93-06 Oversized Plans 2

4"x8"x10' WHALER
FINAL FILL
3 4"X18' TIE RODS
10' ON CENTER W/
_'TURN BUCKLES
GALVANIZED ,
~-FILTER CLOTH
5/8" BOLT W/ WASHER-'
GALVANIZED TYPICAL
6"X6"-,,
SHEATHING LAPPED
OR TONGUE AND GROOVE
THIS CROSS SECTION IS TO BE USED FOR
PLANNING PURPOSE-S ONLY.
BULKHEAD CROSS SECTION
N C.S.
i
LEGEND
' PROPOSED AREA OF DI 'IURBANCE BEHIND BULKHEAD (17,668 SF)
PROPOSED ASPHALT RO/,DS
- - - 30' BUFFER LINE
- • - - - 75' AEC LINE
SITE DATA:
1. OWNER/DEVELOPER:
3-N-1, INC.
P.0 BOX 3332
ELIZABETH CITY, NC 27906
[phone]
2. THIS PROPERTY IS ZONED: R-15
3. AREA TO BE SUBDIVIDED: 26.48 AC
TOTAL TRACT: 51.46 AC
5, TYPICAL BUILDING SETBACK:
FRONT YARD = 35'
REAR YEAR = 25'
SIDE YARD = 10'
SIDE YARD (CORNER) = 15'
LOTS 67-76 HAVE A 30' REAR SETBACK f CAMA BUFFER
WHERE DRAINAGE EASEMENTS EXCEED TYPICAL SETBACKS,
THE SETBACKS HAVE BEEN INCREASED TO MATCH THE
DRAINAGE EASEMENTS.
6. DRAINAGE EASEMENTS ARE AS FOLLOWS:
10' ALONG ALL INTERNAL PROPERTY LINES,
20' ALONG ALL RIGHT-OF-WAY & EXTEPfIAL
PROPERTY LINES
30' ON PROPERTY LINES ALONG MAJOR CRAINAGE ROUTES
(AS SHOWN)
7. SMALLEST OVERALL LOT = 15,000 SF
B. LINEAR FOOTAGE OF PROPOSED STREETc
PLEASANT DRIVE 950.70 LF
PECANCOURT 431.82 LF
PROPOSED ROAD 693.84 LF
RAND VIEW DRIVE 1,077.32 LF
TOTAL 3,153.75 LF
9. A 20' UTILITY EASEMENT EXISTS ALONG F-L FRONT
PROPERTY LINES.
10. TOTAL NUMBER OF LOTS: 52 + OPEN SPACE
11. THIS SITE IS LOCATED IN FLOOD ZONE "X". "SHADED X" & "AE"
(ELEV. 5) ACCORDING TO FEMA FLOOD MAP 3720892200 J,
DATED OCTOBER 5, 2004.
12. TOTAL OPEN SPACE PROVIDED: 2.09 AG
(POND AREA 1.60 AC)
TOTAL OPEN SPACE REQUIRED: 0.47 AC-
26 X 3.2 (3 BEDROOMS) = 83.20 X 1',"•9 = 9,060.48 SF
N X 4.0 (4 BEDROOMS) = 104.00 X 1'r •9 = 11,325.60 SF
TOTAL = 20,38i• 08 SF - 0.47 AC
13. THIS SITE HAS NO WETLANDS.
14. ANY LAND DISTURBING ACTIVITY WITHIN "•'E 30' CAMA BUFFER
WILL REQUIRE A CAMA PERMIT.
15. NO MORE THAN 30% IMPERVIOUS COVER•t GE CAN OCCUR
WITH THE 75 AEC.
s"
TOP OF DITCH BANK
u
li ..-... ..tee
�r CLASS B STONE
LAYER OF #5
WASHED STONE�
TOP p=-BANK 4" THICK
I I _
010YR=5.56
INLET ELEV. = 3.00
WEIR INLET ELEV. = 4.45
PERMANENT WATER SURFACE CLASS B STONE
ELEV. = 3.00
a
10' 6" SCH 40 PVC TEE
i7 WASHED STONE
PROPOSED EX GRADE BOTTOM OF DITCH IN rr�r ��
RIP -RAP 4 DRAWDOWN DEVICE -
SC
WHALER f tir: , : , r his 3ca r 5 p PIPE
FITTINGS
BULHEAD PILING_�•�-� THREADED PLUG WITHAL
,
I 3 1/2" DIA. HOLE`
DRILLED THROUGH
€ s I SHEATHING LAPPED PROFILE CLASS B STONE
1 I i 1 OR TONGUE AND GROOVE REMOVE SEDIMENT WHEN IT ACCUMULATES CROSS SECTION
TO 1/2 THE HEIGHT OF THE DAM 6' MIN.
1 I FILTER DAM IS TO BE IN PLACE UNTIL CLEARANCE
IT
VARIES J i IS GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
OVERFLOW BULKHEAD CROSSECTION CHECK DAM DETAIL
NTS NTS
r
0
1
r
--a
22,272 SF---:
ROVIDED BY: -�
/02/05
GRAPHIC SCALE
100 0 5 400
I
( IT FEET )
1 inch = 100 ft.
OUTFLOW STRUCTURE - REAR
\\
PRC
DIT(
BE
. REPS
WEB
g
16, 0j,
PROPOSED DIS URBANCE ^''-rf •@- ° PRpP68E@ glftlCHEA
--+ r - •--' •-�
EHIND BULKHEAD .-
(11,185 SF)
Aw
i� �. .da ,..,� ,.......- r••-^f _,...,� ...a- ..--ter __ ,w �.,: - �.� ,.�..✓ r -r .� --•r... �i r- �� r-� •-
r r%�
PROPOSED BULKHEAD -
Ut;1C1IGRfCPIIW
VEGETATED SHELF SHALL BE PLANTED
MTH PLANTS SELECTED FROM THE TABLE
'ROVIDED. 2 OR 3 PLANTS SHALL BE CHOSEN
'ROM THE TABLE.
?. PLANT MATERIAL MAY BE AVAILABLE FROM
.00AL WETLAND AREAS AND DITCHES. THE
'ONTRAC70R SHALL VERIFY WITH THE LOCAL
)FFICE OF COASTAL AREA MANAGEMENT
WETHER OR NOT A PERMIT IS REQUIRED TO
SAKE PLANTS FROM THESE AREAS.
5. APPROPRIATE TRANSPLANTING OR
'LANTING METHODS SHALL BE DETERMINED
kCCORDING TO PLANTS CHOSEN. (PRIOR TO
)IGGING, THE TOPS OF THE PLANTS SHOULD BE
;UT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR
)IG PLUGS APPROX. 4 INCHES SQUARE MAKING
SURE TO GET FULL ROOT DEPTH. THIS PROCESS
SHOULD IMPROVE THE SURVIVAL RATE OF MOST
)F THE PLANTS.)
10' VEGETATED SHELF
COMMON NAME
SC&ENIRC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS VIRGiNiCA
ARROWHEAD/FUCK POTATO
SAGGITARIA LATIFALIA
PERMANENT POOL ELEVATION = 3.00
WET BASIN CROSS SECTION
NTS
i-EXISTIN(, GRADE
H WEIR ACROSS
OF FOREBAY AREA
BOTTOM ELEV. = -3.00
FOREBAY AREA CROSS SECTION
NTS
NEARW "A,CEWT FROPMUY
o.88 Affm (2,800 PT)
NIA'
AAAaS WINMOT
10 -{
EXISTING GROUND
DITCH CROSS SECTION
NTS
DRAWING FILE: GRANDVIEW
PLOT SCALE: 100'
UL5 -A(o