57-07 Oversized Plans

oAw'r-d�. 11 %
VICINITY MAP NOT TO SCALE
EXISTING DOCK
KENNETH & REBA �00
DB 223, PG 402
NORMAL WATER
DELINEATED CAMA VEGETATION LINE -
AND CONFIRMED 404 WETLAND LINE
KENNETH & REBA TILLER
DB 223, PG 402
N 867658" E
89.88'
fE
FASTING GRAVEL DRIVE
TO REMAIN
3
S ASTING GRAIEL DRIVE
TO REMAIN
i
i
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v
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NORMAL WATER LEVELS z --1 K.S. SLADE I I ASTING 6" PVC
% A
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� � DB 139, PG 51 �
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� I-as EASTNG SHED ,
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-6A EASTNG RMAKHEAD � � • I _1 ♦ ti _
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${ \ Damswc aom wmm -6.5 10 E IBDI®
-40 Brood Creek - 'x
/ \ CLASSIFIED SA H W _ Ns113,25, -5.5 n'
\ � ' Q � NSW S � NORMAL WATER IEVE NOWIAL WA1ER LE se113.26�
EASTNG DOCK DOSTNG 80LKWAD NORMAL WATER LE
\ / -6.5 1
J/ 36
2
\ 6.5 111
\ ; 3 35
4 34
6 �
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7 31
8
DUSTING DOCK
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9
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10
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12 Q
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XISTING SITE CONDITIONS/OVERALL SITE PLAN
CALE: 1"=50'
NORMAL WATER LEVEL/34ORELINE_
WATER LEVEL/SHOREM
x
jlxZ10000, %
15
2,
16
23
17
22
18
21
EASTNG DOCK TO REM,yN
19
20
1 RELEASE FOR PERMITS
2 CAMA COMMENTS
NO, DESCRIPTI❑N
Revisions
PROJECT SUMMARY
PROJECT DATA:
JOE k KEVIN AVOLIS
PO EOX 15564
NEW BERN, NC 28561
(252; 33-0068
OVERALL SITE AREA: 1.58 ACRES
SITE 70NING: NONE
UTILIZES: SEWER -PRIVATE SEPTIC SYSTEM
WATER-PAMLICO COUNTY
ELECTRIC -TIDELAND EMC
TELEPHONE -SPRINT
CABLE TELEVISION -COX COMMUNICATIONS
REFUSE COLLECTION-PAMLICO COUNTY
CAMA SUMMARY:
TOTAE SITE AREA WITHIN 75' CAMA AEC=32,109 SF, 0.74 ACRES, 46.65% OF TOTAL SITE AREA
IOTA[ PROPOSED BUILT -UPON AREA WITHIN 15' CAMA AEC =290 SF, 0.0067 ACRES
(EXISTING SHED TO REMAIN)
TOTAL ALLOWABLE PLATFORM AREA = 4 SFAF X 350 LF = 1400 SF
TOTAL PLATFORM AREA PROPOSED 1v375SF < 1400 SF OK (SEE SCHEMATIC FOR SUMMARY)
DOCK SUMMARY
TOTAL N SLIPS = 6
TOTAL AREA OF DOCK WALKWAY = 615 SF (SEE SCHEMATIC BELOW)
TOTAL AREA OF PLATFORM = 1,037.5 SF (SEE SCHEMATIC BELOW)
TOTAL AREA OF DECKING = 1,652.5 SF INCLUDING ROOF OVERHANG (SEE SCHEMATIC BELOW)
TOTAL # MOORING PILES = 12
SHORE! WE STABILIZATION
TOTAL LENGTH OF SHORELINE STABILIZATION = 225 LINEAR FEET
NOTES_
1. ALL STRUCTURES BUILT UPON THE PROJECT SITE SHALL COMPLY WITH THE FIRE REQUIREMENTS SPECIFIED
IN THE INTERNATIONAL RESIDENTIAL CODE, WITH NORTH CAROLINA AMENDMENTS, 2002 EDITION.
2. NEUSE RIPARIAN BUFFER AREAS REGULATED UNDER 15A NCAC 02D EXIST ON THE PROJECT SITE.
3. THE RECEIVING WATER COURSE FOR THIS PROJECT IS BROWNS CREEK, CLASS SA, HOW, NSW
LEGEND
EXISTING PROPOSED
- -5- CONTOUR 5
- -W_ - - WATER MAIN
- D - STORM DRAIN
-OHE- - OVERHEAD ELECTRIC
_ NORMAL WATER SiJ�- VEY
F P❑INT "A" TO P❑INT 'B"
LINE
LENGTH
BEARING
L1
9.76
N37'U5'56'W
L2
10.26
N65'21'07'W
L3
21.39
N40'31'47"W
L4
41.69
N67'06'58-W
L5
41.09
N37'49'1VW
L6
3.27
N46'08'58-W
L7
2,35
N23-25'12-W
L8
36.76
N29'58'54-E
L9
67.61
N34'14'57'E
L10
5,87
N76'06'06'W
TOTAL
240,05'
TOTAL WALKWAY = 615 SF
TOIA'- PLATFORM = 1,037.5 SF
WALKWAY - 6'6102.5'L = 615SF
PLATFORM ROOF = 15'WX13.5L = 202.5SF
TEE - 3,01091 = 545SF--\
FINGER - JVX15'L = 45SF-M FINGER - 3'WX15'L = 45SF
-FINGER - 5'WX20'L = 100SF FINGER - 5'WX20'L = 100SF
SCHEMATIC OF PROPOSED DOCK AREAS
NOT TO SCALE
JKA 6/5/06
JKA 11/5/06
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KENNETH &REBA TILLER
DB 223, PG 402 "�'2J'E 73.58'
N 88'26'58' E
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ISTING GRAVEL DRIVE
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CLASSIFIED SA, HQW, NSW 31.1
NORMAL WATER NORMAL WATER LE1 sg.52 173.20'
1tt�is
EXISTING DOCK EXISTING BULKHEAD NORMAL WATER LEA
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2
3
35
4
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7
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15
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18
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USING DOCK To REMAIN
19 1
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20
1 RELEASE FOR PERMITS JKA 6/5�06
2 CAMA COMMENTS JKA 11 `} 06
N❑. DESCRIPTI❑N BY DATE
Revisions
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("_A ENLARGED PI_ADOCK AREA
�C,31 C3 SCALE: 1"=10'
1 RELEASE FOR PERMITS
2 CAMA COMMENTS
NO, DESCRIPTION
Revisions
JKA 65/06
JKA 11 5;/06
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