20080603 Ver 1_Site Plan_20080402

Existing P-K .Nail `REVfSIONS
Exisfr'n P-K it q Na NOTES.. Edge of Pavement
Edge of .Pavement P SE PR4 7112!07 Per Owner
Z - „ , a ro Nwy. ~4 _ Stabilize all disturbed areas
Dr . ~ SCALE: t~~e SCALE:1 - 30 ~ W - tem oraril or ermanentl as SCALE:1 _ 30' ~ R • ~ - - 10/24/07 Per LAMA
pleP ~ ( p Y p Y o 2 6 ~6~ lr ~ 1118/07-Per CPS &-CAMA
r. appropriate) w/seed an crimped un e - pr z NeptUn~ ~ ~ 1 ~ ;3114108 Per DCM /CAMA , ~
~,~„e ep 1 s mulch or sod, rolled erosion
{ ~ ~ vement ~ control products or any means e of Po h ,tn S g4° 1 ~ S 84 19 21 W 427,80 to Ed9 N necessary to minimize erosion • P menu ~ ~ S 84' 99'21 "W 427.80'. to Edge: °f aVe ~ ~ ~r.l~,~ ~ 208
o ~ ~ 6' Exrsfm Q Exrsfing Nail c/l inf. Neptune • ~ sediment trans ort. g fxrsfing Nail c/1 int. Neptune ' ~
o ~ ~ and revent p ~ p Onve & Drive & Holly Lane 9 ~ E o Drive & .Holly Lane 512 ~ "E p / ~ " - ~ ~ ®r~ ~
80.35 2 N gp 3 ~ .N,~
r _ N _ . Kea' o o~. ~ 3.70. This plan document is for CAMA 63. JC C; r
tune 6 C. Nev r permitting purposes. Owner &lor
E. C: M. _ - - 6 ` ~ ~ Contractor responsible to insure
~ ~ all ro ect construction is ~ P.P. E.l. P p 1 , ~ ~ ~ P. P. E. 1. P ~ + :~.7 ~ ~ APB ~ .2008 -
~ +5.7 ~ i , consistent with owner's intended Zone AE i ~ + 5J
Zone AE ~ + 5.7
i ~ uses. Owner BJor contractor Sete (E. 10) res onsibili for project ~ ~!~SL~dflSr~td~
P tY B.OGUE SOUND
. e compliance with all applicable [,~n cne Zane dine FIOad + 5.3 ~
od Z codes, ordinances and VICINITY .MAP-NOT TQ SCALE _ Flo + 5.3
_ ~ regulations including building 1 +.5,5 0 +5.5 ~ I ~ ~ -
:.HIGH GROUND ELEVATIONS RELATIVE TO NAVD 1988. ? ~ COdeS, setbacks, on-Sete + 9.9: SPOT fLEVAT10N UNLESS NOTED OTHERWISE j ~ O '~O I
~ wastewater system specifications,
LEGEND: ~ _ built u on area re uirements et p q , EX.-EXISTING i I } ~ 1
~ - xl TI IR PI cetera E..P, E S NG ON PE i ~ 20" Droinage ~ _ :n
E.C.M.-EXISTING CONCRETE MONUMENT ~ 20' r i D a Wage o -NEW IRON .ROD UNLESS-DENOTED OTHERWISE _ _ , i ~ I o''~~ .Easement . L ~o
_ _ ~ I Easement Contour omits in accord with .point 5 ,---~''I I ~o I ~ avi a'
EXISTING LOT "NUMBER. ! 5 I 2 ~ ~ elevation data collection within Zone'AE i I ~ = c ~ ~
;Zone AE ~ I ,y--, ExisTlNC coNrouR ~ Ei. 1 1 ~ ~ I project extents. , t ~ ~ v ~1~ ~
PROPOSED CONTOUR ~ ~ ~ N w
~ onsibili to ~ ~ C ~ Z~
b 1 A I P T TI TIV T ~ ~ , o Contractor resp ty 0. 0 8 S N S 0 ELEVA ON RELA E 0 NLW / + 4.8 ~ ~ N,1. R, + a.s i N.1. R.
