20190875 Ver 1_More Info Requested_20190812

"MU -7-3- F"
PROPOSED TEMPORARY RIP RAP
OUTLET PROTECTION (TYP.)
ID: T2
(SEE DETAIL ON SHEET C-501)
(TYP.)
I '
-I -I
_ _ NAYW ___ORIVET o0��lnaolr� I
PROPOSED HDPE FLARED EN6
SECTION (TYP)
(SEE DETAIL ON SHEET
I 1 NI i
PROPOSED TEMPORARY RIP RAP
OUTLET PROTECTION (TYP.)
ID: T3
(SEE DETAIL ON SHEET C-501) I ;I
CONN RNNG CPPOLINA I I .I
P : 965W5963B I III
oe.2e Pmssz � I I
I hI 1
PROPOSED 50' X 10 1
CONSTRUCTION ENTRANCE! I II i
(SEE DETAIL ON SHEET C-501) 1 jlQ
I 1 01
PROPOSED TEMPORARY 18'=mJN'
HOPE D ENCT
�RED S IION51 Ir Oy
I
PLAN
GRAPHIC sc lE I INCH= N FEET
PROPOSED PIPE INLET
PROTECTION (TYP.)
(SEE DETAIL ON SHEET C-503)
(SEE DETAILS ON SHEET
LOT
RASMU5SEN, PHWP M.
RAS PIN 9 , PRISCIA
PIN: D
97501819922
US 1370 PG 471
PROXIMATE
EXISTING 45'
a RIGHT-OF-WAYJ
-.� /
(TYP
) PARK DR --- - --
-PROPOSED TEMPORARY _
DIVERSION DITCH ID TS
PROPOSED PIPE INLET
PROTECTION (TYP.)
(SEE DETAIL ON
PUSTN, GRUCE; AUSTIN, TIIgESA \
PIN: 9fiA113401 \
08:1586 PG:6J3
TEMPORARY DIVERSION DITCH ID: T1 \\
BIISM, RONALD E: RUST. XYGE R
PIN: 96501) 4]02
D9:534 PC; m0
INSTALL NAG S75 MATTING OR APPROVED
EQUAL OI. OUTSIDE SLOPE OF BERM AND ON CUT SLOPE
_-(SEE DETAIL ON SHEET C-503)
40.0
IL
OL
I-IAMS, 9RYAN; ADAMS,
\
ooau. uagsNn n
1'/i)
PIN: 9650116986
15.16AC
09:1616 Pte, 516
� PIN: 965W']9059
OUTLET (TYP.)
.. _
(TYP)
' BAFFLES TYP
_ BASIN#1F PIN:
\ ve:lo3z Pc: el
_�.-
- _� _-.
- -
210
� BOTTOM OF BASIN. 2
SPILLWAY INVERT: 2109.000
vNcwR. FROSTY A; mom P slxnnr
PROPOSED CUSS I RIP RP, 2' THICK
6ENNITT. uRRr: 1nE uxRT
118.5• -:
REVOGABtE TNUSTBENNEIT
Plx: 96son6e6J6
WTH MIRAFl 14ON UNDERLAYMENT (TYP)�
TOP OF DAM: 2111.00
LIMNG TRUST
PIN: 96501 0238
LIQ
oa+a3+ Pc xw
PROPOSED 73 LF 6' HDPE 1
49 0' - -
OB: 32159 PG:154
PROPOSED PIPE INLET
PROTECTION (TYP.)
(SEE DETAIL ON SHEET C-503)
(SEE DETAILS ON SHEET
LOT
RASMU5SEN, PHWP M.
RAS PIN 9 , PRISCIA
PIN: D
97501819922
US 1370 PG 471
PROXIMATE
EXISTING 45'
a RIGHT-OF-WAYJ
-.� /
(TYP
) PARK DR --- - --
-PROPOSED TEMPORARY _
DIVERSION DITCH ID TS
PROPOSED PIPE INLET
PROTECTION (TYP.)
