ ~ mop ~ ri. c~ ~ / 11+00, 71 10+00 3 2~ +O~~M 8 , • w y ~ ~ wti .i`" j: ~ ~ p~ ~ ~ 'Opp sy ~~,M~ ~ K ~ ~t ~ty~. i 5 q / ~ ~ rte., z,,;. ~ ~ ~ ~ 0` x 2s ~ . ~ ,5~ •.r.. y~kk,~c~,R~2r~7. ~ ~ \ . r N 2 ~ w 4~ ~ ~ ~ R - 0 ~ ~ ~ R / a r' ~ 3 ~r 6~ 30 NMW ~ ' r~ y~r 1 < ~ S 6 ~6 ~t 1 A ~ ;off'` k / ep ~ ~50 4 C,. r,~` MEAN HIGH WATER NINE--~''` .1` - ~ / ~ 1 ~ ~ , ~ ~ l , APPROX, ELEV,=2.9 ( ~ ~ k ~ ~ ~ ~ o ~ .r' ,M,,, , i ~ r / i ~ ~ / / 0~ 0 / 7 ~ r.- / a ! / ~ ~ r ~~.r . ~ , - ~ ~ ~ q~'M ~ l l! s I ~ ~ ~ ~ ~ P,y~~ 0~5 i / 6 p. / / ~ ~ r. . ` 'wr ~ i r ~ i ~'"`,l ~ i gib ` l 1 .r' , . ,.r ~ `Ir i ! ~ ^~a~, ~ / l RR ~ r aRF ! l ~ A`8 ~s , , 8~ ryq "'w1 ! l ~ ' F aK ; ~~s qtr U ~ ~ p / / i r R / Rq, y: ~ ,E J ~ ~ i ! ~ ~ ~ i i V,~ qtr =q.~~ ; l / ' e x ~ 6 . , ? ~ / ~ R R j ~ Rq~ CO 1 : ~ ~ - / o ~ N / ~ a s / ~ ~ cr Y ~ r ~ r` ~ ~ ~ r, r~. r , ~ ~ /J T~ r r ~s ' o t 1 s C , ~ ~ / a RR q z6 r~ G~` ~0 ~ \ / xp~ ~ ~ r/ ~ ~ l., ~ r. . r p r ~ ~ i. t/ ~0 j ~ ~ 1 - ~ 7,. i" ~ ~ ~ 2 a- C / a2 . ~ / , ~e. ~ M~, ~ r~" r ~ ~ ~ ~ • ' ~ • N R~ ~ ~Q ~ ~ ~~A ~ ~ ~ f~<., ~ d'`•, m 4 ~ ~ P , ~ 4 ~G~ ~'3~ _J 'r Y-~ ,r ` r ~ t - _ LOW POINT ELEV 23.79 HIGM POINT ELEV - 24.10 ~ ~ / i` ~ LOW POINT STA = 2+49.16 HIGH POINT 5TA = 3+27.04 ~ -,1 \ ~ - ~ ~ ' x , C,'~ ~ ~ PVI 5TA = 2+32,21 PVI 5TA = 3+41.11 't.,ti,,,,,~ j G.., MN .1 ^ ~ PVI ELEV - 23,39 PVI ELEV = 24.25 ~ ~ ~ ~ ~ ~ i / l ~ ~;a~ Y~n~ w A.O. - 1.98 A.D. --3,99 t~`Q~to ''UL,\ ~ ~ K-85.70 K-11.72 / M`~ / V! \ 169.7 VC 46,T VC , - ~ i ~vY p~ /r ~ ` p~, ~ / ~ 1 ~ ~ ~ i ~ ~ ~ ~ ti m % ~ , I 1 I ~ ~t ~ ~ ~ + CV cn..~ 'd O E ~ ~ II G ~ II ® I~ II ~ U > .w 26 1 cn ~ m 26 • 99; ~'~0 SE w I f PLAN 24 24 PR PO 0 1 =~0 0 D 5 TO M CU T 22 22 ~ I V 1. i ` •1 20 20 i I 18 1$ i 0+00 1+00 2+00 3+00 4+00 + 5 00 PROPOSED ROAD PROFILE i I 99 9 1 =50 HORZ, ~9 1 VERT. I 26 26 i z RPOE GAE ROOED 24 24 V 4 F..E, 1 ,94 22 22 20 20 i 1$ 18 i 16 16 EXISTING IMPERVIOUS SURFACE. 14 i W 14 (CJ 4,. d 12 U 12 Q ~ I 10 r d d 8 a N d~ 8 C p U A 6 w W W ~ 4 4 A P OX M A H GH W TE L NE E EV = ,9 z a I ~ 2 w v1 2 C 0 ~ 11 +40 10+00 9+00 8+00 7+00 6+©~ 5+00 4+00 3+00 2+00 1+00 0+00 U ~ ' i Q AEC 575 CROSS SECTION U » ~ 1 =50 NORZ. GRAPHIC SCALE ? 