HomeMy WebLinkAbout20170359 Ver 2_GG&CC_EventLawn_BUA_2019111237833790378537843
7
9
2
37
9
0
378
5
379237923785
3780
37803782
3785
3785
380538
1
5
3815380538003
7
9
5
3
7
9
03795
XXXXXXXXXBLDG
BLDG
BLDG
BUILDING
10" CPP28" CPP24" CP
P
1
8
"
C
P
P
70" C
P
P
A
S
P
H
A
L
T
ASP
H
A
L
T
ASPHALTLOCH
DORNIE
GREEN 18
FAIRWAY 18
LOCH
DORNIE
LOCH
DORNIE
LOCH
DORNIE LODLODLODLODLODLODLOD
LOD
LOD LOD LODLODLODLODLODLODLOD LODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD NOTES:
1.LIMITS OF EXISTING ISLAND REMOVAL ARE AS SHOWN
ON GRADING PLANS.PLOT DATE: 10/31/2019 3:46 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C106 Saved by SKANE Save date: 10/29/2019 10:23 AM100% PLANS FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
OCTOBER 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG C104
MATCH LINE - SEE DWG C105MATCH LINE - SEE DWG C107
SCALE: 1" = 30'
PLAN 15
1" = 30'
30 0 30'
LOCH
DORNIE
EXISTING
ISLAND, TYP
EX EDGE
OF WATER
DEMO
PEDESTRIAN
BRIDGE "D"
DEMO
PEDESTRIAN
BRIDGE "E"
DEMO PEDESTRIAN
BRIDGE "C"
DEMO PEDESTRIAN
BRIDGE "B"
DEMO
PEDESTRIAN
BRIDGE "A"
EX ROCK
WALL, TYP
FLAG ISLAND
PETE'S
ISLAND
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C106
EXISTING CONDITIONS & DEMO PLAN
AREA 6
1
2
4
3
5
6
7
7
THIS AREA NOT
TO BE DISTURBED
REMOVE, SALVAGE, AND
STORE FLAG POLE, LIGHTING
AND ELECTRIC CONTROLS
DEMO PATH, STORMWATER
DRAINAGE SYSTEM, AND
VEGETATION AROUND
CLUBHOUSE THAT IS
FLAGGED FOR REMOVAL
RHODODENDRONS
TO BE PROTECTED
DEMO STACKED WALL
AT THIS LOCATION;
STONE MAY BE REUSED//////////////////////////////////////////
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/////////////////VEGETATION TO BE
REMOVED,TYP
CLUB
HOUSE
MATCH LINE - SEE DWG C105
MATCH LINE - SEE DWG C105
LODLODLODLODLODLODLODLOD
L
O
D
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODPROPOSED LAWN
PROPOSED LAWN
PA
PA
EX. CLUB HOUSE
EX. CLUB HOUSE PATIO
EX. CROQUET COURT
CONCRETE WALL W/
MANUFACTURED STONE VENEER
3
W100
CONCRETE WALL W/
MANUFACTURED STONE VENEER
2
W100
STEEL HANDRAIL,
BOTH SIDES
1
L501
1
L500
ADA ACCESSIBLE ROUTE
STONE STAIR, TYP.3
L501
STEEL HANDRAIL,
BOTH SIDES
2
L501
CLUB HOUSE
BOULDER, TYP.1
L501
PARKING AREA FOR EVENT ACCESS
STEEL HANDRAIL,
BOTH SIDES
EX. RHODODENDRONS TO BE
SALVAGED, STORED, PROTECTED,
AND REPLACED
2
L501
2
W100
1
W100
3
W100
PA
PA
PA
PA
PA
ASPHALT PATH
CONCRETE WALL W/ MORTARED
FIELD STONE VENEER
1
W100
BRIDGE 1, PROPOSED
SEE SHEET B101
RIVER ROCK APRON
SPLASH PAD, TYP.
