20130891 Ver 1_Site Plan_20131126

Fj jL. TEP
4b3.0 I 30s
K ) 40 .4
V- // �� / #57 ONF ON
FIL R FABRIC �� r
ENGINFE' RED l /v 10
FICTER STRIP o I /
�! _- r I INFORCED
- - ------
/ / • 0 r CI4�N N EL I
403.0 j % LEVL /I
SPREADER/ LIP
I 1 /
/ F6REBAk
NOTE:
FILTE /STR�'' TO ,�E /(
PERMANENT/ r I
- \ - -MAINTENANCE`S ' °� ��`� GR D A/F A FIFO M
CASEMENT i i � j % /� T�ANSVE$SE $LOPE.
THEN, Fr.TE 'STRII��"MUS,T
�E C ERED WIT 6" i
F T PS01 / AND 0
/ �\ I I I I �--2 /M
AX SL�pE 8$.
S DFSED.
7� %
\2-0 PUB �C
I �RAI AG MD I
CCITSS SM IT I I 1
�X I
\ I I 1 I ► I� I I I I � I � I I ' I
I I I I II j ' it
CHANNEL DESIGN D -2 I 1 I I I
HIGHWAY METHOD
D.A. = 1.36 ACRES
Q25 = 5.57 CFS
USE MANNINGS EQ. 1 '
B= 3'
3:1 9.0 • 3:1 n = .035
SIDE SLOPE = 3:1 I I I I I \ \
CHANNEL SLOPE = 1.1% \
DEPTH = 0.53' V25 = 2.29 FPS
b = 3' USE COLBOUND INC. ENKAMAT II LINER
T =YDS 62.4(0.53).011 = 0.4 PSF
T (ENKA MAT) = 2.0 PSF
LENGTH = 84'
LEVEL SPREADER PLAN VIEW #1
SCALE:1 " =20'
0
I r
I
I I I I r
// �° \ \ r t I I � I I ► i � I I I 1
FO 1
I I 1 1 1 r I 1 1
I I I I -3'
PERMANENT I I
MAINTENANCE I i I I ` i I I i' EASEMENT i I I I i � I 20 F�U3WC I Df�AI A A�1D \ \
ACCE S BSM'IT \ \ \ \\
396.0 i .0 a I I I FOI�EB Y I
E GINE!ERED I 1 �8.4� moo i I I
FIL ER STRIP 6EIN OdC6 1 \\ \
i I HANNEk rr \ \\ \
\ / , 1 I LE EL
\� r 30 SP EADER IP
ILTQR SIT I� I I #5�' ST�NE `ON \\ \ \ \
' ! I rFILYIER rABR C
00 0) O N M < \ r
rn rn rn O o o t9 �- cA
\ \ M M r
\\ \\� 1 / N� TE:r
Q \ i ; FI TEi� ST IP �O bt- rr r \\ 1\
G A Al A IUN00 RMI I r 1 \
T ANS ERE S OR. I
I T EN, �FILT R TRIFI MU T
\ I I I B COVERED NINTH 16"
T(r SO L ACID SIODDkD.
i I AX. ISLO E 8!.
/ I I I
CHANNEL DESIGN D-3
HIGHWAY METHOD
D.A. = 0.28 ACRES
Q25 = 1.14 CFS
USE MANNINGS EQ.
B = 3' \ °
3:1 9.0 3:1 n = .035
SIDE SLOPE = 3:1
CHANNEL SLOPE = 8.0%
DEPTH = 0.13' V25 = 2.59 FPS
b = 3' USE COLBOUND INC. ENKAMAT II LINER
T =YDS 62.4(0.13).08 = 0.7 PSF
T (ENKA MAT) = 2.0 PSF
LENGTH = 75'
LEVEL SPREADER PLAN VIEW #2
Construction Sequence for Level Spreader
1. Grade Vegetated Filter Area.
2. Excavate Vegetated Filter Strip Swale
3. Install Concrete Level Spreader Lip.
4. Install Level Spreader Swale.
5. Install Forebay.
SCALE:1 " =20'
LAYER
3" LAYER
3" LEVEL SPREADER LIP #57 STONE
LEVEL SPREADER LIP 1 #57 STONE 1 30' WIDE
30' WIDE
ENGINEERED FLOW PATH ENGINEERED
FLOW PATH FILTER STRIP FILTER STRIP
a: WITH 8% SLOPE
WITH 8% SLOPE
3.• _ • ... 7 0.5 3•. _ .. .
