SW7051110_APPROVED PLANS_20080221

STORMWATER. DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Z _&W ^
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
2au�o2�
YYYYMMDD

NW PEER FINGER PIER AND SLIP (PIER
_V,
,BULKMAD =.
BIXOEAV t`TYP) 6'CONCRL-7EX4LKNAY
'S7' NNL (O.oJ \ \ � \�
TIE RO
tb = V
/8' BOLT %i/ WAS
PAL Rb \`7YED10 \ \ \ V:
3RAVANG FILE: P03465\SMCH12-l2-04.dwg
,LOT SCALE: 1'-40'
CROSS SEMONVERW SHOWING ALL WATER DEPENDENT
in VCTUM AL0NG-PjV9LQPhfl9NT WATERFRONT, NORTHWEST TO SOUTHEAST
N.T.S.
PIER, FMGER PIERS AND SLIPS (PIER jW
12
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COMMISSION NO.
P03165
DESIGNED BY
JSL
DRAWN BY
WDE
CHECKED BY
WDE
SUEDATE 10/2:4/O:51
SHEET NO.
2
,OF 2 SHEETS,

AS -BUILT CONDITIONS
?� 2
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OB 1213, F5 343 -� VICINITY MAP Z
rRiFR MARl1� !1! . f I
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x-735 B o - re IN R ca•GFr�fLrB-Ir ` x-750 x-7Sd b° I P40PO:FD BU'LI61fA� HHti1EHT - 12G LF. X X X IL
,�� aw�,5ca�+ LEGEND jl
-CALCU {4 - -- -- -- '-- - -:.,- _ -------------------------- aO.T } AINL�1NpKJPE7JGE
# _ L,6y,r� � EXISTING GRAVEL COVERAGE x-7.Gb 3s rT?aD rcauc L
f-
r�D ^ �
x-0.00 FENCE
mflrExrDwwr I X-4$7 r-ssa x sso - r7?PJ *� Li
-rt gl'Et sru fj „-- . _
pf - runac VALVE x -4.D0
A-MTLR ALV X-4S0 X-4.-sroeT'r- r,4L m
a+ EXISTING ASPHALT COVERAGE x e.cn x-sso -2,30LF x_3.o� D77
U
DRa ,nkr I I SO x 3GO ` Er r
...�-5R7rR-Eyhngy O O O O O D O O O 0 0 O O o 0 0 0 0 O D 0 0 O O'er - 1
-,7� DE13R15 OIJ 5TATlON � AREA = 54,042 +/- Sft
Aro �ictretArm ro 5'+aar: urf. L o O 0 O O 0 0 O O O 0 O o 0 O D o O,S' OLA 0 o D o 0 x_ fix (7o 5F ✓ 1,
EXISTING CONCRETE COVERAGE 11 APl'R�X LIX.ARCNGFfX DILN'1DATIDP1LlNSS D x 3' 1r�.7' 124 +/- AG
rs4 ssore6,�e�El x q� N.VL
Amro 7aZ P6 s4 (r0 HE rim) KNEAD yy a. k . n \ �7
-5LRVFr DATV504'2JV2NW .^ E 45,9 I Iw Y
aN n+Aoc fs+. O q per, 52 4 I s►'« w Z
- � +A x-ro.ao WATER DEPTH FROM 7-12-04 +° o I o T ~
- v�Zrk^A! DArtN 1'15N7 ?a 368' O ` I - ,�a 'hA ,,�' ¢ w w W
eases cN r�s rtirtr s b'. \ u _ q_ w Q 3 a-
$2f7UH aas�o cvA� x-ro,0n x ` - - w
nus,', ,I7rA aaiu�r x/ r APPRDXIMATF GHA�NEL ° _ _f m I _
z rm
AW rs NVT NnC7� F w x -4.Gb ''. -_` - _-ter *1 y� p Q z Z O � Z U V1
� �1 � a�Qacn wwo
Anarcaz cuvvt»vrx G21�RFTE ;� r m Fr. AGGE55 EA r D83.K4 p6. 554 , 4 Ui m -
LOCATION BA5ED ON
x-4-25 x�,cn x-4.cG s. �°`u r 1 O GCK v -- h
U555 TOPOMAP ----- W
PRDJEGT DEPTH 1� x -3� FFE = 7�' I ` la Y ly o z w a a
-r I -----------1�. x X ~ U w d U O ..1
X �,a0 x _3 O4 LIVE 4 (1,C'iTE-PrIfLD1N6 CORNERS NOT SGaJf+RED) la,�' I �" r I -- -- ,i L� x - I x L N w ~ Q g z <0
PYA TER ELEV. = 08' Z: } ___-.... �y � _ x I t� Q ¢ O O
NOTES:
b A
Ma:
1. TOTAL LAND AREA: 96,677 SQ.FT. (2.22 AC.) _ _ o 0
PERVIOUS COVERAGE: 9,102 SO -FT. 0.5' IIULKHEAD �I*" 443' }r2' - ^' �• I o 0 a o w
2. EXISTING PER �� �� ,
IMPERVIOUS COVERAGE: 87,575 SQ.FT. (90.6'%) 88,67i x `de 5O 155 0 o x5Z�
3. EXISTINGWick 4.r' I'
4. EXISTING IMPERVIOUS COVERAGE W/IN 30 FT TAR PAMLICO BUFFER: 16,325 SQ.FT, { i D / u M error a P4 c' 0'= m 0
IMPERVIOUS COVERAGE W/IN 50 FT TAR PAMLICO BUFFER: 27,143 SOFT. 92.8X 4 A��vx LO:A77ON oF Ex. DILAPIDAn52 PIL11iss J' � e37' " N � a o 3 5 z 3
5. EXISTING IMP 100' (TO BER -V�) 0 hF e=.rye' wo a Ix wog
P,414 TE00 CREEK
a CANOPY .2.� ' rmk b 2 / 2-451ory q
FFE b�`PIN �1605 08 7b 4
4. _ AREA = 4l,45614 1A
.car OA5 +/- AG r
A99WXLOCATION OFEXDrLAPIDATE7)P'LIN55 5s�J° 2-5TORY a y 5 � r��b5 �� 328' J
p,xqW BE R�JSMJ x -ssa CLOCK 1 METAL
x-ICA 0 0 0 0 0 0 0 D x-b6° 0 o x_ 0 0 0 o L PVILD!!
