20021090 Ver 1_Site Plan_20020708

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LEGEND
SYN OL DESCRIPTION G
o CONCRETE MONUMENT fOUND P
PK NAIL FOUND
IRON PIN FOUND \ ~ , CURRENT EB8 v ANO iIOW DIIECTpN _P
~ IRON REBAR FOUND
EXISTING UTILITY POLES aPPRO: APPROifNtATE CFWINEL LOCATION c~In PERIer ,32-89
~ EXISTING TELEPHONE PEDESTAL MANTEO WANCHESE
® EXISTING CABLE N PEDESTAL
~ EXISTING WATER METER
~I EXISTING FIRE HYDRANT 5 DgPI'tf\ s~ . s SITE ROANOKE I SCANl1
EXISTING WATERLINE s ~ x~ ~ ~ .
- EXISTING SEWERUNE \
XI TIN W R ANH ® E S G SE E M OLE ~Ag J.
EXISTING STORM SEWER
EXISTING DROP INLET h 5 DCPR1 n
PROPERTY LINE r~ T o ~o.
RIGHT-OF-WAY 7.5 C~RI 5 Rpl't1
" BUILDING SETBACK LINE T.s Dim
EXISTING SHORELINE / , ~ \
. o`' PROPOSED AEG LINE i ~ ~
- , .EXISTING CONTOURS , ---fro ~ t - ~ ~ ~ N. r. s.
EXISTING SPOT ELEVATIONS j i
EXISTING PAVEMENT h f.___....._• ~ ~ ~ / ,
p ' ; ' EXIST{NG CONCRETE ~
---121 0. ~ rio PROPOSED CONTOURS ~ i-- •
113.43 PROPOSED SPOT ELEVATIONS a ,Iplull 11 ,e ~
rc113.43 PROROSED TOP OF / ~ ~ C 0 ~ o / ~•a. • : / yee
.CURB ELEVATIONS ~ F N 4 PARTIrLLY GoN5T101GTi9 9
/ ~ f , PROPOSED PAVEMENT PeR ~ ri . ~ • i l : ' Pit ND DEp(5 l / SE
ew Dbtxs a ~ ~ • 4 y • 4' ~ • i ~ . ~ • •
~r ~ PROPOSED GEOWEB / d~,+' , 1.
r ' e ~ PROPOSED CONCRETE + { \ ~ ~ ? N v ~ m ~ 'I ppyy
PROPOSED SIGN / PROPOSED „ Ih 111. ~ 1~~ r ` `'3~'. ~IIb111111j1
FIRE InvRANT . s # PROPOSED LIGHTS / d' '..tom.. p A vim!`
. PROPOSED GEO-MffB ~ PROPOSED BOLLARD LIGHTS / EMER(;ENCV ACCESS S ~ : Y,
PROPOSED WATERI{NE ` • f~`~~ / ~ r~, iUELN1G BERTHS A
~ PROPOSED WATER VALVE ~ S r 4
/ ~ ~ F ~ .PROPOSED FIRE HYDRANT o, ' F~ ~ ~ O a / + •
~ ~ ~ P T / ~ 9 ~ / ~ ROPOSED WA ER METER G' .I~; /
/ 8 r / PROP A IT Y W / ~ '9 ;~.j / / a OSED S N AR SE ER ,a. /a
/ v ( / @ PROPOSED SEWER MANHOLE / a , "a ~ ' ~ S3r / /
x.525'•£ --_-=-~-e PROPOSED STORM SEWER / ~~y. ".,r ~ ~ (~'T ~ i2 , / a
~a ~ ~ f li ~?.4 ® PROPOSED JUNCTION BOX / , . _ ,><•eT ~ ~n _ r
® PROPOSED DROP INLET ~ ,N. ~ ~ ' mr+ ~ ~ ~ . r,- ~