,
2 2
CHANNEL 3 FT WIDE CHANNEL 3 FT WIDE
STRIP OF STRIP OF
FILTER FABRIC FILTER FABRIC
APPROPRIATELY SIZED APPROPRIATELY SIZED
CONCRETE FOOTER CONCRETE FOOTER
LEVEL SPREADER PROFILE VIEW #1
SCALE :1 "=2 1
LEVEL
SPREADER
DRAINAGE
AREA
C
11STFLL SH Q
AND 1CYR
FACTOR
FORBAY
LENGTH
#1
0.92 AC.
0.5
7.2 3.31 CFS
10
6 SF
34'
#2
0.28 AC.
0.5
7.2 1.01 CFS
10
6 SF
11'
#3
1.8 AC.
0.5
7.2 6.48 CFS
10
24 SF
65'
LEVEL SPREADER PROFILE VIEW #2
SCALE: 1 " =2'
STORM SEWER - PIPE CHART
DISSIPATOR DESIGN
PIPE SIZE DRAINI Q25 LENGTH SLOPE INVERT INVERT SIZE
AREA, CFS FEET % IN OUT LENGTH WIDTH D50 LINING
Ac FT FT THICKNESS
PIPE G 18"HDPE 1.8 4.45 60 0.83 405.50 405.00 9.0 4.5 6" 18" CLASS B
-7 ') V
ly1'El�' ST
3
1 1
l j r II i l k REfINkOPC(D I
CHA NEL
NOTE: ( 1 f' I I j I I I
FI(�TER STIkIP 1�0 BV 1 1 1 I V�L
GRADED AT A r UNI OI M I 1 SPR�ApE LIP
f RANSVEf SE LOP . i I
/THEN, FILLTER )STRI MqSl #5 SITO I E 0 1 / 8�! /
BE COVERED WITH/ 6' t 1 FIL Edd F B i i 0
OIL
OF TOPS ND �SgbqE I `�
I
MAX SLOPE` ?M t I I o ( -4- / I
i I I
b
% lI Il i OREB�Y rr I I E
I I Imo\ \ D�AIW GE \ \ ANDS �\
ACCES!� E�M 9 Tr\
PI
+00
1 /
II
m
LEVEL SPREADER PLAN VIEW #3
SCALE: i" =zo'
/ c y
/ 3
1
I z N
=Q• �o -
U 0 U)N
-,, o ••......••
N MSG .
7�- - 0-0
f
i
� ON rn
rr v ....
C)
to
Q ZV
pal
z zoo
l W •U
Or
t
o
� o
t �
I
GRAPHIC SCALE
(IN S)
1 inch = 20 ft
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
793�

WAKE COUNTY BOARD
OF EDUCATION
PIN 0782 -03 -3621
D.B. 8251, PG. 764
USE: SCHOOL
� / I
DIMENSIONS LISTED ARE FOR BOTTOM OF SEDIMENT TRAPS AND BASINS.
ALL SEDIMENT TRAPS AND BASIN TO HAVE POROUS BAFFLES.