I o 0 0 0 0 0 0 0 0 0 0 bs o 0 D 0 0 FFi = b.l' M �� '- \\�^
]
a4lOr �598' ti
I 2Wi fiGblZ = 15.f' 00 A s A' �•
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X -750 x e.cr�2y���
gy
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ON PILIld55 CGi1G. DEGr . ^ ` Epp °
41
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X C.CO 1 --- ." , Y ^•r� �s , ,��' `Y CENTERED ON pR0PER7Y L IhtE y
PAWlLION ROOF LiW - 45 X 27
PAOL)ON' ASLKWEAD = 40 X17 2�.1
earrse urnn: ROBTERr MARLElr J
_ _ _ I e DB 055, P6 404
24'
x -5,00 N. W.L. - - ® I ry
PC G, SL 73 y
25B' PIN M05-00-76-7426 1 ^
X.ti-50
GRAPHIC SCALE 4 14 y� ��'�:>rl�Di �� � � of � ���d •,,� ,,
x-10.00 x-4.00 x_"50 x-750 I 1
x -650
80 160 ` x e5o xacn x-7.00
40 0 20 I
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( IN FEET) ti~
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NOTES:
1. TOTAL LAND AREA: 96,677 SQ.FT. (2.22 AC.)
x -e ao
2. PROPOSED TOTAL SITE IMPERVIOUS COVERAGE: 62,626 SQ.FT. (64.7%) L
A. BUILDINGS: 22,662 SQ.FT.
B. CONCRETE: 6.132 SQ.FT. - y
C. ASPHALT: 33,832 SQ.FT. - ~ J
3. SHORELINE LENGTH ON PROPERTY: 745 LF IRON J N
AND CONSTRUCTED BY GP 5rae
(D
4, PROPOSED BULKHEAD CONSTRUCTION AND REBUILD: 245 LF (NOTE: 500 LF 1F PERMITTED ) .. ^* °
5. PROPOSED 8 FT WIDE WALKWAY (LANDWARD OF BULKHEAD): 442 LF �S Irr� ' '* ��
� Y
6. MOORING STUCTURES: x-750 EASTING DOGS TO BE REMOVED BY PORTER IIAAM IE ,N PORTER MARINE INC. i ...:... , , Z
06 1213, Ft'i 343 1 Q
A. PIER 1: 206 LF PA..... CREEK
-i PIN 7605 00-78 5725 --- V
14 STERN -TO SLIPS (15 FT X 30 FT) y I U
38 MOORING PILINGS, 7 FINGER P x-7�s x_7� w
B. PIER 2: MOORING
LF x '� X-'$o PROPOSED BULKHEAD ±120 LNTL 5 + �� +1� �t4• .....r J z z m
26 SLIPS (15 FT X 30 FT) G R A 5 5
66 MOORING PILINGS, 12 FINGER PIERS %-7a� 35'rtrO7D IL
SLIPS- NORTH SIDE OF PROPERTY (15 FT X 28 FT) x °Q' z 0
C. 2 ADDITIONAL SIDE -TO x�JO I + 2T•
TAR PAFrIUCO BUFFER X-3so BASIN x_ss� 1 Q �A� � z5 s� � �
5ED fMPERVIOUS COVERAGE W/IN 3O FT: ZONE 1 x��
7. PROPOSED x-4 x-s.00 I1 d Q Q
4 x-•Pa
TOTAL AREA OF 30' AEC = 18,422 SQ.FT. 14 F.F a.t .
