113-02 Oversized Plans

C-;
0-
C9
r4,
Legend
Sanitary Sewer Manhole (SSMH)
10
Benchmark (T[3m)
•
(NIP) New iron Pipe
CONCRETE COVERAGE
E�]
CONCRETE PAVER COVERAGE
aASPHALT
COVERAGE
HOTEL STRUCTURE COVERAGE
WOOD DECK/WALKWAY
PLANTING BOX
NOTES:
I
I
r1'
�
I
RIM: 6.13
I
INV.:2.65
FLOOD
ELEVATION LINES TAKEN FROM COMMUNITY
PANEL
#375347 0001 C, REVISED
SEPTEMBER 4,
1986.
I
�I
4
I
�aI
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N20°13Vq'E /45.08' , :T`
I
DROP INLET
2
I
RIM: 4.74
INV- 0.12
I
A5FNA1 T
PARKIN&
TBM
t;
I
I
LOT
I
PJC.Nol1
Q
.43)
I
N 20'13'O4E /00.00'
)
1
I
Woody Hewett Avenue
I
I
N 20°27Y.1T E 48.44'
12` tZGP, 602 LF a 0.24 l�C
va
30' R/W (Private) CLOSED
�
-
_ . _
f
— —
-
R/M.• 6.14
1NV: 3B7
--
TIP
IN GTP�
RIM._ 6.42
INV.. 5.24 —_
- _,__Can al
-
c
~ ;
I
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rive
,
I
I
Reputed Owner
j
Town of Carolina Beach
1
D.B. 1402, Pg. 120
TOTAL AREA:
b
I
99,309 sf
I
I
!
2.28 ac.
Tract i
0
MB 18, PG. 49
I
—
� ~
ff
I
Gz.
Cape Fear St.
�
_
_..
I
LM
(M
5 20°1056' W 44.74'
LI
r
-
I
v
30' R W Private
--- _ — -- -- — — --
_
-- —
CANOPY
ZOI.M=' Aq (EL ')
th
Z�, !3� i � M-"M++163a�'SF��.'91iM21 ,_<-,.«YtwasF,Wu:�r.Jg�•k�FYxi*"Akfa?�Iffi•3E rt-[:'.a.. '.s - �'i ...s.. ,L4M +.tAoh..a v
ONE Vl3 � � y � r,. �, � ��>����.�,�.x ,�r �,, • �,, �. . .. ;�-.. a.�;,. ....-,. � - '
z� A ri~1 ul
Repined Owner
�I ZOl�V13(EL.l3%
I 4 ( �Tidewinds investment, InG.
I D.B. 12Q9, Pg. 1280 PAY
/0 I !! I /2 I Kure Division I -��
(M.B. Pg. 6) (( BUILDING FOOTPRINT wMhV
' O (TYT') S RIM 6.10
f I I I 13 I I /4 I 15
� I
l20' LAMA 5En5ACX INV.; 6.84
1. PROPERTY OWNER: CAROLINA BEACH INVESTMENT ASSOCIATES, P.C. — —
K
3.
4.
5.
6.
7
ATTN: TIMOTHY J. STIFFLER —
— —_ -= ---- --� — s....-r
_ _
_— r—
PER AQU
OUTDOOR
--�
s-
I
P.O. BOX 718
_ 6' DI, 345 LF o O
_1 __ ... �.
AREA
---CA4 E _
i
VIRGINIA BEACH, NC 23451
Carolina Beach Avenue
W
::f✓pNf 2 T O I W "Y1
I 120'CAM sE,K
PROPERTY ADDRESS: CHARLOTTE AVENUE
CAROLINA BEACH; NC
ctosSD
5 20°?7Yi1p• ry 5O4q�
PERVIOUS
C m
c sp
I
30'
R/lf (Public)
AREA
Extst.
(
ZONE: CENTRAL BUSINESS (CB)
— —
— — -- —
— — — — — — — --
I
O O
o Q Building
PROPOSED USE: 144-UNIT HOTEL
PRIVACY
POOL DECK
6 O
PARCEL AREA: 99,309 SF (-228 AC)
i
I
( FENCE
POOL
POOL DECK
L
—
PROPOSED IMPERVIOUS COVERAGE:
— —
60'GAMA -If
— — — —
a _
TOTAL: -99,309 SF (2.28 AC)
N
BUILDING CANOPY FOOTPRINT: 19,296 SF
/
:
Q
R
Exl5t.