SKIMMER /RISER BASIN #1 -3 TO BE CONVERTED INTO STORMWATER PONDS
LC T 27\ \ �✓
L�T 26 i
X2 \ \ \\ \ \ \ \ \ \ \ \ \ \
31,900 I
Y,* T� 3 0 �0q NIE\ RA ` ES S�_ I I
STORM SEWER - PIPE CHART
C \CAMPBELL
DISSIPATOR DESIGN
- 923%
D.B PIPE \ \ \ \ \ \ \ \� \ \ \ \ �� / \I i \ PIPE SIZE DRAIN Q25 LENGTH SLOPE INVERT INVERT SIZE
/ GLE T-,AM2� \ \ \ \ \ \ \ I \ \ \\ \ �� LOT- 28, \\ \ AREA CFS FEET % IN OUT LENGTH WIDTH D50 LINING
Al I / \ \ \ \ \ \ LOT 25\ \ -31,090 \\� Ac FT FT THICKNESS
DONALD F. & R DNEY /`, - -/ /- \\ �\ \ \\ \ \ \ \ \ \ \ \\ \ \ \\ \ \ o
BEI \ \\ \ \ \, \ \\2�' TREE \�c\ VE\�E\F�AT\I(J \ \ \\ \\ \� + `�� { \� \\ \\ ��tPE A 18 HDPE 3.1 7.83 48 1.0 410.00 409.52 9.0 4.5 6 18 CLASS B
PIN 0772 -83- 282 \ � I - - \ - - \ \ \ ° \ \ \ - � '� � � � \ � >,
D.B. 13754, PG. 1895 \ \. _ I _\ \ _ _ \) \) I 1 ) (P�oTEingN 'ZONE \\ owl \\ \e \� \e \�\ - ��rExlsT. � � '-' \ \\_ � .�PE B 48 HDPE 45.3 74.3 64 1.0 398.64 398.00 32.0 12.0 13 24 CLASS 1
USE: VACAN
STRUCTLLms-75 T -
_ I / / TO BE° ',_. -\ �° \� �PPIIPEEC 18 "HDPE 1.0 2.84 48 3.13 414.50 413.00 9.0 4.5 6" 18" CLASS B
I T _ / J i I I \ e�MLiS�Q -pTI1f�B�A�lG� �- E D 18 HDPE 1.2 4.05 48 3.54 410.70 409.00 9.0 4.5 6 18 CLASS B
\ \ _ _ - R S1W RTC \ " "
24 \ - - _ - - PPE E 30 HDPE 9.6 18.2 84 5.00 380.20 376.00 20.0 7.5 13 24 CLASS 1
43,007 / \ \ \ \ \ �` L�� 9 ��__
\ - / / I SF. \ o o \ PIN 072 -m3- 150 W F E. S.
o o \ -. 31,6 � \ \ / .
\\ \ ) i , / \ sF. \ PIPE F 24 HDPE 6.5 12.8 48 1.0 411.00 410.52 12.0 6.0 6 18 CLASS B
\ 20 PE ANENT -\ \ \ \ \ \ \ _ ° I UFE: SINGLE )F MIL-A
\ \ I I J I / / /CO T. AND / �� S \ ° �\ �..�\ \\ �\ i / W /F.E.S.
MATTHEW B. & � " "
KIMBERLY M. LENS / / ' \ \ \ i I / / , , i \ L--- -� PIPE G 18 HDPE 1.8 4.45 60 0.83 405.50 405.00 9.0 4.5 6 18 CLASS B
PIN 0772 -83 -9057 - /• .\ ` \ ) I I ( :'��T�NA M \ -, �� ^\ \ \ \ \ \\ / J /
P.B. 10350, PG. 1 // / -\ \ I I j I I ( f I LOT 23 \ \ \\ \ \ \ \ / / / I
/ - \ -- THERESA 01 RICKY D\ /
TEMPORARY MATNG SCHEDULE
CUSTOM BASIN DRAINAGE
DENUDED
Q10
SURFACE AREA SURFACE
AREA
STORAGE
STORAGE
BASIN SIZE
WEIR
SKIMMER/RISER BASIN AREA (Ac.)
Ac.