----f��rxd„i4--:��- �+---�--i�--��--� fc�-��^ _ - F----g-- oF
. ■ w w w w' w e w w ri' w 3; ■ ■ : r !.' . .. a
A. BUILDINGS: 4,037 SQ.FT. l �' I I i I. I I I I I x 3 s ORa CAJ
Quo tn� so
B. CONCRETE: 3,731 SQ.FT.
1 I I I l h I I I I I i '_ 'r-3 `° tTm cu I +Ate . i w u
C. ASPHALT: 715 SQ.FT. APPROXIMATE CHANNEL s - �, a �' a 4 " I X 3 2 I I I ,� In Bnildi�tg "B".. �� , * z, J
1� r�,,# T4 I�1 Is .z� rr t u (if, °1 1 1 x-3�5 :-�' L�J
D. DECK: 26 SQ.FT. I L - I ��--- - -c_ • w
LOCATION BASED ON y I I I I I N' ''
E. TOTAL IMPERVIOUS AREA: 8,483 SQ.FT. USGS TDPO MAP 1 I I I ! I 11 I I .: 11 I` ,+ )��UN w
F. PERCENT COVERAGE WITHIN 30' TAR PAMLICO BUFFER = 46.0% (: I I I l I I I PIZOr 75EU .E3' CGYCRETE WALKWAY _^1 �; 2a
�14 � 4 1,1 I � •� t I ��rl-r�-� zr'��� I �'` . �` � ,� . , PER STORY {9 i0iA1 UNITS) � 32 � � W
PROJECT DEPTH 1� -�Cn
� ``�
� a
IN 50 FT: TAR PAMLICO BUFFER T �I ❑ c R A s s *+�, -� z2
8. PROPOSED IMPERVIOUS COVERAGE W/ PIER I� 1 8 WOODEN WALKWAY (20fi LF} E Q
TOTAL AREA OF 50' TAR PAMLICO BUFFER = 29,240 SQ.FT. x_foao PRV9FA PwP � �+ ESEVATOfi
185 SQ.FT. � DurFArnfTr NET DRY � �i �
A. BUILDINGS: 8, 44
B. CONCRETE: 4,131 SQ.FT. x-4�s x-s.� Y �..
xa.c� HYDRANT ■ ■ w,■ wr wr!wwierrww ■ ■w ww�) � )�� �� 19
C. ASPHALT: 2,952 SQ.FT. X-9X e - ---
p�
� TO 1 T� Ass � >n a 6 20 (i1P) I8 I7 � IS � ,.'i
D. DECK: 122 SQ.FT. x-4.A' X s� I 0170
06
E. TOTAL IMPERVIOUS AREA: 15,268 SQ.FT. y pR
F. PERCENT COVERAGE WITHIN 50' TAR PAMLICD BUFFER = 52.2X L1J� s " • Jp D ¢ w
O4130KJ4 o -' ■e s M arif illlli9ww'■ w'ww,nw ; �■ sE xSIRE j np s' t O z
k� a .
3� 2 BEDROOM UNITS o 6� SEWER s'IPe 3� � � a� t 47
MINIMUM OF 52 FEET FROM FEDERAL CHANNEL h'7H2SFK = 00' o PER STORY (9 TOTAL UNITS)
0
;..... Z
9. PIERS AND SLIPS M o I ss kq aye mw) ALL RAaus Ate TO PAS£ OF L"M DT IMSE I X a
AS REQUIRED BY US ARMY CORPS OF ENGINEERS w R-3,or,
a INN
ii ■ F.F. = 8.1 �,� R.25 h14 ► ; I�
+& a
LEGEND 100' j
7.J.� �$ �• i%-� 2$ �.� R3 + R-5 GRASS
25 rE` "' ..� rr 21 � �1 � ..O � iJ
PROPOSED PIER AND DOCK I I ( I I I.' I I I w o- ---F-~ ■~~- Z- �� ys W
III 1 IIIII 1 +II III III 1 III 1 � 1 Q in
I1� 111 Ji z TURF�TONEftE LANE PROPOSE) + r r GR�45 _asAe 2 �b i �•ICK
1=�� H!'uRANT AS�SIHL 37 89ddIit� _ Jai i -1t• :"`." w
2' X 7' DOCK 80X PIER 10' WOODEN WALKWAY (199 LF} ■ 3 s Dwelling n �', t I Z
l ) T� Ir ..I I r-' I Imo. I I I Ir-f. - °° a ■ es --� r e I 3 z 4 (TYPICAL) -- - a - �r - ■ 7- z ...�... _ ar .� w ST 38 3) 2 BEDROOM UNITS �
CONCRETE ! I I I I I I , I I i' III E I 1' w ■ w, t" r •�+ x.I
PROPOSED CON U P STORY (9 TOTAL UNIs
I I I I I I I I I I I I I � r 61 p DrtnE [TYPIG4L) $.
�2 ♦; 3. f .34 _W5 s� s� fi 58 a� :3s +I' :o 41 F.F. _ $.1 a Q Qo u �� yy[
AJ :. Cai - - I x_5 •O ' O z
I I ? x�,dl z ■ 60 _'..� 4p F.F. R t1 p t0
I
w %'.A
PROPOSED ASPHALT DRIVEWAY PARKING N
--!!.I �" \ R 5 fz.r R-»' Ip ElEVA 6 : , . i COMMISSION N0.
x_7 x v.aa I: � ' J stf ory OOM UNITS � ,� +r74 cow � � � �,'..' : � P03185
x�� x 750 x sso o PER Y (9 TOTAL UNITS) kq0 +A� a.SS * r}p , ..
