20071669 Ver 1_Site Plan_20071002

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VICINITY MAP , ~p~~Gj Q J W Q
NOT TO SCALE cy- U Q
Q~ ~ • • • ~ ~ . ~ ' INNER B RMERL Y \
_ , DEVELOP aNKS V) Z O V ~ A
~O ~ ~ N CL 3 A
~ ~o - _ / _ ERg S 51 • / 2 1~ 2 0 ~ w o ~ t~
~ ~ cr. N N o
G~~ G~ G' / S 51'06'Op" E~ . • ~ I n co (ON O O O
~~,~~,~z Q~ ~ s ~~6. 5~ S 1'14'04" yy S ~ '`Y- W W W
r!_ 24.41'El~ 5p'14'09" E 20' 1N~REJS
59.9' S 50'14'09" E EGRESS, AND REGRESS
1 ~ - ~ 5.55'
3 ~ ~ ~ ' _ ! S SO'14'09" E I
h o~ e 29 l 11 app r~ ~ ~ - ~ NPSS 5p'14'09" E ~
~ ^ ~ / i I ! / I ~ ~ , _ 23.72
/ / ~
/ New OR ~2s.,o. ~2s.~o~ ~ ~ ~ ~ 1 1 ! / ~ EIP
SITE ~ C' ~AVIp F~RMERL.Y l i~ ~ ~ ~ ~ ~ NPS
oe: ~os3 H~LeER7 4 / PG: 1 g4 Ex. k AN~~ p~ l I I O ~ f 84.31' ' 1 ~ 4 ~ !
'ANC PUMP ! 1 PP ~ ~ ~ 1 ~ ~ ~
I~ ~p ! I 8s sa ~ ! ~ I ~ ~ ~
eA ~K F NOTE: Ei N ~ r
AREA OF TRACT = 248012.29SF=5.69AC Ax~E ~ ~ ' ~ 3~~ ,~RT}~ / nor ,
AREA WAS APPROVED FOR 9 LOTS BY BEAUFORT COUNTY, ~ ~ - 3~ ~ N 4249 R/w qNE w 5.06 S .O6 SF 1 3 ~ ~ ~ ~ ~1 ' I
BUT WILL ONLY BE MAKING 5 SOTS. ~ ~ PROPOSED BOAT SLIPS = 10 SLIPS(12'X25') E~P~~ . \ A C / ~ ~ 1
~ ~ o~ i o i roc i ~ ' ~ ~ X54 8Z i ' V
~ ~ ~ 1 ~ ~ ~ ( ~ i
~ l~ N G 1 ~ I ! ~ PP ~ ~~~0 ~ ~ ~ ~~~p~ r ~ EX. PpOL ~ ~ ~ 1 ~ \ ~ /
4 Z ER8 Q'~~0 ERB - - - - Q ~ ~ 5 1
AREAS: g0
MAIN UPLAND AREA ~ ~ / ~ ~ ~ o. o ~ ~o ~ ~ i 1
3.47 ACRES / ~~~0 / fX~STrNG` 1
CANAL UPLAND AREA ~~"~~,o ~ ~PRI gRE~E~ Rpq EIP
0.14 ACRES p~~~ h /~v <c/~ AxLE ~G' / PPO ~ r ~ ~ 3\ ~ ! ~ i
RIVER UPLAND AREA ~ ~ Q~ ~~"•~i <v / O ! PIMP ~ ~ ~ r I i
0.50 ACRES ~~4^~j^` /~p~y~~2U i DISPOSAL AREA ~ "o~~E f ~ ~ ~ i i
WETLAND AREA 20 ~0~. ~ V,~~~ / GO / W `L~ in ~ / M ~ ~ 50' X 550' ~ ° 2 ~ ~ i i ! ~ i ~ 1 ~ NP i
2.81 ACRES ~Q' ~ ~ ~(ci
/
~~2~ Q~c/ / ~ ~ O! phi ~ 1 ~ ~ 3 / SILT FENCE ALONG NG
~ ~ ~ 3 o ~ ~ ~••..„i'' I ~ TOE OF FlLL AREAS EAS
v
' ' % ~ o ~ SILT FENCE ALONG o ~ NEND ~o ~ ~ 1F' / j ~ o ~rn TOE OF FILL AREAS o ~ LO 4 ~ ~ ~ / ~ •
i ~ / ~v T 1
~~~V~ ~ ~ ~ Q- / ~ ~ Q ~ ~ ~ ~ 6~ ~S8 se NP ~ ~ N 390 85.83 SF 62233, 73 ~ j U
y~ ~.Gh / ~ ~ ',~OS~ M`R04~W~7Zq N ~.s~ S 32 9~T 2 N 9p AC ~ x• 43 AC SF ~ ~ 00
~ ~ / p O O Q' ~O ~ ~ ~ Npg ~nANDS c o 2.s3 sF LOT ,I- o w ! i 00
~i 9 5~~674 AC 38105,51 SF ~ ~ a ? j III N
( ~ n' ~ ~ 5' AC THIS UPLAND AREA WILL j III
_ / Q~ v ~ o~~ \ 3 ~ 1~~~ ,o~s~,y Tpp ~AR~ W K ~ BE RE-MAPPED TO BE ~
~1 \ fps 3~5~ ~ ~4U4_WET~AND AND A ~ 1 IIII ~ w W Z
IA~j~Y` ~ ~ o ~ ~ ~uN~tRVATION EASEMENT ~ ~ N j Z
