SW8000720_APPROVED PLANS_20000921

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW Dog��o} (�
DOC TYPE I ❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
I WYYMMDD
A

t-
VICINITY SKETCH
LEA
o
DENOTES
IRON STAKE
♦ C /I
DEN O TES
CONCR£ TE MARKER
0 M/H
DENOTES
SEWER MANHOLE
C/O
DENOTES
SEWER CLEAN -OUT
2 W/m
DENOTES
WATER METER
0 H YD
DENO TES
FIRE H YDRAN T
C/B
DENOTES
STORM CATCH BASIN
♦ PP
DENO TES
POWER POLE
+ 96 50
DENOTES
EXISTING ELEVA TIONS
96
DENOTES
EXISTING CON T OURS
I�
DENOTES
FINISHED GRADES
DENOTES
5 000 LUHIN ON 30 POLE
CREPE MYRTLE (LAGERSTROEM IA INDICA) 6'-8' PLANTED HEIGHT
Ii
D FLOWERING DOGWOOD (CORNUS FLORIDA) 6 -8' PLANTED HEIGHT
RED MAPLE (ACER RUBRUM) 6' -8' PLANTED HEIGHT
UF'
BRADFORD PEAR (PYRUS CALLERYAN) 6 � -8 PLANTED HEIGHT
JAPANESE HOLLY 36 ' PLANTED HEIGHT
'1'�wry
B. M_ ELEVATION = 50.00 (ASSUVED
TOP OF MANHOLE
1
J,
----- --
49
I U I G = �" • = PROP L ANDS CAP£ T 1HBER CURB F-;'
- 5r5-09
Y 4�SL45--�
PROPOSED ASPHALT DRIi� v
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.Y�AAYArQA
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PROPOSED BUILDING
` HI c
' PHASE TWO ,
�. IrrplrC F F ELEV = 51 S
x Z Q 7 7
M/H
TOPS 50 00
1NV - 45 37
CL
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BUILDING
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PHASE
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N 15 ••�1 44'
7}-Y1'7jY,�T� ..�JN I PER € JJN I PERUS PLUM 7SA I..O A CTA i --� YA7 1 /•Y Y.L rj • 1.T a -
AYAYATAYAY. - — Ti Y T 4
YAYAYAYAYA - I-S !-6 A �YlY wi
,�,Y,L,YATAT,�Y. PLACED A T 2 ' O C EACH WAY :
•� �Y.11
,Y M� r NOTE, POND EXCAVATION MATERIAL TOtY-
} PROPOSED ASPHALT DRIVE AND PARKING �, Y RF WASTED OVER PROPOSED Pa.4KlNG f` -
L I LYTURF (L I R I OPE MUSCAR I) _ 1-7 Y ' AREA
13 Rarking spaces Y T�T�Y
'�e��•' SINGLE ROW SPACED AT 3 OC _ L'' T Y Y f•s �7�,7, _ T Y /JE[
J-
ii Y Y o Y 1pp 15 NOPE IPE 0 V,', - - qe yY�L I 1-8
OWNER RESERVES THE RIGHT TO CHANGE THE SPECIES OF TPEE; AND , D Y � Y Y
\ Al +
SHRUBS PROVIDED THEY MEET NE'N HANOVER COUNTY SPEC , F I CAT I OIVS aT, �r�T, "�' Y NOT£ CLEAN ACCLNULATED SEDIMENT �� o
Ar,r X CALCL94'IL}6 r-li FpR 10 Y'F49 1704Y (S:NG T•E R4rlCWAL WE NOG
RLM:?FF' CAL ftX A 7!OVT
�LCL Il"E CAR4C;Tf
to%qL
•0'NT
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(
0
Sf.F
S
Y
0
FL4 L
O AS
i0
S t
0 BS
2 0�
lf'
TO-2
06
3 '15
552 12 68
1 10
10
5, /
0 6s
5 09
1 !! '
0 2(17
3 46
6 10
83; 3 4E
S i TE DA ra
I
ACREAGE IN SITE
3 000 ACRES
2
N04BER OF BUILDINGS
1 BLDG
3.
GROSS AREA IN EXISTING BUILDING
6-579 S F
4
GROSS AREA IN PROPOSED ADDITION
4 132 S F
5
NLWBER OF PARKING SPACES REQUIRED
70 SPACES
260 SEATS O I SPACE PER 4 SEATS
6.
ACTUAL N0YRER OF PARKING PROVI ED
92 SPACES
7
NCWBER OF HANDICAP SPACES
2 SPACES
8
GROSS AREA IN DRIVE. PARKING 8 SILENALKS 43 176 S F
9.