1 --5 VERT. 40 d 20 44 80 a a c .4 a 1 inch 40 ft, C a N C Np. ' " Date B Dpi ner Scale Rev~soon s AS SHgwN PREPARED EQR: Sheet No. Drawn By Date Mason landin Yacht Cf ub LlC kVENEL " MNM 2 14 p7 ~ , 1135 Milifiary Cut C?ff Road, Suite 201 ~ Checked 8 Job No. , N Y ENGINEERS I PLANNERS 1 SURVEY Wilmin n, NC 28405 S~ uRVEYORS r orb ar®~na n tfi wn ~ ew anover aunt ar~~ o s a 2g5542pq fna 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910.256-9277 fax: 91x256-25 { fax: 910-256-2584 www.witherrsravenel.com i r ~ ~ ~ ( ~ ~ , ,I t ~ ~ ~ } l 1 _ N I l 1 ~ I ~ ! 1 1 I ~ ~ ~ ~ ~v e • - ~ ~ t ~ _ _ 1 w• ~ • ~ _ ~ ~ ~ N ~ ~ - _ - NC3W 4R / I P t.. ~ ~ ~ 1 ~ • EXISTING GOAT ASIN 3 ~ ~ 9 l ~ P,AG~ ~no~~ - ~ 1,D ~ ~ ~ y yr .r / ~ ~ . _ _ J ~ ,r ~ ~ f,. 'Y -C «...4 . ~ .M MEAN HIGH WATER LINE ' • ~ 1MVA ~ ~ y ~ Y CONTRACTOR TO UT •94 2 ~ , , 18 ~ ~ _ ~l APPROX, ELEV,=2,9' ~ . RGER HOLE IN ~ • _ _ LA ~ 1.. a....,..1 _ . BULKHEAD FOR 0" ~ ~ ~ CULVERT ,i 1 ~ T t ,..E.. r~ _~..,....-I F , t , i I d r,,,,, a.+r"°" F (,.1..,~ t r' ~ I I .I. I'._ t f . I ~ I,....I. ~ - i - e~,o~+ i I s I t 1 I t ~ 1 1 f.-~ i.. I 1.f.. 1. I I f f h... I ~ 1. .1 I 1 a { i' { ! ~ y r i-1 I' ~ I I t' . _~.~..I'-I--r-I'? .,""`..I i. }.,I 1 . , r ~ ~I i~ } i._L....I 1,~. I. L ~ z•:~_.. _ i.: r.j- l .prr" ,y ~ ~ ~ _ 1 .1, 4 I. t ~ 1 1 fir.. j ~ _ L...~.,' - ~ i ' :a . 1...1_. - r ~ _ . . ~~s"r"".~.~ fi..L.~ I I' I V 1 r'{'"~..J...1...~..` i .i : i ~I_.....IwLY.. i , j .L. . __""'y....r-- ..,.a.,~-.,~~ ,L._..~'" L I 4 i 1 ~ l a.. ......;...1..;. .L;.,-.;"1 L. .l...i._~.. ~ I ~ _,_L..L.: ~ II , . y...--~ ..~..+n~":' I.. ...i.... t..r ,L....'_.._~... i ,...J.. _t_.j , 1 i.. L..,. I. •..i_.~ JI ~ t~' ' ~..1 r .4....,..~. r. J.-~, J.; 1 L.I,.'.,..._..~... 4...1..k I ~ L. ,..I_..,- ~ - ~ i. ......1-L * } I I .!,_t.u.... :9.!".I L 7~ ~I, 11 j 1 t I ~ ~ ~ r! . , - MEAN HIGH WATER LINE Y_ _ _ ~ - - ;-.i _ APPROX. EI.EV,=2.9 I ' ..~..1 ~ ~ l ~....-L a.t..,.,... ~ I I i d u ~.1-', I I t ~....,...,..r.,~ r---~ ~ ~.....I ! 1-~'~ I 1_~_;...L.~-•~--r~ 'i i ! r .k L..~_.I.~. C i 1 1 r I' j t l ! .1,.i.. , ~ .r.. I I I..~ r - ~ I 1 I - ~ 1 ,_...i.. ~ tom' t_ - . _ ~ Y ' , 1. I I I I . . , 1,- . , ~ r .r. ~ t ~ 1~~.7~ fi. • ....