(CFS)
RE U
R4
PROVIDED
REQUIRED
PROVIDED
L x W x D
LENGHT
SB
#1
W /BAFFLES
10.3
1.50
29.8
12,940 SF
13,041
SF
34,584 CF
34,875 CF
161'x81'x4.5'
14'
SB
#2
W /BAFFLES
10.5
3.15
30.3
13,191 SF
13,366
SF
35,295 CF
35,796 CF
163'x82x4.5'
14'
SB
#3
W /BAFFLES
12.2
0.88
35.2
15,327 SF
15,450
SF
41,361 CF
41,904 CF
150'x1 03'x4.5'
15'
CB
#4
W /BAFFLES
1.75
1.3
5.05
2,198 SF
2,278
SF
4,913 CF
5,124 CF
67'x34'x4.5'
10'
CB
#5
W /BAFFLES
0.92
0.25
2.66
1,156 SF
1,225
SF
2,277 CF
2,451 CF
49'x25'x4.5'
10'
DIMENSIONS LISTED ARE FOR BOTTOM OF SEDIMENT TRAPS AND BASINS.
ALL SEDIMENT TRAPS AND BASIN TO HAVE POROUS BAFFLES.
SKIMMER /RISER BASIN #1 -3 TO BE CONVERTED INTO STORMWATER PONDS
LC T 27\ \ �✓
L�T 26 i
X2 \ \ \\ \ \ \ \ \ \ \ \ \ \
31,900 I
Y,* T� 3 0 �0q NIE\ RA ` ES S�_ I I
STORM SEWER - PIPE CHART
C \CAMPBELL
DISSIPATOR DESIGN
- 923%
D.B PIPE \ \ \ \ \ \ \ \� \ \ \ \ �� / \I i \ PIPE SIZE DRAIN Q25 LENGTH SLOPE INVERT INVERT SIZE
/ GLE T-,AM2� \ \ \ \ \ \ \ I \ \ \\ \ �� LOT- 28, \\ \ AREA CFS FEET % IN OUT LENGTH WIDTH D50 LINING
Al I / \ \ \ \ \ \ LOT 25\ \ -31,090 \\� Ac FT FT THICKNESS
DONALD F. & R DNEY /`, - -/ /- \\ �\ \ \\ \ \ \ \ \ \ \ \\ \ \ \\ \ \ o
BEI \ \\ \ \ \, \ \\2�' TREE \�c\ VE\�E\F�AT\I(J \ \ \\ \\ \� + `�� { \� \\ \\ ��tPE A 18 HDPE 3.1 7.83 48 1.0 410.00 409.52 9.0 4.5 6 18 CLASS B
PIN 0772 -83- 282 \ � I - - \ - - \ \ \ ° \ \ \ - � '� � � � \ � >,
D.B. 13754, PG. 1895 \ \. _ I _\ \ _ _ \) \) I 1 ) (P�oTEingN 'ZONE \\ owl \\ \e \� \e \�\ - ��rExlsT. � � '-' \ \\_ � .�PE B 48 HDPE 45.3 74.3 64 1.0 398.64 398.00 32.0 12.0 13 24 CLASS 1
USE: VACAN
STRUCTLLms-75 T -
_ I / / TO BE° ',_. -\ �° \� �PPIIPEEC 18 "HDPE 1.0 2.84 48 3.13 414.50 413.00 9.0 4.5 6" 18" CLASS B
I T _ / J i I I \ e�MLiS�Q -pTI1f�B�A�lG� �- E D 18 HDPE 1.2 4.05 48 3.54 410.70 409.00 9.0 4.5 6 18 CLASS B
\ \ _ _ - R S1W RTC \ " "
24 \ - - _ - - PPE E 30 HDPE 9.6 18.2 84 5.00 380.20 376.00 20.0 7.5 13 24 CLASS 1
43,007 / \ \ \ \ \ �` L�� 9 ��__
\ - / / I SF. \ o o \ PIN 072 -m3- 150 W F E. S.
o o \ -. 31,6 � \ \ / .
