NH_04-035_Rawl

ECEIVED JUN 1 8 200�

RECEIVED DEC 1 9 2007,
NEW IMPERVIOUS
DRIVEWAY (BY 0
GLEAN SAND FILL
PROVIDE P.T. NO
(IF NEEDED) TO R
FROM BACK FILL
EXCAVATION (RE'
BE REMOVED ON
(2) 8" dia. PERFC
NITHIN ROCK THE
PIPES T06ETHER
REQUIRED AND A
PIPE5 LEADIN6 T
LINE BOTTOM, 51C
OF ROCK TRENGI
APPROVED 6EO1
FABRIC (SHOWN I
EXISTING GRADE
1O'-O"w. X 5'-0"d
FILLED H/ #51 M
STONE (DO NOT u
4" MIN. GLEAN 5� L
TRENGH (EXISTING
SPIKED EN05 A�
ARROW INDICATES DIRECTION OF
WATER FLOW ON DRIVEWAY (REFER
TO WATER RETENTION PLAN)
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CIVIL
11
10'-O"w. X 5-0"dp. TRENGH DETAIL AT 0id1\/ENO)'
SGALE: I "=1'-O"
4'-0"W. X 3'-0"dp. ROCK TRENGH
FILLED W/ #51 MARTIN MARIETTA
5TONE (DO NOT OVERFILL TRENGH)
PROVIDE P.T. WD. RETAINING WALL
IF NEE) DED TO RETAIN EXISTG. SOIL
FROM BACK FILLING TRENGH DURING
EXCAVATION (RETAINING WALL5 MAY
BE REMOVED ONCE ROCK 15 IN PLAC
LINE 80770M, 51DE5, AND TOP
OF ROCK TRENGH W/ AN
APpf?AVtD 6EOTEXTILE FILTER
I WN DASHED G MHO )
FABr� C
8" iI PERF=RATED 50GK LINE WITHIN
ROGF, TRENGH (ATTACH TO DRAIN PIPES
LEAE)IN(5 TO DONNSP011 A5 REQUIRED)
EX15T1NG GRADE
4" MIN. GLEAN SAND BELOW
TRENGH (EXI5TIN(5 OR FILL)'
SPIKED ENDS A5 REGIV.
B
CIVIL
. 1 .
APPROX. GRADE LINE
NOTE:
PROVIDE 501L COVER A5 REQ'D.
(WILL VARY FROM 51TE TO SITE)
��a000aoae0000aaaoo�o o�o�o�o�o�o�o�a�o \ \ \ \ e Z.
Baas 000
-
0
4'-0"w. TRENGH
4'-O "w . X 3'-0" Jp. TRENGH )ETA I L
SGALE It= 1'
-O It
,kNA7r=RR Rr=Tr=NTION CALCULATIONS
Water Retention Calculations f I i or Raw Res dense Lot 9 5khnmer Rood, � 9h Island, Figure Eight North Gcrolina
based on
"5tormwater Best Management Practices", by
N.G. Department of Environment and Natural Resources
Division of Water Quality
Water Quality Section
Dated: April Iggq
Based on I" of rainfall over I ervious area per section 8.5 of NGDENR
CALCULATED AREAS / VOLUMES
TOTAL A 2 .f.
0 DRIVEWAY ARE . __........._.„.... 2, 31 sq t
T 2 081 s . ft.
TOTAL SITE AREA ......_.__ ........................... 9, q
TOTAL HOUSE AREA ....................... 4,004 sq. ft.
LAND AREA WITHIN SITE 22,735 sq. ft.
TOTAL POOL DECK IMPERV. AREA._...962 sq. ft.
PERCENTAGE OF IMPERVIOUS AREA ... 31.7%
TOTAL IMPERVIOUS.....-............-..._._.-..7,203 sq. ft,
ZONE I VOLUME TO BE RETAINED ........ 275 cu. ft.
ZONE I AREA .............._ ._. _......... 3,304 sq. ft.
ZONE 2 VOLUME TO BE RETAINED ........ 325 cu. ft.
ZONE 2 AREA ....._ ...._.......__.._..._... 3,899 sq. ft,
TOTAL VOLUME TO BE RETAINED ......... 600 cu. ft.
CALCULATED TRENCH SIZES
ZONE #1: NEN TRENCHES: (2) 28'-O'long X 4'-0"w. X 3'-0"dp. & (1) 8" DIA. TRENGH PIPE EA.
