89-06 Preliminary Oversized Plans

GENERAL NOTES:
1. THIS PROJECT IS FOR THE CONSTRUCTION OF A MULTIFAMILY RESIDENTIAL
CONDOMINIUM IN THE TOWN OF MOREHEAD CITY, CARTERET COUNTY, NORTH
CAROLINA. PROPERTY IS ZONED RMF.
THE BUILDING IS 23,064 SQ. FT.
THE MAX. BUILDING HEIGHT IS 50 FT.
2. THE BOUNDARY SURVEY IS PER A SURVEY FROM, W.D. DANIELS PLS
L-2673, DATED 10 APR 06. TOPOGRAPHY BY OTHERS. CONTACT ENGINEER IN
INSTANCE OF DISCREPANCY
3. THERE ARE NO 404 WETLANDS ON THE BUILDING SITE AS PER LAND
MANAGEMENT GROUP INC..
4. THE FLOOD ZONE: 'AE' ELEVATION 7 NAVD (FEMA MAP)
COMMUNITY PANEL 370043-6396—J, DATED JULY 16, 2003
FLOOD ELEVATION= 7.0
5. SETBACKS AS SHOWN ON PLAN;
25' FRONT (TWO)
23' SIDE (8+15
27' SIDE (20+15-8)
6. LOT AREA= 435,600 SQ.FT = 10 ACRES +/-
7. TOTAL GROUND AREA UNDER BUILDING COVER IS 5.3%, WHICH IS LESS THE
40% MAXIMUM PER TOWN OF MOREHEAD ZONING.
8. STORM WATER MANAGEMENT:
PROJECT TO BE PERMITTED, UNDER THE HIGH DENSITY OPTION. PROJECT
INCLUDES THREE (3) SAND INFILTRATION SYSTEMS. ALL IMPERVIOUS RUNOFF
INCLUDING ROOF DRAIN LEADERS, WILL BE DIRECTED TO THE SAND FILTERS.
STORM WATER WILL DRAIN TO SEDIMENTATION TANK WHERE SOLIDS WILL SETTLE
OUT. STORM WATER WILL WEIR FLOW INTO THE SAND FILTERS, ONCE FILTERED
THROUGH THE SAND, TREATED STORMWATER WILL OUTFALL INTO SC —WATERS
(MORGAN CREEK). SEE STORM WATER PLAN SHEET C-4.
9. TOTAL SITE AREA = 10.2 ACRES
TOTAL HIGH GROUND = 3.82 ACRES
1 a PARKING:
REQUIRED FOR 30 MULTI —FAMILY DWELLINGS =60
OVERFLOW (1 PER 6 UNITS) =5
TOTAL PARKING REQUIRED =65 SPACES
SPACES PROVIDED = 62+3ADA =65
11. DENSITY=MINIMUM LOT SIZE=5,000 (FIRST UNIT) + 3,000 X 29 ADDITIONAL
UNITS=92,000 S.F.
12. AREA OF ENVIRONMENTAL CONCERN (AEC):
AMOUNT OF IMPERVIOUSNESS IN AEC=10,191 SQ.FT.,
TOTAL IMPERVIOUSNESS IN AEC=6.12%=LESS THAN THE ALLOWABLE 25%.
*NOTE: THIS PROJECT RESULTS IN A REDUCTION OF IMPERVIOUS AREA
WITHIN THE 75' AEC.
13. ELEVATIONS ARE BASED UPON NAVD X112, 1963, SEE SHEET C-1.
GRAPHIC SCALE
1 " = 30'
N.C.S.R.
( paved )
24'X16' CMU
PUMP STATION BLDG.
TO HAVE OPENINGS
TO ALLOW THROUGH
,o.i11 ens
MHW
( Old Causeway Road )
RON GATE
IRON & BRICK FENCE
(SEE ARCHITECTURAL)
NEWLY CONSTRUCTED BULKHEAD
STAKED BY CAMA
BEAUFORT HARBOR
SC WATERS
S
ss°
2g 3 og �F
8
(approximate seperation
of marsh and uplands)
SITE PLAN APPROVED BY
TOWN OF MOREHEAD CITY
SEPTEMBER 20, 2005.
