20080990 Ver 1_Site Plan_20080619

1 RELEASE FOR PERMITS JKA 3/18/08 `~y~11111tt111//~
2 CAMA COMMENTS JKA 5/1/08 ~aR®'~
I I •"CSS~ ~•~2~~ ~,y;.
I
I L f' 1 738
I NO. DESCRIPTION BY DATE
I I G~ Iti
ReV1Sl0IlS ~''~iy~i K. A~0
/ - 51' - ~ - llnnnul~~~ 4_. .
IPF - - - - Dlsf. t I / Diets
/ i /
/ I I I / I ~
/ I I I I a
/ I II I I Q / I I Z I I Une io be Agreed Upon Horris 1981 Pbt I w Y ~ i '
/ / I !PS ~ . - pt~
I i I / ~ I Patricia tY Robert Coleman I (
/ I DB. 355, PG 266 U ~y&~ i OHS ~ i
/ II I I Z / I \4/ / ! I I 4• '~'i 4~~ - .
/ { I
N Bb~TY E
/ rT 1PF Q / KennetA & Rebo T71er ~ I D'~' I
/ DB. 198, PG 45 I / I 01 I a p ~S
/ II o I /
I IPF v Z I Di9t. ~ a I i:-, ~ ~ w } ti ~ f~• ia~~_,, Qi
v I I q o I ~ ` ~ O U f~ ~ ~C E!
e a Kenneth & Reba 7HIer ~ PF w I OB. 223, P0. 402 ~ Oeed Overlap 'e A
Bfoc ~ Zkl Ft ~ ~ - S9 Q I u~ _w ~t is
Carage _ I M ~ ~~rr
~l ~ ~
I ~ ~ 1.580 Acres 1 I 1 B ~ 's~"~ti
1 ~ I
a ~ I
~ KENNETH & REBA 11LLER I a ~s
DB 223 PG 402 ~ _ - f ~ ~ - - I BAR OaIMe S(112 ~ \ ~ - - a
m
I -u ~ / s ea57's3' Iv ~ ~ wv~cmnnid ~ N I
~ ~ / 15(Tg' IPS IPF d5 ~ Dht
p~ JOE & KEVIN AVOLIS / I ~o~ N , i ~ ~,SITE - z ~
~ I , 4 +;r~: ~
r _,a ~ I I ~ ~ ti ~ ~ I
~>ER ~ ~ ( Q ~ K.S. SLADE ~ I ~ - r _ fa W O ~ _
~ I r y ~ DB 139, PG 51 ~ r=~ " ~ t~undlrn [z] ~
_ ,
o To a[ IE?IPhO I C.~M89449 s -•r., I--4 ~
I ~ -1D ~F O
d0 ~ OB ?5 .247 ~ 0 ~ _ E H dJT7Ai' E I 4 I I
{r ~ ~ I tltlblRL tit ? 79) CI TDT~ BE10 RBq I ht IPF SPfke ~ I ~ ~ ~ ~ I
~T~ ~ ~ Dlat. I , -27 \ \ f1>;1NC
sr m ff tmlwFD erowwt \ " i ~ d7 v ~ I ~ B75BC t
WBE ~ 587TH' ~ N ReBar -ss ~ ~.45i~ iPF U{CIf~ITY f~AP ~ ~ ~X~ ~ 0 ti TO SCALE ~ o~
ds iD _ S / , o 1 ~s >mN
\-ss ~XEY' v ~ . • t7J5'f8G SfRUCIUpE ~ \ " ~ ~ I JIMMY WAT N ~~o~
_ss ~ o DB 418, PG i16 ~ ~ m ~ t~ m ~uw ~ I ~
r A i
J b ACreS W \ ReBa 1Z . N '1 Ba 251, P& 247 ~ AMliCO CONSORT, LLC . LEGEND Q
- ~ ~ ~ ~ OB 251 PG 47 a ~
PARCEL ' t ~ . do ~ ~wE a EXISTING .