\\ \ ) i , / \ sF. \ PIPE F 24 HDPE 6.5 12.8 48 1.0 411.00 410.52 12.0 6.0 6 18 CLASS B
\ 20 PE ANENT -\ \ \ \ \ \ \ _ ° I UFE: SINGLE )F MIL-A
\ \ I I J I / / /CO T. AND / �� S \ ° �\ �..�\ \\ �\ i / W /F.E.S.
MATTHEW B. & � " "
KIMBERLY M. LENS / / ' \ \ \ i I / / , , i \ L--- -� PIPE G 18 HDPE 1.8 4.45 60 0.83 405.50 405.00 9.0 4.5 6 18 CLASS B
PIN 0772 -83 -9057 - /• .\ ` \ ) I I ( :'��T�NA M \ -, �� ^\ \ \ \ \ \\ / J /
P.B. 10350, PG. 1 // / -\ \ I I j I I ( f I LOT 23 \ \ \\ \ \ \ \ / / / I
/ - \ -- THERESA 01 RICKY D\ /
TEMPORARY MATNG SCHEDULE
1,2 AND 3 TO BE
JUTE
STA. 10 +63 RIGK7 SIDE L -1
TO
ENKA MAT STARTS STA. 13 +67 L -1
STA. 12 +83 LEFT SIDE L -1
TO
INT. L -1 & L -3 STA. 17 +65 L -1
STA. 20 +65 LEFT' SIDE L -1
TO
NR BUFFER STA. 21 +10 L -1
STA. 18 +71 RIGHT SIDE L -1
TO
NR BUFFER STA. 21 +10 L -1
STA. 24+26 LEFT SIDE L -1
TO
ENKA MAT STARTS STA. 22 +64 L -1
STA. 25 +34 RIGHT SIDE L -1
TO
ENKA MAT STARTS STA. 23 +05 L -'
STA. 24+81 LEFT SIDE L -1
TO
INT. L -1 & L -2 STA. 24+26 L -1
STA. 28 +41 LEFT SIDE L -1
TO
INT. L -1 & L -2 STA. 30+31 L -1
STA. 27 +22 RIGHT SIDE L -1
TO
INT. L -1 & L -2 STA. 30 +31 L -1
STA. 11 +26 LEFT SIDE L -2
TO
INT. L -1 & L -2 STA. 10 +20 L -2
STA. 16 +26 RIGHT SIDE L -2
TO
RIP RAP STARTS STA. 18 +49 L -2
STA. 19 +60 LEFT' SIDE L -2
TO
INV. PIPE E STA. 23 +30 L -2
STA. 28 +26 LEFT SIDE L -2
TO
INV. PIPE E STA. 23 +30 L -2
STA. 28+97 RIGHT SIDE L -2
TO
INT. L -1 & L -2 STA. 28 +43 L -2
STA. 33 +32 LEFT SIDE L -2
TO
INV. PIPE F STA. 31 +60 L -2
PERMANENT DITCH PROTECTION SCHEDULE ENKA MAT
STA. 13+67 RIGHT SIDE L -1
TO
END CUL -DE -SAC STA. 17 +80 L -3
STA. 23 +05 RIGHT SIDE L -1
TO
INV. PIPE G STA. 22 +90 L -1
PERMANENT DITCH PROTECTION SCHEDULE RIP RAP
STA. 10+20 LEFT SIDE L -3 TO END CUL -DE -SAC STA. 11 +75 L -3
STA. 18 +49 RIGHT SIDE L -2 TO INV PIPE E STA. 23 +30 L -2
STA. 28 +09 RIGHT SIDE L -2 TO INV. PIPE E STA. 23 +30 L -2
X41+'
I
D.M. 2001, P.G. 230 1 - - \ i i I 1 I I I \ \ 55". 116 \ \ i ) \ �1 / / / / / / / i // I d F
USE: SINGLE FAMILY i -- SF / / /-�'- /� / / / / / i l I j \ l 1 I \ ( \ \ \\ $
/ \ \ \ J ) / OLIVER ouvER �owaN % / / / / / { { �
i \ \ \ / 1 / / / PIN 0782;402-2821) / a
DETENTION ` \LOT 2 l / /.