3
L500
EX. VEGETATION TO REMAIN
MORTARED STONE PAVING 2
L500
MORTARED STONE PAVING 2
L500
SAWCUT ASPHALT FOR CLEAN EDGE
STONE BORDER 3
L500
PA
RESTORE LAWN AS NEEDED
RESTORE LAWN AS NEEDED
PA
PA
BRIDGE 1, ABUTMENT 2
SEE SHEET B103
1
W101
EXPANSION JOINT6
W102
PLOT DATE: 10/8/2019 7:06 PM BY: JWARNERFile: \\STEWART-ENG.LOCAL\STEWART\PD\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1-LAKE DREDGE\3-SHEETS\L19013-L100 SITE PLAN Saved by JWARNER Save date: 10/8/2019 9:35 AM100% DESIGN FOR PERMITTING -
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
SEPTEMBER 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
R. MASSEY
10 20'020
1" = 20'
SCALE: 1"=20'
PLANMATCH LINE - SEE DWG L105MATCH LINE - SEE DWG L107
PROPOSED ASPHALT PATH
PROPOSED STONE PAVING
PROPOSED STONE SCREENINGS TRAIL
PROPOSED ROCK APRON
PROPOSED WALLS
PROPOSED BOULDER
PROPOSED BRIDGES
PROPOSED PLANTING AREA, SHOVEL CUT EDGE
LIMITS OF DISTURBANCE
ADA ACCESSIBLE ROUTE
SITE LEGEND:
LOD
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
PA
6
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL SITE PLAN
AREA 6 ENLARGEMENT
AMENITIES
L106.1
37
8
8
37903
7
8
8 3788LODLODLODLODLODLODLOD
LOD
LOD LOD LODLODLODLODLODLODLOD LODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLOD379438033
7
8
9379437
8
9 38023801379137
9
2 3797379938003797
3799
3800
3801
3802379837
9
6
37
9
5
3800380138023796
3795
380
3
378937883789
3788
3792
378937883791378937883790378937883791379
0 37893788379
1
3
7
9
0
3
7
8
9
3
7
8
8
37893798379938003802 380437933
7
9
3 37943790379037893
7
9
0
379037903793379137
9
1
37933791379237933793
379237913
7
9
1
379237933793379237903792379337933792FDFDFDFDFDFDFDFDFDFDFD+HP 3794.50
+ 3793.10
+ 3793.30
+ 3793.10
+ 3793.50
3793.10 +
3793.10 +
BRIDGE 3
SEE SHEET B301
BRIDGE 2
SEE SHEET B201
BRIDGE 1
SEE SHEET B101
FOR PIPE DATA AND TOP OF WALL ELEVATIONS,
SEE ENLARGEMENT, SHEETS L206.1 , L206.2
CONCRETE RETAINING WALL
W/ MANUFACTURED STONE
VENEER
CONCRETE
RETAINING WALL
W/ FIELD STONE
VENEER
CONTRACTOR TO FIELD VERIFY PIPE
DRAINAGE DIRECTION AND INFORMATION.
CONTRACTOR TO CONTACT ENGINEER
FOR DESIGN DIRECTION.
CONCRETE RETAINING WALL
W/ MANUFACTURED STONE
VENEER
PROPOSED MULCH LINE TYP.
PROPOSED EDGE OF WATER
BRIDGE DECK ELEVATION 3793.0
BRIDGE DECK
ELEVATION 3793
BRIDGE DECK END ELEVATION 3793.0
6" PVC UNDERDRAINS
INSTALLED 24" BELOW
PROPOSED GRADE
PROPOSED PATH TO
TIE-INTO EXISTING GRADE
OF EXISTING PATH.
FOR GRADING BELOW EDGE OF WATER,
SEE SHEET C206, TYP.