~ PAMLICO CON T, LLC m ry earaw~ DB 49 , G 23 „ W I~ _ _5-~ - CONTOUR
/ ~ -,s \ds 1ER p~ w5 - -W- - WATER MAIN
y ~ I _ ~ MUCO CO SORT, 4z - -D- - STORM DRAIN
~ 1 ~ ~ ~ ~ D8 25 PG 247 /v ~ ems, ' ~
d3 .~o q tWtmm 9 ONE-- - OVERHEAD ELECTRIC
~ ~ ~ Q ~@ -1't ~ 1P a
~ a 0 ~ ~ ti M ~y, r ~
d' ~ " gPac TAN(t tur RS d° Q~ -ss 3 W ff 1elB~m
/ ~ O V 'u '"Z t _ a I
~ ~ ds k 416AJY ^o / A ~ S PROJECT SUMMARY
~ ~ Bents AwuEr ~ Z m • ~a°. W~ ro ~ W ~ dp N 1/f .~~yf Q t PROJECT DATA:
~ 111 ! ~ p
~ ~ ~ V~ ~ ~ ~ ~ DEVELOPER: PAMLICO CONSORT, LLC
~ 3 ~ ~ I PO BOX 181 ORIENTAL. NC 28571
I -59 ~ 1. ~ ~ [phone]
OVERALL SITE AREA: 124,794SF, 2.86 ACRES
d r ~ ~ _ \ fbS1116 ~ ~ 0
d, \ tFiHi GDOU NYEIfNAr V ~ 51TE ZONING: NONE
~ ~ mlmwi v UTILITIES: SEWER-PRIVATE SEPTIC SYSTEM ~ ~
d, _y1 ~ -u 1 ds \ N83U950~E I WATER-PAMLICO COUNTY ~
\ -17 ---ZINC S®UCA1~ x '0.1 , \ u.--- --10 ~ i~ MkR 1E1F1 11320' ELECTRIC-TIDELAND EMC ~ ~ ~
~5,.,, -z, / i \ HOSING DDD( TO ~ 8tN1UL WATBt I TELEPHONE-EMBARQ w ~ ~ H
~ ~ ~ 10 NEIIW CABLE TELEVISION-SUDDENLINK a ~ H
REFUSE COLLECTION-PAMLICO COUNTY ~ ~ O Q
\ ~ / d -t' J 2 _ d, / -0.1 CAMA SUMMARY: ~ ® ~ ~
TOTAL SITE' AREA WITHIN 75' CAMA AEC =62,623 SF, 1.44 ACRES, 50.27 OF TOTAL SITE AREA a O
/ ° TOTAL EXISTING BUILT-UPON AREA WITHIN 75' CAMA AEC =4,750 SF, D.11 ACRES, 7.71 q OF TOTAL 75' CAMA AEC AREA ~
\ d, ~ TOTAL PROPOSED BUILT-UPON AREA WITHIN 75' CAMA AEC =4,411 SF, 0.10 ACRES, 7.64% OF TOTAL 75' CAMA AEC AREA ~ ~ O ~
.u d+ ~ 5 29 +1 / TOTAL PROPOSED BUILT-UPON AREA (ENTIRE SITE} =12,868 SF, 0.30 ACRES, 10.31 OF TOTAL SIITE AREA. ~
~ \ ~ \ d6 d, d7 NOTES; ~ Q ~ C-i
\ T ffi dA dt 1. ALL STRUCTURES BUILT UPON THE PROJECT SITE SHALL COMPLY WITH THE FIRE REQUIREMENTS SPECIFIED ~ C7 ~ ~
\ d7 \ 6 IN THE INTERNATIONAL RESIDENTIAL CODE, WITH NORTH CAROLINA AMENDMENTS, 2002 EDITION. O ~ ~
dT \ ~ / ~ ~ de TD TT 2. SECTION 404 WETLANDS ARE PRESENT ON THE PROJECT SITE O ~ ~
~ 9 3. NEUSE RIPARIAN BUFFER AREAS REGULATED UNDER 15A NCAC 026 EXIST ON THE PROJECT SITE
d7 \ \ / ~ 4. THE RECEIVING WATER COURSE FOR THIS PROJECT IS BROAD CREEK, CLASS SA, HQW, NSW AND O ~
\ Fp dr ~ ,e Q \c ~ Fo ~ W COFFEE CREEK, CLASS SA, HQW, NSW. ~ ~ O
FC ~ / ~ n
y9y -e. d, d, d, ~ o yF ti.. ~ ~ ~ H PROPOSED 10-SLIP DOCK FACILITY SUMMARY ~ ~ ~
