20150440 Ver 1_Site Plan_20150506

Strickland, Bev
From: Rebekah Newton <rebekah @cwenv.com>
Sent: Wednesday, May 06, 2015 3:45 PM
To: Strickland, Bev
Cc: Clement Riddle; Joseph.Carriker @duke - energy.com
Subject: Lena Davis Drive DWR# 150440
Attachments: Lena Davis Landing.pdf
Bev,
As requested, attached is an electronic copy of the full -sized map for the Lena Davis Landing.
Please do not hesitate to contact me with you need any additional information. Thank you.
Rebekah Newton
v
224 South Grove Street, Suite F
Hendersonville, NC 28792
Office: 828 -698 -9800
Mobile: 828 - 606 -6512
rebekah(7cwenv.com
Please consider the environment before printing this e -mail.

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SUBMURGED
END
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35'
(RAMP SECTION #1)
30.5'
(RAMP SECTION #2)
EcE
IMPACT #2
LENGTH = 15 FT
AREA = 950 SF
CONCRETE UNDER WATER = 5 C
TOTAL FILL IN WATER = 40 CY
EDGE OF
WATER
N 050 24'29 ''E
4.98'
N 060 38'17 ''E
47.73'
CENTERLINE OF CREEK
IS PROPERTY LINE AS PER
SPRINKLE SURVEYING DRAWING j
LIMITS
N 070 20,07 ''E CLEARIN.
56.62'
C7.01 STOP SIGN
N 15° 04'47 ''E .
7.83'
IE= 2063.8
EDGE GRAVEL�� ,
IE= 2063.69-/
NORTH= 595,649.869
EAST= 754,521.570
N 595,642.01
E 754,557.87
2
C
NON - CURBED LOWER RIVER �51
CONCRETE BOAT RAMP KEY PLAN
NTS
R
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NON - CURBED 2
CONCRETE C7.51
BOAT RAMP
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Ir
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30'
(RAMP SECTION #2)
18.5'
(RAMP SECTION #3)
SEE SHEET C7.51 FOR BAR LAYOUT, DOWEL LAYOUT
AND SURFACE TREATMENT
AND SURFACE TREATMENT
APRON
APRON
7
7
C7.51
EcE
IMPACT #2
LENGTH = 15 FT
AREA = 950 SF
CONCRETE UNDER WATER = 5 C
TOTAL FILL IN WATER = 40 CY
EDGE OF
WATER
N 050 24'29 ''E
4.98'
N 060 38'17 ''E
47.73'
CENTERLINE OF CREEK
IS PROPERTY LINE AS PER
SPRINKLE SURVEYING DRAWING j
LIMITS
N 070 20,07 ''E CLEARIN.
56.62'
C7.01 STOP SIGN
N 15° 04'47 ''E .
7.83'
IE= 2063.8
EDGE GRAVEL�� ,
IE= 2063.69-/
NORTH= 595,649.869
EAST= 754,521.570
N 595,642.01
E 754,557.87
2
C
NON - CURBED LOWER RIVER �51
CONCRETE BOAT RAMP KEY PLAN
NTS
R
�VO
NON - CURBED 2
CONCRETE C7.51
BOAT RAMP
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Ir
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END
PARKING
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30'
(RAMP SECTION #2)
18.5'
(RAMP SECTION #3)
CURBED UPPER RIVER
CONCRETE BOAT RAMP KEY PLAN
NTS
EDGE
OF WATER
F : \33 \33520\ 3352000 \CIVL \PLOT \9300 \3352000C101- 9300.dgn
E 754,592.06
SURVEY _
CONTROL
N0. 4 REBAR &
CAP SET
NORTH= 595,629.872
EAST= 754,650.617
ELEV= 2,068.62
REMOVE EXISTING GUY WIRE
FROM PROPOSED PARKING
AREA, INSTALL GUY POLE AND
NEW GUY WIRE
SK PROVER Y C7.02 STOP C7.01 CLEARING
BY i FOUND
TREELINE � NORTH= 595,600.42E
-- - -_ -_ EAST= 754
IROOUNIPE �- J
EY R0
S. R, 1733
'q - -0uERF�ENL2 WER
Y I
EL 6
C7.01
N 595 671.08
E 755 003.50
10'
�i
0
r
TRANSITION CURB
TO 0" HIGH
NOTES:
LL
1. COORDINATE WITH PHONE COMPANY FOR REMOVAL O
AND RELOCATION OF GUY POLES AND WIRES.
Z
PARKING 2. SEE SHEET C7.01 FOR SITE DETAILS.
