HomeMy WebLinkAbout20190932 Ver 1_Jurisdictional Impact Exhibit_20190813I
i 000,
AJURISDICTIONAL
OPOSED WATER
TMENT FACILITY f 3
EX. INTERMITTENT
STREAM (TYP)
I ( PROPOSED STREAM
IMPACT #2
EX. PERENNIAL
Q STREAM (TYP)
PROPOSED STREAM
IMPACT #1
1
is
PROPOSED SPRAY I
FIELD TREATMENT
AREAS (TYP)
/ � 1
i L4-
PROPOSED STREAM I
IMPACT #3 S
MATCHLINE 'A'
SEE THIS SHEET
RO
co
Z,00 1 3A 11)
4
1%
PROPOSED WETLAND
IMPACT #4
JURISDICTIONAL IMPACT TABLE
STREAM IMPACTS
PERM (LF)
TEMP (LF)
PERM (SF)
TEMP (SF)
STREAM IMPACT #1
51.0
30.0
1372.6
860.4
STREAM IMPACT #2
110.0
22.0
324.3
65.0
STREAM IMPACT #3
117.0
10.0
262.5
33.0
TOTAL:
278.0
62.0
1959.4
958.4
WETLAND IMPACTS
I PERM (AC)
TEMP (AC)
WETLAND IMPACT #4
0.024
0.005
(SR
700' 0 700' 1400'
MATCHLINE 'A'
SEE THIS SHEET
FOR CONTINUATION SCALE: V=700' (Horiz.)
v MFI<VI&CREED
v
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: (704) 841-2588, Fax: (704) 841-2567
NC License# F-1222
www.mckimcreed.com
PLAN VIEW
EXISTING
GRADE
TEMPORARY
IMPACT
ANDBAGS
GEOMEMBRANE
20POSED
RMANENT —
PACT H/2+1ft —
(2ft min) — H
r
SANDBAGS
PROPOSED
TEMPORARY
IMPACT
SECTION A - A
STREAM PUMP AROUND
NOT TO SCALE
DISTURBED AREA
I. DESCRIPTION
THE WORK SHALL CONSIST OF INSTALLING A PUMP AROUND WHEN CONSTRUCTION ACTIVITIES TAKE PLACE
WITHIN THE STREAM CHANNEL.
II. MATERIAL SPECIFICATIONS
SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE RESISTANT TO ULTRAVIOLET RADIATION,
TEARING AND PUNCTURE, AND WOVEN TIGHTLY ENOUGH TO PREVENT LEAKAGE OF FILL MATERIAL (i.e.. SAND,
FINE GRAVEL ETC.).
III. CONSTRUCTIONREQUIREMENTS
1. ALL EROSION ANO SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS THE FIRST ORDER OF WORK.
2. THE HEIGHT OF THE SANDBAGS SHALL BE AS INDICATED IN SECTION A—A. THE SANDBAGS SHALL BE
PLACED ON A SMOOTH PREPARED SURFACE.
3. ALL EXCAVATED MATERIALS SHALL BE DISPOSED OFF OUTSIDE THE 100 YEAR FLOOD PLAIN UNLESS
APPROVED ON THE PLANS BY THE WRA.
4. ALL DEWATERING OF THE CONSTRUCTION AREA SHALL BE PUMPED TO A WRA APPROVED DEVICE.
5. THE PUMP SHALL BE OF SUFFICIENT SIZE TO CONVEY NORMAL STREAM FLOW,
5. SEDIMENT CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL ALL DISTURBED AREAS ARE STABILIZED AND
THE INSPECTING AUTHORITY APPROVES THEIR REMOVAL.
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
JURISDICTIONAL IMPACT
PERMIT EXHIBIT
DATE: 06/14/19
MCE PROJ. #
7666-0001
DRAWN
JPM
DESIGNED
PMN
CHECKED
DKD
PROJ. MGR.
DKD
SCALE
REVISION
DRAWING NO.
HORIZONTAL:
1" = 700'
VERTICAL:
1
N/A
STATUS: PRELIMINARY DESIGN
NOT FOR CONSTRUCTION _j
�l l l l l I l I I I I I I I A I I I I I II
N / / EI D/GUTA DRdIL
+' /,d // / ,/ / yh l / TSTA( 200J50
X500.