\ ~ 11 Q Z
\ ~ TOTAL LENGTH OF SHORELINE ON PARCEL = 1,039 LF (ENTIRE TRACT) ~ W
~ ~ 13 ~ Q cS
p e ~ V FO RED MARKER 2 ~ ~ ~ " ? TOTAL NUMBER OF SLIPS = 10
F\ ~
TOTAL PLATFORM AREA PROPOSED = 1498 SF < 2172 SF 1 ~ ,
~yy ~ w F TOTAL ALLOWABLE PLATFORM AREA = 4 SF/LF X 543LF = 2172 SF " ~
z, TOTAL AREA WALKWAY = 6'x99' = 594 SF
\ 1T TOTAL AREA TEE HEAD (PLATFORM) = 6'x153' = 918 SF
\ 20 18 TOTAL AREA FINGER PIERS (PLATFORM) = 580 SF
19 TOTAL DOCK SYSTEM =1892 SF ~`1*~
GREEN MARKER "1" a>c>c TD
_ BLAN -l
A EXISTING SITE CONDITIONS so o zs 50 too HOAr*s8aLVMtV8o
C1A Ct SCALE: 1"=50' Ordri • 0 8 0 1990 unrno aid M°N30
SCALE: 1 "=50' 8000 61 Nnr U--A
44JJ 06015

1 RELEASE FOR PERMITS JKA 3/18/Q8
5 5 5 5
EXISTING GRADE SIL FENCE FINISH GRAD EXISTING GRADE 4 4 4 4 2 CAMA COMMENTS JKA 5/1 /08 0~```"°~"~~~~~~ CAS, ~~i
NEW 45LF W006 BUL HEAD _ _
3 3 3 - _ ~ - _ - - 3 ti .9 ~ r.
ORMAL WATER LEVEL NORMAL WATER LEVEL - i- - - - I- - -
2 2 2 - 2 N0. DESCRIPTION 8Y DATE ~ 15738
_ - - _
1 1 1 1 Revisions '~~,°~~;~°p~o~~~` ~~,~,~Il~~r,,~~~
0 0 0 0 4
EXISTING BULKHEAD EXISTING BULKHEAD ? ~ `
_1 -1 -1 -1 TO BE REMOVED TO BE REMOVED
EXISTING BASIN
_2 -2 -2 -2 TO BE FILLED
- -3 -3 -3 3
NOTE:
4 4 4 4 BULKHEAD SYSTEM SHOWN IS FOR SCHEMATIC ~ Q ~
PURPOSED ONLY. THE FINAL DESfGN OF THE ~ ~
- -5 -5 -5 5 BULKHEAD SYSTEM SHALL BE BY OTHERS. O
EXISTING B TTOM EXISTING B TTOM - -6
6
+00 0+50 1+00 1+50 2+00 0+00 0+50 1+00 1+50 2+00 0 H~~
C -
B SECTION THROUGH .INLAND BASIN-EXISTING CONDITIONS SECTION THROUGH INLAND BASIN PROPOSED CONDITIONS W W ~ ~ „ ~,.~~~W
C16 C16 SCALE: HORIZONTAL 1 -30 C16 C16 SCALE. HORIZONT,L 1 -30
VERTICAL - 1 "=3' VERTICAL - 1 =3 58 f ~U~~~
i .88' \ \ I ~~I~~Q
1 \ 1.580 Acres I
/ iiNG REST E ~ I 1
4 / I 1 /
I I I 4 /
a I / V
I MSiING GRAVEL DRIVE I i
KENNETH & REBA TILLER ~ - _ _ I
~ ~ _ - ? , ~ ~ _ - / - ~~00
DB 223 PG 402 _ - - - - _ _ I - - / ~ ~ ~ - ~ ~ ~n
BAR Online bt 112. ' ~ " - A~ ~ XISTIN OADSI SWA~ ~ rr~~n~Nc~
d ~ ~ TO RE N I d ~ ~ 4 ~.J I
/ / S 883' I ,k'h / ~ 43 W •,~g / Nom.- 154.28' ~ I O ~j ~ U ~ Q ~ ~ Z
~9 / / -''0 IPS 1PF Z ~ ~
~ o / Dist. I / I ~ LEGEND ~ ~ ~ ~
JOE & KEVIN AVOLIS 1 c,~ ~ W p WN
0 r I Z EXlSTlNG W ~ m X
G / ~ I ~ _ / o I - -5- - CONTOUR ~ ~ z ~
~ ~ w O - -W- - WATER MAIN P ~ 0