4' X 6' RIVER ROCK
APRON SPLASH PAD
12 LF 8" HDPE @ 4.31%
305-AD (NDS)
RIM ELEV = 3796.50
INV OUT = 3796.50
PLOT DATE: 10/8/2019 7:07 PM BY: JWARNERFile: \\STEWART-ENG.LOCAL\STEWART\PD\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1-LAKE DREDGE\3-SHEETS\L19013-C500 STORMWATER PLAN Saved by JWARNER Save date: 10/8/2019 11:39 AM100% DESIGN FOR PERMITTING -
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
SEPTEMBER 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
L206
SCALE: 1" = 30'
PLAN
BUILDING
MATCH LINE - SEE DWG L207
15
1" = 30'
30 0 30'MATCH LINE - SEE DWG L2051
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED AREA DRAIN
FLOW DIRECTION
LIMITS OF DISTURBANCE
200
200
GRADING LEGEND:
LOD
6
AMENITIES
GRADING & STORMWATER PLAN
AREA 6
AREA 4 (NO AMENITIES WORK)
R. MASSEY
C. LANDOLL
J. WARNER, N. CARMEN
R. MASSEY
J. WARNER, N. CARMEN
3788L
O
D
L
O
D
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD LO
D LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLOD37943803379137
9
2 3797379938003797
3799
3800
3801
3802379837
9
6
37
9
5
3800380138023796
3795
380
3
37893798379938003802 380437933
7
9
3 379437901
W100
1
W101 FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFD302-AD-EX
RIM ELEV = 3800.74
INV OUT = 3796.70
304-AD (NDS)
RIM ELEV = 3799.28
INV OUT = 3796.45
303-AD (NDS)
RIM ELEV = 3798.78
INV IN = 3795.72 (304-AD (NDS))
INV IN = 3796.00 (305-AD (NDS))
INV OUT = 3795.52
104-AD
RIM ELEV = 3798.39
INV IN = 3791.77 (105-SAND-TRAP)
INV IN = 3793.24 (106-AD-EX)
INV OUT = 3791.57
301-AD
RIM ELEV = 3796.80
INV IN = 3792.81 (302-AD-EX)
INV IN = 3793.00 (303-AD (NDS))
INV OUT = 3792.61
103-AD
RIM ELEV = 3796.50
INV IN = 3791.10 (104-AD)
INV IN = 3794.00 (400-UD)
INV OUT = 3790.90
102-AD
RIM ELEV = 3794.37
INV OUT = 3790.51
101-AD
RIM ELEV = 3792.80
INV IN = 3790.02 (102-AD)
INV IN = 3790.02 (103-AD)
INV IN = 3790.02 (112-AD (NDS))
INV OUT = 3789.82
105-SAND-TRAP
RIM ELEV = 3793.89
INV OUT = 3792.25
100-WALL-OUTLET
INV=3788.78
59 LF
2
4"
H
D
P
E
@
6.
6
4
%72 LF 30" HDPE @ 5.00%33 LF 8" HDPE @ 7.54%49 LF
18"
HDPE
@1.00%
73 L
F
1
8"
H
D
P
E
@
1.
2
0
%
39 LF 18" HDPE @ 1.20%
13 LF 18" HDPE @ 8.00%
4
8
L
F
1
8
"
H
D
P
E
@
1.
0
0
%
37 LF 8" HDPE @ 2.00%
60 LF
1
8
"
H
D
P
E
@
7.
9
9
%
TW 3794
FG 3790.5
TW 3794.5
FG 3791.5
TW 3795.5
FG 3792.0
TW 3796.5
FG 3792.5
TW 3797.5
FG 3793.5
TW 3798.5
FG 3794.5
TW 3799.5
FG 3795.5
TW 3800.5
FG 3796.5
TW 3802.5
BW 3802
TW 3802.5
FG 3799.5
TW 3801.5
FG 3797.5
TW 3803.17
TW 3802.67
TW 3801.32
TW 3800.32
TW 3799.32
FG 3797.32
TW 3799.32
TW 3800.92
TW 3801.42
TW 3800.82
TW 3801.32
TW 3799.82
TW 3803.67
TW 3802.17
TW 3799.82
TW 3800.32
TW 3800.82
TW 3801.92
TW 3802.42
TW 3799.32
TOP OF OPPOSING WALLS ARE THE SAME
TW 3794
CONCRETE RETAINING
WALL W/ FIELD STONE
VENEER
TW 3804.17
CONCRETE RETAINING
WALL W/ FIELD STONE
VENEER
TW 3794 TYP.