CH I FN,
//
BEGIN GUARD
STA 17+98.38'/
C 24
of
4Y --
PPE 629
/ 3
/ s III o y
PIPE
IP)E GIHAR / / / �/ / / / // / / / / / / / / / / j ��q6 / / / / �5� 5 �5a- —
/// ' ��'� III / DR9► II)IG/19 1�J.6�/ �/ / / /yp / jR CTITRi
PL�Pj////0: CA//-
1��\\\ /�S/YP/)
/ / / / D i4cW41�G/1 0/. 1 K.
/ / / uwv
/PA 6B
S* IPSA►RING . /T/
I
J,A./Alf
BEGIN CENTER MEDIAN
AND 14' EP BOTH LANES
e\ 7w\ '\ \\ \� �* I I \\ \ \\ \\ \\ \\ ��\ STA 26+20.24
\ \ \ \ �D �R�►1�`SITI�N I I I I � \ \ � \
EP\ \ 1 i ; s A 2�+) 7.08
6' SHOULDER WITH
3' SHOULDER BEHIND GUARDRAIL HIGH PT STA=27+73.12
AT CULVERT CROSSINGS HIGH PT EL=463.41
PVI STA=26+48.35
PVI ELEV=464.33
A=9.68%
L=290.46'
K=30.00
460
18+50 19+00
DESCRIPTIONS
REVISIONS
S:\07666\0001\80-DWG\86-DESIGN\EXHIBITS\JURISDICATION IMPACT EXHI13IT\7.0-WATERSAIL-1.DWG ---- 06/19/2019 16:02:24
20+00
21+00
22+00
v�Ny IQM&CREEL)
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: (704) 841-2588, Fax: (704) 841-2567
NC License# F-1222
www.mckimcreed.com
23+00
24+00
25+00
26+00
1"=50' (HORIZ.)
50' 0 50' 100'
5' 0 5' 10'
1"=5' (VERT.)
JURISDICTIONAL IMPACT LEGEND:
PERMANENT IMPACTS
somTEMPORARY IMPACTS
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
FOR SPRAY FIELD DESIGN SEE
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
WATERSAIL WAY PLAN & PROFILE
STA 18+50 - STA 26+00
DATE:
06/14/19
MCE PROJ. #
07666-0001
DRAWN
JPM
DESIGNED
JPM
CHECKED
DKD
PROJ. MGR.
DKD
u
/
W
/
455
455
/
/
450
r
450
/
/
/
445
/
445
LOW PT STA=20+97.2
/
440
PVI ELEV=416.67
/
440
= o
K=2 0.00
O
/
435
04
435
+
+�
N r)
J
/
N
/
J
/
430
LJ
U U
H H
430
425
/
425
420
/
420
415
/
415
/
18'
FSP
18" RCP
410
410
I
I
2) 102" CMP
I
405
405
400
WATINSAIL WAY
400
00
d-
W W
rn a N n N
O If<
K J d- d-
aw
M � N \
06 4 I i Dj
d- d-
� 000 ('0
M of CV �o
d-
CO
\
� r< In �
d- d-d-
c^O r
00 �
rn Ln
(V 4
00
n
� O
00
a)
� �
� N rn Q
c� O O �
� o-*
� �-
00
18+50 19+00
DESCRIPTIONS
REVISIONS
S:\07666\0001\80-DWG\86-DESIGN\EXHIBITS\JURISDICATION IMPACT EXHI13IT\7.0-WATERSAIL-1.DWG ---- 06/19/2019 16:02:24
20+00
21+00
22+00
v�Ny IQM&CREEL)
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: (704) 841-2588, Fax: (704) 841-2567
NC License# F-1222
www.mckimcreed.com
23+00
24+00
25+00
26+00
1"=50' (HORIZ.)
50' 0 50' 100'
5' 0 5' 10'
1"=5' (VERT.)
JURISDICTIONAL IMPACT LEGEND:
PERMANENT IMPACTS
somTEMPORARY IMPACTS
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
FOR SPRAY FIELD DESIGN SEE
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
WATERSAIL WAY PLAN & PROFILE
STA 18+50 - STA 26+00
DATE:
06/14/19
MCE PROJ. #
07666-0001
DRAWN
JPM
DESIGNED
JPM
CHECKED
DKD
PROJ. MGR.
