168-08 OVERSIZE PLANS

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PAMLICO CON T, LLC
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PROJECT SUMMARY
PROJECT DATA:
DEVELOPER: PAMLICO CONSORT, LLC
PO BOX 181
ORIENTAL. NC 28571
[phone]
OVERALL SITE AREA: 124,794SF, 2,86 ACRES
SITE ZONING: NONE
UTILITIES: SEWER -PRIVATE SEPTIC SYSTEM
WATER-PAMLICO COUNTY
ELECTRIC -TIDELAND EMC
TELEPHONE- EMBARQ
CABLE TELEVISION-SUDDENLINK
REFUSE COLLECTION -PAMLICO COUNTY
CONTOUR
WATER MAIN
STORM DRAIN
OVERHEAD ELECTRIC
CAMA SUMMARY:
TOTAL SITE AREA WITHIN 75' CAMA AEC=62,623 SF, 1.44 ACES, 50.27% OF TOTAL SITE AREA
TOTAL EXISTING BUILT -UPON AREA WITHIN 75' CAMA AEC =4,70 SF, 0.11 ACRES, 7.71% OF TOTAL 75' CAMA AEC AREA
TOTAL PROPOSED BUILT -UPON AREA WITHIN 75' CAMA AEC =411 SF, 0.10 ACRES, 7.64% OF TOTAL 75' CAMA AEC AREA
TOTAL PROPOSED BUILT -UPON AREA (ENTIRE SITE)=12,868 Sf 0.30 ACRES, 10.31% OF TOTAL SIITE AREA.
NOTES:
1. ALL STRUCTURES BUILT UPON THE PROJECT SITE SHALL CMPLY WITH THE FIRE REQUIREMENTS SPECIFIED
IN THE INTERNATIONAL RESIDENTIAL CODE, WITH NORTH CAROLIA AMENDMENTS, 2002 EDITION.
2. SECTION 404 WETLANDS ARE PRESENT ON THE PROJECT SI7.
3. NEUSE RIPARIAN BUFFER AREAS REGULATED UNDER 15A NCC 02B EXIST ON THE PROJECT SITE.
4. THE RECEIVING WATER COURSE FOR THIS PROJECT IS BROA[CREEK, CLASS SA, HOW, NSW AND
COFFEE CREEK, CLASS SA, HOW, NSW.
PROPOSED 10-SLIP DOCK FACILITY SUMMARY
TOTAL LENGTH OF SHORELINE ON PARCEL = 1,039 LF (ENTIRE FACT)
TOTAL NUMBER OF SLIPS = 10
TOTAL PLATFORM AREA PROPOSED = 1498 SF < 2172 SF
TOTAL ALLOWABLE PLATFORM AREA = 4 SF/LF X 543LF = 2172F
TOTAL AREA WALKWAY = 6'x99' = 594 SF
TOTAL AREA TEE HEAD (PLATFORM) = 6'x153' = 918 SF
TOTAL AREA FINGER PIERS (PLATFORM) = 580 SF
TOTAL DOCK SYSTEM =1892 SF
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RELEASE FOR PERMITS JKA 3%18 f OS
2 CAIv1A COMMENTS ( JKA 5/1 /08
NO� DESCRIPTION _J 8Y DATE
Revisions
2 1;`2" 90' PVC ELBOW
1/2" PVC DROP PIPE
AINLESS STEEL PIPE STRAPS 016' OC VERTICALLY
/-NORMAL WATER LEVEL
2 112" 90' PVC ELBOW
NE
W DRY HYDRANT Y HYDRANTC2, C3 NOT TO SCALE
PROPOSED 10-SLIP DOCK FACILITY SUMMARY
TOTAL LENGTH OF SHORELINE ON PARCEL = ~43 LF
PARCEL 'A' ONLY
TOTAL NUMBER OF SLIPS = 10
TOTAL ALLOWABLE PLATFORM AREA = 4 SF/LF X 543LF = 2172 SF
TOTAL PLATFORM AREA PROPOSED = 1498 SF < 2172 SF
TOTAL AREA WALKWAY = 6'x99' = 594 SF
TOTAL AREA IE HEAD (PLATFORM) = 6'x153' = 918 SF
TOTAL AREA ANGER PIERS (PLATFORM) = 580 SF
TOTAL DOCK SYSTEM =1892 SF
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A SITE LAYOUT P N \ / -5.9 EXIS ING DOCK
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EXISTING STRUCTURE
LEGEND
EXISTING
-5- -
-W- -
-D- -
OHE - -