(SEE DETAIL ON
PUSTN, GRUCE; AUSTIN, TIIgESA \
PIN: 9fiA113401 \
08:1586 PG:6J3
TEMPORARY DIVERSION DITCH ID: T1 \\
BIISM, RONALD E: RUST. XYGE R
PIN: 96501) 4]02
D9:534 PC; m0
INSTALL NAG S75 MATTING OR APPROVED
EQUAL OI. OUTSIDE SLOPE OF BERM AND ON CUT SLOPE
_-(SEE DETAIL ON SHEET C-503)
40.0
IL
OL
I-IAMS, 9RYAN; ADAMS,
\
S1INNIE
1'/i)
PIN: 9650116986
\
09:1616 Pte, 516
\
OUTLET (TYP.)
.. _
(SEE DETAIL ON SHEET C-503)
25TROUT WATERS BUFFER
30 PERENNIAL STREAM \\
BUFFER
PROPOSED TEMPORARY \
DIVERSION DITCH ID: T2
\
PROPOSED CLASS I RIP RAP, 2' THICK WITH
\. MIRAFl 14ON UNDERLAYMENT (TYP)
2v' : RP, 2' THICK
WITH MIRAFl 14ON
- UNDERLAYMENT (TYP).
PROPOSED TEMPORARY -
%/ DIYERSION DITCH ID: T4
PROPOSED 44 LF 6' HDPE -
1� r\' :INV IN: 2090.00 S
INV OUT. 2089.00
M: w SLOPE: 2.28% iy
�J CLQ OL ' OLS CLQ OL.
j Z/
37
\ �? � elms,
PROPOSED TEMPORARY
DIVERSION DITCH ID: T3;
C • M"'F INSTALL NAG S75 MATTING
OR APPROVED EQUAL ON ALL
PORARY DITCHES.
(SEE DETAIL ON SHEET C-501)
I I
I ' - PROPOSED TEMPORARY
DIVERSION DITCH ID: T6
1 �
- A
r-�rctlflGGl L JUJJ
-f- li /
1'/i)
-
POSED SILT FENCE
'�� -: SKIMMER
OUTLET (TYP.)
.. _
(SEE DETAIL ON SHEET C-503)
' BAFFLES TYP
_ BASIN#1F PIN:
TEMPORARY 5' CONTOUR
_�.-
- _� _-.
- -
210
� BOTTOM OF BASIN. 2
SPILLWAY INVERT: 2109.000
• TD --+TD -STD �
118.5• -:
=' --
PROPOSED 50' X 12'-
TOP OF DAM: 2111.00
PROPOSED HDPE STORM PIPE
LIQ
CONSTRUCTION ENTRANCE (TYP.) / -
(SEE DETAILS ON SHEET C-504)
49 0' - -
_
(SEE DETAIL ON SHEET C-501) ,
PROPOSED UMITS OF DISTURBANCE
J
Q
PROPOSED HDPE FLARED END SECTION (TYP)
PROPOSED FLARED END SECTION
PROPOSED CLASS I RIP
,
(SEE DETAIL ON SHEET C-502)
2v' : RP, 2' THICK
WITH MIRAFl 14ON
- UNDERLAYMENT (TYP).
PROPOSED TEMPORARY -
%/ DIYERSION DITCH ID: T4
PROPOSED 44 LF 6' HDPE -
1� r\' :INV IN: 2090.00 S
INV OUT. 2089.00
M: w SLOPE: 2.28% iy
�J CLQ OL ' OLS CLQ OL.
j Z/
37
\ �? � elms,
PROPOSED TEMPORARY
DIVERSION DITCH ID: T3;
C • M"'F INSTALL NAG S75 MATTING
OR APPROVED EQUAL ON ALL
PORARY DITCHES.
(SEE DETAIL ON SHEET C-501)
I I
I ' - PROPOSED TEMPORARY
DIVERSION DITCH ID: T6
1 �
- A
nENCONsp CO GOA.O OF 1G8.I
SCHOas
PIN
BE az4 2 2639
PC .zu
NOTES:
1. ANY CLEARING/GRADING WITHIN THE 30' PERENNIAL STREAM
BUFFER, AS DELINEATED FROM TOP OF STREAM BANK, SHALL BE
REPLANTED AND MAINTAINED IN GRASS OR OTHER VEGETATION.