-w • . EXISTING PIER & t-.,~,.T.- OUT ~ .ols .w..r., j ~ F Ap ,wli T I„' ...,I ! I I I _ I..,..... _ ~ } ~ I 1 r....~,.~., r I I i ~ I I ~ I ~ .r . .F•~ DOCK LAY i :.~._r- , 9 I .:...I I..`_ - 1 I ' I..I I i ~ ~ I ..l.t.,~.l .I_,,. I•~l I j' ~ 1 ~~„I .I.... .t. }...1.., ~..i.. 1 ..i. _r. ..j... ~.r.~.r I ..I ...~..1..1_ ` a,._ , I ~ 1...., ~ ~ I I-•-- , _Lr..4... .1 1'. ~...L..'.a... _ ~ ~ ~ I r.~.r I 1_.I., 1 , I ~ r..i , _ r.; i 1 a t , ~ ~ , I {_~.,1 _ I a. i I 1. ....I- r t i ..t..... 4. I r I~rL.,.~.,-- h ~ ~ i_ .r.a.. 1 , ~ tn~ 1 ~...~....b I, 1 < <..wJ._; . 1. ~ ~^i' ~ 1 i~• ~ ~ ~ .l ~ ~ _k ~ _L ~ ~ ! 4. I , V _I. , ,.I . ~ ~ 1.. ~ r , I _i.. , t. ~ . ! ~ ~ a- , ~ W ~ I ~ - , " ~ I, r L. I I. l :lrs~~:~ 1 I. j r I •t ri r'• _L..~.f r.t.!_~.~..~_.~.~..~ , , t I:. L..,....~~.G. i..,.L..1_~...~.}....1..~ ~...I , ~-w°t- I _.',,...,.._..~,T. I ._.L. r I. _ ~ ~,1_ t' r _ (y° 1 ` ~ r I _r..l~'1 1 I } { t ~_y... ~ r i { .1.....( .I... ~ 11'`t"I' I ~ . , a . ~ ~ , i t ..1..'.. } 1 ? I I I+r/r ,..fi.(."...1.}. i ,.I_~._1.....~...1_l..,-a...,...{ .,_,...._l...i-~`~'F,_~:.:~..., I. I "I ~ , } i V ..t..i.„.1 i { 1,,~ _ j' - t . - ~ . ~t` 30 NHW SETBACK g~ ~T ~ Y ' - r? ~ ~ rur ? I,..~_... I I ~ 1 „ .~...r..j...,..1..7..... ,I.1... _.t.~. _ { ~ _.`.r.......i..); -r I ~ ~ 1. t_L_ ..5. I ~ .1. . t I ~ I ~ ( •....J._...I ~ , . , I I I I I T r.~• , JIB„'"" .~1.. ._i.- { ~ ._1.. { , t ~:_r. .n.. ~ j ~ . r f._.1..,.. ~ . .,..r .Y., 'i•-r•I I .J. I... 1"~•j } l...._ _x._1...1. 1"~ t~' I_I_I. r..... I ~ I.~.... .4..---r:~ . ~ 4 I ..r , ,I.~. .i I I _ . -F I a..~. 1.~-- . I , F'1 ~ . r • F~UI.KH~AD ,,,_.....Y..T ..:~_,.,,-~...i._~..~• . i ,.i...~..r.. ~ l .._,.,.1, _ a.. I t ' .1 1..{.. ~..r.. ~ i , ~ -t ` _ $ MBA ~ ~ , ~ , , ~ ; ~ .,..;..i C I: .~,-.,...1..~:~. . h i_..T ~ _ _ _ ...i._~..1_,. _ . , t ~ l ~::x::f: t ~i s ; i . , r ~:~ti.:~~~ ! r-•- f r..h... la ~ ~I..s. 's"'" rrr~' _ ~•_j..l, r _k . ~ `f' _ -::~'::j.".~......~._ ,mow" t I II ...~..i ` i I ' . r' ! ~,,t _ _ ~ ! f U 4 rq ~ v q x O 0 ~ 0 1 1 ~ ~ 1 G I ~~1Y I CSR FOK.M ~ w NOW ~ i i N~a ~ ~ soh t ~ ~ 33 w I I PA CONNECT ROOFORAIN ~p~K J z I DOWNSPOUTS TO DI-2 ~ r / o l ~ i ; AS NEEDED ON FRONT 1 I i r d OF BUILDING ~ i• ~ I ~ } i ~ i ~ 1 ti ~ ~ i r i r i ~ 1 ~ 1 / ,i i r - 1 _..