HIGHGROUND BOUNDARY
MARSH
LEGEND
MWH = mean high—water mark
O DS = downspout
R/W or R—O—W = right—of—way
EOP = edge of pavement
FFE = finish floor elevation
• = existing/proposed piling loci
• = post, old wooden bulkhead
L1M1777 FILL
LD o
LIMITS OF DISTURBANCE C-
C3
r,
30' CAMA / 75' AEC LINEy
v
LIMITS OF FILL
PROPOSED RV PARKING
GRASSED AREA
WATERS
LOWLAND
MARSH
°p0oo
v�000°°
= trl d
.Co
XER'
CAMA SETBACKS
2005416
ISSUED: 04-12-2006
DWG BY: JPM
CKD BY: LDD
REVISIONS
1 5-2-06
SHEET NO.
AMA 2
OF

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—AREA 1:
33 S.F (HI (U D
I
MAUFORT HARWR P
SC WATERS
I I
� I
4>• 0 /
r029
RM
11L
S 43'37'41"E
00
9 a
( I I
I
MORGAN CREEK
SA WATERS
�•
2' 1 I I
Rs29�Y I, I
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i
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-------
TOTAL AREA
IN AEC
I
`
"• �
1�IllI
109 191 S.
^ h
N ....��.
'
--
SHORELINE EXIST,
^
26 03'46"
PHOTO FROM GOOGLE MAPS — SCALE: N.T.S.
7 03 6 5 ' �M,
CAMA Site Data 30°26,
TOTAL TRACT: 10.2 ACRES
LAND AREA (HIGH GROUND)
AREA 1: 87,333 s.f. = 2.00 ACRES A
+ AREA 2: 79180 S.F. = 1.82 ACRES N
TOTAL. AREA: 166,513 S.F. = 3.82 ACRES (HIGH GROUND)
Z
1. TOTAL IMPERVIOUS AREA IN 75' AREA OF
ENVIRONMENTAL CONCERN (AEC)
EXISTING IMPERVIOUS AREA WITHIN 75' AEC: 19,746.5 S.F. (11.86%)
PROPOSED IMPERVIOUS AREA WITHIN 75' AEC: 10,191 S.F. (6.12%)
"NOTE THIS PROJECT RESULTS IN A REDUCTION OF
IMPERVIOUS AREA WITHIN THE 75' AEC.
2. TOTAL IMPERVIOUS AREA ON SITE:
EXISTING: 44,076 S.F.
PROPOSED: 25,363 S.F.
"NOTE: THIS PROJECT RESULTS IN A REDUCTION OF
IMPERVIOUS AREA WITHIN THE 75' AEC.
RM
s 36° 8 '45 „E _�
� �
TOTAL TRACT:
10.2 ACRES(HIGH GROUND)
348.6 1,
�lf1z ,Ills
�07�\
ARE
A 2'
30 S.F (NIGH GROUND)
�111c 211L \\lll�lll(/11N/fI1tI111t1U11H111/l 11 �.
.11L
AL
.1AL
FW
v
_`G`ND A,
o C a -�
LE
MWH = mean high—water mark
AEC = AREA OF ENVIRONMENTAL CON
R/W or R—O—W = right—of—w
EOP = edge of pavement (�
-3� FFE = finish floor elevationt ==-/ IOW100'%,,,
N
uunnunnuuninnuuunuunuunm.ah.
30 CAMA / 75 AEC BUFFER
r4 �cEf
P
7 o w
WATERS
LOWLAND i
MARSH
u
_w E low
'
E
Q 3 _
�z aaw-,_, �
HIGH GROUND ° 0 rn � uj
G. Z � a• t_ � � y
-
��
IMPERVIOUS SURFACE
IN AEC 2_' o s, o s o `o o s w
� ✓� � � c o m � u a� � C
N ct
v ice.
- -- — — ----- —. �`+ v-1 Q
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ry W
z
N �
N
U N
.r
rL
v
w
\ \ V
-- ADJACENT TRACT
TOTAL AREA = 10.0 ACRES
N 30°76,36 W
2 �o
\ �D/
s
ti s
ODD.