GROSS AREA OF LANDSCAPING REQUIRED
3.454 S F
10
GROSS AREA OF LANDSCAPING PROVIDED
3 646 S F
ISLAND 1 AREA
326 S F
ISLAND 2 AREA
386 S F-
ISLAND 3 AREA
386 S-F
ISLAND 4 AREA
393 S F
ISLAND 5 AREA
386 S F
ISLAND 6 AREA
386 S F
ISLAND 7 AREA
400 S F
ISLAND B AREA
983 S F
11
S I T£ TO 8E SERVED BY PURL IC WATER AND
SEWER
ENVIRONMENTAL HEAL TH XPARTMENT
12
NO CCWSTRUCTION TRAILER TO BE USED
13
PROP PHASE TWO DEVELOPED AREA
51,500 5 F
14
NO A'ETLANDS EXIST ON SITE.
3 48 o FRO,NDETENTION T I ONPONDFOL L OW G � _ - - - . - - - - ►° m o I
CLU1PL S
ET:ION OF I TE CONS TRUCT ION r��
`i E/ROERL PERM
sPr�L■s� 61 46 eo 1111 LETE^NTION
45 _ RP'S 50
FMERG � SpLLLW4Y EL, 48 5D 44 �xY
v
• OUTLET i'PE EL= 46 90- : __ 4J o f - 15�
POND St. £L - 42 8O : >:1 I •�
`r
_ PERH POOL SJRF4C£ AP.EA = <.620 S F
4• "•� 141 3 Y -'32 S: -■ _ N ib•3? 51 -�
=c 7
.a ...--._`_..- -------- -- ---
�r—r
1NV = 46 50 'Iytl-'----------------- ------
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119
� 744� 50 JI
j{[1
- - _ _ _ -
N N. C. HW Y 132 `
APPROVED %�
NORTH CAROUNA ENVIRO=' AL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Data ,n � P 000
Starmwater Permit No
O �,t5 ..
, ,
. 0 �
STORMWATER
R ECEIVED
SEP 2 0 2000
wm r
4

.'OP OF Mf i R ELEV. - 48 J
VD V i E W
�E E_a=Ey
-t -
L i U
THE OVERFLJI PEAR SHALL HAVE AN EXPAAfXD METAL
IGRAT!NGI TRA504GLrd4D PLACED IN FR,*T Of THE
HEIR AND PLILi.ED GtER THE TOP
I d ' HDPE I
PIPE INV. • 46 9 I 6 ,
SL GCE- -T
�Ft
! ♦ IS 6 3
2 x 4 woad frame
T
max
3.
# i
min
I1
%�
Drop inlet
with grate
�-- }• Frame
v
�I
y
_ Gather
excess
at corners
t. E VEc- TZA5A42
F�_gcn E41=
TEMP STORAC-E E-Ell 18 C
FERNANENT PC'. ELE4 - 46.9
BCTTo4d ELEj- - 42 8
•f :J ` -
rYpF -r -. FgAL T ,UFFACE
�'(T r-. !!• �_-, Ji �'�:� F';r c}= ��P�-�79�;,.ti 1; 7f -.p;�eJ�� °�,x.'a
• � �+i' �LIH T4 Y
CR '�� �
T
1 LJ
Stake
Buried fabric
5iTOP - ♦6. 4
EARTH WEIR
Di TENS ION POND SECTION
SCALE i . = 1 0'
PROP. 15" 7 NLE-
PIPE EL.-4-:t
l '
RE
I
MWINGSEFZVEDI
! - i
i
f
i MAX lMUM
FENALTY
R7 - 8 AND R7 - 8!D
COLORS
LEGEND AND BORDER - GREEN
l W ITE SYMBOL ON BLUE @ACKGROUNO
BA CKGROiJNG - WHITE
SIGN TO BE PLACID TO IDENTIFY
HANDICAPPED ACCESSIBLE PARKING
SPIN CES .
AND I CAPPED
�PKINO SIGN
VA
v
11V
TRENCN — —1
PEAM END
:vw DRAIN
i OiERFLON
J113DIA PIPE
DIAMETER
h'•
BURY BOTTOM
OF PL Y0000 3/4 ' £XT£R I OR
PL YNOOD
PL yrow INLET PROTECT ION
,I POR
STORM DRAIN UVOCR CONSTRUCTION.
NOT TO SCALE
5 `0 • MIN- .. r� Mill
rill 4
REINFORCED S TAB I L IIED OWLET
SLPFCR7
F!L 'E*
IAIE11AC
s�ccg car.«Eo
Parr Is
SOIL
iF/ I1 W,
EXTENO A • er rAF
-Ar au -prow
SOIL BACKFILL
IN$'TALLATIfON
a
fi
12 GAUGE 4 'X 4' OR Z'X 4' MELOCO EfRE ROWED ONTO
P£RFPRN£D CHANNELS CW METAL POSTS, OR FASTENED
TO CEDAR OR MOOD POSTS Wi NO. 8 STAPLES.