FOUNDATION DRAIN OUTLET
FOUNDATION DRAIN OUTLET
6" PERFORATED PVC
FOUNDATION DRAIN AT 3789
4" SLOTTED
CORRUGATED PVC
FOUNDATION DRAIN
BS
3
8
0
1
TS
3
8
0
3
.
5
BS 3797.6
5
TS 3
8
0
0
.
6
5
BS 3799.75TS 3801.75BS 3797.65TS 3799.65401-UD
402-UD
404-UD
403-UD
400-UD
405-UD
406-UD
+ 3793.05 380338023
8
0
1
380
0
3799
3798
379
7
3
7
9
6
379537943793+ 3796.3
+ HP 3798.25
+ 3797.35
+ 3804.0
+ 3803.5
3797.17 +
TW 3794.0 +
+ TW 3794.0
+ 3793.0TW 3791.67 +
8' X 12' RIVER ROCK
APRON SPLASH PAD
6" - DEEP BY
2'-WIDE
SWALE
FOUNDATION
DRAIN
24 LF 8" @ 1.26%
112-AD (NDS)
RIM ELEV = 3792.50
INV OUT = 3790.32
12 LF 8" HDPE @ 4.31%
305-AD (NDS)
RIM ELEV = 3796.50
INV OUT = 3796.50
PLOT DATE: 10/8/2019 7:07 PM BY: JWARNERFile: \\STEWART-ENG.LOCAL\STEWART\PD\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1-LAKE DREDGE\3-SHEETS\L19013-C500 STORMWATER PLAN Saved by JWARNER Save date: 10/8/2019 11:39 AM100% DESIGN FOR PERMITTING -
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
SEPTEMBER 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
SCALE: 1" = 10'
PLAN 5
1" = 10'
10 0 10'
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED AREA DRAIN
FLOW DIRECTION
LIMITS OF DISTURBANCE
200
200
GRADING LEGEND:
LOD
6
AMENITIES
GRADING & STORMWATER PLAN
AREA 6 ENLARGEMENT
L206.1
R. MASSEY
C. LANDOLL
R. MASSEY
MATCH LINE - SEE DWG L206.2
MATCH LINE - SEE DWG L206.1
J. WARNER, N. CARMEN
J. WARNER, N. CARMEN
3788LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO
D LODLOD37943796
3795378937931
W100
1
W101
FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFD301-AD
RIM ELEV = 3796.80
INV IN = 3792.81 (302-AD-EX)
INV IN = 3793.00 (303-AD (NDS))
INV OUT = 3792.61
201-AD
RIM ELEV = 3794.40
INV OUT = 3790.20
102-AD
RIM ELEV = 3794.37
INV OUT = 3790.51
101-AD
RIM ELEV = 3792.80
INV IN = 3790.02 (102-AD)
INV IN = 3790.02 (103-AD)
INV IN = 3790.02 (112-AD (NDS))
INV OUT = 3789.82
300-WALL-OUTLET
RIM ELEV = 3791.72
INV IN = 3789.00 (301-AD)
100-WALL-OUTLET
INV=3788.78
200-WALL-OUTLET
RIM ELEV = 3784.54
INV IN = 3788.87 (201-AD)72 LF 30" HDPE @ 5.00%49 LF
18"
HDPE
@1.00%
13 LF 18" HDPE @ 8.00%17 LF12"HDPE@8.00%
TW 3794
TW 3794 TYP.