s DIMENT F N ~ ~ ° ~ inspect site and Ident~y field E E CE n ~ ~ --x ' ~ conditions and related ro'ect -~-x''X ~ v I ~ CO j
.-x , p J ~2~ Existing {Neighbors Boot Slips) ~ W U I 211;1 u, W = t
~ ~ cost implications thereof. Proposed-Boot Slip I ~
© 1 , , a WOOD BULKHEAD WO •y ti~ ~ ,QO~~ Ezist; Wood Bulkhead N ~ Q
~ 1 / ~ -Wood .Fence. ~ t II ~ o,o v PROPOSED EXCAVATION ' ~ ' 10 00 ~ ~ ~ WOOd Ferree ~ In Wetland Area 1 Jn ~ ~ ~ z ~
1 i 0.0 ~
Z cn I 1J. ~ +1.9 + 4, 5 \ ~ \ * U~ r + 4.5 ~ o N O 4.3 w ~
o + 4.3 \ NOTE. PROPOSED TO DREDGE ~p \
BASIN TO MAX, EXISTING CANAL `I 0,7 N 1 (Q W M O
DEPTH AT NLW ~ \ I OA Flood Zone -Line \ 2~2* c,.~ \ I . +2.3 Flood Zone Line Proposed Boar ~ / _ .V ci Lift See Enlarged a,8+ _ 2 ' dl (n C r ~
+ 4, 6 \ I ll •1* Plan View ~ iLi a II ~ ~ z
~ ~ ~ t . 2 0
1I AREA OF ~ + 4. r II 0, 4 w + 4. a 60 I-o.ao V U ~
~ N ! .0 COASTAL Wafers edged • N PROPOSED LjECK ~ ' d I EXISTING
~o ~ 00 6' WIDE i - . BOAT r LIFT - 3
WETLANDS o of Marsh 1 + w .2 + 111 r.7+•,~ soar 'i ~o.eo
\ \1 ~ LIFT.+0.8 ~ ~ 1 0,0 ~ * 3: 7 H/V TO N , , - ~ - I
~ \ I 1.7+ 2.5 t tt 0.0 + \ * 26* CANAL NEW DEPTH bd°~= -~b1.00
soar End of Wood Fence ~ + a.9 Water's edge '"'s'IP ~ uFT ,
End r f Woo F a.9 \ I Boar ~ d ence \ ~ Be innin h r 1 l V * 2.3 + 2,1 LIFT ~r Beginning Chain link ~l of Marsh 4 y ~T its-S-~II-l,aa
g g C a n Lrnk 1 Lands ed e * 1.7 ~ 1 9 I .BOAT r.2 W ~ ,1 `
AREA OF of Marsh i LIFT r1, II ~ i Zone VE I1 ~ , ` . ~o `}-2.20111
.PROPOSED Zone VE 1 III + 2,2 nn (El. T 2') 1,~--~ ' I i I r I ~ ~ o +-z.bo II ~
EXCAVATION (El: 12) ` I ~ o.0 2,s+ ro 1 ~ I ~ ; 26 a.s I
- ` In Wetland Area + a,s ~ * ~ I I I I + 2,8 ~0 Tempbror~ .Excavation 1 I 1 ~ ~ y ` ~ 11 ~ s~ ~ .00 .a
1 I S .o 0.9+ Spoil, Stockpile 1 2i''~I i I ~ ri°~-~'~°
1 \ 11 ' \ ~ i ! 1 I 1 (S de S ope 2N; 9 V M~n•) I I I _ ~ ~ 1
\ 1 + 2.1 ~ 1 I 1 * O \ ` 1 1 1,1 52.' I 1 I ~ ` 11 I II I , 11 ~ `
Charn Lrnk Fence I l * o.o 1 s I \1 Chain Link Fence I 1 s\ I 11
\ ~ I \1 AREA OF 4.5 . ~ I C I g I11 i + a,51 and . $ 11
1 I / I 1,5 + PROPOSED E.LP• ~ r 1 1' ' II ~ is,Yed,e 11 EJ.P• of Mors~i
I 1 1 l ~ 2• WOOD BULKHEAD 1 I J - ~ y ° 11 Exist• Waod Bulkhead ~ i O.OO~I\
EXCAVATION 1 I 1 ( D•0
Above NHW ~ i I ~ „ ` ~ o;o S 89'01 42 W 4` \ 1 ,+r.7 i
1~ + 23.18 1! * PROPOSED LKNEAD ~ a v~1 ~ y 0 ~t.1 ~ M
~ 3~ ll~ * 0,0
~ I * 2,5
~ ~ Pile ' Center y ~ EDGE Or MARSH Z
AREA OF ' ! , _ _ ~ ~ * 5 to Pile Center \ 2 ~ 2 EDGE OF MARSH y \ O PROPOSED RETAINING ,l, „ L ' ~ ~