-2.U . ~ I I
-zo `ti i Q I ~ ~ ~ rn I I E1TSiiNG 6' PVC WA1ER VAIN - -D- - STORM DRAIN v ~ 0
~ -2S - ~ K.S. SLADE I ~ ~ o f ~ Doti ONE- - OVERHEAD ELECTRIC ~ W ~O
-2.5 , ` 1 ? i ~ ~ DB 139 PG 5 c~1 M I ~ I W~~~
ti ~ I > `L n- i
~ y ~ ( / oy F ~ 0 0 I U~ ° o ~ ~ 'j m N
' XISi1NG SHED XISTiNG WOOD BRIDG >J ~ I
•o TO 8E REMOVED ~ I I ~ t~ O `n ®
y~ 2.5 IPF ~~g ~ 0 I
t ~ I Dist. Q I
-3,0 - er DB 25 .247 I Q ,•a N 817743" f I ~ E NG BA TO BE LLED 154.44' Tot I I
-2• ~ 4,095 .09 ACRES ~ o EYJS?NG BU HEAD IPF IPF o Spike a I
NORMAL WATER Lf L 2 750 CY Fl1L TOTAL BELOW TO DE REMO Ist. Dist. ° I NORMAL WATER LEVEL
I
-z.7 2 TIN LKHEAD ~ STING HYDRANT \ ~js , EXIS G ~l I g' ^9 TO BE REMOVED
`O~° i . \ `O' ~ I -z• EXISTING OAT R
-3.5 -z.l TO BE R OVE ~ ~ ~ S 8703'36° W ReBar \ 2 ~ ~ IPF
EXIS .RIP RAP o . 99.49' ~ -2.5 may, '
~ 3 ~ I EXISTING STRUCTURE
~ 'YYER•Y5 HEA JIM 3 U ~ I JIMMY WRT N
N 6 " ' ~ ~ DB 418 DB418,PG116
~ _ a 4.3 111N ni fl ~ ~ -z 5 EltlSiiNG BULKH EX S G STRUCTURE / (
-a,o ~ TO BE REMOVED ~ TO REMAIN ~ / a -a.5 I ~ / 85 50 3 W 3'W S8550 3"
- ~ w ~ ReBar
use o ~ s Acres ry 129 .Q
_ o -3.7 B. 51 PG. 247 AMLICO CONSORT LLC
-tea - _a.5 / ~ N w
n i DB 251 PG 247 \ ~ > r--~ -5.D XISTIN ROAD IDE SWALE
- o STIN B LK E E G S TO REMAIN
/ o EMAIN PAMLICO CON T LLC -5.0 -a.5 } N E%ISi1NG BOAT RAk1P
-5~ ' DB 49 PG 23 TO REMAIN Q
-5 -4 I -5.5 IPF tPS H
\ -4.5 Dist. _~5 N RM L TER E P MLICO GO SORT L~ _L 42 ~ ~
\ z s~ ,
-5.2 / ~ -3'5 ~ DB 251 PG 247 -5.5 / I
5.0 ~ ~ o / C~ ~ -aA _3 0 ~ EXI NG D POWt~ 4, wo° ~ W
G ~ TO BE REMOVED 2 . , „
7~s~se -5.5 -a.8 V ~ 6Q.17Q o ~ Q
v ' - .53.0 -3.1 iP 40 a
/ F ~ V -a.8 -25 / M N
V ~ ~ A \ o AND r~ Q -4b ~ -20 ~ ~ r2 / ~ ~ 39 ~
5. -ss -5.3 -3a .e -z. W ' N ~ i1NG SEP11C TANK & PUMP ~ r-~ ~ NORMAL L
Q ~ _ y 3 ~ afr, ~ G~ 3.5 _2,g ~ ~ q ~ - TANK TO BE REMOVED 38 ~
' fP W Q ~ J~ ~o~'
/ ~~t,-J -z y ~ 15r,~p,~G >x H
-5.2 -4.5 -20 2 W 37 ~ ~ ~ I ~ H
\J -5.5 ~ _ e W N 41'53'36" I, o !Z 6.43' _ ~
_5,0 " ~ ~ ~ 4 EXISTING ASPHALT Q' .EXI NG HEAD N tl TO REMAIN
Z TOR AIN ' a. a ~ ° ° ~ o ~
r-
-a.l L ,t ~ -d ~ ~ ENO d EXISTING C TE ppR SLAB 18 1t~~ Kl ~ 35 r~ ~ ~ ~ U
l ~ j v~ ~
-3.tN AL WATER ~ \ ~ ,I g 34 ~ ~ ~
~ _2• 3 wE aND d ° °
-5.7 ~ `ad -4.0 \ ' ~ ~ , a ~
~ ~ ~ ~