DKD
SCALE
HORIZONTAL:
1"=50'
VERTICAL:
1"=5'
STATUS: REVIEW DRAWINGS
NOT FOR CONSTRUCTION
C7.2
DRAWING NUMBER
REVISION
//// /
)PIPE ZB / i7 / / ° / i /
/ � o � / / / / /24A�/
C/L1242 5 /L R12.5 4so� / ) I \ 1 \ \ \ \ \ o \ \ \ \ / // /� / ) / / / / / / C
4
�TA
GI LANE TRANSI ON ST�7+72.47 I I \ \ \ \ \ \ STRUCTURE Iy.U�AA�E}f / / � / / / / /2OiEP/ / / / N
\ \ B'/- / �R P H��d ALL// / / / 6' SFfO L E/ / / / / / / / / +/
r / / 71 - A-27+17 7 / \ \ \ \ \ \ \ \ \ \ E� C R\T O�-DRAWING NO GF0:6) // // / / / / ��6 9 / Y� / / / M
I I / 5+50.7 / aFFSET: 0.00_ \ \ �� \ - - , / / / / / / 1 / / / / / / R / / / / / / / / / / ao
3 OFFSET. - ✓� CIL R12`5 \ \ \ \ i / / / / /� NN / / / / /
C/L R1' 2:5 \ C/�R2. \ \ \ \ \ \ \ \ �(il(�)� / / / / / /E Gil R/� / / / / / / / /
CIC R2.5 5 _ \ \ + STA 28 7.47 \ TA 9+ 2.4 \ \ \ \ �� INA E Pd,L /, / / // / A �� / / / / / M/ '// / / / / a
-as \ _ _STA 28 12.47 '� \ \ \ \ s "C -BEGIN GUARDR�► / /j - / /�; / / / / °`' °°
S*A 26.+22 74 OFFSET, 0 /OFFSET: l��00 \ OfFSI�T: 6.00 \ \8\ \ _ �� /� / / / s / / BE O / / / / / M/a
6FFSE k6� �\ STA -32+ $4.62 q6 s5- d/ ^ o / // �ro / / /�n/r✓ k%"V
ti h \ m \ \ l \ \ aso / / / / / �►✓a 7
_j ass
- - - - 454-
S'TA 25+17.88 _ - aa- -453
END 20 -EP- -
•
50' 0 50' 100'
SCALE: V=50' (Horiz.)
•
530
I�IATERSAIL WAY
DITCH #10
FOR GATE HOUSE DESIGN
SEE DETAIL DRAWING NO. C10.4
FOR SPRAY FIELD DESIGN SEE
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
530
06/14/19
MCE PROJ. #
07666-0001
DRAWN
JPM
DESIGNED
JPM
CHECKED
DKD
PROJ. MGR.
DKD
LOW PT TA=32+83.14
/
HIGH PT STA=41+22.93
LOW P -T EL -468.98
525
PVI EL V=467.83
HIGH Pr STA=39+73.54
PVI LEV=515.29
525
485°.