¦ PROPOSED POND DISCHARGE
0 ~~I w• STRUCTURE / o~ ~ ~ 9. b v~ `
/ + ex. " Pb~SE>MT ~ rr,F
_ ~ Q„ ~ ~ ` ' s +r° EA~+t,E a~,
6 / f ~ ,
~ t'~ W~` + ! AaFTt!~T t' ` - \ _ Dt lE~ JEERS. 1 ~,41:I~ NIE;:
/ JtiGK R. ~ , gRRUb / DISrRIGT p. PARIa 01 ~ ~ C/'O a.0. 9611 2~fd
9f~u,AlRAfi MY ~ ~ ~ CIINROl1 E~ vD 7~. P6 f?0 0 • / ~ AND now ON[CTtoN fi• ~ • :r . NIEh Gam' HR,I.S, Ner 7~~ PROPOSED ORr
~ ~ , i INIE ?hl)gNF? ~ ~ ~ ~.li Ff~ A ~J~ ©E~1~f ~ DE~LOPER IS ~ "
~ INCLl14ES THE f,O14STRUGTKk~i OF 76 CAIIbOAAMIJM N~ GOI~IS`tSTINC 0~ 11
0 , ~ $IALCINrS AIIk? A NIA AfS F'~: ~GEQ-11If . .w ~ v _ 1 T
d+ 14 8 LtNiT BU LL>IIIfS 60 UIW S 1 - 2t UNIT 911A11DI11GS: 21 UNfiS
~ f / MARMM Q ~
/ ? • }ham i'~ ~ ~ Y r 3000 S.i. SHIP STORE/78 SEAT il[4TALIRAKf / H
~IIHTc / ~ ~ M1R 4000 S.F. CLUBHOUSE ~ W b_
fY 2 ~ 4. THE PROPERTY ~ KNOWN AS SHALI.OWBAG BAY TRAN.ER PARK, IN MANTEO, NC, ¢ ~ ~
AND RECORDED MI DEEOBOQK 738. PNGE 264. ~ W
J 5. THE PROPERTY i5 ZONED B-2, GENERAL BUSINESS DISTRICT. ~
_ ~ J o i~. } tie G ~ ~0 ~ aW4 N
1"r ~ ~ R r a , 6. THE PR~ERTY IS M A FLOOD ZONE A8, BASE FLOOD ELEVATION 9.0' Z ~ ~ 4Q
~!y „C r S' y+, ~ h d i e ! e 4 aN 7. TOTAL PARCEL AREA IS 392.698 S.F. (9.02 ACRES) ,
/ Y ~ • ~ # 9 ; "iii ~ • ~r 2$9,944 S:F: (6.66 ACRES) IS LANDWARD. r W ~ ~ 102,754 S.F. (2.35 ACRES} IS WITHIN THE BASM1 Z
t- . ~ , ~ ~i
a , ~ ~ - , ~ ~ 8. SOME UNfiS GMY COIJVEY WITH A BOAT SLIP. d ~ a
r~ tr. f ~ ~ Z ~p W i~
9. PICKING HAS BEEN CALCULATED A5 FOLLOWS: Q J a ~
1-' , ap' ro ~ fr' t' . ~ 2 SPACES PER UNIT x 81 UNITS 162 n- ~ ~
, 0.5 SPACESiADDITiONAL SL~S x 82 $L~S = 41 w ~
~ ~ •3' ~ o. ~ P' ~ / DiA~T DASH ~ 1 . b 5 SPACES FOR RE1All = 5 W ~ it 1 SPACE/20psf x 4000sf CLUBHOUSE 20 t-
1 SP 3 SEATS x 78 SEAT RESTAURANT 26 `4 / a
` ~ FAGC lJr E t SPACE/3 EMPLOYEES x 9 EMPLOYEES 3 t/1 TOTAL REQUIRED = 257 SPACES " ~
- J' - ' .xr r r' TOTAL PROVIDED = 243 SPACES A Z
* e: ~ W o 'PARKING REQUIREMENTS MAY BE AD,JUSTEO AS UNITS/SUPS CONVEY. (n
~ •a ` NO PORTION SHALL ~ OCCUPIED UNTN, PARKMtG REQUIREMENTS ARE MET.