I
ASPHALT DRIVEWAYS/PARKING: 51,616 SF
I Reputed Owner
DtCrK
(PERVIOUS
M
CONCRETE WALKWAYS/DECKS/POOL/STAIRWAYS/RAMPS: 11,468 SF
I
Yuzo & Mitsuyo Ito �_
~:
Building
60'
60, ,5,,
IMPERVIOUS COVERAGE WITHIN 60' SETBACK: 2,308 SF (26.6%)
I
I D.B. 2350, Pg. 292
AREA
reputed owner
I
W000 DECK WITHIN 60' SETBACK:455 SF
WOOD WALKWAY WITHIN 60' SETBACK: 557 SF
I N
ZEVIOUS
John E. Zekod.b. 1201, pg. OKI83
1
THERE ARE NO DESIGNATED "404" WETLANDS ON THIS SITE.
_
AREA)
I
N
I
N 24156142° E
1406' 8
-_
�
F/R5T LINE OF 5TAaL.E VEGETATION I
I
-----------
( u� -
- - _ 5 64°33'Gb• E
PEEN CEY
—
—
320 FROM G/L OF WaJDY l EhETT AVENW _ _
_ _ _ _ _
_ _ _ _ _ _ _ _ I
`� 27A�
16.Z7
00
BEACH AND
,40W .. 3 r�`;: � . ,31
BOARDWALK
DRALWING FLL.E: 01142.cama
PLAT SCALE: 1"=30
------------------------
EX15TIN6 BOAROINALK
��F-----------------------
I �I
I wl
1
I I
NOTE• I I
CONCRETE DECK AROUND POOL WITHIN 60'
SETBACK IS NOT TO EXCEED 6' WIDE
• I I
THIS DRAWING IS TO BE USED FOR CAMA PERMITTING PURPOSES ONLY; I I
TO NOT USE AS A CONSTRUCTION PLAN I
ul I WOOD DECK WITHIN 60' SETBACK WILL BE PILE
II
SUPPORTED AND WILL NOT EXCEED 500 SF
„s14: 31 .. ._
1N
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft
ZCW v;3 (i. 14)
120
ATLAN TIC
OCEAN
N p4 V/L/ON 4 VE
p4 �CrONJ 4 VE
r
VICINITY MAP
NOT TO SCALE
R E C E'711 V
MAY 2 0 2002
DIVISION OF
COASTAL MANAGEMENT
LINE TABLE
LIME
BEARIN&
LEN6TH
Ll
520027001H
20.22
L2
560 043'40'E
15.01
0
56405245"E
15.00
L4
N64°52'45"W
14.61
LS
56403300
l5.G10
SURVEYED PROPERTY BOUNDARY INFORMATION PROVIDED BY
HOBBS SURVEYING COMPANY, INC.
L4 F,
a- i o
ai�n03�w
u --ryry
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COMMISSION NO.
P01142
DESIGNED BY
QUIBLE
DRAWN BY
BDR/DSN
CHECKED BY
QUIBLE
ISSUE DATE
51502
SHEET N0.
OF 2 SHEETS

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NOTE:
THIS SITE PLAN DEPICTS EXISTING SITE CONDITIONS INCLUDING
TOPOGRAPHICAL INFORMATION AND IS TO BE USED FOR
COMPARISON TO THE PROPOSED DEVELOPMENT SHOWN ON SHEET 1
Legend
O
(EIP) Existing Iron Pipe
®
Existing Nail
•
(NIP) New Iron Pipe
❑
Existing Concrete Monument
P.K. Nail
Light
Sign
H
Water Valve (WV)
Water Meter (Wm)
®
Drop inlet (DI)
j'
Sanitary Sewer Manhole (SSMH)
Power Pole
PL
Planter
TP
Transformer Pad
CLUSTER BOX
Benchmark (TBM)
DRAWING FILE: 1DOP01142
s
� 1
A0PINLET
TOP BLOCK: 4.15 NOTES:
M. 6.1
RIINV.: I.lO
RIM. 3 I I
FLOOD ELEVATION LINES TAKEN FROM COMMUNITY
PANEL #375347 0001 C, REVISED SEPTEMBER 4, 1986.
