20010092 Ver 1_Site Plan_20010124

~orkel Sheet i~i~~ ~ ~~~111111111 (lll~
'1.36 1.45 PEER PIER . ~ ( ,
1 ~o~ ESS~ ~y';
Boot ~ Floating 0 q
Lift /Dock Piling = SEAS -
0 = L-3122 - ~ ~ e'
/ _ ~ ~ti0 y0 u of a 0~~~~~
1.08 ~ PER i~ - PIER n ''ll '1 N. ND
Piling !ve IIIIIflltll{1~1,~ 4
v ~ r
M. /i e. ` , ~ r~ ~ V ~ 12 ~ Zo ~
N _ 9• 1 0_
2 ~ !i r l
s.o3 s.os i V c, ~ a, -
PIER PIER ~'~ie--,
~ f...~ r J~ ~ V n pyste~ C o,,, f. v Cotcher Rd.
6.Ga 6.06 p'. r.~ 5.. 1. c R P~ ~ ~u ~~,~1ers ~ O
PIER P[ER h Road Norttt 0~ ' Beac each Roan Soul^
Pier Atlantic Ocean O C) I
o cD ~ ~ ~
VICINITY MAP ~ N
6.05 6.08 PIER PIER W~ NOT TO SCALE ~ H ~
-0.52 ~ N O
-0.81 SHORELINE -0.96 _ Approximate Low Water Line _ -o.za r U] Q Q~
SHORELINE SHORELINE - _ SHORELINE f V 1 a
...~I--•-- ~ w o
0.28 \,i MARSHGRASS Marsh GraSS 0,6q- ~ e en ~ w ~d
O.B3 _ 1,iARSHGRA S 0.49 _ ~ _ MARSHGRASS M R HCRASS . - - - - " _ ~ ' - ~ ` ` ~ - z~ Marsh Grass W
A S ~ ,1k >~C ~ ~ ~k ,IIt _ ~ ~ ~ 0 EXISTING IRON PIPE ~
IK ~Ii. ~ ~ -0.44 _ , ~ SHOREUrE ~ ~ ,dk . o ~ ~ -0.63 ~ W N
~ ~ ~ X14. ~ s"oREUNE Approximate Low Water Lin s"oREEtNE ` 2z a, EXISTING GROUND ELEVATION ~ ,.a O O e a Z O
~ ~ ~ ~ GALCULATEU ,1k ~
~ POiNT _ - 1'' _ n - ~ _ • NEW IRON PIPE w ~ Z i ,11J< ~ CALCULATED O O
- - - - - - S 18'43 59 E 145.62 ~ ~ ~ Proposed Bulkhead 1WL unRS"cRass POINT x E. ~
~ ~ ~ ~ ~ O O
,iii ~ 1.aa ~ a. i~ 0. x z ~ 8.25 U ~ ~ .1
~ ~ MARSHGRASS aH Existing Bulkhead B1 BH
~ MHW ~ 1.3' ~ ~ ~1k r n ~ ~r W • V 1 d I 2 ,Uc N
~ Water 1.Ine - ,lili , can H19h e.53 9H g ~ arent ~ - - D \ 8H B.J7 8.36 H ~ MARS"GRASS N W BH B" Z t ~
, , ~ APP 11 X28/0 ,.I4. ~ ` • • • vacated \ rn U V 1
Field
. - MHw MHw _ . . 6' ~ NEW IRON PIPE 1~1 O N SET ON LINE ~
~ ~
MHW A arent Mean ' 1 PP O D
_Hlgh Woter Llne ~ ~Hw
=7 'Q ~ Field Located 11 /28/00
Neighbor's Wood Bulkhead a ~ Neighbor's Bulkhead
n ~
e a7 6}~
8.51 BH®END B"LEND
~ NEW IRON PIPE
SET ON LINE 2.0 za.2'
NEW BULKHEAD TO C
BE CONSTRUCTED
2' FROM EXISTING ~ a o Deck u o o
BULKHEAD. U
Z
19.7'
ao. T . (a
~ C Q,~ r Z ~ U
Z1 Lot 16 . ~ o dot 12 p > o ~ ~ o
o, o M.B. 13, P 12 N w , M.B. 13 P 12 ~ ~ m W ~ g r~
9 , N. J a ~ ~ Q ~ ~ ~ ~
a t~. ~ a > o
~ ~ ~ S. r+4 u O i~ ,?E ~s C C