CONCRETE RETAINING
WALL W/ FIELD STONE
VENEER
CONCRETE RETAINING
WALL W/ FIELD STONE
VENEER
TW 3794 TYP.
FOUNDATION DRAIN OUTLET
FOUNDATION DRAIN OUTLET
6" PERFORATED PVC
FOUNDATION DRAIN AT 3789
8' X 12' RIVER ROCK
APRON SPLASH PAD
5
L500
8' X 12' RIVER ROCK
APRON SPLASH PAD
5
L500
8' X 6' RIVER ROCK
APRON SPLASH PAD
5
L500
6
W102 EXPANSION JOINT
STRUCTURE TABLE
STRUCTURE NAME
20-FES
21-FES
24-FES
25-FES
100-WALL-OUTLET
101-AD
102-AD
103-AD
104-AD
105-SAND-TRAP
106-AD-EX
112-AD (NDS)
200-WALL-OUTLET
201-AD
300-WALL-OUTLET
301-AD
302-AD-EX
303-AD (NDS)
304-AD (NDS)
305-AD (NDS)
400-UD
401-UD
402-UD
403-UD
404-UD
405-UD
406-UD
STRUCTURE RIM
3792.55
3792.80
3792.55
3792.80
3791.68
3792.80
3794.37
3796.50
3798.39
3793.89
3803.10
3792.50
3784.54
3794.40
3791.72
3796.80
3800.74
3798.78
3799.28
3796.50
3794.73
3794.57
3795.22
3794.73
3795.77
3794.73
3796.24
INVERTS
INV IN: 3800.00 8" (21-FES)
INV OUT: 3801.00 8" (20-FES)
INV IN: 3790.00 12" HDPE (25-FES)
INV OUT: 3790.25 12" HDPE (24-FES)
INV IN: 3788.78 18" HDPE (101-AD)
INV IN: 3790.02 18" HDPE (102-AD)
INV IN: 3790.02 18" HDPE (103-AD)
INV IN: 3790.02 8" (112-AD (NDS))
INV OUT: 3789.82 18" HDPE (100-WALL-OUTLET)
INV OUT: 3790.51 18" HDPE (101-AD)
INV IN: 3791.10 18" HDPE (104-AD)
INV IN: 3794.00 6" PVC (400-UD)
INV OUT: 3790.90 18" HDPE (101-AD)
INV IN: 3791.77 18" HDPE (105-SAND-TRAP)
INV IN: 3793.24 18" HDPE (106-AD-EX)
INV OUT: 3791.57 18" HDPE (103-AD)
INV OUT: 3792.25 18" HDPE (104-AD)
INV OUT: 3798.00 18" HDPE (104-AD)
INV OUT: 3790.32 8" (101-AD)
INV IN: 3788.87 12" HDPE (201-AD)
INV OUT: 3790.20 12" HDPE (200-WALL-OUTLET)
INV IN: 3789.00 30" HDPE (301-AD)
INV IN: 3792.81 24" HDPE (302-AD-EX)
INV IN: 3793.00 8" HDPE (303-AD (NDS))
INV OUT: 3792.61 30" HDPE (300-WALL-OUTLET)
INV OUT: 3796.70 24" HDPE (301-AD)
INV IN: 3795.72 8" HDPE (304-AD (NDS))
INV IN: 3796.00 8" HDPE (305-AD (NDS))
INV OUT: 3795.52 8" HDPE (301-AD)
INV OUT: 3796.45 8" HDPE (303-AD (NDS))
INV OUT: 3796.50 8" HDPE (303-AD (NDS))
INV IN: 3794.25 6" PERFORATED PVC (403-UD)
INV OUT: 3794.50 6" PERFORATED PVC (401-UD)
INV OUT: 3794.25 6" PVC (103-AD)
INV IN: 3794.25 6" PERFORATED PVC (400-UD)
INV IN: 3794.50 6" PERFORATED PVC (402-UD)
INV OUT: 3794.65 6" PERFORATED PVC (401-UD)
INV IN: 3795.00 6" PERFORATED PVC (404-UD)
INV IN: 3795.00 6" PERFORATED PVC (405-UD)