LOT W
3. EXISTING ROCK WALL SHALL BE STABALIZED WITH �/1
RIP -RAP FILL AS REQUIRED BEFORE RAMP AND WEIR V7)
ARE CONSTRUCTED. L
W
U
LEGEND Q
Z
D J
CONCRETE PAD
Q
U
LIGHT -DUTY ASPHALT
Z
L.L
CONCRETE BOAT RAMP O
14'
SAWED
CONTROL
i
............ j JOINT (TYP)
#4 BAR, 3" FROM
EDGE (TYP). #4 BARS
12" O.C.
EACH WAY
LOWER RIVER CONCRETE APPROACH
3 APRON LAYOUT AND BAR LOCATION
�_oNTS
14'
P�
/5
,+ ►
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C7.01 ; - :- SAWED
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;- - -; -:• '-- '-- :.:.:.:.. E - - -- - -; -; -; = - =- CONTROL
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7' (TYP)
54'
#4 BAR, 3" FROM #4 BARS
EDGE (TYP). 12" O.C.
EACH WAY
UPPER RIVER CONCRETE APPROACH
APRON LAYOUT AND BAR LOCATION
NTS
W
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—1
30 15 0 15 30
SCALE: 1" = 30'
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FILE NO.
33520 -00 -9300
©Copyright 2007, Barge Waggoner Sumner & Cannon, Inc. All Rights Reserved
SEE SHEET C7.51 FOR BAR LAYOUT, DOWEL LAYOUT
AND SURFACE TREATMENT
APRON
MONOLITHIC CURB
7
7
C7.51
C7.51
CURBED UPPER RIVER
CONCRETE BOAT RAMP KEY PLAN
NTS
EDGE
OF WATER
F : \33 \33520\ 3352000 \CIVL \PLOT \9300 \3352000C101- 9300.dgn
E 754,592.06
SURVEY _
CONTROL
N0. 4 REBAR &
CAP SET
NORTH= 595,629.872
EAST= 754,650.617
ELEV= 2,068.62
REMOVE EXISTING GUY WIRE
FROM PROPOSED PARKING
AREA, INSTALL GUY POLE AND
NEW GUY WIRE
SK PROVER Y C7.02 STOP C7.01 CLEARING
BY i FOUND
TREELINE � NORTH= 595,600.42E
-- - -_ -_ EAST= 754
IROOUNIPE �- J
EY R0
S. R, 1733
'q - -0uERF�ENL2 WER
Y I
EL 6
C7.01
N 595 671.08
E 755 003.50
10'
�i
0
r
TRANSITION CURB
TO 0" HIGH
NOTES:
LL
1. COORDINATE WITH PHONE COMPANY FOR REMOVAL O
AND RELOCATION OF GUY POLES AND WIRES.
Z
PARKING 2. SEE SHEET C7.01 FOR SITE DETAILS.
LOT W
3. EXISTING ROCK WALL SHALL BE STABALIZED WITH �/1
RIP -RAP FILL AS REQUIRED BEFORE RAMP AND WEIR V7)
ARE CONSTRUCTED. L
W
U
LEGEND Q
Z
D J
CONCRETE PAD
Q
U
LIGHT -DUTY ASPHALT
Z
L.L
CONCRETE BOAT RAMP O
14'
SAWED
CONTROL
i
............ j JOINT (TYP)
#4 BAR, 3" FROM
EDGE (TYP). #4 BARS
12" O.C.
EACH WAY
LOWER RIVER CONCRETE APPROACH
3 APRON LAYOUT AND BAR LOCATION
�_oNTS
14'
P�
/5
,+ ►
.L.L. :. '. .L.i.
C7.01 ; - :- SAWED
•.L.�. :..r.r.a.:.... - .L.J.1..L.L.L. .L. L.j.1..♦.. :. ...r.t.�. ..L.1..,
;- - -; -:• '-- '-- :.:.:.:.. E - - -- - -; -; -; = - =- CONTROL
- -..... ;
- c -L -�- ' ; - -; - -; - : - ? -ti•- - . -; : = JOINT (TYP)
•c: •- : -ti - -r- - - :...- �-:- :- ti -.r -�. ... .......... .. :.:. :. :. ...:. .4--r- r- : -; -' -- '- `- +-- r -r -;- -,•,
.• . . . w
......
.r. .J..,..r.r .r \. a....a..L. .�. .a.. a...... ... �. �..r. .... .�. ,. .6. �. a.
7' (TYP)
54'
#4 BAR, 3" FROM #4 BARS
EDGE (TYP). 12" O.C.
EACH WAY
UPPER RIVER CONCRETE APPROACH
APRON LAYOUT AND BAR LOCATION
NTS
W
z
O
�N
—1
30 15 0 15 30
SCALE: 1" = 30'
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FILE NO.
33520 -00 -9300
©Copyright 2007, Barge Waggoner Sumner & Cannon, Inc. All Rights Reserved