i 1 i
`/
' N27'13M
+ 555
DROP INLET
RIM: 4. 74 $ A54FHAL T
ROAD
72736' RGP s T �+ 5 �i* _.... __..- 5 ._. r PPAR<1N
+ 5.54 + 5.12 LOT - } 6.03 + 628 4
-5,46
A5Ff4AL r ti •
1
PARKIN& TBM m
AFFFOLV f47FLGCA"NOFSTG>StN LOT
N 20'13Y0q' E 1G17.W'
fop
6.-.._.._.._.._.._.._.._..+684
EOP E
Woody Hewett Avenue
- -
A5PRAL T N 27'? W' E 4B.4q' -1 - -4-
I ROAD - 30' R �► � � (Private) CLOSED
EOP I?' RGP 60? LF O O-24 J9 P vats)
8 s_= ; _ _ c .- -: I c^FA[2v _uw• • r •+..- , �� T �_ T _: - _ _ __ -, ��.
Bop
5c51MP� ►� v/ (tiI/.. �i - _ TP EXSTNI[RIM 6.14 - - - - - - -- - - - - 4,
\ - I 5R5/Mrh9I6A2 I
CanalINV: -387 - _. aft INV: -5-N, + 7.1
- -- -
Drive
+ 155 + 7.6-71 +Iboi DROP INLET + 164 - _ - _ _ _
+ 7. R/ f.. 737
Reputed Owner I 12°RCP INV.: 4.3/ _q- + e.74 qaq
Town of Carolina Beach ��GpI� �LFOO.Oq� -�ID
D.B. 1402, Pg, 120 R/M.• 721 A5RVA1 r + 7.4a _ + qs
a r; + a.ao
+ 1. r4 : INV..: 4.40 PARKIN& i 0 r. I '�
+ rye. - - _ ..
LOT + l.�a + B.OF3 - - D U
7___
TOTAL AREA: Tract 1 0
•
99,309 Sf `n O i8, Pc. 49 I 0 a.
2.28 ac. $ �4 �
4 I ��
a� a
+ q ss Q ELECT
Cape Fear St. Pam. ff
+8.08 +8�ia +of m OELECT. cam'
O
a�
+ e.ie 5 20'1056'W ".74' + 5-4o Ll �' 1
30' R/W (Private) 'r e
ZONE A4 (EL, I) ELECT e.q 8.94 + 8.-io 5,214
$TUB. C� GS { + a.o2 8 8o
Z>E 03 ea- 13) .}_ . .. ' �.�.�
- ,...#. , �,.;,...�. ,.>...,.��.. �.._ aoa W ,�.. ;:.� _ . _ - , .: . ZONE Aq (I:i. .. - , •' �:. • • • A „. .. .,.: •'N.':alkYW,.. +-a _. '.,..+s+sw.t:.a R i.�rrawa.l.,ib.• 'PROP
Reputed Owner 1 _ r .. Slrwn�k II1LET
---- - Tidewinds Investment, Inc. R/M: 7.37 ZONE' V/3 (a. 13)
D.B. 12 9, Pg. 1280 9 PP /NV.:5.47
N lO JI 12 Kure Division E5LTEECT. PAY 82-7 ELEW
.-
(M.B. Pg. 6) 1z +ql hM 8.83 O r+n' 5 1
(IYP� nPL -� _hM f S
+ 8.a5 ,
w ELECT- L_� % --0 RIM, B.IO
l3 I i4 /5 Q + a.cx� _ - - - - - ' - STUB. _ �F A O'er /5O% f INV: 3.76
55MH I Ex1stN� + 9.48 METAL STLH T 7 4,A�N �i► FE"Y �RGP, �� p!" I� &'
RIM: li_50 L�I/ctg ELECT ELECT, � O EX15 !�
LAMA 5ETE3AGK INV: 6.6q ST1lB. 5TU6. .32C�r
..............