d -2.5 \ d L Y y ~ W ~I O ' \ ~ O y ~Y y J ~Y ~ ~ G H ~
-2.3 \ W W W W C d ~ w
-2s - EXISTING BULKHEAD W W ° . -3.5 \ o W 0~
TO REMAN DEtiNEAiE N _ - -ao \ , s~
-1'7 N WATER LEVE P P XISIING WOAD WALKWAY ~ -a.t ~ ~ ~ \ / p. I ~ TD BE REMOVED SUNG BUIKNEAD Q
+•F -5.8 \ -1.7 ~ ~ ~1 TO REl~NN
-ao Q \ -i.l 1846 ' N83'09 50 E
-5.5 ''r/ -~"EXf~11NG STRUCTURE-~ 3t't ~ _ \ (y~ 113.20
2.7 ~ _ ....ui or nnlnurn ORMAL WATER LEVEL "~1SYAxh-
X25 1 -2•1 EXISTING BULKHEAD NORMAL WATER LEVEI:-/ EXISTING DOCK TO REMAIN
TO REMAIN
\ 30 0 15 30 60
SITE LAYOUT PLAN -3.7 _2.9 32 30 -6A ~ _ _
1 SCALE: 1 "=30' -4\-i 2 \ -6.5 x
V7 31 ~-64 SCAL SCALE: 1 "=30' 06015

1 RELEASE FOR PERMITS JKA 3/18/08 ~~~a~~~ur~u,~~~.,.
2 CAMA COMMENTS JKA 5~1~08 ~~~`~~,G'~!~ ~~~i,~~~~"
off.
SAC 1573
NQ DESCRIPTION BY I DATE e ~ 0.1• ti
Recisions %,,,f~~l~~~~~`
/ d . / ~ ~ ~ ~
/ ~ ~ ~ ~ ~ W
~ E NG RES1D CE / 1
Q ~ I d I / LEGEND
I 4 / I
I EXISTIN( i EXISTING ROOF GUTTERS SHALL BE PROVIDED ON THE ~
I XISTING GRAVEL DRIVE I - -5- - -5- - CONTOUR NEW DOCKHOUSE FACILITY WHICH SHALL DIRECT ~ Q ~
/ ~ I KENNETH & REBA TILLER ~ i Q ~
DB 223 PG 402 ~ \ \ - - - - ~ - ~ - -w- - WATER MAA<N Ali'. ROOF RUNOFF INTO THE RIP RAP FLOW O ~ ~
/ \ \ - - sTORM DRAIN SPREADING DEVICE, SEE SHEET C3 p ~ , .
XIS11N OADSIDE~SWAIt OHE OHE- - OVERHEAD ELECTRIC ~ ~
i TO RE AI ~ , I
~ / 4 I / i ~ U~
H~~Q 16' CAMA AEC LIM11--~ N ~ . , W
o i I / ~ ~ N
~ I ~ / I C,,I N '~~~~W
/ ~ I N
G s ~ I ~ ~
~ ~ ~ ~ ~ i ~ -t.6 LIMITS Of HONE 2 RIPARIAN BUFFER ~ ~ p Q
-2.0 ~ ~ ~ ~ Q I -zo i I (
I ~ \ -zs ~ I XISTING 6" PVC WATER MAIN ' iO1Al IMPACTS CAMA AEG =1,166 SF
K.S. SLADE \ I I I, -25 ( LIMITS OF LONE 1 RIPARIAN BUFFER-
DB 139 PG 51 ~ 1 ~ ~ ! ro
I ti j I
i o ~ DOCK OUSE S ~UCIURE NEdF IOiAE IMPACTS ZONE 2 = A33 SF ~ z
EXISTING SHED ~ .0 0 ~ I ( a EDCE OF EKISiII~dG COPdCREiE SLAB ~
i0 REMAIN ~ ~ o
! 2. I 1 o0 ~ TOiAI IMPACTS ZONE 1=1,033 Sf ~ ~ N C°
_ I -3.0 ~ I z a~ U ~
I I ~ I
-2. -270 N ~ I NORMAL WATER LE , 2 -3.5 N z ~ ~
-3.6 Q (
-2. \ -2.7 ~ ~ 4.0 1 PLAN VIEW @ NEW N N ~ w ~ ~ DOCKHOUSE ON EXISTING SLAB ~ ~ w N
S?NG HYDRANT C2 C2 SCALE; 1"=3Q' mom'
-z. ~ X4.0 ~ ~ I -3.5 -2.7 \ .9 ~ x
~ ~W~ ~ z
EalSlitdG RIP RAP ~ -2.5 TO ~ ~ 0
- ~'>~c~o
~2.5,. ` -a.3 3 ! EXISTING STRUCTURE \-3.5 - a .