~--------•--f i i 1 I C(3NC ti r 1 ~ 1 1 0' ,'t NOTE; A SILT CUB TAIN IS TO BE MAINTAINED IN TH 1 ~o P~IVaT~ Acc~~ AND uTII.ITY ~AS~MENT BOAT BASIN WHILE DREDGING AND CONSTRUCTION 1 IS PERFORMED pIJ THE BULKHEADS AND DOCKS, r ...~x - . ~ ~M~,~Y , ~ ~r_______ _M _______w__ aR ~o ~ X NoW ~ l~. _ _ ..__.n__.. _ _ _ _ _ . ~IC~ r G~ G35 I7~9 / ~ ~ooK i i~ i ~ 1 ~r r~ / c ~ I v~11 W G p~/ ! ~ ,~.1 r---, , Li (I `J 1 1 ~heP 1 A0 C, t ~o ° o .0 xL - i 0 o n o i LLj ~ t i w e i i EXISTING _XISTING IMPERVIOUS SURFACE 6 2a U GRAPHIC SCALE 40 0 20 40 8 O 80 'C Z 1 inch - 40 if, No. S~°~ Date g °~`p°' ~b ,°_40' MASON LANDING YACHT CLUB w"k PREPARED FOR: 1 AOOED SPOT GRADES TO PARItlNG AREA 7 NNM G RA D'I ~ N C, D KAI N AGO` E ~ Mason Landing Yacht Club, L« WITHERS RAV E Sheet No. ~VENE:L °mw"By MNH 2i14i07 MAJOR CAMA PERMIT cn«M er ,oa rvo. & E ROSION CUNTROL 1135 Military CutOffRoad, Suite 2oi ENGINEERS I PLANNERS i SURVEY Wilmington, NC 28405 nina 7040 Wrightsville Ave, Suite 701. Wilmington, North Carolina 28403 hl: 9142568277 fax,910.29629 URVEYORS 3 of 5 N 20554200 Hartnett Township New Hanover Country North Carolina fax 910-256-2584 www.withersmvenel.coim ' 3 - - STORM STRUCTURE COMPUTATIONS DEVELOPMENT DATA: GENERAL NOTES: I ~ I TOTAL DEVELOPMENT AREA - 1 PIPE NUMBER LENGTH DIAMETER TYPE OF PIPE SLOPE INV ELEWP INV ELEVDOWN RIM UP REMARKS MINUS CLASS IV SOILS - . - 11,46 AC, 5. A PORTION OF THIS SITE 15 LOCATED IN 1, NEW HANOVER CO, PARCEL NOS,; " _ _ ZONE VE (ELEV, 12, 14 & 15) (NEAR THE 0- 3169(20 - 90 - 7263 MARINA) AND THE REST OF THE SITE IS (FT.) (IN.) (FT.) (FT.) (FT.) ~NOT~pPj~ MINUS NATUR4L WATER FEATURES - 3169 2O - 90 - 8119 I - LOCATED IN ZONE X , AS SHOWN ON FEMA I FEATURES 1,49 3169 20 - 90 - 9105 P1* 36 18 HDPE 0.02 14.70 14.00 16.50 FLARED END SECTION ~T MAP 37203178OOJ, DATED APRIL 18, 20051 3179 17 - 00 - 9021 P2* 56 15 HDPE 0.30 16.42 16.25 18.30 FLARED END SECTION TOTAL DEVELOPMENT AREA - 9. 