- W
4' CM► Lht G 9 _
`S --- -- 10.60 .G6 9.63 ��� R M• 5.43
E - - - _... _
PL
SIDEWALK _._ . J INV. 5,15
PL GT - y pA'1b14 N1 W�( 120'LAMA SETBACK
Carolina Beach Avenue c _ _. ;
A*
CLOSED 27047" W 50 4q I RIM.• q.17 s m
AV-- 4.70 61 Exist.
30' R/1f (Public) q.89 9.G1 - q 80 q,4 I O J Q BVllding
I I 1 6L
C © 0 �1
2 I L �v
Reputed Owner +a.)4 +Ia.7o i }�
-60 GAMA TEW.X - Yu z o & M i t su yo Ito `
SE -
- - D.B. 2350, Pg. 292 T �--- N I I 4
\ \ I I I Cl? \ I I I Exist.
1 + l0 6i + io.o6 `�' �� I I I Building 60' GAhtA -SETBACK
reputed owner
+ a.41 I John E. Zeko
N 24OM'42R E I d.b. 1201, pg. Og83
Js .. \
F1R5T LINE OF 5TABLE VE60ATION -F-111
320' FROM 64 OF kk-, D ,'Eh AVEN.E - - Jg -
- - - - • - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - _ _ - . - . - . - . - - - - - - - . - . - . -
I T 5 7* • rT 5 2i0'?-A" W +'11
- - - - - - - - -12 -- - - - - -
{
-- -- -- - -1314 -
- F1R5T LIKE OF 57ABLE VE6ETATION
ZGXf • v0 rLi- ;4) - - - I I - - - - - _ - - - - - - _ 320' FROM CIL OF H0019Y W-k* ! AVEN E
_ -
------------------
I ------- t30ARL71NALK ------
- - -I4 - - - - - - -
1$
1
I GRAPHIC SCALE
1 i 30 0 15 30 60 120
( IN FEET )
1 inch 30 ft.
ZCXF 43 Ili- 4)
' IOC v'3 t'ki_ 4i
Atlantic Ocean IOW V-"3
FA -
ATLANTIC
OCEAN
OCEAN
N PAWOON AVE
Q PgVILION A vt
C)
Q
n
r .
~` z
� Q
r qN```V �
VICINITY MAP
NOT TO SCALE
E (CCENE
MAY 2 0 2002
DIVISION OF
COASTAL MANAGEMENT
L#E TABLE
LINE
BEARING
LENGTH
Ll
520027" "W
20-22
L2
5180043'40'E
15.01
L3
564'5245 E
15.00
L4
N64.5245"N
14.61
L5
56 033'00'E
115.00
Boundary/Topographic Survey Prepared by.
MW RevGsed Mh•on 25, "2 to shoo" ouldltlonal Lots added to Mon F1�.
HOBBS SURVEYING COMPANY, INC.
7225 WRIGHTSVILLE AVENUE - SUITE 103
AILMINGTON, NORTH CAROUNA 28403
OFFICE: [phone] / FAX: [phone]
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COMMISSION NO.
P01 1 42.,asblt
DESIGNED BY
QUIBLE
DRAWN BY
OTHERS
CHECKED BY
QUIBLE
ISSUE DATE
4-10-02
SHEET N0.
9
OF 2 SHEETS

T.OT.O. R
TENTf
T 8 _W
�� NI�NTN
Y 7T-3'
� EIGHT
_�SEVEI
r 59 -9"
SIXTH
51'-0"
FI_FTTH
Y qr_3�
FOUR'
THIRD
r 24'-9"
SECOI
15'-0"
A WEST ELEVATION
A201 118" = V-0"
INTERIOR
4
a Q — 3/4" CHAMFER
MIS 4
CAST -IN PLACE
CONCRETE, SEE
3^ ( STRUCTURAL DWGS.
4 4
EXTERIOR
16 REVEAL DETAIL 17 D
A201 A201 1 1/2'
T
6� �T 10 11 12 13 14 15 16 17 `(I'
- WALL AND SLAB, REFER
TO STRUCTURAL DRAWINGS
FOR REINFORCING AND
DETAILS NOT NOTED
4TH THRU 10TH d,
FLOORS
BACKER ROD &
SEALANT, CONTINUOUS
PVC WATERSTOP, TYP.