- \ 1 .fOT/ 30 / / / D.B. 98-t-, Pc. 1d0
I I BEAA6E° '26,54 /
�- \ \SF. ) 1 / / 3.679 / � � / / USE: ANGLE FAMILY - /
i I SEE SHEET / / F 15UAL: 5.77/ A -
-ETA- / J i 1CK>F D� & KATfIL,CN _ _.- // / / �,-`-- � \ \ i
DIL / a \
/ I 1 - _ -_ / // i \ I I I / l
q RAP . // % \ i i B. OLIVER (- -_ ; ^ �\ \\ \ \ \ ----� -�- I I
/ 1 / / / 1 I PIN 07$2 -b2- 71 1 \ \ \ I / \
/ I )D.B 80 4, IPG. 6
/ / I// 1 i i \\ UA I HT D 2 OR 11 \ \ j I
/ D50 " I I SE 1 FA It�Y) ( \ \ \ -�� \ �\ \ \ /
rr i " I I t I \ ��� , I \ \ 100' NUE$E kl\VER DOUGLAS G. R LLER I
LIN14G JTHI 8 i / \ I I / LEVE SPREADER { - � \ 1
1 1 { I 0' PUB \C / / % / I \ i I I / / \ \ \ / / I I 0782 -1 4808 / \
1 1 1 RIPARIBtN' BU' j / ( D.B. 10494, \
/ ) I R�INA E L T 'i / / F / rstEE ITC 1 ) 1 1 ) I 1 /'bF,T TLS. STALL QEVE\ \ r \ 1
1 . \ . \ L :,--L / f i. / / �`" / I (� ( ) I / / S`PrAf WHEN/ SITE \ / / �0 �FR�lbii / 1 B.M. 1997 /cG• 5o I \ \
. i . �o \ AN A 1,7 3 / / / N/ / SCHEDULE/ / i / I I i 1 / / � / / / \ It
- - - I i - I • r - - I- \ \� \ IiRyTE AECS/ / t // / v/LOT 131 / / / / ( I // IS (U �D A \\ / / // N "ill .E?�C USE: SIN�U FAMILY/ DIMS RIOS A. & MEAGAN
31, 00 / XIST. ❑ I / / I 1 / / / / �BIASINAREI REMOVED. / / / // / // / / / ( I \ L GUMBOS
� / / / sTR!JC�TURES `. ` 1 I l l I l l I / / / ij I °� \ \ j % / EYJ ' / s // //� / e / I \\
\ I PI 078 -12 -6860
/ TO BE I l / -� \ \ \ ' �"i \ \ \ 1 P.�. 14 4, PG. 98
XNA�Efj� s JP L / / d J I I OVED I l -- --I - _ . 1 . /- . l I� I l I I / �� � \ i / Pti�l 0/182 0 8 - \
AT`E HHD �UE;F 1 J % / I / l 1 I l� 1`/ \ / \ I 1 1 i / /� ,/ __- - �'\ ) ! \ \ \ \ B.M. 2001) P.G. 2182
El" f �% / / J / i / 1` / / / \ -°-� \ i I ) I I ,0.8./51 q�, LPG/ 115 / / / I \ \ \ \ \� USJ: SIN FAMILY
_\ \ / . / I S/ P R $ At R1L QR,�IN G / / / / 1 I / / / I / l l I / / l \ \ / ) Ml 1 'g P.. 5 `
EMMA M. FRANKLIN \ I ° / i / I Q / / %` ) I ) 2*/
PIN 0772 -82 -6775 \ / _ _ \ _\ �./ / i /A EAt R QUIt ENi / 1 s'/ / / I / / LOT 3 / / / / / / / / / / / / STI G J / / 1 / / /use: IN�LE /FA LY
\ 1 t j l / 'l' �( I,T 120 / I / ��d l / 1 I l / I 1 I sl u .22 /AC.