(VOLUME CAPACITY OF EA. TRENGH: 1315 Cu. ft. N/ A551JMED
40% STONE VOID RATIO AND ONE 8" DIA. SOCK LINE)
ZONE #2:
NEN TRENGH: I6-O"long X 10'-0"w. X 5'-O"dp. W/ (2) 8' DIA. TRENGH PIPES
(VOLUME CAPACITY OF TRENGH: 325 cu. Ft. W/ A55UMED
40% STONE VOID RATIO AND TNO 8" DIA. 506K LINE5)
THEREFORE: " " "
Provide -0 total linear feet of 4-0 w X -0 d .rock trench with 18" dia 56 3
P
sock a' zone I e P I f (on long 28 -0g own trench on ea. side of structure as shown
P
on plan). Provide lb'-O" total linear feet of 10'-0"w. X 5'-0"dp. rock trench with
two 8" dia. sock pipes for zone #2. Runoff will be transmitted to the retention
trenches by new and existing gutters d downspouts and by slope of driveway.
LOT 8
S 63°4b 54" E 312.66'
T== LINE OF HALL FRAMING BELOW (TYPICAL) INDICATES DIRECTION OF WATER ROW IN 6VIl
1
28,-0' (ROCK TRENGH) 1 .
\ FENCE BY OTHERS INDICATES DIRECTION HEN TRENGH TO HAVE 0) NOTE N64 OR EXI5TIN6 CORRUGATED PLASTID DRAIN
1 \ OF WATER FLOH IN m �� 8' DIA. PERFORATED M05T GUTTERS AND DOWNSPOUTS PIPES (FIELD VERIFY EXISTING CONDITIONS AND ---------------------------------------__ I C
1 TRENGH (TYPICAL) SOCK LINE A5 SHOWN SHOWN ON THIS PLAN HAVE BEGIN CONNECT TO TREIGFIES AT REAR OF 5tRi1GTUREI
PREVIOUSLY INSTALLED,
A_ �- \ NB H 4'-05r. X Y-0' ROCK TRENCH LINED W/ AN f O M HERE NOTED 07T t WI5E � -- 1 �` Q
\ AF'PRCNED GEOTE)LE FILTER FABRIC FILLED W/ �5T O ----- -- -------------------- ---- ____--___- -- _-___________--- _______________- = ADD NEW
V r ` - _ ' `----- poWNSPgIr
--------- -----
MARTIN MARIETTA STONE (28'-0' OF HEW ROCK TRENGH To Q r - .-r- -- --�, --- -�, r ------------ - --- ------ ------ - - - - - - - - - - - - - -- - - - - - - - - - - - - r
BE LOCATED AT THI5 SIDE OF STRUGTURE FOR ZONE xU - - I Q
----------------' --- ---,�-
\ i STEPPING STONES BY OTHET'S11 1
\ \ Ra f / SEPTIC FIELD BY OTHERS ! (x
50A' SETBACK LINE FROM MEAN `' w/ W
\ HIGH WATER LINE (NO TRENCHES ZONE #1/ nl N/
j ,,,, ,,, • , i/ jam,
MAY BE INSTALLED ON WATER �� ZONE #1 I
SIDE OF TH15 LINE) ' C ~
+t1 CO
\ ZONE #1 C��lVJ1J
\ SPA W O
r
\ \ Z 'N N N N N
ZONE #1
r ZONE #2 '
PLANTER- '
I / 1
Z ADD NEW GUTTER
PROPANE TANK BY OTHERS
POOL N ,, Ti i i AND DON NSPOUr
ZI-o
AT THIS LOCATION --
O/ \
All
�+ N `"' PLANTER
ZONE 42
EXISTING DRAINS AT POOL DECK y O > �i' ZO �� tt • i i '
(FIELD VERIFY EXISTING VERIFY EXTENTS OF N1
\
TRENGFES AT REAR OF STRUCTURE)
SY f// O �� �:• �ii i �� IMPERVIOUS DRIVEWAY NU
co
MASON'S CHANNEL \ I CONDITIONS To ARGHITECn1RAL PLC
Ail
\ \ / O \NEJH TRENCH TO HAVE PERFORATED SOCK LINES AS DIA.
/
\ NOTE,
IMPETtVi0U5 POOL DECK TO /
O \ BE SLOPED AS REQUIRED !•.�`\`I . Y IIb'-0 (ROCK TRE'�N) �(
TO DIRECT RUNOFF INTO w / Z _ /. NEW 10'-0'H. X 5'-0'clFl. ROCK
�- EXISTING DRAINS I• _. Z c\; '• - - - - TRENGH LINED W/ X
\ O N - - APPROVED 6EOTEXTILF /
g /
I %1• a� N -
'`'`� ^-'•ZONE #2'-;'^ i rL-- �'1' _���, F, FILTER FABRIC FILLED W/ MSl
1 w MARTIN MARIETTA STONE /
tI
\ r ► : r Ob'-0' OF NEW ROCK TRENGH /
\ ��>
� � �' > w •`- :.�: ,, •.,',.. { F TO BE LOCATED BELOW
1 - EXI5TI% BULKHEAD a '+�� I DRIVEVWY AT THIS SIDE of
uJ y't jl ZO 3' MIN. CORRUGATED PLASTIC PIPE ZONE /
: TO DIRECT WATER RUNOFF FROM STRICTURE FOR �7J /
TO TRENGH SIZE PIPE /
AS REO'D 4R DOYINSPOUr)
FC/ of
N 7
Z < -
S
i
Ti
I -
ZONE #2.