PROPOSED BUILDING X-rq x 5� ■ SIGNED BY
■ I , �+ Tw+cx xuvE usL TrPf T� *3 ^:::. + e' h+hB t i JSL
a4 } Y' t a t
x ¢� n ■ --' *':.. + ap�ti ! DRAWN BY
N.a• ■ ,,.ta ... h
ravllllon p 57 �� 5B 9 2AccSsetsfier xc x n 0 , q. p
r i PROPOSED MOORING AREA (19,033 SQ.FT.) x�� /to i In :'1 * *a ' a' G&OEREPCW rfLIW 00 +''
�l BULKHEAD A G 5C
PROPOSED RE -BUILD OF BULKHEAD Exlstlrlg A ^ s � W *a EiEYATOR * st +� y° NIP
� t• ' • , ,•:
j [ AROUND PAVILLIDI� re the same Fo ' '� ^ ♦ • �hry +h ROOTERTMARLEN I CHECKED BY
�xlstlri Favilllon Roofllne X-7 otp't 'I " k * 5 I ;i ^ * DB 455, P6, 904 1 r
(to he rebuilt In he same footprint= N.W.L. x-5 o ■ 4 * e 9� ■ 'fP 3^M1 �t + s47ro 53 z Q PC c, sL 7-9 t JSL
PROPOSED DRAINAGE FLOW ARROW �� I ISSUE DATE
x-Io•oo WATER DEPTH FROM 7-12--04 l PA1q'LlONRLOFLIIE=VX�7 / Ly oy 257.77 PIN
4 PAv1LAPNf�LKFFAD = 4oX17 x_Bo� x�c� F �' a ,... ; 7/06/04
-6�
-- PROPOSED BULKHEAD ALIGNMENT (745 LF) f x row x 4� "50x O.5'ELZKI-LAD'
X_7�� SHEET NO.
0 PROPOSED CURB INLET ` x -05'J x_7m X_630
x
DRAWING FILE: P03185\ SKTECHI2-29-04.dw
PLOT SCALE: 1"=40' 9 �F 2 SHEETS
Wd c l L �Qltr (O l l� 11 d l i�]OOW 90 Sil 9

2XB JOIST (16" O.C.)
LEGEND
EXISTING ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
EXISTING MOORING AREA
(19,033 sq.ft.)
QEXISTING
CONCRETE
PROPOSED POOL DECK
0
EX. IRON PIPE
)
EX. IRON ROD
A
PK NAIL
•
CALCULATED POINT
ML.)
EX. UTILITY POLE
EX. WATER VALVE
EX. WATER METER
EX. SANITARY SEWER MANHOLE
EX. FIRE HYDRANT
EXISTING CURB & GUTTER
EXISTING CURB & SPILL GUTTER
WITH TRANSITIONS
EXISTING D.I.
PROPOSED D.I.
EXISTING STORM PIPE
t.-.R C.IIIR
(HDPE OR RCP AS INDICATED)
EXISTING STORM PIPE
(HDPE OR RCP AS INDICATED)
EXISTING CONTOUR
"=
DRAINAGE DIVIDE
— —
EXISTING INFILTRATION SCALE
NOTES: L__
2X8 JOIST (16" O.C.)
2x12 GIRDER
5/8"X6" DECKING
2X6 DECKING
2X8 JOIST (12" O.C.) t
INFILTRATION SIDE SLOPES
UNDER DECKING/RAMP TO
BE LINED WITH 4" THICK
LAYER OF #57 STONE
OVER FILTER FABRIC
5/8-0- DECKING
2X8 CAND B
2X6 DECKING
NOTE: THE ONLY REAL
LOW CLEARANCE IS
UNDER THE 16'X32' POOL
POOL 16'X33'
POOL 16'X33'
2X5 JOIST (12" O.C.) \ 2XB JOIST (12" O.C.) \ I I 2X8 JOIST (12" O,C.) \ I I 2X8 JOIST (12- O.C.)
�•I•,, Mi f►•�i•li i•hi•�•i•i I►�Ii��
CROSS-SECTION B- B
PROFILE VIEW OF POOL/INFILTRATION BASIN
N.T.S.
NOTE: THE ONLY REAL
LOW CLEARANCE IS
UNDER THE 16'X32' POOL
POOL 16'X33
5/8-X6" DECKING
2X8 CANDELEBR
ACCESS
5/8"X6" DECKING
2X8 JOIST (16" O.C.)
2x12 GIRDER
SIDE SLOPES AND
_ PORTION OF BASIN
OUTSIDE OF POOL
DECKS TO BE
�+ SODDED
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
PROPOSED
POOL HOUSE!
r
'' :; Oi > ,. " .v
+.1
1.
bo
Ln
PROPOSED
WOOD SLOTTED DECK ' » , ! } ` f
-
4-' elt �f '
PROPOSED POOL !E
I -
PROPOSEDPOOLZP
HOUSE LAYOUT
POOL TO BE PLACED iN A CRADLE AND
_ ELEVATED ABOVE STORM W.,TER RETENTION POND. _
momtletT
10.
_. . ,.r _. -�• •.< - - es sJruanox gib
„ v _ _ 1ICV2 vH
lAWL IY405f95?
IMTER-
A67'971�$Y��.� (�PrAn"55TfIMT
1
1
16
I5 14
13
12
11
10
} 9 8
PIER # 1
_ —
8• WOODEN WALKWAY
1. OWNER/APPLICANT: DAY BEACON #9, LLC
PO BOX 1327
NAGS HEAD, NC 27959 W 1
(252)-441-2110 �� �� COCK BOx'
( YPICAIL
I
2. PROPERTY INFORMATION: PIN #= 7605-78-5677 go
PIN #: 7605-78-5594 U
3. RECORDED REFERENCE: DB 1406, PG 671 & 675 0
4. ZONE: MARINE BUSINESS DISTRICT (MB)
5. PROPOSED USE: MULTI -FAMILY HOUSING
N
6. PARCEL AREA: 95,936 sq.ft. - 2.20 ac (UPLANDS) z
7. LOT COVERAGE:
BUILDINGS = 21,533 sq.ft. 0
ASPHALT = 33,709 sq.ft.