°o
°�
27 0
2g 17 �0
0 "W
M o
a n'
U/`r le �c� k L
a n di' n a �-s
CA -NIA Site ata
GRAPHIC SCALE
1 " = 60'
60 70 0 60 120
CAMA STIE DATA
2005416
ISSUED`. 04-12-06
DWG BY: 1PM
CKD BY: LDD
REVISIONS
1 1 5-2-06
SHEET NO.
`�14'0*"'A AA 'Oft
l
J\ P
OF

LOW PROFILE POWERED ROOF
VENTILATOR, TYP,
I� IN`t TO MATCH ROOF_
CLAD AWNING
STATIONARY WINDOW
CRICKET WHERE
MAIN
MAIN RIDGE ME
�OF E
- - TAiR
+50.00' MAX.
�I TOWER j
BLDG. HT.
I
_ 1-
STAIR TOWER RIDGE
I I
II
d II
TRUSS BEARING -MAIN ROOF
GUTTER 4 = 9
FOURTH LEVEL
___-- -- — - - - -- -OU tePOUT,
AS SELECTED
BY OWNER I'
THIRD LEVEL (TYPICAL) j
W
SECOND LEVEL
@ I
@ AUTO PARK LEVEL
EL. b.5'
RECESSED EIFS ARCH
NOTE:
These drawings are intended as a Design Build set of drawings.
Additional details and clarifications should be issued through
the General Contractor via the regular RFl process.
All coordination of all Plumbing, Mechanical, Electrical items and
dimensional requirements of these items shall be the
responsibility of others and not the Architect/Engineer.
All selections of windows, doors, finishes, light fixtures, plumbing
fixtures, er uipment and hardware, etc. not shown on these
documents shall be the responsibility of others.
Morehead City water and sewer utility extensions design are by
others. Final coordination of all utilities to connection of the
building shall be by others.
I
+50'00'DMAX, ALUMINUM GUARDRAIL
BLDG. HT. SYSTEM, TYPICAL
i
STAIR TOWER RIDGE -
TRUSS BEARING - MAIN ROOF
�1
W FOURTH LEVEL
SLiDING GLASS
DOOR UNIT, TYPICAL
THIRD LEVEL
HARDI T IRIM, TYPiG. _
SECOND LEVEL
@
I
@ AUTO PARK LEVEL
-- -- --
EL. 6.5'
EIFS
1/2" DEEP REVEAL, TYPICAL
b
l4
'4 1
CONCRETE COLUMN �14_W/EiFS, TYPICAL.
SEE STRUCTURAL.
OC a a
r i'REFABRILTED CUPOLA BEYOND
(AS SELECTED BY ;OWNER)
STANDiN(x SEAM METAL ROOFING, TYPICAL
.... !ter
—111111111111111111111111Er1
4x4ffi. %dro)v
CLAD DOUBLE HUNG A
WINDOWS, TIYPICAL _ -._---
AUTO PARK LEVEL i! I "Mull
EL. 6.5' - -
GUTTER 4 DOWNSPOUT,
A5 SELECTED BY
OWNER (TYPICAL) -
i
- DORMER RIDGE
--_ _ EL-45,44'
TRUSS BEARING - MAIN ROOF
EL. +3133,
--- ALUMINUM GUARDRAIL ;SYSTEM, TYP.
-- HARDITRIM, TYPICAL.
� CONCRETE COLUMNS, TYPICAL.
CLAD WINDOW, TYPICAL,
EIFS, TYPICAL_
-- 112" DEEP REVEAL, TYPICAL.
o 103 0o 0
LOW PROFILE' 'POWERED'
ROOFI VENT iLATOR,', TYP.
PAIN' TO MA I-cC 4 ROOF.
HARDIPLANK SIDING
BEYOND, TYPICAL GLAD DOUBLE HUN
WINDOWS, TYPICA I =
MAiN RIDGE
+50.00' MAX.