D.B. 2735. PG. s78 \ \ \ - \ / / / / / i `Y' / / ! �- / / I LO 33 LOT 34 / ,57.E / / 0 l I I / / / / I i / / / / 9�-`
- -`
USE: SINGLE FAMILY �
\ \ \ \\ �� / / f l l / l 1 r J �4s93/ / / / / ,1 JOT 32 / / 3 ,�r0 ( 32,538 / SF. ,/ /' THE /& / QE1 6t1d
I I I ( ( I I I ( �31.00b I I .. SF. // / /�01 PrU I ( \ I / "7
V - / / / 1 ( SF. 1 \ i \ / / N IN E l i PR Itn"0 ON J
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AND ACC SS _. __
B 4/A / x / / / / // / / / / / v
Al TEN�r CE I I / # S / l / / r f e_
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AT A AT �I= / / _ ''� ` = /_ / i \ / / / / / I / { / ( /� �\ �AM,
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\ \ 1 1 1 \ I I \ \ \ \ \\ Al -- � / PP
_ / / /DRS N/�G / / �/
ND \PROPOSED ,5 'I_ ' ! / � \ DT N\54
\ \ \\ \ \ / / / / / / / 'f I A \� Ex�T� I I 3
I 1 \ \ 1 1 i•) - \ \ \ \ \ \ ` \ \ \ \ LIMIT��� DlS1R�A E / (j- ) L -1 / / / /' / j \STRUCTURES \ I \ �` I I 1 \ \ / LOT 53 J \
LOT 18 \ \ - \ \ \ \ / / i I I / / / \ - / f:0�' 8 Tti� E \ i 1 /_ I / 1 zl \ \\ \
\ ►-
i /
38,773 v v v v \ Ltd; T 47� / I % /" I 40,839 /
' Q \ SF.
_sF. \ I� \ \ \ i 1 1 I 3ci,000 \ I J 1 1 I I I // C i i ! pt, I 1 3�1 \ \ /� i \ \ 2
- ®' \ \ 301;53 \ \ OT 7 / i \ I . /,� ./ f _ - ,� \ i J27/5� / I LOT 9REMOV \ \\ / OT 5-2, J
\ ' 1 SF. / 1 1 / 1 ' I i / , F. 1 _\ / I- -- -_.
- -) 1 ! \ \ \ \ _ \ \ 1 \ S� 1 1 1 \ 1) . i . 1. \ 1 1 I \ \ o- \ 9ss
1- '\ ) o3o,lt�s I l I ) 1 ) I / ' 1 ' I' I I i I / //\ \ \ \�\ \ l \ y - - -- - --
/ Sq 1 I I.d PU LIC _ \ �i I \\ \\ \\ \ I \�'�\ ►. \\ s
I 6FRq trr AN W
/ /� // / I t - \ \J - \- � \• \ \ \ \ \ \ \ \ o \ \ \ \ \ \ I I - -- - l 1 ) I i b i � I -I -
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F. I I I 1 \ / , Oaf 5� \ \ 1 1303
/ ✓ > J- \ (- \ ' \ \ \ \ \ �(Of 17\ 1 \ \ LOT 5 \ \ 1 I \ \ \ \ \ / / / I / I I 'I i i / /E$M' ' LS#2 ' I I \ \ \
0" ' THE & VEGETATION
ROWC ON ZONE
1 ' TOTAL R/W DEDICATION
\ F OM \ORIGINAL 60' R/W
\6UR91E V. & SUSARA
I M� BO *OFF
(� PIN 0782- � -3569
B. 10 17, PG. 1397
M. 2 4, P.G. 803
SE: SINGLE FAMILY
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B.M. 2004. P.G.