.PROPOSED * + 1,5 WALL Ufa{el' ~i! U
EXCAVATI N titer 0 hW ~o•o of W'g * 12.5 ~ y
:.Below NHW ..Norm. . ` * Water's ed e .e ~ ~ 4 + o, s .Normal H'g . y ~ ~ ~~~y/ xy W /l . y- ~ ~ ~ 4: L L y y / k/ k
. Y 4 Y Y of Marsh i Y Y 4 Y L 4 + of 1
4 L * . • Outer Edge
9 - k~ u ~ Z ~ LL J ~ 00 c;. i B PROPOSED BULKHEAD . y +0.00 ~ O h ~ N
* + o.o + r 12.5 of Plle to o. Outer Ed e age ° ~ ` Water's edge y~K~r. F- ? ~
AREA OF g of Pile of .Marsh \ x ~ p a".'q n Z
PROPOSED +o.oo P•J-t ~y~ ~ ~q y z ~ ~ ,a
ao + o,o UPLAND FILL •2.6 + r4 - ~-ono ~ + O ~
o u e o u n +0.1 + o.a +O,oo ~ U w r,
+ r.s Proposed Boat Llff 00 v \x W ~ ~d Q ~
Pile Lo out & Enlor ed Y 9 WATER DEPTHS AT LOW .WATER Plan View
NOTES: 0.3 + + 0.1 + Bo~'ue So un,d
-ALL MATERIALS AND CONSTRUCTION TO COMPLY WITH ! + 0,4 r,8 Scale 1 -10 l * * 3.9 Confirm Pile La out ith Boat Lift ~ ; % j. +-3.90. Q. ~ ~y Q ~ +-0.30 +-0,70 80 ~ ~k' , ' . 0 ~ ~4 v a
APPLICABLE PERMITTING AND BUILDING CODE REQUIREMENTS. + 0,3 * 2.8 3'5 ( y W 0.7 + Manufacturer Prior to Pile lnstollation) ion) i +-a.oo ~ X x X~ ~ ~ -n
THE PLACEMENT OF FILL SHALL BE PERFORMED IN A MANNER 2.0 +-x.90 +-2.00
SO AS TO NOT CREATE ADVERSE STORMWATER OR DRAINAGE + + 2:0 + 3• 1,9 8 \ ~
IMPACTS TO ADJACENT PROPERTIES, - + as
Exisfin Grade ; g Q W
c~ ~ ~ Z ~ Q
• Pro osed Bottom 4 Exrstrng Bottom p ~ ~ ;
f . ~NHW - I.
0 ^ 1 cn ~ Q; ~
-L
DATUM E7~1V -4
elative to L ; N ~ ~ ~ ~ o
o N N N ~ I I I 1.
_o I i
+ 1+00 0 00 2+00 3+00
Basin Section 1-1 scale:l°=10' j
- _ - G
Pro osed Retainin Wall AN Construction w/ P, T. Lumber.
Existin Grode p 9 with Treatment & NDG or Better g Per Owner 08-0603 f'
Pr e k Fasteners Appropriate For. Use oposed D c - Existin Bulkhead Location a i
Proposed Bulkhead g „ Baandery k Topographic Best Sarvey
nrP111 AITTI?1/"1 nP'T n e rr ...~,r,--I i
txrsTrng rsorrom Provided hy: rtKivii i i iiv~ 7C UAIL: U/ 1L-LUU/
-NHW /
2 - _ - - - _ - _ P.T. Wood Dock Pilings (typ) not ass than 8 ft .Provi N~~ _ _ _ _ _ _ _ _ _ _ Penetration and Spacing Dependent on Total NOT RELEASED FOR CONSTRUCTION ~~r ~S"urveyfng, PLLC. PROJECT: 07-065
o N Bell 8c P.hf lli ~t Su A lied Loads & as Permitted by NC Building f. Swansboro. N.C. (252)393-510!
-2 Codes, 604E Ceder Point Blvd. Swansbor Email: a bellsurveying&tcp2.com DRAWN BY:JF & PP
DATU ELEV -4 Email: abet :ORDING OR CONVEYANCES
Relative toNL Final deck, bulkhead and retaining wall elevations NOT FOR RECORDING OR Proposed Bottom per owner & contractor,
Sheet: 1 of
Basin Sedion 2-2 sca1e:1 "=10' -