3179 17 - 00 - 0241 - lV151~N A 9,97 AGt 6. DISTURBED LIMITS - 7,62 A,C. 331 927 S,F, 1f15TA SUED 3179 17 00 2104 ~ - - BRA ~ 1~- _ _ _ 3168 08 99 9821 P2A 19 15 RCP CL IV 0.32 16.48 16.42 18.20 PERFORMANCE RESIDENTIAL DENSITY - 3179 05 - 7 7. SOILS; Le--LEON, Lo-IAKELAND, ~ 3~ ~L DENSITY 09 193 3~ PAG TM-TIDAL MARSH ~P~' ~ S/AC, R-15) = 317$ 05 - 09 - 491$ P3* 57 15 RCP CL IV 0.30 16.42 16.25 18.50 FLARED END SECTION 997 AC. ~ 2.5 UNITS/AC. (R-i TOTAL UNITS PERMITTED - 25 3178 05 - 09 - 2776 D-25 P4 14 15 HDPE 0.29 16.46 16.42 18.85 25 UNITS PROPOSED 3178 05 - 09 - 4$84 IMPERVIOUS, ~PasEO 3178 05 - 09 - 8602 BUILDINGS 25 LOTS = 51 563 SF P5 26 15 RCP CL IV 0.31 16.54 16.46 19.10 ( ) , 3178 05 - 19 - 1215 i BUILDING COVERAGE - 35,000 S. P6* 36 24 HDPE 2.78 18.00 17.00 21.90 FLARED END SECTION (25 ~ i400 S.F.t PER UN P7* 20 18 HOPE 1.23 20.95 20.70 23.70 FLARED END SECTION RECREntiON nREA: SIDEWALK = 429 5F 35,DOO S,F,t = 8,1~ EXISTING BOAT A 30AT ASIN PER UNIT 2, TOTAL TRACT AREA: 11,46 AC,f ROADS/ACCESS DRIVES = 52,569 SF LAND - 9,97 AC,~ CLUBHOUSE POOL = 4,012 5F e WATER - 1,49 ACIt P8 19 15 RCP CL IV 0.49 21.04 20.95 23.70 25 UN«TS X 0.03 AC./UNIT = 0.7 2.7 AC.t PROPOSED a UNIT = 0,75 AC, TOTAL =108,573 SF Q~ POSED 3• ZONING DISTRICT; (GD) R-15 } EXISTING CULVERT T ~t,• P9 26 15 HDPE 0.31 21.72 21.04 N/A CURRENT PROPERTY BOUNDARY ~ 4. LAND CLASSIFICATION, CONSERVATION & BE REPLACED ~ 4~ P10* 33 15 HDPE 0.51 16.97 16.80 23.00 FLARED END SECTION RESOURCE PROTECTION ~ CONTRACTOR TO UT 18.9 ~ Pit 146 15 HDPE 0.50 17.70 16.97 25.50 ~ LARGER HOLE IN " BULKHEAD FQR 0 P12 95 15 HDPE 4.60 22.07 17.70 26.20 RETAINING WA ~-LIMITS OF DISTURBANCE• CULVERT MBA U~' MCrA -r- P13 62 15 HDPE 0.50 22.38 22.07 24.80 I _ , I 1 J ~ ~y ~2Q P14* 52 18 RCP CL IV 0.31 23.36 23.20 N~A FLARED END SECTION r~ V ~ v ~ s ~""~"-w y y r r I t P15 36 15 HDPE 0.31 23.59 23.48 NSA I P16 36 15 HDPE 0.30 23.76 23.65 N~A Q r . v I y ~ F F r r MEAN HIGH WATER LINE P17 36 15 HDPE 0.03 23.94 23.83 N~A t ; r _ I .i APPROX, ELEV.=2.9' rte' 1 I t..,.. 1 y Y r,... . SPILL A 1 r ~ ~ A ~ ~ A,.:.. ~ ..i I 1 _ _ I 'l t i~ I S EXISTING PIER & DOCK LAYOUT P18 36 15 HDPE 0.31 23.59 23.48 N/A ~ I.. 1 y , I I E° ~ i r; ° 64 SY ~ LA ~ r , ; ~ 1 ~ , . ! r 1 P19 36 15 HDPE 0.03 23.76 23.65 N/A 1., , ~ i , ° + 7 P20 140 30 HDPE 2.51 4.93 1.42 NSA - c~ 1 ! . FLOW SP EADER ; I i ~ ~ , , _ ~ , , .rr-,--r ; , , . 