i i ~ti A . T? BE DEDICATED
/5.0' BOARDWALK TO BE ~ ti SLATTEp ~~1 ~S' p MINIMUM OF 3.0' TO BU~KHfAp T p ~ / BOTTOM OF STRUCTURE i. g 2 3, C :n ~ i I it d: Q Q~
/ FROM GROUND. 6825SF ~ + ~ ~ LUA,/E OF 8S'S8 / OF Up~AND l•rLAND J ~~d- w
ELEV. = 3.5' ~ ~ 97 Eke UME O / NP 404 INETLg / ~ AREA TO BE EXCAVATED ~ c~ , E~ g 4 61
wETLAN SC/887 EX. SHOP, Sy~R M ~.i~~'.~.bS N-. ~ SL'68 ~ D~ jl ~ ~A ND CY REUN~ ECINE f 'Np~ . M ,.~£',~O.S AS'9£ l • . ~ 3 w o
TIOI~I _ 44gg SF,~, +EL=-4,88 E~"4 27 + S t~..~..`. NP • 1~-,.L~~9~b.6S N_ _ _ , ' NPS ~~3 ~3 v'~ Z ry z~
EL=-4.63 ~ E~ =-4.97 - 5.08 ~`E~' '`<\x<~
/ / ~ 4 g, . sa V) U cr. ) O Z z N
/ ~ AREA TD BE DREDGED ~O~ ~ o, ~~2 1 ~RQpOS + % *EL=-6.64 + ~S
'Xt2' CAP FIRM 110N (OR EWAL) NON WD`~EN ~~OSED FlLL CRADE FlLiER FABRIC - 9 Sep _ Nw~ E~=-x,13 CANAL ~S}E~-"J62o x~~~~~6 +E~I 4.70 _._--~-.E _s2 g9 ZZw v N Z
VARIES 10'- ' ~ AREA TO BE FILLED ~ P j ~ ~~y~ _BLIC TRUST WATERW a Z
4' X 8' HORIZONTAL , Z J ~ ~ V)
WALERS ~ ~o ~ PROPOSED BULKHEAD v / - - ._._.-.r.- Lj CL V) > <
i in ~ ~ x ~v, / TOP = 2.3' ~
E7tl511NG GROUND NOTE: THE SHEETING SHALL ~ ~ TO BELSLATTED ~ j ~ / IF BACKlN~ WETLANDS E ~ ~ / ~QQ ~ I 0000 ~ Q
S/8' STAINLESS S7EEL ROD BE 2'-0" BELOW SOLID ~n+ae~o r-off GROUND LEVEL FOR EACH ~ J ~l N ~cr p p N Cpl ' / ~ 4 ~ J~~ / ~ WCA
~ 1'-0" ABOVE GROUND LEVEL.
~ 12' DIA. PILING O 6'-6' IONC
O 6' O.C DEAD Mul 11 o4'v~a I ~~'c~aa ' ~ m4j
GRANULAR FlLL (SAND-PEA CRMEL) / ; / WQ~ Q,Ca JQ~ I
2' X 8" T & G SOLID WAIL pm 3W Q„° ~Wa WVQ~
GAPS WIFI~1 BAl7CIN0 riFiLAlID ARfA3 yQ~ ALL FASTENERS TO BE NOT gPPW GALVANIZED _._.1 ~ ; Z02° I o~~mo~ ~ o~Z ° I 1 ~ Z
iXREAOm S/8' MIN. DIA, OR STAWlESS 51EE1 AS ~10MM. 8'-10' DIA PILE O 6'-0' O.C. oo~ JQ , oc,~"~ S, p Q z~ o a ~ 3 4~°' c~ I ~ m J
' ~ EXISTING BULKHEgp ~ D /
5~-0.O.C. BULKHEAD PILING ~ raP ELEV. - ~ L ZQ ° 2UN ~ l
. \ ~ 1 `I J~. - 3= ~ --ASR 1 ~ - _ 2 ~ ~ o F- J n- v
317 I a
BULKHEAD DETAILS:
ne e~ -EXISTING BULKHEAD IS FROM ~ M QOM QA QD M ..6`~~ 6s ~'i66 ~ ~P~ 1~Dc W aw o0
~ I 6•-0•
-NARROW INLETS ACCELERATES MOUTH TO RIVER AND THE SAN !AYES SEDIMENT BUILD-UP AT X2,36 ~ ~ ~1~. IV~R - A
EkIST. E SAND FROM THE UPLAND ~ / ~\P Off'. ~ _ CRES _ ,
(ADJACENT) AREA ERODES TO BU~ICNEAD BOARDS S TO THE INLET CANAL. ~ s D ~ LLJ W
,~._,~4 ~ -BULKHEAD FROM OO CO w?~ e~aano wcnaio wows ~o ->QD TO BE REMOVED. x~y - _ _ TOP DECK=3.5' ~ . ~ ~ > Li 0 <o
1.80' _ Z J
-BULKHEAD ~A QB TO BE RET oE"°""" -BULKHEAD QB EQ WILL BE NE E RETAINED. ~,~~0 qRE - _ - EX. GROUND______