JIMMY WAT N
DB 418, PG 116
"CLOSED HEAD, P MP UT
LABLE" SIG AGE (TY . 0 3)�`�
r
NEW 6' WID LUSH WOOD
Y-SEE DETAI(932SF
, SHEET C2
( TOTAL)
W
m
CONTOUR
WATER MAIN
STORM DRAIN
OVERHEAD ELECTRIC
iSTING BOAT RAMP
REMAIN
42
41
40
39
NORMAL ER LEVEL
\ 38
37
36
35
34
3\
EXISTING BULKHEAD
TO REMAIN
O"
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SCALE: 1 "=30'
ROOF GUTTERS SHALL BE PROVIDED ON THE
NEW DOCKHOUSE FACILITY WHICH SHALL DIRECT
ALL ROOF RUNOFF INTO THE RIP RAP FLOW
SPREADING DEVICE. SEE SHEET C3
75' CAMA AEC LIMIT1 N N
IV
LIMITS OF ZONE 2 RIPARIAN
TOTAL IMPACTS CAMA AEC = 1,766 SF
LIMITS OF ZONE 1 RIPARIAN SUFFER-
EDGI OF OVERHANG OF NEW TOTAL IMPACTS ZONE 2 = 733 SF
DOC,HOUSE STRUCTURE
EDGE Of EXISTING CONCRETE SLAB
TO REMAIN
TOTAL IMPACTS ZONE 1 = 1,033 SF
N N
qC2PLAN VIEW @ NEW N
DOCKHOUSE ON EXISTINGSLABC2 SCALE: 1 "=30'
NEW DOCKHOUSE
FFE=8.0' EXISTING CONCRETE
TOP SLAB=3.90 SLAB (TO REMAIN)
2 CROSS SECTION THROUGH DOCKHOUSE
,21 C2 SCALE: 1 "=20'
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OPPOSITE SHORELINE
A SITE LAYOUT PLAN
C5 C5 SCALE: 1 "=30'
-5.9
I RELEASE FOR PERMITS
2 CAMA COMMENTS
3-1/4 WIDTH RULE
NO. DESCRIPTION
Revisions
LEGEND
EXISTING
JKA
3/18/08
JKA
5; 1 /08
JKA
6/25/08
BY
DATE
5- - CONTOUR
-W WATER MAIN
D STORM DRAIN
OHE - OVERHEAD ELECTRIC
011,
75' CAMA AEC
-5.2 4.5 = -2.0 W W z
T
-5.5
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\ I -4.000
W
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\ NORMAL WATER LEVEL NEW DOCKHOUSE
-5.5 _3., AL wATFR�LEVEL I TING SLA
( \ A CLOSED HEAD, PUMP0�3 WE AND I SEE DETA SHEET
-5.7
' 44.0 AVAIL G YP. OF 3) %c�
00
\ y W NEW 6' WID FLUS
-zs \ ,� �
• \ \ , W W I,, WALKWAY -SE AIL ,
2.3.z �_�,70 (3,304 SF TOTAL)
' \
2.9 _ _
/ -\ � EXISTING BULKHEAD \ 0 W
��
-a.o �3 5 TO REMAIN DELINEATE N ,� ,
-4.3 \ ' ° / -1.7 - CLOSED HEAD PUMPOUT
N L WATER LEVE
• // \ i" \ Al, --a-AVAILABLE" SIG AGE TYP.
LIP5� -3.-2.
S' Q 3 2 1.7 EHYDRANT 2
a o
5.5EE DETAIL SHEET C3 O
-� \ /
Q 1 6 -2.7 ORMAL WATER LEVEL
-2.1
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S 51 \ ` -�-25 / / EX STINGREMADOCK SEE DET IL 3, SHEET C2
.3\ 32
-4
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. s� • �Q _ . NEW DE)GK--3_ / - .7/ 3 31
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30
. � -� � -6.5
-4 29
\ -6.3 QQ �\ \ �S, -4.4
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-6.5 \ J
\� \ -6.7 \ 8
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0� i-53 -5.8
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26
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18
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/ -5.8
CO
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