44-06 Oversized Plans

NOTES:
1. UPLAND AREAS ALONG THE PROPOSED BOARDWALK TO THE WEST AND SOUTH OF THE PONDS
WERE IDENTIFIED BY A SURVEY BY RIVERS & ASSOCIATES, INC., APRIL 2005.
2. OTHER WETLAND/UPLAND BOUNDARIES FROM "WETLAND SURVEY" BY BARNETTE INTEGRATED
LAND DEVELOPMENT, MARTIN BARNETTE, RLS, VERIFIED BY CORPS OF ENGINEERS,
SEPTEMBER 13, 1996.
3. PROPERTY BOUNDARIES FROM SUBDIVISION PLAT, "JOHN W. HARRIS TRACT", BY BARNETTE
INTEGRATED LAND DEVELOPMENT, MARTIN BARNETTE, RLS, OCTOBER 28, 1998.
4. PROPOSED 6' WIDE BOARDWALKS TO BE MINIMUM 3 FEET ABOVE SUBSTRATE IN COASTAL
WETLAND AREAS, AND MINIMUM 18" ABOVE EXISTING GRADE IN ALL OTHER AREAS.
5. AREA OF BOARDWALKS LESS THAN 36" ABOVE SUBSTRATE IN 404 WETLAND AREAS IS
0.15 ACRES. ALL OTHER BOARDWALKS IN 404 WETLANDS ARE 36" OR MORE ABOVE SUBSTRATE.
6. BOARDWALKS TO BE BUILT IN ACCORDANCE WITH NC BUILDING CODE VOLUME C,
"ACCESSIBILITY".
7. LOCATION OF NORMAL WATER LINE ADJACENT TO THE PARKING AREA DEVELOPMENT WAS
DETERMINED BY A FIELD SURVEY BY RIVERS & ASSOCIATES, INC., MAY 2005. LOCATION
OF THE NORMAL WATER LINE AT ALL OTHER LOCATIONS INDICATED IS APPROXIMATE AND
IS BASED ON FIELD SURVEY POINTS BY RIVERS & ASSOCIATES, INC., MAY, 2005, FIELD
OBSERVATIONS BY RIVERS AND ASSOCIATES INC. PERSONNEL, FEBRUARY, 2005, AERIAL IMAGES
IN DARE COUNTY GIS DATA, AND FROM WATER LINES INDICATED ON SUBDIVISION PLAT, "JOHN
W. HARRIS TRACT", BY BARNETTE INTEGRATED LAND DEVELOPMENT, MARTIN BARNETTE, RLS,
OCTOBER 28, 1998.
8. EXCESS SPOIL MATERIAL TO BE DISPOSED OFFSITE.
9. CANOE / KAYAK TIE—UP FACILITY IS A WOODEN COVERED DECK f2 FEET ABOVE WATER, WITH
UNCOVERED 4 FOOT RAMP AND STEPS DOWN TO A 4 FOOT WIDE DOCK AT WATER ELEVATION.
AREA OF TIE—UP DOCK IS 41 SQ FT.
PROJECT DATA
PROPERTY DATA
AREA = 16.15 ACRES
PROPOSED BOARDWALKS
TOTAL LENGTH: 3,213 LINEAR FEET (a 125 LF OVER OPEN WATER)
TOTAL AREA: 19,400 SQUARE FEET
PROPOSED CANOE/KAYAK TIE—UP FACILITIES
AREA UNDER ROOF: 166 SQ FT x 2 FACILITIES=332 SQ FT
AREA OF CANOE TIE—UP DOCK: 41 SQ FT x 2 FACILITIES=82 SQ FT
IMPERVIOUS AREAS (ASPHALT PAVING, CONCRETE WALKS, & ROOFED STRUCTURES)
WITHIN 30' COASTAL WITHIN 75' AEC
SHORELINE (INCLUDING COASTAL SHORELINE)
EXISTING 4,880 SQ FT 15,850 SQ FT (5.5% OF AEC)
PROPOSED 1,989 SQ FT 10,496 SQ FT (3.6% OF AEC)
IMPERVIOUS
TO BE REMOVED 3,376 SQ FT 7,529 SQ FT
IMPERVIOUS TO
BE REMOVED
OUTSIDE 75' AEC 2,148 SQ FT
TOTAL OPEN WATER ON PROPERTY
5.06 ACRES
TOTAL WETLANDS AREA
COASTAL 0.12 ACRES
404 8.65 ACRES
TOTAL 8.77 ACRES
TOTAL UPLAND AREA
2.32 ACRES
EIR
LEGEND:
WETLAND/UPLAND BOUNDARY
— — — — — —
— EDGE OF NORMAL WATER LEVEL
PROPOSED 6' WIDE BOARDWALK LESS THAN
36" ABOVE SUBSTRATE
- 7 PROPOSED 6' COMPACTED STONE WALKWAY
PROPOSED e WIDE BOARDWALK 36" OR
MORE ABOVE SUBSTRATE
OPEN WATER
l i}�
CURRENTLY PAVED AREAS TO BE
REMOVED AND GRASSED
;r
COASTAL WETLANDS
MARSH
UI!