_
-0.8 0
/
485
PVI ELEV=511.81
Ion
K=:20.00
A=7.239
K=30.00
C0
520
0
+ + M
520
HIGH PT EL=47 .09
LID
480
+
=_ +RVI
/
480
O
�'�
A=5.029 J
J
J
to J
475
HIGH PT STA 27+73.12_28+62
515
L=150.54
U
/
475
o_
o_
In -
/
/
STA _ 6
°i \
LOW P EL=462.94 ooRVI
PVI ELEV 464.33
PROP. GRADE
PVI ST =29+07.10
II II
510
510
%,
A 4.379
w
/
/
K=3 .00
L 131.01'
470
\7
505
470
505
LOO
co
CSO / J
+
I,00
/
N cC
g4
00 rj11
C14
� \
N co
500
500
465
N w
N W \
/
/
465
/
>
495
460
/
495
-0.687,
/
i PROP. GRADE
/
460
/
/
/ EX. GRADE
18" RCP
-
455
490
0
490
455
IED
Q
485
485
p , c�
W rn
W "
Oa
0) }
00
000)
It 0 J -,t*
aW
450
O
W)Q0
o
O o
Lf)
C0 Do n O c0 co o
00 0 00 1- O -
d Cn r< 0; o �_ N�
0 0 0 0 0
LO CC
LO �Cn �) n n
N n M
O N I-
CV gyri "i o
CC) n CC)
M O
03
�6 uci o
CC) Lf) LO �
N
CC)
Lei
LO
450
445
445
WATERSAIL WAY
440
440
WW
p o
o
j
W O
ww
N a .. Ln
(3)
00 1t
CA a O
o> �t
aLu
00 NN
00 -t Cn o
d Q6 CV �n
O O
N N
M
M
O
O
M o0
M o
O
n N00 N
0) r O
CV � M
O t0 �0
M O 0) O M Q0 ul O O O
N N C71 (3) 00 N M O O O N
4 d L6 r< n o 4i O 0; N
o t0 �0 CO N N n N
�-
N
0i
C0 O
L N 0)
O N O
0; 06 O I<
Ln r- O
0) N
M O
CV 4
N
0
0) N
L
n
L N^
N �o
00
O
Cn o0
0
O
0)
00
530
I�IATERSAIL WAY
DITCH #10
FOR GATE HOUSE DESIGN
SEE DETAIL DRAWING NO. C10.4
FOR SPRAY FIELD DESIGN SEE
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
530
26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 1"=50'(HORIZ.)36+00 36+00
50' 0 50' 100'
5' 0 5' 10'
1"=5' (VERT.)
DESCRIPTIONS
S:\07666\0001\80-DWG\86-DESIGN\EXHIBITS\JURISDICATION IMPACT EXHI13IT\7.0-WATERSAIL-4.DWG - - - - 06/18/2019 17:22:15
vN1CIQM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: (704) 841-2588, Fax: (704) 841-2567
INC License# F-1222
www.mckimcreed.com
37+00
�
39+00
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
WATERSAIL WAY PLAN & PROFILE
STA 26+00 - STA 41+50
40+00
41+00 41+50
DATE:
06/14/19
MCE PROJ. #
07666-0001
DRAWN
JPM
DESIGNED
JPM
CHECKED
DKD
PROJ. MGR.
DKD
HIGH PT STA=41+22.93
525
HIGH Pr STA=39+73.54
PVI LEV=515.29
525
_
-0.8 0
PVI ELEV=511.81
=30.0
A=7.239
K=30.00
C0
520
+ + M
520
LID
+
LO
+ pr)J
H J
O
�'�
J
to J
515
515
/
PROP. GRADE
510
510
/
505
505
/
/
/
500
500
/
/
495
495
/
/
/
/
490
0
490
WATFIRSAIL WAY
60'P RIVATE RM
485
485
p , c�
W rn
W "
Oa
0) }
00
000)
It 0 J -,t*
aW
N �-
N
O
W)Q0
o
O o
Lf)
C0 Do n O c0 co o
00 0 00 1- O -
d Cn r< 0; o �_ N�
0 0 0 0 0
LO CC
LO �Cn �) n n
N n M
O N I-
CV gyri "i o
CC) n CC)
M O
03
�6 uci o
CC) Lf) LO �
N
CC)
Lei
LO
26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 1"=50'(HORIZ.)36+00 36+00
50' 0 50' 100'
5' 0 5' 10'
1"=5' (VERT.)
DESCRIPTIONS
S:\07666\0001\80-DWG\86-DESIGN\EXHIBITS\JURISDICATION IMPACT EXHI13IT\7.0-WATERSAIL-4.DWG - - - - 06/18/2019 17:22:15
vN1CIQM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: (704) 841-2588, Fax: (704) 841-2567
INC License# F-1222
www.mckimcreed.com
37+00
�
39+00
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
WATERSAIL WAY PLAN & PROFILE
STA 26+00 - STA 41+50
40+00
41+00 41+50
DATE:
06/14/19
MCE PROJ. #
07666-0001
DRAWN
JPM
DESIGNED
JPM
CHECKED
DKD
PROJ. MGR.