AEHMLT e s `i A ~ 4 12 SPACES ARE LOCATED BENEATH EACH 6 UNCf BUN,DNrG 120 ls.l ~
t F5q y ~,P eA b' ~ , ~ o . SPACES TOTAL. THES£ SPACES WILL BE DEtHCAiEO TO EACH UNTT, I
, ~r~
t0. EOT COVERAGE HAS BEEN CI11.CL1LATED A5 FOLLOWS: ~.9
,t l' rde ~ 1 4 S EXISTING PROPOSED TOTAL Z
~ 1~9. Pl3~ Sit ~ \ , v~,"i~+~' N BUILDINGS/DECKS 31,6 f 4 SF 24,071 SF 55,685 ` ~ PAVEMENT 50,311 SF 2?,002 SF 77,373 SF ""~1
a ti, ~ ~ > ° ~ ~ ~ ~ TTE I~N6 RAD19H PARTI~,R6~ d ~ ~ p . 1ti' ~ Y DI6TRIGT p, PARIb 015TH POOL/DECKS 3,236 SF 3,236 SF
r ?.m'~ " r~<< 0 5T1~LL[NtDAC~ DAY e b : ,as, , DOCKS 4.744 SF 6,494 SF 11,238 Sf CONCRETE 19,804 SF 6,856 SF 28,b60 SF
~ , fs DD 90~, Pb iTl N~ ~~t' ~ ~ S• Rjt~~~ . - ~r' i` PNR 91Ey,d1~f6-T7t?. GEOWEB 11,014 SF 11,014 ~
DISTRICT b. PARLt3. DTffiMt}~V'1? + ~ ~ ~y"-, ~ / 51tK,IpYlDA(~ DAY Gt1,D ?YJUSC {k / rani covERAGE ~
DD. till. fb 7?5 _ ~e , ~ ~ / PERCENT COVERAGE 2$:OX 19.2X 47,2x O W
~l 9Tb9-(fJ-i6-%TO 1 STGitY• PRNiE ~ ~ ~ / / ~ ` - GGt~r1~,1;TIGN GN ~ a / Y ~ ea , i e \ WALKWAYS ANO DOCKS DIRE NOfi INCLUDED IN COI~RAIC,E CALCULA110N5 r
' - / PG10 DI6GFWOEE AS THEY Wl.l. ~ LOGCTEO OVER THE BASMI ~ d
Er15T DRANIA6E EA5a6lT t f ~ / h t i. THE STORMWATER MANAGEMEN/ WILL CANSIST Of DROP INLETS NMICH WILL
FAt GY,AON~ID"5 GORi. ~ ~ ~ k0' OD '~9. PFi if9 ~ / ~ J' ~ CONVEY STORAtMATER TO A SFIALLOW WET DETElriTION POND LOCATED OM THE
i / i- PRDPOSEO , ~raRMr~+teE / / SOUT?iN~S>ERN CORNER Of THE PROPERTY. A STORMWATER MANAGEMEff/ ~ PERMIT HAS BEEN OBTAMED FROM THE MC DENR WATER OUAUTY SECTION.
BfaClc wAU 9 ~ ~ ~ Z 1
G 1 / / 12: THE WILL 8E DREDGED AND SLM+S CONSTRUCTED N4 ACCORDANCE MATH
p~' PROPOSED ~ QO / THE ExISTINC CArMA PERMIT (132-89) PRIOR TO Il1F'RASTRUCIURE CONSTRUCTION ?a, 37ue~Ev ~ .lMt b/IS/98
_ \ •3 0 ~ 1~` p ~ ~ / b 13. A SEENTATK?N AND ERASION CONTROL PERMIT WILL BE OrrTTAiNEO PRIOR TO
~ EARTH DISTURBING ACTMTtES. Dre.n DES
14. THE BOUNDARY AND SHORELIbfE TAKEN FRE)1A A SURVEY BY W.M. MEEKINS, JR ~ ~r} R~?v~e.ed ~MD
_ 0~ DARR~1. ~ D,was , / ti 11.0 ~ WC ASSOCIATES FOR SHALLOWBAG BAY CLUB, INC. DATED 3/27/98 do 4/7/98. W o ('3U rl• ~ 37 I
6~ tAtFN 5 vAN>0.5 p 5 ~ PMSFRIGT W, PARGa o15A4A~ B TOPOGRAPHIC SURVEY INfORMATKMI MID SITE tlrR'ROVEMENTS OBTANIEO BY N T i RUrG INC. ON 6 11 98 ~ - , ALBEMARLE ENGM~IEE / / ~ sc•I. 1 - 60
r ~ SAY GRAPHIC SCALE c~ QmQ
_ PN/ 9'?b}piip--4A4'i LINE TABLE ~ a ,o ~ too 15. ALL UTILITIES WILL BE REPLACED AND/OR RENOVATED. ALL OVERHEAD UTILITIES'? Z 4N ~t~ 04/16/02 i~ ~ J
i iuc ~ c.,nru ec.nu.n I 1 I 1 I I SHALL BE PLACED UNDERGROUND. SEE UTILITY PLAN, SHEET 4, i ~ ~n„.
d NCCS NC 83 DAR- 18 Lint LLnvin ocmm~v III Q W
\U 46.00 S21'47'00"E N 798477.343 16. A CAMA MAJOR PERMIT WILL BE OBTAINED FOR THE RESIDENTIAL DEVELOPMENT 0 PORTIONS OF THE SITE. SHEET NO,
E 2486468.442 fT L2 42.89 S59'd8'35"E COMBIKD FACTOR L3 35.67 S49'03'53"E IN FEET / i itch = 60 ft.
17. SIGNAGE, LIGHTING AND LANDSCAPING WILL COMPLY WITH THE ZONING
ORDINANCE. A SIGN PERMIT WILL BE OBTAINED PRIOR TO ERECTION OF THE SITE SIGNAGE. SEE LIGHTING AND LANDSCAPING PLAN. SHEET 5.
W r „ = k a
4~E~ OF 9 SHEETS