0 - , a x' 1 ' i 30' NHW SETBACK 4 X 18 , i 5f} a 'i" ~ I I . r ...i ~ ~ y I . _ 111 a1" • , , ! i ~ ; ~ ~ , ~ . ; ~ I 1 ~ , 30 SY ~ , ' I _ ~ ry _ $ _ ~ , '~d y P P , - . ~ , {I' I STRUCTURE NUMBER INVERT ELEV RIM ELEV ~ ~ j , . _ y ~ ~ 1 I ~ I.. , j ~ , I { : ~ ~ , ;1~T ,/~1 ; 7 x 1..., ^ _ , _ I 1 , ~ i X Y d I i 1 1 : ~ I. , 1 ' r ° y, ~ _ _ ~ , ' rl ~ a a ~ I ' , I, t h. r ~ I ~ t ~ ~ ; III .i I . _ a ' ~ ' 4 ° i CI-1 16.42 18.30 O~ ~ DI-2 16.42 18.50 ~ ¢ ~ C~JJ`~' I ~ , , I_..,_. , . ~ - ~ ~ r ~ ~ _ C u ,t ~ I.. , - _ 4 ~ . Y , _ i I ~ i _ t I t I G"I . °t : i i . _ CI-3 16.46 18.85 ~ ~ S~ ~4i y ~ I ,1.. ~ i : ; w y ~ . ~J• ~ ~ ~ . 'I 1 1. ! , } i- , , i - ~ o ~ ~ i ~ CI-4 16.54 19.10 ~ ' ~ p~~ Q~Q ~ , ~ , , I . _ ~ ~~yy~y> (y/~ ~ I . r ~ m _ ~ ; , 1. ~ . ~ ._r. _ . _ , . , x - a i. CI-5 20.80 23.70 CiJ/ / / ~ ~ ~ q,~` - , y ~ , x x a ~ r r , ~ ~ ~ r ~ a,T v.. tK:~ ~ a . . rl ~ J l `'r 1-1' 't I. ~ i 1 I 1 ~ , T 1 I 'j, I. ,..M_..~ v + ~ , I w. ~ .v .y x ;w '.~u ' r ~ . . i ~ 1 ' t.. r..y I n• I ~ 1 _..i. \ I ? i r , a ; 1... 1~+ I I ~ t r W . ; ~ ~ 1 _ , ~ ~ ~ r ~ _ _ a ,.:,I : I o W H MH-7 16.97 23.00 i ~ ~`LQ oP'~` ~ ~ ~ 1 ~ y 1 ,,,,,I ~ - iv r , 'j ..i._I k ~ ? ~ ..i I f I I i ! ~I_..~..,.,f E I r.-+y^~*^I. 'i.~^i .'C'L"',~._ I ~ W ~J 1 } . ~ y a r 1 t I ~ 1 r I W LLJ MH-8 17.58 25.50 R~~",6 ~ i~ ~ ~J~, 9' ~~J~' i . ~I : ~ : x ;~,i., ~ I 2. , ; . , . ~ 1 ~ ~ , { Y lat! , I 1 - .k 1 v ~ I .r. i r' i MH-9 22.07 26.20 TTY % ¢ ~ ~aJ 'Ld d ~ x I ~ ~ 1 i I , a ~ 0 i I 9 1 Y i N i • I.• DI-10 22.38 24.80 / ~~%"Q1 ii ~ ~~~c, ~OP~~\. , , ;PL DI-11 16.48 18.20 ~ ~ L. ~ _ 9 A / , . ~ ~ ~ ~ I~ : y ~ . : i ~ 1 L... . t , ~ 1 . ~ I 1 CONNECT ROOFDRAW y ~ . ~ ~ i•~O ~SPI~EAD,ER a ~I / 1 I... `1 i k. t ~ r ~ ~ ,..i 4 1 I 4 Y' T W . t ' J w / t3C fi _ ' I-~ ~ . ~ 'I , ~ ; , ~ ~ ~ r 1 I pOWNSP0UT5 TQ DI 2 ? ~ ~ x a v v / I r ~ a....., 1 I I I ...t i~ i li D 1 ` 'r i I A _ ~ I f~ILET ' ~ _ .a ,r 1 , . : a II~O ~ I ° : A ~ 1_2 z ~ S NEE ED ON RONT z ,1 n y x y t 1 n + 4' ~ , F,. ~ ~ 7~~1?Id ~I~ 1 Y_; I I. ...k 1 1 I i... ^ ~ ~ , ~ I , NT i a ~ o / ' : ~ ' ~ ' I 1. S~ DEtAI~; ~ ~ 9 ,3 ~ ~ I~_ v-!