DKD
SCALE
HORIZONTAL
1"=50'
VERTICAL:
1"=5'
oo
STATUS: REVIEW DRAWINGS
NOT FOR CONSTRUCTION
C7.3
DRAWING NUMBER
REVISION
W
O
LL
--/ _I— I I --
/\
/
/ —465
/ — ,464
— — -463—
/
/ /�---462—
_
-.— -I- -4- -t - _ IF T --- --- I \1 �\
MATCHLINE - SEE SHEET
C7.13 FOR CONTINUATION
0
06/14/19
=9.00
0
4
JPM
C3
--
CHECKED
0
a0
DKD
++
�
HIGH PT STA=0+69.32
II
�
HIGH PT EL=461.35
<
J
PVI STA=1+09.75
PVI STA 4+02.03
w
PVI ELEV=460.51
470E-
?
A=8.98%
I I r � 1 1 I � � 1 i I\ /\ . it
P////
r A41),W� ARD IL1
PIPE # 19B
(SEE CHART ON DRAWING NO.
WATERWAY TERRACE (WEST) C10.4)
PLAN (TYP)
C/L CUL-DE-SAC
'STA.A+42.74
470
DESCRIPTIONS
1+00
)7666\0001\80-DWG\86-DESIGN\EXHIBITS\JURISDICATION IMPACT EXHIBIT\7.13-STERNWAY LANE.DWG - - - - 06/18/2019 17:38:38
2+00
3+00
immlere,
MATCHLINE - SEE SHEET
C7.13 FOR CONTINUATION
WATERWAY TERRACE (EAST) J I_ _q61— — SE ISA TONT RAWI
r
STA. 0+000— — — �- — — —_ _ �—
WATERWAY TERRACETA.(WEST) � 459—j �5
— — i
STERNWAY A�-_ — — — — —I—i �45� —4yy — 5��
STA. 9+07.11
5
-453—
— -C
v�N1CIQM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: (704) 841-2588, Fax: (704) 841-2567
NC License# F-1222
www.mckimcreed.com
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
WATERWAY TERRACE (EAST)
PLAN
HIGH PT STA=0+72.05
4751 HIGH PT EL=464.12
475
00
++
06/14/19
=9.00
—464.
4
JPM
DESIGNED
JPM
CHECKED
DKD
PROJ. MGR.
DKD
O
N
t0
—462.
+ M +
465
II
II
PVI STA 4+02.03
IIL=49.14
Q
465
N W
V)
w
LOW
T STA=3+29.4
=463.61
r
U>
I'
>P
>
_
—2.109,
IL
L=1
8.57'
PVI
ELEV=437.33
470
ELEV=459.62 K=20.00
Lr
rn
co
A=20.05%
11
a II
460K=10.
M
Q
C°'o
I II
�
K=20.00 ^
460
J
Ir
J
Cj
CL
+
Cj
Ln
>
O
ULn
\
+
to
+
Q
II
465
cl
a-
+
455
+ °°
V)
vV)w
v~iw
W
455
_
o
2'
V)
W
to W
\
460
450
460
450
0- 0- 0-
2
0
PROP.
/
\
EX. GRADE
mu GRADE
445
01 Zz
445
IRCP
455
•moo
455
0
440
/
440
\
a\o
435
450
435
/
450
o
cc
W
c0 a^ a
cow N
"i
c0 a o
K J
d W
M
t0
M
to
o
O
N
t0
M
t0 0�
o 0 of
t0 n
M
O
t0
o�
o
o
co
M
to
O
oc
o
N
1:N
N
l0
Ln
(
o
O
t0
04
t0 0
N
I! )
<Q
430
430
425
425
36" RCP
420
(BURIED 1')
420
a
W W
W
10 <FO
I
O
co a> Qo to
0 J
d W
—
Ln
p
to
LO
co O
N LO
o O
Ln LO
n LO
r -q-N
N L6
d
O
N
r
M O O a) Ln
r-1f1 I
a
N C, j N )
d
0)
O
0i
DESCRIPTIONS
1+00
)7666\0001\80-DWG\86-DESIGN\EXHIBITS\JURISDICATION IMPACT EXHIBIT\7.13-STERNWAY LANE.DWG - - - - 06/18/2019 17:38:38
2+00
3+00
immlere,
MATCHLINE - SEE SHEET
C7.13 FOR CONTINUATION
WATERWAY TERRACE (EAST) J I_ _q61— — SE ISA TONT RAWI
r
STA. 0+000— — — �- — — —_ _ �—
WATERWAY TERRACETA.(WEST) � 459—j �5
— — i
STERNWAY A�-_ — — — — —I—i �45� —4yy — 5��
STA. 9+07.11
5
-453—
— -C
v�N1CIQM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: (704) 841-2588, Fax: (704) 841-2567
NC License# F-1222
www.mckimcreed.com
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
WATERWAY TERRACE (EAST)
PLAN
HIGH PT STA=0+72.05
4751 HIGH PT EL=464.12
475
00
++
06/14/19
MCE PROJ. #
—464.