of ,i y~'o~ ~ U
0 0 . _ ~ And S. Griffith Trustee ~
16 Backfin Associates ~ ~ 2 stor Dwe~~m ~ ~ Y 9. ~ ~ cv w y 3 ~ cn i0N - w VIS ~ Cn
D.B. 1214, P .1395 ~ 9 D.B. 1766, P .303 D~ ~ ENT - ~ ~ o ~ 9 A~aEM z ~ L MAN pAS~A
~ C r ~ ~r a r-
~ ~ o Q ~
c 3
0
2" x 8" ~op~t ~ ~ .v
aD 7' ~ ~ " 5 8" x 15' Tie Rod C
ti` ' ' ~ ~'i! ji O
Y I~~ V-Groove Sheet Z
i ~ ~i!i i, : ~i '
~5 ~ n ~ i ~ I i i ' ~ I~i~ Anchor
~i ~ i i i ~ i'' 6" x 6" x 10' Piles ~ Q I ii• n ~ i i
e.a7 ~ ' ~ ~ ' Existing Gr:,~und
a.ao a.~a ED ED 8.34 ED o i.•l ~ ~ i .l ED ~ ~ a it ; i I i•I i~J , i C I~; ' Existiny Ground ~•~I 1,'~
~ 'I ~I I ~ I~'i li I i~1 i ~6~~' w ~ li- III ili a1{il ~ ~ 1
. i vl .~I ~ I I I i i.'.I~ ' ~ ~ "e' y~ i i 1
1 1• Y p •..iu I
7.91 N ED ~
' ~ ~ ~ ~ 1
1 J LJ L1 OD ~ - _i ~ CV
7.67 o ~
1 ED ' ~ ~ 7.79 ~ \ ~
ED ' - ~ Not to Scale ~ 4-- 0
. Aggregate Driveway ~ - L
U ~ ~
N - ,
115.10' to EIP 7.s6 7.61 7.85 ED ~o ' 145.60' to EIP r- ~ Z
ED ED ~ ~
~ C C ~ ~ 0
~ 1'1' "W95.00' GENERAL NOTES: EIP EXISTING N 8 9 03 ON PIPE RESE ( ~i'' ~ ~ -Y O ~ U ~
IRON PIPE CONTROL 7.52 - 11 ~ C
-Boundary information referenced to Mop Book 13, CORNER 7.57 D ~ m r C' 7.57 \ ~ Lei C
at Page 12. ED ED Q ~ Cr ~ t-
\ T. 7
-This ro ert is located in the 100 ear flood 7.53 P P Y Y ED boundary. S ~ In PARiY F ~`'y °o cHIE Br an Sta er
Y 9 b9. ~o
-The contractor is res onsible for the location and P ~'~s>, F °HA~~" Kristen Dou herty ~A. rA 9
protection of existing utilities during construction. ~ scn~E
C... I.,....F1..., ..f ~~~.•I~.n.-nii~~l ii~iliFiec nnnFnn4 ii_inrn ® 7S5 ~ ~ ~ 745 7.17 zv ~ 1 = 10 _ -
I VI IV%-UI-IVII VI UIIUGI"jIVUIIU ut-.t _ t.vlltva v a_vvv .rL ~•y ED 7.17 ED November 29, 2000
-800-632-4949. ED ED at 1 -i ED \
-The contractor is responsible for the repair and BAR SCALE I"=10' PROJECT No.. SURS_20688
z replacement of any utilities, curb & gutter, pavement Benchmark PROJECT NAME. backfln.dW
etc. that may be damaged during construction. All 60 W (Private) Railroad Stake in EIP SHLEi:
damaged items shall be repaired to at least the quality centerline of Backfin Point U
of workmanship found in the original item. Railroad Stake p nfront of Lot 14 Elevation=7.53' 10' 5' 0' 10' 20' 30' 0 f I