- ~ r . ~ d J m. r ~ y ll '~,.y ~ , 1...1 i I I ; t •I. ~ 1. ~ F'' I ! ti' _ t _ i u ~ a i t v°., ~ } I ~ ~ I ....r 4~ I I I~ I I_F a v_,.. r r ~ n .,•,v.;; y ~ ' t i + 1 i ~ ; , - , _ r E~t1y TRA ~ N4~ ;1 r , I . I , I ~ -1 r ' , y y x r ~ n F I ' 9 1 i r ~ rr ~ i i r~. l . I I , ~ ~ I i I I ! b, w ~m_,,, y ~ ; I ~ 1 I ~a~. _ / / ~y~~ F1~W SPRfiADER; / r - r ~ {r I I r' ~ ! I~T. . F 3 . . ' ~i l u ~ i ~ s `lJ I I r " r_, ~ , r f y .1 ~ t ~ 1 , . , ~..a ~L. r k Y ° 1 v _i... t I r , 1.. ~ ° ' ~ " I 1.i-ia~ , 1 I I I ~i r., ~ - _.j. I 1' I .F.. :-t , 1 I _ , r I I i v s ~ y y ~ ~ 1 ~ r. ~ .i. ~ 1 , ~ ~ t r i, ta~~.:~ i- t ' ; a I I ~~hALE 1 ~ ~ I I ~ ~ I I I ~ I . .,i.... ~ ~ 1:~ / EMERGENCY ~ ~ y ~ ~ / / SPILLWAY ~ ~ - ` i t ; 1 I- i ~ ~ ~ - VV 1 I I ~ ~ / ~ ~ / 20 SY CLASS .6. , V ...I i I ~ . I n.. ..r 1 . I r f ~ I_ a.,~w+i. i i.. . . i ~ Y~ i . F..I i 7 it ~ Y A :i I . . ` .~..4 - ' 1 v ~ ~ ~ - ~ , . i. , I 1 I r .I. ' a F " r I.. 1 i I j ~ j BEGIN SlL'T FENCE RIPRAP i y P ~ ~J~ ~ ~ ~ ; / ~ j / SILT FENCE, ~J i 3,.. } I I .i.. f ~ . ~ ~ t. ,.i. , I ~ I _ r r d t ~ 1 ~..r . _ i.. 1 ~ I ; . I n. ; I I r I~.. I _ _ _ z j L I I , ' , .i : ' r • i ' ' ~ ~ k . a. ~ ~ i. ~ t 1 i { ~ TP ~ ~ - ~ 1 ` , 1 _i.. ; r 1 ! I ~ ,.I i 1., 1 t I~-r ~ .I~+ ail i ~ 1, MH 7 5- ~ , ~ ~ r a. ~ , 1 1 • i n - 1 I 'i t _I 1 ~ ~ _ „ . 1.1 ~ ~ y`q~~, ~REE PRWECTION X23 22 ' s;, I ~ , ~ w ~ , . ! ~ I I I r . ~ - _r _ i i .S._ 4 .7-~. ~ _ : ~ O Q FE~KICE, TYP \ i i ~ / J ~ I y f r , l ~ I . .I. I I . 1 . 1 i..,i ~ i l ....i . II , ! 4.. F 1 ~ r' i ' S I ~ , 1. ~ -,i.. .1 r r I I I l .l ~ +rw Fa _ ~ 'L+ , I .t. I r , ~ , ,..,,j.... r. I 1 1 I ~ I I. ._i..l i .I... ....1 ii r ~ , . ~ _ . ~h^ 1 i ,..1..... I I ~ I I,_.... I I i,,..' 1.. I .I ° I~ 1 t ..1i I ? 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CONSTRUCT~9TV ~ - a a ~ ~ , P17 26 16 P15 24 ANCE - °~..