2. NO GRADING ACTIVITIES SHALL TAKE PLACE WITHIN 25' TROUT
WATERS BUFFER.
W W &
u$
wz�.
• F zz
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UUza
OAR
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wa
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z
z°
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Z
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U) Qwo
U = z
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Z)
(-)0 UO O
0)
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= d Z
W
wam z^e.
o m
o. LL 8
LEGEND
PROPOSED TEMPORARY RIP RAP
Z
OUTLET PROTECTION (TYP.)
ID: T1
POSED SILT FENCE
(SFE DETAIL ON SHEET C-501)
OUTLET (TYP.)
REVISED PER NCDEO-NR COMMENTS
(SEE DETAIL ON SHEET C-503)
)SED SILT FENCE (TYP.)
TEMPORARY 5' CONTOUR
DETAIL ON SHEET C-501)
a.
nENCONsp CO GOA.O OF 1G8.I
SCHOas
PIN
BE az4 2 2639
PC .zu
NOTES:
1. ANY CLEARING/GRADING WITHIN THE 30' PERENNIAL STREAM
BUFFER, AS DELINEATED FROM TOP OF STREAM BANK, SHALL BE
REPLANTED AND MAINTAINED IN GRASS OR OTHER VEGETATION.
2. NO GRADING ACTIVITIES SHALL TAKE PLACE WITHIN 25' TROUT
WATERS BUFFER.
W W &
u$
wz�.
• F zz
�Nz<
UUza
OAR
�z=
wa
W 1-
z
z°
..'`...... W G
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m
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Z
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d K
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U) Qwo
U = z
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Z)
(-)0 UO O
0)
U
00 Cd O
of
Z W
= d Z
W
wam z^e.
o m
o. LL 8
LEGEND
Z
Z
SHEET
1
81.19
TEMPORARY 1' CONTOUR
REVISED PER NCDEO-NR COMMENTS
Q
A 2
TEMPORARY 5' CONTOUR
c/)
a.
• TD --+TD -STD �
PROPOSED TEMPORARY DIVERSION DITCH
J
'---'--------'
PROPOSED HDPE STORM PIPE
LIQ
O
DATE
PROPOSED SILT FENCE
REVISION DESCRIPTION
PROPOSED UMITS OF DISTURBANCE
J
Q
c
PROPOSED FLARED END SECTION
Z
PROPOSED CONCRETE HEADWALL/ENDWALL
=
O
®
PROPOSED TEMPORARY OUTLET PROTECTION i
Z
U
n
PROPOSED PIPE INLET PROTECTION
SHEET
1
81.19
TAH
REVISED PER NCDEO-NR COMMENTS
A 2
8.1.19
TAH
REVISED PER HENOERSON COUNTY COMMENB
O`
NO.
DATE
BY
REVISION DESCRIPTION

PROPOSED V WIDE, 1' DEEP
PERMANENT DRAINAGEa
DITCH; TO BE GRADED AT -r-
2% MIN SLOPE WITH 3:1 1
MIN SIDE SLOPES (TYP.) 1
+24+2C
98.10
+20197.68
1
CONSERVING CN+OUNA +2096.78
PIN: 9650DSN"O +2096.36 1
E6:28
PG S52 1
STORM PIPE 5
51.88 LF 24' HDPE
INV IN: 2091.89
INV OUT: 2091.00
SLOPE: 1.72%
I
I N. xi
PLAN
w I 2w
GRAPHIC SCALE I WCH - 2E FEE!