~ -4.5 - JIMMY ~ NEW 45 LF Blfi~1E -a.7 JIMMY WAT N ~ W ~°o
1 4.3 DB 41 E ETA SkEEI-C2-~ ~ 8 _z,~ V,,,~ / EX1S11NG STRUCTURE ` ; ~ DB418,PG116
~_4-~' -4.0 - 5 - ~ TO REMAIN ~ I - ~ ° o 0
-3. NEUJ DOCKNOUSE m N
~5. FFE=8.0' c~ O N
/ -3.7 -A \ a ~ EXISTING CONCRETE ~ w,_,
c4.0 -4.5 n ~a: ~o ~ TOP SLAB=3.90 _ SLAB (TO REMAfN)
~ __lii~il ~ i~l li_~ :~i: - l-'u i i ~ i ~ i~:. i- i_ .-I, ~I! Ill II lil -VIII I il(~ I'-` -III II ~-111-III_ ~ :III ' ~ '~L'I~ ~'±_'l _Il,
/ - o XIS1iN LK E EXISTING ROADSIDE SWALE
/ 0 EMAIN TO REMAIN -5A -4.5 STING BOAT RAMP
-5.5 / -5 -4 0 TO REMAIN
\ -5.5 -4.5
-5.5 N RM TER VE 2 !CROSS SECTION THROUGH DOCKHOUSE
-4.5 -3.5
-5.5 -52 / 5.0 42 C2 C2 ~ SCALE: 1 "=20'
/ ~ ~ -4.D .3.0
at i0~
-4.8 2 -5.5 ~ Vr ^
V , - .53.0 -3.7 ~ ~o
i / \i ~ 3.6 -3. -4.6 / -25 / ~
w -4.6 ~ ti - AN NEW 6' E FLUSH WOOD ~ ~ 5. Q O~ -2.0 r~ TE D M A u _3,3 ~ ~ ~ ~ WALKWAY-S ETNI 3, SHEET C2 ~ 39
-5.5 _5.3 -2 W ,N ~ 4 T CLOSED HEAD, P MP UT-~ Q ~ (3,30 SF OTAL) „ ,PMPUT ,
3.5 _25 y 3 z ~ / TABLE SIG AGE TY O 3 G ( TY . O 3)~~ NORMAL R LEVEL WHEREE INDIC TEDOON PLANWAY
i ~ ~ 38
V -5.2 -4.5 _2, W ~ 7S'CAyggEC ~ EXISTI G ASPHALT ~
~ ~ ~ TO EMAIN -5.5 ~ - B I 37
Q~~~ ~ ~ WHALER ~ 'I Mll -ill Ili-li~~i lil ;II~ II:
Q' s .EXI ING KNEAD ~ ~ ~ ~ ~ iil III ilk: Ill I~~ III I I F-
Q ~ Z TO R MAIN d a NEW 6' W1D SH WOOD " -1 I ~1J ' l l--LI I ill I l i III LI;^I ~sN wooo ~ ~ ' ~ I~ I I_ I I I~ i I 1-1 i l ~ !'~_i ! i I -
W AY-5EE DETAI 3, SHEET C2 -4.0 ~ / ~ ~ SHEET C2 ~ "I I .-1 ~ 1 ~ -1 I ~ I , ~)j! ~ I ~ I I: .F TOTAL) ~ ~ ~ - i ~ ' j _ I I I I
6 / -a.7 t ~ -a . ' ~0~ IPNP ~EX(S1JfT~'` EIE~ ( 04 SF TOTAL) / . 5.5 ~ ONE 1 ~ 35 ~ ~=1 I I I ~a lI ~ i
I ~ 0 W lil III i"= ..I '11.~IIi .11~ E--~ p ~ ~,li~ll~lil ~I_ ,I ~ ;II ~
_ NO AL WATER VE -~E~~~i(~ ~ Q 7~,~ -5.5 ~ 3.1 _ ~ t11V ~L~ ~ 111 ;~I 'i~ II I!I-'
-4 LOSED HEAD, PUMPOU 3 - ~ 1- 2 „ WE AND I ~