SEALANT AROUND
ENTIRE PERIMETER
— PRECOMPRESSED
EXPANDING FOAM
SEALANT (SECONDARY
SEAL)
-- 3/4' CHAMFER
iqj \ CAST -IN PLACE
q': 4" CONC. PARAPET, SEE
8 STRUCTURAL PWGS.
LTAIL TYPICAL EXPANSION JOINT is DETAIL
= V-0" A201 1 1/2" = 1'-0" A201 1 1/2" = V-0"
REVEAL WITH
'SEALANT, CONTINUOUS
ACKER ROD &
EALANT, CONTINUOUS
4TH THRU 10TH
& ATTIC FLOORS
TALL AND SLAB, REFER
D STRUCTURAL DRAWINGS
OR REINFORCING AND
ETAILS NOT NOTED
VC WATERSTOP. TYP
REVEAL WITH
SEALANT, CONTINUOUS
4
ailo
4TH THRU 10TH
oily
6 ATTIC FLOORS
6 4'
a
WALL AND SLAB, REFER
TO STRUCTURAL DRAWINGS
FOR REINFORCING AND
DETAILS NOT NOTED
PVC WATERSTOP, TYP.
SCREENWALL NOT
SHOWN FOR CLARITY
ARCHITECTS, PC
4505 COLUMBUS STREET
SUITE 100
VIRGINIA BEACH, VIRGINIA 23462
PHONE: [phone]
FAX; [phone]
CIVIL
QUIBLE & ASSOCIATES, PC
SJUNIPERTRAIL
IUM HAWK,
NORTH CAROLINA 2791D
(252)25,-=
(252) Ml-1250
STRUCTURAL
STROUD PENCE
& ASSOCIATES
204-A GRAYWN ROAD
VIRGINIA BEACH,
VIRGINIA23452
(7 7)571-B5E5
(767)571-81M
PME
HICKMAN AMBROSE INC.
B25A GREEN BRIER CIRCLE
CHEBAPEAKE,
VIRGINIA=$
(737)42P36B3
(75])424-19W
PROGRESS
PRINT
NOT FOR
CONSTRUCTION
07/02/02
CMSS ARCHITECTS, P.C.0 2002
DATE:
REVISION
MARRIOTT
COURTYARD
CAROLINA
BEACH
CAROLINA BEACH, NC
TIDEWATER
HOTELS &
RESORTS
3500 PACIFIC AVE.
VIRGINIA BEACH, VIRGINIA
23451
(757) 426M22
(757)42&5085
WEST
ELEVATION
& DETAILS
PR)bJECT NO: 01-109
A2 01
Jul- 0 305
zo02
{�o
20 DETAIL
SHEET 9 OF XX

17 16 15 14 13 12 11 10 Q9 � 7 6 5 4 3 2 1
INS
1111111111111110711111111
1171111
i L-11
- --
-5
liffilill111170=111011
--7-11
1
"UP11111117111111111
imillillu
ME,
M7!,
�i
WilliFilill
INSULATED BLANK -OFF PANEL
A EAST ELEVATION
17 16 15 14 1312
12 11 10
,o7
i
T.O ROOF SLAB
i
T.O. PARAPET T.O. ELEV. EQUIP.
3- \ LOFT FLR. SLAB
T.O. PARAPET Q 1 TYR
ATTIC FLOOR + r
T.O. ROOF SLAB
EAST ELEVATION CD.. SOUTH STAIR EAST ELEVATION ram
TYP. SEE MECH. DWGS. W/
INSULATED BLANK -OFF PANEL
7 6 5 4 n 2 1
121U
Q 1 TYP.
Q I TYP.
ELEVATOR TnWFR
EAST
1/8' = 1'-0"
NORTH STAIR
1111
ARCHITECTS, PC
4505 COLUMBUS STREET
SUITE 100
VIRGINIA BEACH, VIRGINIA 23462
PHONE: l7571222-2010
NORTH CAROLINA VAG
(2U 281-3
(252) 251-1M
STRUCTURAL
STROUD PENCE
& ASSOCIATES
259-A GRAYSON ROAD
VIRGINIA BEACH,
HICKMAN AMBROSE INC.
B25A GREENBRIER CIRCLE
CHESAPEME.