BLDG. HT. \
STAIR TOWER RIDGE
TRUSS BEARING - END UNIT ROOF
TRU55 BEARING - MAIN ROOF --
FOURTH LEVEL
ALUMINUM GUARDRAIL r ( __ --_-- --
SYSTEM, TYPICAL
I
THIRD LEVEL I
1 C�
_4 CF
I
PR�FABRICATEDI ,Gill
I
STAND ING
I
SECOND LEVEL II IDM- -- _-
I
PROPOSED GRADE
li
AUTO PARK LEVEL EL. &B' 4
I I
GUT 1 EtR 4 HARDIP
DOWNSL- OUT,
BULKHEAD AS SELECTED 1 CONCRETE COLUMN
EIFS BY 01iNER A-4 W/ EIFS, TYPICAL.
DEEP REVEAL, TYPICAL CTYPIC;AL SEE STRUCTURAL.
00C� o
EIFS ON TREATED 2xro FRAMiNCj
PREFABRICATED / AND TREATED PLYWOOD
—1 I­1 A I
vr't N 1 Ncsa
4 0 0
—I ,ram C, 1ArftL-� AAiI
OF WALL E 1=a_ OVER CMU WALL
RECESSED BACK 2
CONCRETE COLUMN WOOD FRAMING
FOR 24"x24" SQUARE OR FIBER31_455
COLUMN WRAPS, TYPICAL 10 COMER
COLUMNS OF CENTER BUMPOUT.
11 Fal !Z1
JUN 12 2006
a BEYOND
Morehead City r
METAL ROOFING, TYPICAL
CLAD AWNING STATIONARY WINDOW
�^ STAIR TOWER RIDGE
EL. +44.5i'
TRUSS BEARING END UNiT ROOF
EL. +3e.i9'
FiXED FIBS LASS SHUTTERS, TYP
I' HARDITRIM PLANKS, TYPICAL.
HARDIPANEL OVER
2x(o STUD WALL, TYPICAL.
�+ARDiTRIM, TYPICAL.
EIFS, TYPICAL.
--''. ,�- 112" DEEP REVEAL, TYPICAL.
RECESSED EIFS ARCH
G SIDING, TYPICAL.
9 0, a 10 11 Q 12 12'
'I I II j I
HURRICANE LOUVER FOR SHAFT VENTILATION
AS PER CODE. TRIM AROUND TO MATCH EiFS DETAIL.
L CONCRETE COLUMN W/WOOD FRAMING
FOR 24"x24" SQUARE OR FIBERGLASS
COLUMN WRAP, TYPICAL 0 CORNER
COLUMNS OF CENTER BUMPOUT.
EIFS OVER CMU
` CIr.7 VVCT� C.� IU, I T T�IC.HL.
SOLID PC^�- ON
OF WALL
RECESSED e CK 2"
STAIR TOWER RIDGE
EL. +44.Bl'
�- HARDIPLANK SiDING, TYPICAL.
--ALUMINUM GUARDRAIL
SYSTEM, TYPICAL.
HARDITRIM, TYPICAL.
12 "x12" CONCRETE COLUMN, TYPICAL.
/- EIFS, TYPICAL.
-''/2" DEEP REVEAL, TYPICAL.
CLAD DOUBLE HUNG WINDOWS, TYPICAL
,YSTEM
R, TYPICAL,
D AWNING STATIONARY WINDOW,
CAL 6 STAIR TOWERS
STAIR TOWER RIDGE
EL. +44.81'
HARDITRIM, TYPICAL.
SiMILAR TO WALKWAY TRIM
FIXED FI5ERGLA55 5HUTTER5, TYP.
STAIRS BEYOND
HARDiPANEL, TYPICAL.
HARDITRIM, TYPICAL.
E iF5 OVER TREATED 2xro WOOD
STUD WALL, TYPICAL.
DEEP REVEAL, TYPICAL.
MR
c
BUILDING ELEVATIONS
2005416.
ISSUED: 15 NOV 05
DWG BY: SEB
CKD BY: LDD
REVISIONS
1 /3Q/06 CAMA REVISIONS
SHEET NO.
OF