INV OUT: 3795.00 6" PERFORATED PVC (400-UD)
INV OUT: 3795.20 6" PERFORATED PVC (403-UD)
INV IN: 3795.50 6" PERFORATED PVC (406-UD)
INV OUT: 3795.50 6" PERFORATED PVC (403-UD)
INV OUT: 3795.67 6" PERFORATED PVC (405-UD)
PIPE TABLE
START STRUCTURE
21-FES
25-FES
101-AD
112-AD (NDS)
103-AD
102-AD
400-UD
104-AD
106-AD-EX
105-SAND-TRAP
201-AD
301-AD
303-AD (NDS)
302-AD-EX
305-AD (NDS)
304-AD (NDS)
403-UD
400-UD
402-UD
405-UD
404-UD
406-UD
END STRUCTURE
20-FES
24-FES
100-WALL-OUTLET
101-AD
101-AD
101-AD
103-AD
103-AD
104-AD
104-AD
200-WALL-OUTLET
300-WALL-OUTLET
301-AD
301-AD
303-AD (NDS)
303-AD (NDS)
400-UD
401-UD
401-UD
403-UD
403-UD
405-UD
START INVERT
3801.00
3790.25
3789.82
3790.32
3790.90
3790.51
3794.25
3791.57
3798.00
3792.25
3790.20
3792.61
3795.52
3796.70
3796.50
3796.45
3795.00
3794.50
3794.65
3795.50
3795.20
3795.67
END INVERT
3800.00
3790.00
3788.78
3790.02
3790.02
3790.02
3794.00
3791.10
3793.24
3791.77
3788.87
3789.00
3793.00
3792.81
3796.00
3795.72
3794.25
3794.25
3794.50
3795.00
3795.00
3795.50
SIZE
8"
12"
18"
8"
18"
18"
6"
18"
18"
18"
12"
30"
8"
24"
8"
8"
6"
6"
6"
6"
6"
6"
LENGTH
21.66'
21.66'
12.98'
23.78'
73.26'
48.68'
11.17'
39.44'
59.60'
47.84'
16.64'
72.26'
33.46'
58.58'
11.59'
36.65'
9.38'
8.62'
30.81'
16.27'
39.81'
34.68'
SLOPE
4.62%
1.15%
8.00%
1.26%
1.20%
1.00%
2.24%
1.20%
7.99%
1.00%
8.00%
5.00%
7.54%
6.64%
4.31%
2.00%
7.99%
2.90%
0.50%
3.07%
0.50%
0.50%
MATERIAL
HDPE
HDPE
HDPE
HDPE
PVC
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
PERFORATED PVC
PERFORATED PVC
PERFORATED PVC
PERFORATED PVC
PERFORATED PVC
PERFORATED PVC
PLOT DATE: 10/8/2019 7:07 PM BY: JWARNERFile: \\STEWART-ENG.LOCAL\STEWART\PD\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1-LAKE DREDGE\3-SHEETS\L19013-C500 STORMWATER PLAN Saved by JWARNER Save date: 10/8/2019 11:39 AM100% DESIGN FOR PERMITTING -
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
SEPTEMBER 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
SCALE: 1" = 10'
PLAN 5
1" = 10'
10 0 10'
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED AREA DRAIN
FLOW DIRECTION
LIMITS OF DISTURBANCE
200
200
GRADING LEGEND:
LOD
6
AMENITIES
GRADING & STORMWATER PLAN
AREA 6 ENLARGEMENT
R. MASSEY
C. LANDOLL
R. MASSEY
L206.2
MATCH LINE - SEE DWG L206.2
MATCH LINE - SEE DWG L206.1
J. WARNER, N. CARMEN
J. WARNER, N. CARMEN