~.._ni. ~`¦i=-8~ ~S- ~ L'`~; _ . s-- ~ _ _ P P 26 _ - _pAVED ROAp _ ~ T ° ` ~ RA-9 RRA 826 - R A-7 26RRA-1 e 26 - ~B~GIt~ cui ~FNCE ~ / r ~h. ~ ~ - 1 EGIN itT FENCE RRA 1,t . - - - ~,r- ~ 12 _ _ ° ~ o / ~ r _ I ~ OORD ATE WITH - - - - - ~U r______ a _ ' \ 4G ~ / I Je ~ ~ ~ Q ~EMOV L ELO~ATION ~ ~ I ~ 1 ~ / i I ~ ~ I ~ ~ ~ 22 ~ ~ L MITS OF DISTURBANCE. ~ + i~ / I ~ v ~ I ~ ~ ro I ~ I N ~ ~ / 1 _ I \ ~ ' ` , o I ~ ~ - ~ ~ i k / ~ ~ i I ~ ~i / ~ i / ~ I ~ ~ i ~ ~ / ~ ~ i i - I I ~ ~ I C Y f~ I I ~ ~ ~ / ~ 1 / , I ~ d~ ~ C7~ ~ ~ a~~~ / ~ ~ ~ ~ ~ ~ i ~ I ~ ~ ~ i1AYN~5 / ~ i 8'~~ e ~ ~ Y x}38 PA~~ ~ ~aUK 1 i d ; ~ ~ ~ ~ z i i'©RM~~.Y - ~ ~ ~ SOW OR d / ~ END SiIT FENCE ~ ~ r ~ ~ ° ~ ; ~C, 9 e _NCE ~ ~ END SILT ~~CE ti >rAN i ti~ ~ AGE 505 ti ~ CURRENT ~'ROPERTY BOUNDARY ~ n BC?OK ~ ? 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' r / I ROAD PROFILE - r ~ rr r` a . ~--'K="'"~ i ~ _ - - SHr C-5 P ERVIOUS vs. lMPERVIO WPERVIO US r , ~ ~ ~ , r / r r v ~ Oi i Ot^ , ?~r 11 r I j ,~0 ~ r ~ ~ ~ . ~ ~a I ~ 1 I r 1 ~ / ' t _y~~p , 1 ! ) f ear.»»NR Ii1 , 1 i L ~ ~ / 5 Q 1 4 - - r' PR PERTY BOUNDARY - - ,~r , t o O r t\ ~ rr , ~ / I 1 / ~ 1 1 f~ r / / 7 .J ~ , ~ ~ ~ a Jv~~ ....J r r EASEMENT ~ : , r , r , ~ 0 ~ i ~ to t4 r ~ 4', `Y. ~ ~ ~ q ~d kk °r / ~ ~ ~ , ~ J a~u~ ti /1r A STREAM , y , - - r _ ~ ~ 1 ~ ~ ` 19 13 1 , r i ~ ~ r~{~ 1 1 _ ~1---- ~ _ i 1 ` ,,o~o~o~©. a. STRUCTURE i , , , ~ ~ , 1 ` i ' 20 ~ 12 ~ pALk i?AB ryA%Fy.tl i 1 ~ ~ r ~ r i - _ ~ r°`~~ ~ ~ 1 I ~ r ~ MINOR coNTOURS : ~ _ --R~~~~-~~ M" / V _ ,r.. ~ 1 T I r V:.- "'ItiRN~R NURSE ~~-NE'~~1'~-- "'i-~-- i -1~...-, r~ -,~4Q.,t~.g,~ . i, .var.. ~ r ~ } MAJOR C~NTpURS ~!i ~ , ~ x , 1 ~ ~r ` r i ; , ~ , a5 z+ ~ a3 ~ z ~ ~ ~ 1j ~ ~ ~ ~ .:J 1 2x 1~ ~ 1 1 ~ ~1 IT CLUB, LLC r ~r~ , ~ J GAS LINE' / ; i ' r d ( ~ ~,,Iwetxo~++~ ( ~ ~ ~ btlN ~v ~ w 1 ~ -_~---w-- - )AD, SUITE 2a1 / / BP(K r»gyptEN ( ( ~ Kgp7N4CY~0 OVERHEAD POWER w I~ , wn ~ i.,, ylrMiWM I i If 28405 WATER LINE ~ i ~ A a ai~w p p p 06 SANITARY SEWER LINE SANITARY SEWER MANHOLE f! 1 ' 1--150 INAMEANEW 1011M STORM DRAINAGE PIPE m STORM DRAINAGE STRUCTURE 0 El 9 . TREE I I " OAK 0 . CONCRETE ~;7w ~a 4 SILT FENCE - SF SF - TREE PROTECTION FENCE - TP TP - ~ ~ E R S E N E L ` FIRE HYDRANT ASSEMBLY -~.-rt wi T H Fm ENGINEERS EERS i PLANNERS 1 SURVEYORS 7040 Wrightville Ave, rille Ave, Suite 101 Wilmington, North Carolina 28403 www.withersraveneLcom Tel: 910- - - - - 7e1:910-256-9277 Fax: 910-256-2584 - - - -