CONCRETE = 6,448 sq.ft
TURFSTONE = 2,271 sg.ft.
TOTAL = 64,081 sq.ft. - 66.51%
8. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN IS BASED ON A SURVEY
BY QUIBLE & ASSOCIATES, P.C. DATED 5-10-04, UPDATED 1-6-06. SITE IMPROVEMENTS
SHOWN ARE AS PER PREVIOUSLY APPROVED PLAN.
9. FLOOD ZONE: AE (EL.7') AS PER FIRM MAP 372076 0400J (SUBJECT TO CHANGE BY FEMA)
10. ALL SPOT ELEVATIONS ALONG PAVEMENT INDICATE TOP EDGE OF PAVEMENT
ELEVATION (I.E., LIP OF GUTTER) UNLESS OTHERWISE NOTED. SPOT ELEVATIONS
IDENTIFIED AS "HP" & "TOE" INDICATE HIGH POINT & TOP OF BERM ELEVATION.
11. CONTRACTOR TO TRANSITION FROM FLUSH SIDEWALK TO RAISED C&G SECTION OVER
18" HORIZONTAL RUN.
12. AN NCDENR HIGH DENSITY STORMWATER PERMIT WILL BE REQUIRED FOR THIS SITE.
13. STORMWATER MANAGEMENT TABULATIONS:
DRAINAGE AREA = 63,058 sq.ft. - 1.45 ac
STORAGE REQUIRED (1.0" OF RUNOFF)
IMPERVIOUS = 48,684 sq.ft. 0 c=0.9 x 1.0" = 3,651 cf
PERVIOUS = 14,374 sq.ft. 0 c=0.3 x 1.0" 359 cf
TOTAL REQUIRED = 4,010 cf
STORAGE PROVIDED = 4,203 cf (1,05" OF RUNOFF)
14. THERE ARE NO SECTION 404 DESIGNATED WETLANDS WITHIN THE PROJECT SITE.
DRAWING FILE: P03185-Baas
PLOT SCALE: 1 "=30`
2Xb JOIST (12' O.G.) 2X8 JOIST (12" O.q 2X8 JOIST (12" O.C.) SIDE SLOPES AND
APORTION OF BASIN
ACCESS f AACCESS ACCESS ` OUTSIDE OF POOL
jo DECKS TO BE
ZX4 LEDGER BOLTED UNDER EACH JOIST i4 SODDED
2X12 GIRDER (TYP.) BOTTOM OF BASIN O 4.5' m
(BOTTOM OF BASIN TO N
BE CLEAN SAND)
8' COijSRE WALK'NA r
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PIER # 2 10' WOODEN WALKWAY
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�NOTF: ALL ELEVATIONS ARE TO NGVD ? 929
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COMMISSION NO,
P03185
DESIGNED BY
DAD
DRAYIM BY
TAS OTHERS
CHECKED BY
DAD
ISSUE DAW_
l 1 / 1 /07
SHEET NO.
� OF 1 SHEETS

AS -BUILT CONDITIONS
x 0.120
x _ ,"o
x-%z O
x-rooa � I Al'.(56Fk�N.hE1Vr �� ..4 G
1 I� AHT
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{,fig• 4 I !S ` -5 TE 0 BELL HAVEN
rER ,W. � !! 1 i VICINITY M14F p
�AR,
s_ 50 1213, P6 3q3 l,� pro', �NrS)
Q P!N 7605 0�78 57z5
I'm Pa5w PPE
txerrrsaat�eFacarvr -------------------
>rnr�znxsscA�v LEGEND -------- _J__ C-OAuse
A -PN4L
• _c&aLAT»FaYT x-7-75 (T!ELINT �'
w - urrtm- � l x -Y�5 �4 w 1tz -
# L.�� EXISTING GRAVEL COVERAGE 4 x Yso x-rso -- -- -- -- - -- - -- -- .---------------------------- LL
h° PR0'MW NL*M ALIO�ENT - 120 LF. x x x B j
V-F-WHYDzAA4 - -- --- --- -- ^ - -- •-----'--------------------
m-rawasvesra x-7q� -- -- -- -- -- - - -- - 35'1YOLODWALK l00.7 I 777'J WAD zM1 x L1J
�.Op (TYPJ I x -450 x _3-- I
x -4 02 x -950
m _ vollp fret I t� l-5r0l�Y METAL Er. 6r"l
®�""""xE I EXISTING ASPHALT COVERAGE � x-�.00 � D � �
■ - DPo:r 1FL.Fr x -4.50 x -4.