VIRGINIAZi325
(757)42� [phone]
PROGRESS
PRINT
NOT FOR
CONSTRUCTION
07/02/02
)URTYAF
:AROLINj
BEACH
HOTELS I!
RESORT%
3 PACIRC AVE.
-"ROJECT NO: 01-109

12 12
13.31 13.31
it
it
T.O. PARAPET
ATTIC FLOOR
�} T.O. ROOF SLAB
Y 94'-9" -
TENTH FLOOR
NINTH FLOOR
T'-0^ Y �-
EIGHTH FLOOR
6&4r
SEVENTH FLOOR
. 5g-9^ -
SIXTH FLOOR
5T-0" -
�FIF_T_H FLOOR_
Y 42'_3^
FOURTH FLOOR
� 33' '
TH_I_RD FLOOR
Y 24' 9" -
SECOND FLOOR l
FIRST FLO
�0,_0"- -OR
NORTH ELEVATION
1/8" = V-0"
CONC.COLUMN
\
314" STEP
— COLD JOINT
3/4" CHAMFER
EDGES
NOTE V" JOINTS
LEVEL ACROSS
END WALL
N
m
0
m
m
Q
I
4
C
12'-3;" C.O.
11' B4" C.O. Q END UNITS
38
N
N
N
EQ. — EQ. EQ.
I
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_ —
;e.
M \
NOTEFACE OF CONC.
: REFER TO DETAIL 12/A303 COLUMN (TYP.)
FOR MOUNTING DETAIL
/3_--� THERMOPLASTIC RAILING @ BALCONY TYPE "B"
A203 / 1/2" = T-0"
ANCHOR RAILS INTO
CONCRETE COLUMN W/
MANUFACTURER'S WALL
RECEPTOR WITH
VANDAL -RESISTANT
STAINLESS STEEL BOLTS,
12'-338" TYPICAL, BOTH SIDES
EQ. � EQ. EQ.
F__ -
I
N
(O
m
i�
NOTE: FACE OF CONC.
REFER TO DETAIL 12JA303 COLUMN (TYP.)
FOR MOUNTING DETAIL
8 THERMOPLASTIC RAILING @ BALCONY TYPE "A"
A203 1/2" = 1'-0"
o Q Q Q Q
CONC. END COLUMN
3/4" STEP
Y�
COLD JOINT
3/4" CHAMFER
EDGES
/—NOTE V"JOINTS
LEVELACROSS
END WALL
/K
m
m
y
NOTE:
RAILING OMITTED IN
n THIS DRAWING FOR
CLARITY
I
16 ISOMETRIC OF BALCONY CONC. FORMING - TYPE "A" 17 ISOMETRIC OF BALCONY CONC. FORMING - TYPE "B"
A203 NOT TO SCALE A203 NOT TO SCALE
i
ARCHITECTS, PC
4505 COLUMBUS STREET
SUITE 100
VIRGINIA BEACH, VIRGINIA 23462
PHONE: [phone]
FAX: [phone]
CIVIL
QUIBLE & ASSOCIATES, PC
S JUNIPER TRAIL
KITTY HAWK,
NORTH CAROLINA VIM
(252)281-Tf00
(252) 01-land
STRUCTURAL
STROUD PENCE
& ASSOCIATES
204AGRAYSON ROAD
VIRGINIA BEACH,
VIRGINIA23462
(157j 67iB82G
(757) en-aesz
PME
HICKMAN AMBROSE INC.
825A GREENBRIER CIRCLE
CHESAPEAKE,
VIRGINIA2391D
V57) 420-3585
(757) 42A-1890
PROGRESS
PRINT
NOT FOR
CONSTRUCTION
07/02/02
CMSS ARCHITECTS, P.C. C32002
DATE: XX-XX-XX
REVISION
MARRIOTT
COURTYARD
CAROLINA
BEACH
CAROLINA BEACH, NC
TIDEWATER
HOTELS &
RESORTS
3n00 PACIRC AVE.
VIRGINIA BEACH, VIRGINIA
251
(757) 4242-5422
(757)4288M
NORTH
ELEVATION &
DETAILS
PROJECT NO: 01-109
A203
ARCH SHEET 11 OF XX
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FIRST FLOOR
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