* ®*
DREDGING AREA-1' DEEP MAXIMUM
(WATER DEPTH AT BOTH ENDS > 1')
OWATER
CROSSING NUMBER /
EIR
E I R
. . ---------------m 1 0 CO 21/SEP/05 WfR
--
TOWN OF KITTY HAWK Srr� EXPLANA71ON DATE APPROvE-
� REI?S/ONS
DB 1228, PG 401
WATER CROSSINGS
CROSSING
NUMBER
MINIMUM
CLEAR SPAN
TOTAL LENGTH
OVER WATER
NUMBER OF
SUPPORTS
IN WA TER
MINIMUM DECK
HEIGHT ABOVE
WA TER
1
35'
27'i
0
5'
2
8'
25'±
4
5'
3
8'
20'f
4
5'
4
8'
12'f
4
50
5
8'
40'f
8
5'
6
8'
16'f
4
5'
Arilk Engineers
CARO(�''�, `..� �%v cl TAy� s MAY 9, 2005 Planners
o0ESS/0 ?9 •� Surveyors
_ & Associates, Inc.
9� Since 1918
SEAL
GRAPHIC SCALE _ — 107 East Second Street 8410 Falls of Neuse Road, Suite D
Greenville, NC 27858 [phone] Raleigh, NC 27615 [phone]
23712
30 so 120 •. Nc 1 EN VIRONMEN TA PERMI TTING
1 inch 60 ft.
DO NOT USE FOR CONSTRUCTIONgoy'',,,, SITE PLAN
=
THIS DRAWJNG IS ISSUED TO PROWDE HARRIS TRACT PARK
INFORMATION FOR PERMIMNG. TOWN OF KITTY HAWK
DATE % Z y d� DARE COUNTY, NORTH CAROLINA
SURVEY CEL DRAFT TWS SCALE DRAWING NO. SHEET
DESIGN WG8 CHECK WFR AS SHOWN W-2839 1 OF 2
0:\KITiYHAWK-24365-HarrisTractPark\dwg\W-2839-1&2.dwg, Layout2, 9/27/2005 4:03:45 PM
1 q,OcP

2x4
4' 0. C. IN7FRMEDIA TE
SEC Tl 2N '*
**
B
-B s!
2x6 6'
RAIL CAP
2x4 RAIL @
s s/$" o. C.
��&"x12" GALL ;.Z
BOL TS WI TH
2x8 JOIST
%
5
"
WASHER EACH x6
SIDE (2 PER ® 12" 0• C. DECKING
POST)
STAGGERED,
GIRDER
4x6 POST PLAN VIEW
4x6 POST 2x8 GIRDER
2x8 GIRDER 2x8 JOIST
2x8 BLOCKING
ABODE GIRDER
(Tm) iA
`BOL TS
4x6 POST
-� JOIST PLAN
PROVIDE 2x6 CROSS
in BRACE - ONE EACH
SIDE WHEN HEIGHT OF
GIRDER IS EQUAL OR
GREATER THAN 36"
----ABOVE FINISH GRADE
TL
1. ALL LUMBER TO BE PRESSURE
TREATED PINE.
2. PROVIDE 2x8 HEADER AT
EXPOSED JOIST ENDS.
3 SECURE ALL LUMBER WITH #16d
COMMON GALVANIZED NAILS
UNLESS OTHERWISE INDICATED.
4. SECURE DECKING WITH 3"x#!0
GALVANIZED WOOD SCREWS.
SEC TION "A -`-A " 5 OMIT HANDRAIL WHERE DECK
IS 3Q" OR LESS ABOVE GROUND
OR WATER SURFACE.