`\ 000M, Mn3SNa 379 9
PROPOSED IT ... PG61
DP
PROPERTY LINE Rrvaue, FRoc1r AI FROPr. A SNCLAIB �
MID.) wEwXAKI mus
N: 9PS2PJ \\
09:++]111 PO.w
1 - EXISTING 16' WIDE DRIVE TO BE
REPAVED WITH S9.5C ASPHALT;
SEE DETAIL ON SHEET C-502) `\ -
II__ _ i ____ ____
jTr�+-_ LOT2
11 f I- y+B RASMUSSEN, PHWP M:
RASMUSSEN, PRISCILLA A
=--- ---J - - -- PIN: 9E501619B2
1 j I DB: 1370 PG: 471
APPROXIMATE
I
RIGHT -OF- AY (TIP.) STORM PIPE 7
r
j PROPOSED DROP
INV I 2105.95 LF 15 PVC
NVOUT. 210194; TO BEN T INV OUT:P(�
ECTED TO FISTING 18' CPP SLOPE:
I I
II I I
1
D
I I 1 1H
.I
1c: mM.1r '1T�_'
PROPOSED 1' CONTOUR
NOT TO E
I
PD SPD . .
1 PROPOSED
IDI G U I,TS\
------------
PROPOSED HOPE STORM PIPE
I 1 I
I
I
1
I
I
STORM PIPE 3 a
135.51 LF 18' HDPE --
INV OUT: 2104.64
SLOPE: 2.00%
1 A-
- PROPOSED JUNCTION BOX k1
RIM :2102
INV IN:. 2107.
7.45
INV OUT: 2107.35
/T'
j STORM PIPE 4 115.92 LF 18' HDPE
INV O
INV OUT: 2101.35
SLOPE: 1.00%
C PROPOSED JUNCTION BOX /2:
TO BE CONNECTED TO EXISTING 15' CPP
RIM: 2105.39
INV IN: 2102.61
INV OUT: 2102.51
-PROPOSED 16' WIDE
ROADWAY (TYP)
(SEE PAVEMENT DETAIL ON
SHEET C-502 AND
CROSS-SECTION DETAIL ON
C- 510)
PROPOSED 1' WIDE, 1' DEEP
PERMANENT DRAINAGE
DITCH; TO BE GRADED AT
2% MIN SLOPE NTH 3:1
MIN SIDE SLOPES (TIP.)
efvxETT, 1 B7"; MS Lagar
11I LMNG MUST
,IN 95501]1352
DO ASS
PG:1R
\ BU'N' BONA➢ E: 91 .',' P
al;5q.\, SRVCf, PUS11N, IHf RCSP \ PIN: 9650174702
F;N. P650»<D' 0B'S]4 IS, ]NN
E2.15gE FG:6J]
PROPOSED PAVED 12' WIDE SHARED DRIVE (TYP.)
(SEE PAVEMENT DETAIL ON SHEET C-502 AND
CROSS-SECTION DETAIL ON C- 510)
STORM PIPE 6 1'
37.95 LF 24' HDPE
-INV IN: 2108.50
INV OUT:2108.00
SLOPE: 1.32%
j" STORM PIPE 2
37.64 LF 18' HDPE
SLOPE 2.00%
- PROPOSED OPEN THROAT INLET $1
RIM: 2113.00
INV OUT: 2109.50
STORM PIPE 1
59.88 LF 18' HDPE
SLOPE: 2.00%
PROPOSED DROP INLET #1
RIM: 2115.00
INV IN: 2108.30
INV OUT: 2108.20
NENPID ON c0. 00aAD OF PUOuc
PTN,. s
Prv: 96h262E36
00: q2e P.111
PROPOSED CONCRETE
ENDWALL/HEADWALL
(SEE DETAIL ON SHEET C-502)
\ NUMUI. 26YaN; ADau
SIEfAME
,IN
86501]6BPE
\ DO 1616 PG 51P
`25' TROUT WATERS BUFFER
30' PERENNIAL STREAM \\
BUFFER
NOTES:
1. ANY CLEARING/GRADING WITHIN THE 30' PERENNIAL STREAM
BUFFER, AS DELINEATED FROM TOP OF STREAM BANK, SHALL BE
REPLANTED AND MAINTAINED IN GRASS OR OTHER VEGETATION.
2. NO GRADING ACTIVITIES SHALL TAKE PLACE WITHIN 25' TROUT
WATERS BUFFER.
LEGEND
1 1 1 8.1.19 I TAH I REVISED PER NCDE¢-KR COMMENTS I
mmmmli oU
W
Ww
• 4z?