I O•
I i I I
I O i I I I I I I 'ND5' I I I I i w I '(2) I 'SQUARE' I 2'X12
I I I I i i I i
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ISIMILAR)-
9 ' GRATES
I i - I I 1'OR I
I 1I I
T'
T
o
I Y OTIHERS
i BOARDWALK B
I
EXISTING PIER I I
NEW
I
I
EX 5 O'
I � F Wfi "V I .T • SURFACE OF I � I I N / i I
I
I I I I /
II I� I G I I
I I
I
I �' b I I I 9 w
t I T• ' DRIVEWA I
i I -o• Y 120'
I
I (r1oDE1
I I
u Z
I I
i I NE 1 ZO # NE 1 � I ZO #
i I
I ! 12 I 1211 12 1125 . _ OR 2 'a'r )
m O _ r
1 ro ' ri BLAMER. N r /
ZONE > �; ZONE#2 > at j
r--
I I• w
/
ZONE #1 1 ' SEPTIC EQUPMENT Al
11 t ! I ZONE #1 ZONE #1 //i ZONE #2
BY OTHERS � �• �' '
I PLANTER: - - - - - _ _ _ - _ „ LOT 9 SKIMMER ROAD
- I
1 I ! ------ - ---, y
- ADD NEW GLITTER
1 I y - --_-_____ - AROUND HIGH ROOF T AREA
-A- 1---------- i� 1 �'I i y I �� �_�!Lil TOTAL L O
? 5 NG CORRNECT WATED CONHEW GUTTER AT HIGH 29 081 +/- S.F.
1 �1
1
1
l•�/
I I �x� ..� Lill,`;.� �_•-+{�-q ' � �r- NEW OR EXI TI ,
PLASTIC DRAIN PIPES (FIELD ROOF W/ LOWER 6UFTER AT 1
-�•� VERIFY EXI5T1% CONDITIONS THIS LOGATION W/ NEW .668 ACRES 1
NE'1 4'-0'w. X 3'-0'dp. ROCK TRENGH LINED H/ AN 21 (ROCK TRENGI,J AND CONNECT TRENCHES DOV8N5POUT AS REQUIRED
APPROVED 6EOTEXTILE FILTER FABRIC, FILLED W! 057
AT REAR OF STRUCTURE)
MARTIN MARIETTA STONE (28'1 OF NE9 ROCK TRENGH TO
TYPICAL DONt<SPQUr SHOWN THUS
BE LOCATED AT THI5 SIDE OF STRUCTURE FOR ZONE vU
S 63°45'v4" E 312.66WATER RETENTION TRENGH NOT E5
'
1) SOILS MUST HAVE A MINIMUM WATER INFILTRATION RATE OF 05� INCHES PER HOUR AT THE BOTTOM OF THE TTtENGH.
LOT 10 2) ALL INFILTRATION TRBJ64-1E5 SHOULD BE 516HTED A MINIMUM OF 30 FEET FROM SURFACE HATER, 50 FEET FROM CLA55 SA HATERS, AND 100 FEET FROM ANY HATER
SUPPLY HEi15
3) THE BOTTOM OF THE INFILTRATION TRENGH SHOULD BE A MINIMUM OF 2 FEET ABOVE THE 5EA50RAL H16H HATER TABLE, WITH GREATER SEPARATION DESIRABLE.
4) THE BOTTOM OF THE INFILTRATION TRENGH Ml BE A MINIMUM OF 3 FEET ABOVE ANY BEDROCK OR IMPERVIDU5 HORIZON.
5) THE BOTTOM OF THE TRENGH MUST BE LINED WITH A LAYER OF CLEAN SAND WITH AN AVERAGE DEPTH OF 4 INCHES
b) THE SIDES OF THE INFILTRATION TRENGH MUST BE LINED HITH 6EOTEXTILE FILTER FABRIC.
1) INFILTRATION TRENC44E5 SHOULD NOT BE CONSTRUCTED ON FILL MATERIAL, BUT MAY BE ALLOWED ON A CASE BY CASE BASIS.