4
JPM
DESIGNED
JPM
CHECKED
DKD
PROJ. MGR.
DKD
—462.
N A=5.46%
PVI STA 4+02.03
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THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
WATERWAY TERRACE
PLAN & PROFILE
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
JURISDICTIONAL IMPACT LEGEND:
PERMANENT IMPACTS
ILI
1"=50' (HORIZ.)
50' 0 50' 100'
Ell
5' 0 5' 10'
1"=5' (VERT.)
le
DATE:
06/14/19
MCE PROJ. #
07666-0001
DRAWN
JPM
DESIGNED
JPM
CHECKED
DKD
PROJ. MGR.
DKD
SCALE
HORIZONTAL
1 "=50'
VERTICAL:
1"=5'
oo
STATUS: REVIEW DRAWINGS
NOT FOR CONSTRUCTION
C7.14
DRAWING NUMBER
REVISION
STARBOARD COURT
DITCH #3
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10' SIDE SETBACK
I(TYP) PERMANENT IMPACTS
APPROX. AREA OF TEMPORARY IMPACTS
SPRAY FIELD
(TYP)
C/L�CUL-DE-SAC NOTES:
42YA QjJ%7 G4
HIGH PT STA=2+54.95
HIGH PT EL=474.96
PVI STA=3+37.02
PVI FI FV=47r-; 7F
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
. m
06/14/19
MCE PROJ. #
PVI ELEV=474.21
DRAWN
JPM
A=12.74%
JPM
CHECKED
\�
--47
11 1
DKD
I I I I I I I I
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w LOW PT STA=1+80.08
I I I I I PAL
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k k6ti / STA. 115+793 \ \
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S�A. 0+00.0046
H: N8 °
�C N: 182.99
, 300.00
480
L\ C\K�YSAIL
ts OUR
\ DITCH42
DESCRIPTIONS
S:\07666\0001\80-DWG\86-DESIGN\EXHIBITS\JURISDICATION IMPACT EXHI13IT\7.X-STARB0ARD.DWG - - - - 06/18/2019 17:34:26
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JURISDICTIONAL IMPACT LEGEND:
10' SIDE SETBACK
I(TYP) PERMANENT IMPACTS
APPROX. AREA OF TEMPORARY IMPACTS
SPRAY FIELD
(TYP)
C/L�CUL-DE-SAC NOTES:
42YA QjJ%7 G4
HIGH PT STA=2+54.95
HIGH PT EL=474.96
PVI STA=3+37.02
PVI FI FV=47r-; 7F
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
. m
1+00 2+00 3+00 4+00
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: (704) 841-2588, Fax: (704) 841-2567
INC License# F-1222
www.mckimcreed.com
5+00
6+00
7+00
a
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
STARBOARD POINT PLAN & PROFILE
1"=50' (HORIZ.)
50' 0 50' 100'
5' 0 5' 10'
1"=5' (VERT.)
DATE:
06/14/19
MCE PROJ. #
PVI ELEV=474.21
DRAWN
JPM
A=12.74%
JPM
CHECKED
DKD
PROJ. MGR.
DKD
A=3.4476 L
_- 15.00
K=20.00
LO
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470
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8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: (704) 841-2588, Fax: (704) 841-2567
INC License# F-1222
www.mckimcreed.com
5+00
6+00
7+00
a
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
STARBOARD POINT PLAN & PROFILE
1"=50' (HORIZ.)
50' 0 50' 100'
5' 0 5' 10'
1"=5' (VERT.)
DATE:
06/14/19
MCE PROJ. #
07666-0001
DRAWN
JPM
DESIGNED
JPM
CHECKED
DKD
PROJ. MGR.
DKD
SCALE
HORIZONTAL
1 "=50'
VERTICAL:
1"=5'
STATUS: REVIEW DRAWINGS
NOT FOR CONSTRUCTION
C7.22
DRAWING NUMBER
REVISION