Fz£
U z s'
Uo<a
tea=
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IS
zIS
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z 8
Tm
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0 J J
Cn 0- 0
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}
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� U �
UO O
U
CrT) Z
06
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}W
Z
= d z
1n W
2
`1UT
R:
wrc K gap
i v w N z i_
'E°IJ--_w
SHEET
C-103
PROPOSED 1' CONTOUR
�1W-
PROPOSED 5' CONTOUR
PD SPD . .
PROPOSED PERMANENT DIVERSION
------------
PROPOSED HOPE STORM PIPE
PROPOSED DROP INLET
•
PROPOSED OPEN THROAT INLET
•
PROPOSED JUNCTION BOX
PROPOSED HEADWALL/ENDWALL
1 1 1 8.1.19 I TAH I REVISED PER NCDE¢-KR COMMENTS I
mmmmli oU
W
Ww
• 4z?
Fz£
U z s'
Uo<a
tea=
�Z
IS
zIS
z
z 8
Tm
r1
Q
C) Z
0 J J
Cn 0- 0
O> U
ZU co Z
}
OQ Z
� U �
UO O
U
CrT) Z
06
O w
}W
Z
= d z
1n W
2
`1UT
R:
wrc K gap
i v w N z i_
'E°IJ--_w
SHEET
C-103

I
PROPbSEO LIMITS OF 61STURBANCE 15.16AC
EXISTING 100' 11
RIGHT-OF-WAY—*
(TP.) .if
\
I
I
EXISTING 16' I
NOE ROADWAY
PROPOSED LIMITS OF DISTURBANCE �5.16AC;
THIS LIMIT ENCOMPASSES DISTURBANCE
FROM SEWER IMPROVEMENTS
(TYP.)
/ I
I/HULARO NA
PIIJ ° 959BY
De:2e PG:552 �
I
PROPOSED OUTLET ,
PROTECTION (TYP.)
ID: RR1
(SEE DETAIL ON
SHEET C-501) I
I
PROPOSED 50' X 16'
CONSTRUCTION ENTRANCE
(SEE DETAIL ON SHEET C-501)
mNARmNG CpRC NA I
PIN: 06500598]6 ,
UB'. 26 P0; 5.2
I
I
I
PROPOSED WATTLE DITCHE
PROTECTION (TYP.)-
(SEE DETAIL ON SHEET C-501)
I `y=
NU II S
ULAB
II
,
I I
I 11 I
9
WASTE A
PLAN
GRAPHIC SCALE 1 OUCH = 80 FEET
CONTRACTOR TO INSTALL 575 OR
APPROVED EQUAL ON 2:1 SLOPE.
MATTING SHALL BE INSTALLED
\ ` EVERY 20 HORIZONTAL FEET TO
` MINIMIZE EROSION.
` DDDMMANsu A I \ (SEE DETAIL ON SHEET C-503)
g
\\ Plrc 6IW79U59
oe: m32 PG: SI I
eVSN. CNA_'
E: NIARL vov^S a
NNCLNR, NNI M, ERUSTY A 51NCLAIR 6ENNETt, LARRY; ME LARRY pUSTN, 9RUCE: AVSTk. TiCNE ` IN: 9650'r]4]U1 .JnMS. 6FvpN: ADAMS
REVOCABLE MUST \ BENNETf LMNG TRUST I PIN: 9GSU1]Sd07 OB'SJd PE:199 5]EfANP
PIN: ABLE
\\ PIN: 96501]1258 UB: 1596 IN 67J \ \ PIN: 9fi50f lfio6f
EB:1 YTR PE;2W BR: 3259 PG; ISd U9'!616 PG. 51P
PROPOSED 50' X 12' PERMANENT DITCH `
CONSTRUCTION ENTRANCE (TYP.) PROPOSED PIPE INLET ` ID: Pti `
(SEE DETAIL ON SHEET C-501) PROTECTION (TYP.) 1 \ . - -_'_""
_ _ _ - _ _ _ (SEE DETAIL ONLIT -1 —=
_ - _ HEET C-503) _ _-- _ -
E
RASLNSS4 - ` "\
En PiRiP M;
RASNIJ SEN• 9650161982
1619PRISC2 A -
'�-', PIN 370 PC
C1471 -
I
08 370 PG.L'1
- I § PROPOSED INLET__L APPROXIMATE
PROTECTION (TYP.) EXISTING 45' -- /
(SEE DETAIL ON RIGHT-OF-WAY
j I SHEET C-501) (TYP.) 25' TROUT WATERS BUFFER
PERENNIAL STREAM \\
—_
-211(J_c - - - -mow � -w _� I t _ BUFFER \
MAYWOOD PARK /
TIhf .. ..