rEF� I o a xo o 0 0 ox s5o 0 0 0� o o 0 0 0 0 0 0 0 0 o I sa x-3.oa 1P = �Cox *G fl1zEA - 54042 +j
M ru.cu.ArID ro 1..0 _3sODEBRlS� �'r 5TADON 124 +/- AG �_
to +, w so rea as e7 EXISTING CONCRETE COVERAGE
t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O$' 0Lg 0 0 0 0 o x _3 (TO 1�E l00.7' w Z
0* 0, 4 A FU' 0 I j x a50 rtPFWX L06A7 M CF FX DILAPYVATEP FILING x -3 �5 � �` 4 F
li pJ O J2H
D N.W.L. \ +� �a[wi lNtlO���
(TO BE R�VED) KNEAD ■
o� soro+ Aw aka+ } 4s.4' o� sa' o j z w N Z d m
WATER DEPTH FROM 7-12-04 1"� *� "� o a z} sn o Z o m
-VRrK,1LDAMNFSvbar x-lC7.00 n
at�ncrr>� rawc;rr'een lay ` WWW
- V 5 r A�9 r 56aVF' I (� .�Br m O _ ., -\ - ....... r�
yl 4] V7
kn 15 Far mrerc® r�z U
.ATFMORaaW,-fKAWE x-10.00 , �� M1 N V X0 Go wZ
APPROXIMATE G,`IANNEL
LOCATION BA5EP ON CONCRETE o AGc> ss �a �Nr, c sa �. ssa c�
x-4m1,-,0 O
1 w� w0�i- JU
x s.2s x �.� T m �' c "v (� x Q w a _J
U5G5 TOPO MAP r 1 x -4.00 x sso w L FFE 7e ocK 4 1 - �` - - -- - - s - - _ - - X *�, ILVM1 I F a N - Q
PROJECT DEPTH 12 1 w I {''` I I = - � z c5
x-4.cn x_,� LINE S -3- i) (NOTE-BVLOIN& GORNER5 NOT 5t`3.'1ARED1 r42' - I - r t l �� �L\ I " I z Z Q 0¢ O g Ld
1. TOTAL LAND AREA: 96,677 SQ.FT. 2.22 AC.) O4 a.a _______ - _--� "� '' �� M1` x / m z.< Cz a a a
NOTES: WATER ELE✓. = 0.61 z; ZZ
{ a s� 3? I I 0 w 7QQO�a 0~
2. EXISTING PERVIOUS COVERAGE: 9,102 SQ.FT. ,b _02 :1Q, I U m w o �
3. EXISTING IMPERVIOUS COVERAGE: 87,575 SQ.FT. (90.6Xj 5tcyx Au q4.3' � ,• � a�
4. EXISTING IMPERVIOUS COVERAGE W/IN 30 FT TAR PAMLCO BUFFER: 16.325 SQ.FT. (88.6X) °'S K ID 0 / . w 1 Cr Ln m � o 3
( ) x�� s.o' I5.5' � s } a.r Nano or 5. EXISTING IMPERVIOUS COVERAGE W/IN 50 FT TAR PAMLICO BUFFER: 27,143 SQ.FT. 92.SX v�
t AFRWX. LOCATION CF EX. DILAPYDA1W PILIN65 ____0 v h � ear �.
TOO (TO BE Re ii2v ) o C e.. - a5.r I A � } ;
P-ANTEC30 CREEK ° e
� n rank o Ni �p • Qd
2. / 2-Story do
4. } FFE k � " AREA = 41,4���
AC
SAFFROX LGG,4TZW OF EX DILA911PATF_D P71-/W5
x -7.RW BE r�vmJ x -550 5s� � HLGCK t METAL O � "vim �� � ; a+k
x o o a o 0 0 0 o x �� o o x _g5C 0 0 0 0 �llLD1N6 g .4y" I I
x�25 L N 1 a z
` 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 o O4 FFE = 6.1' ,° r ~- �� �`
I} 1 I -Iqo L F a "IP 2NO FLOOR = 15.1' 'g ry eax L" �' 3 3 �' . �i tr -z�- �' h'§' I
x �i.ab Q hM1 "M1• z aM1j . . �' I
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ER[JDItP AREA M1IND 17RW9lT- ElL.K1E+4D (�X R ON PIL/1455 x -415D r,� . 60.2f �p
x-q.00 i' �"fi LIRE DEpIC 7E n ■ N GONG. DEG '`cans¢76w 1 1tea, 200'
x -q.00 I6[.C.K!>E/1D (APPWXJ l - - _ N. W. L_ - - _ z - ,�, -� ,��°'- - - _ h • g� - _._. y.-r"_ ENTI=RED ON PROPERTY L ✓1� 73
l
PAvrLaw RAF LlhE = 4S x 17 �2Ot ~-L
RAOLIDN a t)*6W = 40 XI7 ..L 28.1' � � I
- �-�s•'�j�4D cair!F &4E RG67ERr MARLEN I I
y x_51vo N.WL. -- ® �. �r� DB�5L 55.,:
ON7605-U9-76-7�426
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NOTES:
1. TOTAL LAND AREA: 96,677 SQ.FT. (2.22 AC.) w
2. PROPOSED TOTAL SITE IMPERVIOUS COVERAGE: 62,626 SQ.FT. (64.7%) x_a.cn J „
A. BUILDINGS: 22,662 SQ.FT.
B. CONCRETE: 6,132 SQ.FT. co
C. ASPHALT: 33,832 SQ.FT. - -+ Q J
3. SHORELINE LENGTH ON PROPERTY: 745 LF y RGN ^ 11Z Z z
- � � 1RON J
h`. k 4. PROPOSED BULKHEAD CONSTRUCTION AND REBUILD: 245 LF (NOTE: 500 LF IF PERMITTED AND CONSTRUCTED BY GP) L ��_ +k - o
5. PROPOSED 8 FT WIDE WALKWAY (LANDWARD OF BULKHEAD): 442 LF xx viF
V PORTER MARINE, INC. .. . . . . � z Q c _
6. MOORING STUCTURES: V RT 7213, Rl E, I " ul <
♦� Lf ■ Y
A. PIER 1: 206 LF x-7$p E15!M DOCK TO BE REMOVEO BY Po"M MAF
14 STERN -TO SLIPS (15 FT X 30 FT) PANTECiO CREEK
�-Ii PIN 7605-OB-7S-5725
38 MOORING PILINGS, 7 FINGER PIERS x-x2s - - - - "� r ' +ko y I ' ' ' ' ! U O sir B. PIER 2: 199 LF x-725 p ti .. Z � �
PROPOSED BULKHEAD ±120 LN.FT. s A y: + w
26 SLIPS (15 FT X 30 FT) x-75o x-rso tk r • J
66 MOORING PILINGS, 12 FINGER PIERS GRASS ■ +'' CL Z
x_yq� 35'►1G17P,4AlJC . 27 ! . } [L 0
C. 2 ADDITIONAL SIDE -TO SUPS- NORTH SIDE OF PROPERTY (15 FT X 28 FT) x-b.a; � � } �
x�so x scn x 35O BA.�T x-�so o ELEYAITB 3rORNWATM i i Q 0 7. PROPOSED IMPERVIOUS COVERAGE W/IN 30 FT: ZONE 1 TAR PAMLICO BUFFER z9 ppil� a U Q z o
TOTAL AREA OF 30' AEC = 18,422 SQ.FT.
�r Xd50 x-3.00 ■ ■■. me on ■■ ■■ ■■ ■ ■ ■ ah.l
A. BUILDINGS: 4,037 SQ.FT. x x-4 x_3.a0 F.F. - 8.1 ♦♦ I F- M a
----�R---fi---t-- f« -- I �_ ' Q o
B. CONCRETE: 3,731 SQ.FT. �: I I I I s -c I I R - ♦ U
C. ASPHALT: 715 SQ.FT. i <-, CRAVE Al i .. • •k • .
D. DECK: 26 SQ.FT. APPROXIMATE CHANNEL I I i I I I I I I I I i �� I x 3 1 ;' :''+ m Lj w x -3�p I' 31
t r� r�,;!€s r� fi +f' ,2 4 FT 'd t 4- d t i t- o *1 f, 4 of I x-3-2s 2 I I � ♦ o 8 ♦ � z� i ......I W J n
E. TOTAL IMPERVIOUS AREA: 8,483 SQ.FT. I 11 I 11 I L� I 1 Ij I I� I -��- ----� z_� F. PERCENT COVERAGE WITHIN 30' TAR PAMLICO BUFFER = 46.0% LOCATION BASED ON w..�Q�••`�'�'_-� a ♦ ■ ■ ■ _ s■ ;• * M1 Z
fl !I I� it it it II ♦� W I......;+k. � ``uj
8. PROPOSED IMPERVIOUS COVERAGE W IN 50 FT: TAR PAMLICO BUFFER U5G5 TOPO MAP I I I i I I I I I I P!ROPOSEG s' CGNCRETE WAL"0Y ■� f 32 2� %"`
/ I I I 1 I I 14 I I _ I I _ I I ^��- - - ♦ • TER STORY (9 TOTAL Urals) }- 0 ¢ �'
PROJECT DEPTH 12 ` �- I rl�� J-1����� �- I-Ltl�- IZt��-1 [ C R A 5 5 smdwA - z2 I < Q 2 m z
TOTAL AREA OF 50' TAR PAMLICO BUFFER = 29,240 SQ.FT. x_,o PIER 1 $ WOODEN WALKWAY (206 LF) w
A. BUILDINGS: 8.185 SOFT. J E�vATv+ �� +� i
B. CONCRETE: 4.131 SQ.FT. OW FACILITY J �_ - ry�
.J?' x-4.co PROPC6EC PUMP err c Q
C. ASPHALT: 2,952 SQ.FT. x-4.Ck? NmRANI ram'
D. DECK: 122 SQ.FT. PROPO511) DRY ifs• .... Al Q
x-4� %-4.G17 J ■■ � ■ ■■ ■■ ■■ ■■ WE on ■ ■ ■■ ■■.f ■ � k�. kfF' I►
T Z
U o
x -350 ■ + �? �a PROPO�D a.ttr r/ 19 k,F �q Z
06
E. TOTAL IMPERVIOUS AREA: 15,268 SQ.FT. x�.00 z11 ■ Y / a ra n Z r[cA�s�rs zo [,rr) is lTt 15 �;r kk ... 'i a
x 3� ■ ,�,
F. PERCENT COVERAGE WITHIN 50' TAR PAMLICO BUFFER = 52.2% sfVzELTNL= � I � �9■ ■ ■ x ■ ■ ■ ■ � • �■ w�♦ � � �y sL�eR PIPE s� �� A4
9. PIERS AND SLIPS MINIMUM OF 52 FEET FROM FEDERAL CHANNEL 4 o43ot • - ■ ■ • �3 2 BEDROOM DMA o fi g �r } Q O m Z
1 H47ER ELEV. = Oh' r PER STORY (9 TOTAL UNITS) I � \ � G4�E) x �
AS REQUIRED BY US ARMY CARPS OF ENGINEERS �L
Y Q x / 66 ky ALL RAMS ARE TO FACE CIF urress OT14ERNg z
LEGEND t-+r--t--T--t--t--t----r--__r___- �' o R-T - g
o +4 ■ F.F. = 8.1 25 Pd
I I I I I l I I I I I I ?'� Z es � . R.s +� � �,• ... �
1O� I I I I I I I I a w ' '
2 st 3 J ■ I CRASS -J +11 W'I ■�
PROPOSED PIER AND DOCK i t ?9 *,1 t �� �s z$ ..� zs ,�I .zz t -r1 t :7 .� SrA.� 64 4s � n +
_ Z
II II 14 II fl II '
Y■ �' G R � s � * CURB z i. � ' i w
11 I 11 �r.T ��? ���j,��T p i ll R F: T O N E d R E LANE r Rt0P0D w
2 X 7 DOCK BOX PIER 2 10' WOKEN WALKWAY (199 LF) 1 �' 4 Q * _ 1� HYDRMT 3rBdWiA x r + i CD
4 1`� 3
I -� 3 Story Dwelling o j , Z
II TYPICAL r n �� �� -� _� �z 3) 2 BEDROOM UNITS 1 4 =.i w
PROPOSED CONCRETE (TYPICAL) Tea T' I ' I� I Y I� I • IT '' l� I �' °° t
4 , I III T� I I+ I I I I i I I+ i W� ■ 6 STORY (9 TOTAL UNIT.i
I I I I I I I•• II I I, + I 1 f Iy I Ill II ICI ■ L- F� y� o y� o•� MVIGAL) +
32 ar 33 f 34 %_ 5 3d 37 56 � Z9 � 0 T 4Y 4- O12 1 a m ■ F.F. = 8.1 1 #� 6
l a� a; O
PROPOSED ASPHALT DRIVEWAY/PARKING j I �a f' I ! T x�_•�I i I x 5'° Z u■
I 1 x '� f o 60 'tl F.F. - al COMMISSION NO.
*__4 X I` HaildiuS 'D" \ N-3 N. 1� _ I P03185
x-750 x-6.00 II. W ` � 3 Story DwdN •\ ryb A;3' COIPACT) � � � T 0 ElE1fA I• '
PROPOSED BUILDING x-6sr� x '� x 5.5o it PER Y�(s TOTAL UNITS) ` +k(P a155 �' + v� 3°� , ' _ ... ! DESIGNED BY
x-7.50 I k �,. 'Il s a
y{ �°
x davEuaE �° ty + - - - _ A ,,. +k�f'I .'.I JSL
+
r•---, x-gro � � r A +4 + �lk`z'.'.•. ! DRAWN BY
N. w.l ALI +A ■ `a . , . �, sT 53 56 y '7 Arl E- MVS , fC a, a -0 y^• I d y B D R
PROPOSED MOORING AREA {19,t333 SQ.FT.) 1 x.� PROPOSED RE -BUILD OF BULKHEAD BULKH AExstin ' 1 +ad°„AT� x ccNrc�emaaeiruF� �°+'� I
M1 1L 4 + y 1. . .. . .
pavllllon 4 ask + 5f + �" w1 + CHECKED BY
t0 red!lilt 1n p, yry ty ROBT1tRT I-f Fj EN
-- AROUND PAVILLION the Sarre foot rmt l kg^ y I i
Exl5tln Aavlllion Rooflfne x N.W.L. P i I + +° 4' i + D6 a55, P6 aoa , ESL
-� PROPOSED DRAINAGE FLOW ARROW 4 (to be reburlt In the same Footprint) x 5'a' • 3 ' M� y^1 3' 4 + + s4�ro 2 '+ 0 °, r'rN 76�osGae 73
7e 7426 I I ' ; i ISSUE DATE 7 O6 04
xao.00 WATER DEPTH FROM 7-12-04 y p,A%4L ON VX/ON�ir► AV -40Al7 x-45'a' x-6.a' k � k, 2s�.7�' I I !.......; /�
PROPOSED BULKHEAD ALIGNMENT (745 LF) x-65p ... . ' '
x-yam o.s't�uLK!{EAD� +�� 1 :'.',�.'' SHEET NO.
I ..+...
❑® PROPOSED CURB INLET x 401vo x_q.00 x 113.w x_730 fT x� A a
x -0.50 x -9.Cao x -700
F
y x -rom Ju
x-iO,Go x _4�
4I 5w f
4 x-bo x-b.00 - ------ --------- ---T-- - - -
x -r0.90 -
DRAWING FILE: PO3185\SKTECHI2-29-04.dwg
OF 2 SHEETS
PLOT SCALE: 1 "=40'
G^ d 92 1 J b `�C?I8f` I - l I J` (d l I(7i k,,I 9O-�H01f S

PIER FINGER PIER AND SLIP (PIER #1)
BULKHEAD (TYP.)
BULKHEAD (TYP) & GONGRETE MLKM '
DRAWING FILE: P03185\SKTECHI2-29-04.dwg
PLOT SCALE: 1 "=40'
CROSS SECTION VIEW SHOWING ALL WATER DEPENDENT
STRUCTURES ALONG DEVELOPMENT WATERFRONT, NORTHWEST TO SOUTHEAST
BULKHEAD
BOL TS 5EL
CONCRETE
N T�
PAVILLION
PAVELLION
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COMMISSION NO.
P03185
DESIGNED BY
JSL
DRAWN BY
WDE
CHECKED BY
WDE
ISSUE DATE
10/24/05
SHEET N0.
2
OF 2 SHEETS
0 � , '.� � �019 l -I ICIO W CiO l S H _.I-DA