-5.7 _40 AVAI IG P. OF 3) k ; ~Q ~ -III ill _I, I_ ~ l i- i l~ I I,._ O ~
-5.9 ~ ~ A W ~ r /i' 2 ~ ~ -'r 1----_ w .NEW 6' WID FLUS OD ° !!!!-I' DEADMAN PILE ~
~ ~ di, ~ LK Y S AIL ,SHEET C2 = ' TIE BA K ROD ~ Q-,
~ 0 X (3,304 SF TOTAL 4 23 ~ W W . ~ ~a~
-2.9 - EXISTING BULKHEAD \ w ~-'/~i ' ~3.5 p p y / (,~j NEW WOOD OR UINYL BULKHEADlNG-SEE PLAN ~ ~ ~ ~
TO REMAIN DEIJNEATE N , , -4.3 -4.0 - \ ~ m w „ n
_6, ~ " W CLOSED HEAD PUMPOUT V N L WA1ER LE , tx EX1511NG BULKHEAD Q Q
-5. ~ ~ \ ,,I,, AVAILABLE SIGNAGE (TYP. 0 3) u TO REMAN ~ ~ ~ ~
h~ LIP5 \ Q -3.3 \ ~ ~ T
p7 ~ 2 -4.D -,.7 ~I w H
~5 ~ ~ E DRY YDRANT . SEE DETAIL 2 SHEET C3 -27 5 5 O ~ ~ ~ 4 NORMAL WATE LEVEL FINISH GRA E O ~ ~ ~
-fi.t t -'~~Z..,f -z,a.-... - ORMAL WATER tfVEL
X25 -zt / i---- LF NNYL BULKHEAD EXISTING BULKHEAD NORMA WA 4 O U O H
SLIP 51 EXISTING DOCK SEE DET L 3, SHEET C2 L lER LEVEL V 1 "~-z.5 r` TO REMAN D~ \ ~ TO REMAIN 3 3 ~ ~ ~ ~
\ / ~ - -5.e Q -z 5
" C~ -3.7 ~ T \ \ 2.9 2 - 2 ~ ~
i--' 32 \ -4.3 - - 6' IDE FLUSH WOOD WA KWAY p~ ~ 1 1 ~
~ '~h -2.7 ~ 2 -6.5
0 O
~ ~ ~ 3 ENLARGED VIEW -6.1 Br a NE UINYL SHEET PILING
Q SH T~-G3 _1 _1
OG ~ ~ q 4 30
0 ~ ~ ~p ~ 2 - - 2 -3' ~
- ~ -4.3 ~ 5 29 -6.3 O -4.4 ~ ~ EXISTIN BOTTOM
-4.3 Q -4
6\
- ~ - .1 -4.6 -5.7 5 -5
\ 6.4 ~ \ nn nnnnrn a ,n ~ nrn r.. '...,16.., c,
/ Kuru~tu IMI'A(;l) iu Nu~Li~ 7 28 _6 1 -l
ST WATERS - 12,531 SF 6.2 A SITE LAYOUT PLAN \ 30 0+00 0+50 1+00
30 0 15 30 60
" SCALE: 1 s7 "59 EXIS ING DOCK SCALE: 3 DETAILZCROSS SECTION OF BULKHEAD WALKWAY C2
7.6.6 s.7 8 TO EMAIN \ 27 SCALE: 1 "=30' C2 C2 NOT 10 SCALE
06015
i

rA 1 RELEASE FOR PERMITS JKA 3/18/08
2 CAt4IA COMMENTS JKA 5/1/08 `v`''Ntt~q~~~~i,~,
i
6 2~ w9 ~9
SAL ~ ;
~23" 23° 23" ~ ~~2^ ~ ~ ~16" LAP (MIN.) N4. DESCRIPTION BY DATE 15738
2x6 DECKING rev `,(S. r~~~iC~
-TOP OF D~K 3.5' ABOVE NORMAL WATER LEVEL Revisions o,,~'iy~l~ vo`'~~`
2x8 STRINGER I ~~rrrri;iin?~~~`` .