PERM - - _ - - PERMANENT DITCH
6 IznO T DI ID 7A 1 - 7.•: _ .. . /.. ID: P10
2105
PROPOSED OUTLET PROTECTION
I —2,00 -- �" _IN TYP.
ROPOSED W irTE A — ID: RR3
ILE LOCATION (TYP.) *' 1 ` _ i \ :�A (SEE DETAIL ON SHEET C-501)
PERMANENT DITCH
ID: Pg
\ PROPOSED OUTLET PROTECTION (TYP.)
/\J ID: FIRS
(SEE DETAIL ON SHEET C-501)
I �PERMANENT`DITCH PERMANENT DITCH ID: P1
j ID: P6
PROPOSED OUTLET
\\ PROTECTION (TYP.)
PERMANENT DRCH .� ID: RR2
��' �� ry (SEE DETAIL ON
o
SHEET C-501)
PROPOSED INLET
PROTECTION (TYP.) (SEE
DETAIL ON SHEET C-501)
PERMANENT DITCH ID: P2 NOTES:
q o
�N UNE
i
PERMANENT DITCH ID: P5
�
PROPOSED SILT
FENCE (SEE DETAIL
ON SHEET C-501)
HENDERSON CUGUARD W PUBLIC
PROPOSED PERMANENT SCNPIN=
: 9650262638
DRAINAGE DITCH (TYP.) DB, B2• P. z13
D: P3.
INSTALL NAG S75 MATTING OR
APPROVED EQUAL ON ALL
PERMANENT DITCHES
(SEE DETAIL ON SHEET C-501)
PROPOSED OUTLET
PROTECTION (TYP.)
ID: RR4
(SEE DETAIL ON
SHEET C-501)
1. ANY CLEARING/GRADING WITHIN THE 30' PERENNIAL STREAM
BUFFER, AS DEUNEATED FROM TOP OF STREAM BANK, SHALL BE
REPLANTED AND MAINTAINED IN GRASS OR OTHER VEGETATION.
2. NO GRADING ACTIVITIES SHALL TAKE PLACE WITHIN 25' TROUT
WATERS BUFFER.
W W r
U
wZ
• Q`
F?=
f
• Z &.
Uo<
o Z�
Q
a�
W _
z
zc
tl Nm O'W_
U Z
Q J J
(/) 0 w
p U
m � F
U = z
Z}
1n LU F
0<z
wU::)
O
OO Z
006 O
Of
ZW
_ CL W
gNax33
o a�
zwumc��Z: `
$ooSooLLg�
0.1.19 1 TAH I REVISED PER NCOEO-WA COMMENTS
DATE
SHEET
C-104
LEGEND
Z Z
Q J
PROPOSED 1' CONTOUR
2090
PROPOSED 5' CONTOUR
(n 0-
PD SPD -FPD
� PROPOSED PERMANENT DIVERSION DITCH
O -1
--------------
PROPOSED HDPE STORM PIPE
Q' O
PROPOSED SILT FENCE
W 0�
— PROPOSED LIMITS OF DISTURBANCE
❑
PROPOSED INLET PROTECTION
Q z
PROPOSED CONCRETE HEADWALL/ENDWALLI
z O
•
PROPOSED OUTLET PROTECTION
4
PROPOSED WATTLE
U
PROPOSED PIPE INLET PROTECTION
0.1.19 1 TAH I REVISED PER NCOEO-WA COMMENTS
DATE
SHEET
C-104