8) RUNOFF SHOULD NOT BE DIRECTED INTO AN INFILTRATION TRENCH UNTIL THE DRAINAGE AREA 15 STABILIZED.
qJ TRENCHES, DOHN SPOUTS, PLASTIC CORRUGATED PIPES, AND TRENGH DRAIN GOVi SHOULD BE INSPECTED AND MAINTAINED AS REQUIRED TO ENSURE PROPER
CONTINUOU5 OPERATION.
IOJ KALK5, OR FILL GRADE MAY BE PLACED ABOVE ROCK TRENCH.
T I ®N F L. 141l N 5 C ,A, L E: I ' I - 10 I _ o I I R I IIJ DO NOT DRIVE VEHICLES OR PLACE HEAVY EQUIPMENT OVER TRENGH DRIVES, HALKS, OR PARKING PADS. THESE ITEMS H15T BE DESIGNED TO SPAN OVER
(SHOV\1ING TRENGH LOGfNTIONS)
TRENCHES. NONCOMPLIANCE MAY RESULT IN DAMAGE TO DRAIN PIPE.
12J HHEN LARGE PORTIONS OF THE TRENGH ARE COVERED BY NONPOROUS MATERIALS, CATCH BASINS OR TRENCH DRAINS MUST BE PROVIDED FOR PROPER WATER
Ni INFILTRATION. (SHALES MAY BE PROVIDED TO DIVERT SURFACE PLATER AHAY FROM IMPERVIOUS AREAS TO LOCATIONS WHERE HATER MAY PENETRATE SURFACE INTO
I) 5EE 51TE PLAN FOR SPOT ELEVATIONS AND CONTOURS OF THE LOT. TRENCHES PROPERLY)
2) VERIFY LAMA 5ET5A6K5 (IF ANY) BEFORE TRENGHE5 ARE IN5TALLED. 13) WHEN FILLING TRENGH WITH ROCK, TAKE PRECAUTIONS 50 AS NOT TO CRUSH PERFORATED SOCK LINE WITHIN TRENGH.
14) IF 51TE 0135TACLE5 OR UNFOR5EEN DE516N COMPLICATIONS R'QUIRE TRENCHES TO BE RE5IZED OR MOVED, CONTACT ENGINEER PRIOR To CONSTRUCTION TO
Discuss P0551BLE PLAN REVI510%.
LEGEND:
-> DIRECTION OF WATER FLOW ON ROOFS
mi DIRECTION OF WATER FLOW IN GUTTERS
))) DIRECTION OF WATER FLON IN TRENGH
■ INDICATES DONN 5POUT LGTNS. IN GUTTERS
® ZONE #1 IMPERVIOUS ROOF AREA
TO BE DRAINED TO TRENGH
®OR ZONE #2 IMPERVIOUS ROOF OR DRIVEWAY
AREA TO BE DRAINED TO TRENGH
ROCK TRENGH LOGATION5 5HONN THUS
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PLANT LIST
QUANTITY COMMON NAME
SCIENTIFIC NAME
Gardenia •asminoides'August Beauty'
SIZE
3 GAL
5
A'u ust Beauty Gardenia
8
ICarnellia
Camellia sasan ua
3 GAL
2
Crepe myrtle (purple)
La erstroemia indica 'Muskogee'
B&B
5
Dwarf Gardenia
Gardenia 'asminoides'Radicans'
3 GAL
11
Dwarf Pittos ovum
Pittos ovum
3 GAL
12
Evergreen Giant Lirio e
Lido e muscari'Evergreen Giant'
1 GAL
3
Fatsia
Fatsia JaponiGa
3 GAL
75
Fountain Grass
Pennisetum alo ecuroides
3 GAL
9
Gardenia
Gardenia •asminoides
13 GAL
13
Hydrangea
Hydrangea macro h Ila
3 GAL
8
Japanese Black Pine
Pinus thunbergii
25 GAL
400
Lido a
Llrio e muscari
4" POT
1
Little Gem Magnolia
Magnolia randiflora'Little Gem'
65 GAL
4
Live oak JQuercus
vir iniana
5.5" CAL
14
Majestic Beauty Hawthorn
Ra phiole sis umbel lata 'Majestic Beauty'
25 GAL
23
Palmetto palm
Sabal palmetto
6' -18' HT
25
Pink Muhly Grass
Muhlenbergia ca illaris 13
GAL
100
S artina
S artina 13
GAL
11
Tree Form Wax Myrtle
M rica Cerifera
B&B
4 IWhite
Oleander
Nerium oleander 13
GAL
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O
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pALs�tE-ITO PALMS
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DRAINAGE NOTES
O 2'-4' berm on both sides along property lines to contain water
within property
O 2'x2' French Drain on both sides of house under lawn
o Roof water channeled through perforated pipe to rear of
property into 2 storm water retention areas (5' x 5' x 5')
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