803USI- /'SINGLE FAMILY
V TOTAL R/W
DEDICATION FROM
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1-P798 \ \ \ B.M�200 I.P.G. �979 \ HON CUT7'\ \` __ \ ` \
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PIN 0772 -81- 9761_ L� / / I 1 ( i I 1 \ \ i i \ \ -ZO,000 '1 / �/ / / l _/. .J - 1- 1 -1 �I ) 1 1 i \\ \ \ �\ \ \ \ \ \ \\ �� \\ D.B. 626o'PO:��7 \\ \ \\ �\ \ �' ?RISER BASIN
D.B. 8752, PG. 79,4--- _ _ / / / / "�" I I S \ \ \ 30 000 0 / SF. / I / / / / / / / I43j56 s .ft\ \ \ \ \ \ \ \ °BzMr1�4 P.G. ,$63
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USE: SINGLE FAMtL ' -- / / / l I J I I I_ I EAM tIMPAC 1 \ \ \ \ \\ \ \ \ , / // / /) / / / �_ r. _ I \ 1 I I \ \ \ - - - -� \ \ \ TEMPORARY SEDIMENT TRAP
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D.B. 10768, `PG. 67�� ATH�2YN JOAN -JAO08 6. & STtLLA LAMI PROPER- nE�tLE PIN 0782 -01 -6216 ,
USE: SINGLE FAMILY PIN 0772 -91 -2424 PIPS: 0772 -91 -2474 ROSE WILLIAMS PIN 0782 -01 -6216 D.B. 12481, PG. 2472 1 0.92 AC. 0.5 7.2 3.31 CFS 10 6 SF 34
D.B. 13281, PG. 1255 D.E. 6479, PG. 208 PIN 0772 -91 -5489 PIN 0772 -91 -7309 # ,
B.M. 1980, P.G. 290 USE; SINGLE FAMILY D.B. 3210, PG. 580 D.B. 15156, PG. 2145 US 12481, PG. 2472 USE SINGLE FAMILY 2 0.28 AC. 0.5 7.2 1,01 CFS 10 6 SF 11
USE: SINGLE FAMILY B.M. 1983, P.G. 295 B.M. 1983, P.G. 295 USE: SINGLE FAMILY # ,
USE: SINGLE FAMILY USE: SINGLE FAMILY *NOTE: #3 1.8 AC. 0.5 7.2 6.48 CFS 10 24 SF 65
NOTE• WET DETENNTiON DEVICE'S 1,2 AND 3 DESIGNED
WET DETENTION DEVICE'S
1,2 AND 3 TO BE
TO REMO\I''E 90% TSS AND DO
NOT REQUIRE
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GRAVEL CONSTRUCTION ENTRANCE
-S'-
THE USE OF
AN LS -VFS PER
CHAPTER 10 OF
CONSTRUCTED AND SERVE AS SKIMMER BASINS
THE NCDENR
STORMWATER BMP
MANUAL.
UNTIL SITE
IS STABILIZED.
ONCE SITE IS
STABILIZED
AND ASBUILT
SURVEY WILL BE DONE
TO ENSURE
THE DEVICE'S
ARE TO WAKE COUNTY
0 MeNrum me D
"E'
is
IVA
ARE "
= 8.90 A"
S TANDARDS
AND THAT THE
DEVICE'S ARE INDEED
THE ONES DESIGNED.
GRAPHIC SCALE
1w 0 50 1w 200
(IN S)
1 inch = 100 fL
0
Q
STORM SEWER PIPE
TEMPORARY DIVERSION DITCH
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GRAVEL CONSTRUCTION ENTRANCE
-S'-
SILT FENCE
- -
LIMITS OF DISTURBANCE
244
CHECK DAM
88S
RIP RAP
A
LEVEL SPREADER
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