ULTRAVIOLET RESISTANT MAX) M/RAFf FABAP/C
OR EOUI VALENT SECURED TO ff/Rf y/ METAL
CL 1 PS OR WIRE AT B ' ON MY TER.
KAX. SED11yfENr STORAGE LEVFL. IPEMOV£
r SEDIMENT wlEN THIS LEVEL IS REACWD
OR AS D I A�-CTED BY CONSERVATION
- • INSPECTOR.
SWET DRAINAGE (OVLY)
NATURAL DRAGS
CARRY APPROX. 12 • OF FABRIC INTO TRENCH.
i
Y
COVER M/SOIL 9 TAMP BALXFILL.
iJ.,rLii-_
E- I5
CARRY 6 ' OF FIRE INTO TRENCH.
lip � !41
gyp ?'=11i� III it
-
METAL. CEDAR OR I -X I - TREATED MOOD POSTS AT 100 C.
rIVft"
MAX.. CEDAR t 0000 POSTS SHOULD X 3' DEEP MIN.
GRAVEL BALXF1LL INSTALLATION
V
NOTES:
NOTES: A. TOTAL DRA/NAOC AREA FLOWING TO SILT
I
INSTALL SILT FENCES AS SHOMIV ON S 1 rF PLANS.
FENCE MAY NOT EXCEED I ACRE.
2
DRIVE POST SECURELY. AS LEAST 18' INTO GROUVD.
8. sit FENCES SHOULD NOT BE LGED AT
SPACED A MAXIMLN OF 8 FT. APART IF SUPPORTED
PIPE OUTLETS OR /N AREAS OF
BY WIRE. 6 FT, IF £XrRA STRENGTH FABRIC IS USED
COVC£NTRATED FLOW (CREEKS. D/TCHL INES.
WITHOUT SLIPPORr WI17E - ADJUSr SPACING TO PLACE
SWAGES ETC. I
POST A LOW POINTS At ANO THE- FENCE L /NE-
3
PLACE SUPPORT TIRE FENCE TO UPSLOPE S/CAE OF POST
6. 0. C. HAX
AND EXTEND 6 IN. INTO Th£ TRENCH.
4.
ATTACH CaVTINODT LENGTH OF FABRIC TO UPELOPE SIDE
OF FENX POST. AVOI9 JOINTS AT LOW POINTS IN THE
FENCE LINE. *CRC JOINTS ARE NECESSARY. FASTEN
FABRIC SEGUR£L r TO SUPPORT FOSr AND OVERLAP TO
TI,E NEXT POST- PLACE TiC BOrraY I FT OF FABRIC
SILr
IN 8 INCH CE£P TRENCH LAPPING TOWARD rh£ U#PSLOPE
SIDE' AND BACXFILL /ITH COMPACTED EARTH OR GRAVEL.
4—
5.
PROVIDE SHALLOW' SE01 M£N r STORAGE AREAS ON UPSL OPE
S/LIE OF FENCE AND PROVlal 8000 ACCESS FOR CLEANOUT
6
PROVIDE STAB/LIZEDOUTLETS WhIERF SHOWN GYV SITE PLANS. j
7
SET OUTLET ELEVATIIIN SO THAT WATER DUP CANNOT
EXCEED 1.5 FT. A TIC LOWEST POINr At ONO TW FENCE
8
S£T FABRIC f!E/GHT IT I Ft MAXIMUM BETIIEEN SUPPORT
}s STORp PIT
POST SPACED NO MOR! THAN s Fr. APART INSTALL A
FL OM
HORIZONTAL BRACE 6 TAIEEN Thf SUPPORT POST TO S£RVA-
S£p)14E�T
FLOW OF
AS AN OVERFLOW ME/f AND TO SUPPORT TOP OF FABRIC
H0
9.
PROVIDE A RIPRAP SLASH PAD AS SHOWN ABOVE,
10
EXCAVATE FOLIVDATICY FOR SPLASH PAD A MIN/MLAY 5 FT
TO INCREASE STORAGE CAPACITY AND
WILE. I FT- DEEP AD 5 FT- LONB ON LEVEL ORALE.
PROLLWG rw LIFE OF Th£ SILT FENIr,
THE FINISWO SURF" OF rhC RIPRAP SHOLD BLEND
IT /S GCN£RALLY ADVISABLE TO DIG A
W/TN rHE SURROLNDNG AREA. ALLOWING NO OV£RFALL.
PIT IIV FRLwr OF YOUR S1Lr F£NLE
THE AREA AR04NO TIE PAD MUST BE STABLE.
WiCNEVFR POSS/BLE-
S IL T
FENCE DETA ILL
NOT TO SCALE
CAR -'•.,
_ �0
24916 r
41
'�idi�lkf�s� D