A M ~ EXCAVATION ABOVE MSL ` ` ~ Z o W -
BE NEW CONSTRUCTION. X~" .o_ ~RS~~!N~ PR~Pp o
o ~ W q~1~ SED ti~ , " ~ q A ~R OCAS a.b 0 / EXCAVATION BELOW MSL 3.0' ~ ~ 4.6' /
TYPICAL BULKHEAD SECTION N TS ~ T Q
DECK EL. 3.5' MSL D~' <vv O CANAL irror+ ' ~ P ELE, B~ 3 50 ~K ECK Lli
i~ t~~-,`~2` m
x ~v Q PAML1 CO CROSS-SECTION C C ~ BOAT BASIIEI D fZIL ryOTE: THE BULKHEAfl SHALL"
2X10 GIRDERS 2X6 DECK N~ & STRINGERS ~~o RIVER N~ GROUNDnLEVE~ FOR EACH I STFp ~~wN H FLfV 1'-0" ABOVE GROUND LEVEL. ISSUE DATE.-09-11-07 FLf V
10" ?'ROPpSED PIER x 2.30' DRAWN BY: RBD
WITI-~ GgZEBO
5' 0 ~ ~yATER p TO AVG~• WID ~l CHK'D BY: RSJ
2X10 BRACES EPT~ b JOB NO. 05205
(EACH SECTION) k k L' ~ TOP BH=2.3' 1=2.3' I ~ c~ ~ ~ o PKNS~P~K~.~NRAII GEND P.K. NAIL SET DWG. NAME: SITE
2"X6° DECKING TCP ELEV. = 3.50' ~So, ~ E~_-4,57 ~ ~ O EIP EXISTING I 50.0' TYP. N O NIP NEW IRON NEW~IRONIRPIPEPIPE SCALE. 1"- 50'
2"X8" STRINGER ~ , 7.2' 30' 7.2' NSL 3.0' GAZER ~`9 'S 3.0' 8.5' N 27' 6.5' 3.0' a I ~3 Q. O NPS NO POINT ~ 0 CM CONC. M0 ~ o N&C EXISTING 3.3' 2,5' ,~+u a EPK EXISTING~-~q~ o NPK NEW PK N NO POINT SET CONC. MONUMENT
t0'-0" MAX 10'-0" DRAINAGE OPENING TOP OF BH = 2.30 a NP = 2.30' PIER 95 3,3" EXISTING NAIL & CAP HORIZ. EXISTING PK NAIL N/A
10" TYP. 12" DIA SUPPORT BLOCK AREAREA . SF S A 3.s +i- 1 S4Q SF i ROA~SFD 5.3' - - - - EX. BOTTOM 5.1' EX. BOTTOM ;fir ~ ~'SPP PO'NER P 1 2 I ` ~ ~ ~ J,YLP LIGHT POL NEW PK NAIL SET
BOTTOM GRADE ~ 4.0' TYP --~1 .2 1 ~ LIGHTRPO~EE VER T: N/A METER POLE y
o All1TCC. ~ 8.0' TYP .~fl ~ ~;~~v P POSED BOTTOM 4 PROP~SFD R TTfIM I ~ ~7 ~ ?E~. _ TE E HON TELEPHONE PEDESTAL
L6 IVV IC.7. O N0 SET PILES MIN. 12'-0" IN GROUND NWL = 0.00' F?/W CENTERLIN RIGHT-OF-WAY D WG. N 0 CENTERLINE
ALL FASTENERS TO BE HOT DIP GALVANIZED SO1 MIN. SLOPE @ 11/100' = 1.0% CROSS-SECTION CROSS-SECTION B B ~ •R8S REBAR SE CHANNEL DREDGING DETAIL 12,p/ MIN. 12,p MIN ~ OERB EXISTING F REBAR SET EXISTING REBAR
.n THREADED CONNECTORS 5/8" D MIN. ALL TIMBERS TO BE CERTIFIED FOR USE 1.0x <20'> = 0.2' NEEDED TO MEET CHANNEL DREDGING- DETAIL SLOPE REQUIREMENTS PER NTS NTS o ERRS EXISTING F EXISTING RAILROAD SPIKE
~ IN MARINE ENVIRONMENT 15A NCAC 07H,1205(c) oCC CONTROL TYPICAL SLIP DETAIL so 0 CONTROL CORNER
0 SWIMMING SAFETY AND DIVING FROM THE PLATFORM IS GREATER 0 50 co
TYPICAL PIER CONSTRUCTION 5.0' BOARDWALK ALONG 0 NOT TO SCALE BULKHEADING IN BOAT SLIPS AT DEPTHS OVER 5.0'4 NTS Scale 1"
NTS e 1 " = 50' SHEET 1 OF 1