2 GAN
2 NOT TO
ro
/ L 8"
3ls" PEA GRAVEL
2x6 CROSS
BRACING
,BOARD WALK
2 NOT TO SCALE
A
2
A
2
20'
I2" 0 WEEPHOLE (5)
4' ON CENTERS
10" MINIMUM
#57 STONE W/ 4"
3�8" PEA GRAVEL
Y2" 0 REBAR @ 4'
ON CENTERS x
3'6" LG
T_---
z
to
� =IIIII
!12" 0 K7EPHOLE 4 J
4' ON CEN TERS
A s�� �;' TION
2 NOT TO SCALE
iILITY
6x6 PRESSURE
TREA TED LUMBER
(4 EA-3 PLACES
TYP)
TOP OF STRINGER
I I
BRIDGE DECK
1 I
' I LEDGER
d STEEL SHOE
0
0
TIMBER PILE CAP
DRIVE SPIKE 3' MINIMUM;
5' MINIMUM AT,
I ` MID -SPAN
7'=�:I�-
FINISH GRADE
TIMBER PILE
3 BRIDGEABU TMEN T
2 NOT TO SCALE
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l
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6.65 rsw ak: ,� s {a�::-
"I� G \ \ \Ji i .1! 4 y
rv. EBC _"'`. 6.25 ` sr<y3.k`'� Sri r'.>�Yi YyI R
6.65 % ` EP
c . EBC CS 314
WATER 6,04
SERVICE LINE r -
v w gSKErLiALL Af'' 1NG Ep E�
k'r
c� ASPHALT
B T / 5 gpNALT PARK
}
c� A
HALF COUR1. d x x t r
< < haw '' 3 s tt'� ''r 'ix�• sii i iHI.' atyr r
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ti S?LI 5° RA `L >: 1 \ ' tEX15 ATE POS' 3
�!- 1
v y . ./ C-) `o- (c e ✓, �' t
NOTES: s n o FENCE (TYP) y" 6.37 6.32
EP
I. NORMAL WATER LEVEL IS 2.0 FT MSL. 4 - < 1 a,
2. PICNIC TABLES AND GRILLS TO BE OVER iA
PERVIOUS SURFACE AREA. 6.47 t#'
6.80 (n 6.70 zrs : E �r5.� J �' 1
3• WATER FOUNTAIN DISCHARGE TO STONE TS 6.53
.,� fia mf. ..mom r=1 ,.may { >{ J'- sf, Jr,Y,}�vt:" " \ tr.:. �yt t t\, z -,rr�r s,,-r�:!•
FILLED FRENCH DRAIN. > 6.70
6.80 E T d, {
4. 5 x20 PIER TO BE 3' a 'a; EP
ABOVE WA LEVEI. EBC �"� ;fi r "��, .Fr - - 1 h �� cA O ✓ �T'
,{ ye ;.4: dy, ' �'.'is^ ^i,+aSf �t t4. . N �i�-....•^�.�
5. PARKING AREA RUNOFF TO DRAIN AS 5H0W& rK � � �,r'u> � ^ � - :�, ,,,� �.<' � , .:�� �:' � .a:��- _ ..-,� ,•9 `--..�`�- A .....--- ----�. `.�~�- `
�3, �e ' / �, . •::� ,,� ,
AND DISCHARGE TO STREAM VIA A '�r� r < ti: �✓� ,'� . �'�4 < 3 _ - 7
30' LONG EARTHEN LEVEL SPREADER. r, .�� r> Fvplc-fi ti n ! �- ✓ _ - " 8 9 1p = - � =- .�-10 r/ 4.00 `S�Sp
6. COVERED CANOE KAYAK ST`A IN -- "� ; �1 �1 �� . _. _ V - Y _ - --- - Yj"'_ - _!
% G G AREA & O9 _- _� 2- j _ _8- ' EP
OBSERVA 77ON DECK= 585 so Fr WITH 222 so
s M -- =- 11-- E I ! -_
FT WITHIN THE 30' COASTAL SHORELINE AREA. -`- ' ` _ __� ---- _ G
7. CONTOUR LINES SHOWN ARE EXISTING 1I R15' 3.9fA �/ ----�
(�EGEND �l .�=' - _` _ _-- 13 -12- =� - /� i,�if / �- g -t- •_.�_ ' _- - EP 4,., -- -
CURRENTLY PAVED AREAS TO _ - `- --- �-_ _-'-- -,L _� ----- W
BE REMOVED & GRASSED lc��` W \
Ej Q PICNIC TABLE &GRILL _, ,.,.,.�.----ElRY '-- 6--- =' 5.05
J� TSW
__ _--- - - . _ V E WOODS •ROAD _ _ _ -- . _ _ __ _ _ __. T._ _ - _ _ _ �_ . , ...........
3i4" WATER _METER w _ _ -- - 1206) - --
. . . . . . . . . ...
PARK AREA PLAN
y 4�
F t
f
,At
411
f
�✓ c s
c{�
F
BOARDWALk PROFILE
2 NOT TO SCALE
t
�`
m
2
COMPACTED STONE BASE
W/ SCREENINGS ON SURFACE
2x6 (i YP) SET
ABOVE GRADE
SLOPE %4'IFT TO DRAIN
6'
) STONE
NOT TO SCALE
ON S17F TOP OF FH
TBM=5.58 FT (NGVD 29)
DO NOT USE FOR CONSTRUCTION
THIS DRAiVWNG IS ISSUED TO PROVIDE
INFORMA77ON FOR PERM/T77NC
`1111111JJJJJJJ A�o „
Engineers(MAY 9, 2005 , Planners
Surveyors
,• & Associates, Inc.
., Since 1918
SEAL i t 107 East Second Street 8410 wafts of Neuse Road, Suite D
23712 Greenville, NC 27858 [phone] Raleigh, NC 27615 [phone]
4
FycrE��•� AZ.� EN I/1RONME7V TA PERMI TT1NG PLAN
kit ��,.' PARK AREA IMPROVEMENTS & DETAIL
HARRIS TRACT PARK
DATE �9" L os' TOWN OF KITTY HAWK
DARE COUNTY, NORTH CAROLINA
SURVEY CEL DRAFT TWS SCALE DRAWING NO, SHEET
DESIGN WGe Is CHECK WFR AS SHOWN W--2839 2 OF 2
0:\KiTTYHAWK-24365-HarrisTractPark\ciwg\W-2839-1,U.dwg, Layout], 9/U2005 1:39:31 PM