L aY
(2) 3/4» o
THROUGH 2x10 GIRDER
BOLTS LEGEND ~
N 2x8 CROSS
EXISTING ~
~ (1) 3/4" BRACING EVERY THIRD PILE ROW 8" BLOCKING
THROUGH CUT BRACE @ CROSS - -5- - CONTOUR ~ Q ,a, ~
BOLTS (TYP) END FLUSH - -W- - WATER MNN ~ ~
- -D- - STORM DRAfN Q ~ ~
WITH PILE (TYP.) OHE- - OVERHEAD ELECTRIC ~ ~ ~
MEAN HIGH WATER 6" ABOVE MHW (TYP) ~ ~ ~ Q
ROUND TIMBER ~ W
~
PILE
~A SECTION A-A oaf w
~ a~Q Q
~ CROSS SECTION ~ TYPICAL DOCK
C3 C3 SCALE: NOT TO SCALE
~ ~ M 's ~ i r ~ X'o / ' EK1SiING/NEW UMBER PILE ~ o
h ~ / ~ 21 2"HOSE DICK CONN i ~ 00 i°
/ ~~s / / z ~
N ~ ~ ~
J ~ / / /~o / / EXISiING,INEW DOCK 212" 90' PVC EIBOtii ~ w z N ~ ~ ~ ~
/ ' / ~o ~ W ~ w~
~ Q, o m 5 ~s\~o ~ / 212"PVC DROP PIPE ~ w Q
~ ~ ~ ~ ss ~ s ~ ~e~ 5~ ~ a SAO $ ~ s ' ~ ~ / ~ Gt a~ ~ s; G \ / ~ ~y
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~ STAINLESS SiEEI PIPE STRAPS ~ 16 OC VERiICAIEY ° ~
~ ~s ~ / NORMAL WATER LEVEL ~ o
~ woo / ~
6 ~ / ~e 7 + ~ ~ f 2 W r I
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/ / 21/2° 90' PVC ELBOW ®o
i '
" / ~ ~ 2 NEW DRY HYDRANT ~
C3 G3 NOT TO SCALE
~ / I I SLIP 50 / ~ ~ / ~ +.1~~ / ITI / ~ / i i /e
~ 181' / / ~ ~
~ ti~
O ~ ~ / SLIP A~ A / `
~ ~ ~ ~ + ~'O ~ / ~ O~WMTER VEL/~ ~ ~~aa~
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CENTERLINE PROPOSED DOCK 1
/ "CLOSED HE "CLOSED HEAD,\ UMPOUT
I I Q/` ~ wJ ~ I ~ ~ 1 ~ VAILABLE" UAILABLE SIGMA ~ (1YP. F 3) \ ~
'6 ~ ' I/ ~ ~ SKIP 46 0~ SLIP 51
~ / ~30' S' ~ I (DETAIE 2~TH(~\HEN) \ ~ \ ~ ~ C~
\ \ ~ Q D
I ~ / R / oo' SLIP 45 I / ~ ~ ~
~ \ ~ ~ ~ ~
' ~ / / ( I w~ ~ ~ EXISTING UL~(HEAD \ \ ~ PROPOSED 10-SLIP DOCK FACILITY SUMMARY ~ ~ ~ ~
~ \ TOTAL LENGTH OF SHORELINE ON PARCEL = 543 LF O a E-+
~FO `s ;sP°I SLIP 44 ~ ~ ' w i0 REMAIN \ PARCEL 'A' ONLY ~ ~ ~
O
\ \ \ TOTAL NUMBER OF SLIPS = 10 ~ ~ 0
~ TOTAL ALLOWABLE PLATFORM AREA = 4 SF/LF X 543LF = 2172 SF ~ Q . ~ Q
i I 6 ~ TOTAL PLATFORM AREA PROPOSED = 1498 SF < 2172 5F ~ O
~F/~ ~ ~ I w 'SLIP 43 ~ ~s
O ~ ~ ~ TOTAL AREA WALKWAY = 6'x99' = 594 SF U ~ O W
~I ~ \ I \ `v~, ' \ \ \ ~ TOTAL AREA TEE HEAD (PLATFORM) = 6'x153' _ 918 SF ~ O
\ I I ~ I \ is T\p~ \1 TOTAL AREA FINGER PIERS (PLATFORM) - 58D SF O
TOTAL DOCK SYSTEM =1892 SF ~ ~ O ~
H
~ a w
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6 \ ~
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~ 1
20 0 0 10 20 40
A ENLARGED DOCK LAYOUT
;ALE: 1 "=20' C3
C3 C3 SCALE: 1"=20' SCALE: 1"=20'
06015