HomeMy WebLinkAboutWilmington Athletic Complex Site Plan 11.24.2020CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
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11.11.20
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.C1.00
WLM17000-OADM1
-
EMD
1" = 100'
CONDITIONS
EXISTING
EXISTING SITE ENTRANCE
PROPERTY LINE
EX
I
S
T
I
N
G
P
A
R
K
I
N
G
EX. GAZEBO
EXISTING FIEL
D
EXISTING FIELD
EXISTING FIELDS
EXISTING FIELDS
EXISTING
PARKING
EXISTING
PARKING
EXISTI
N
G
PARKIN
G
EXISTING
PARKING
PROPER
T
Y
L
I
N
E
EXISTING FENCE LINE
EX. RESTROOM BUILDING
AND SIDEWALK
APPROXIMATE EXTENTS
OF LANDFILL
20' METHANE
VENT CLEAR ZONE
EX. GRAVEL PARKING
EX. INLETS AND
CONC. APRONS
EX. GRAVEL DRIVE
EX. FENCE
EX. FENCE
EX. EDGE OF GRAVEL
DRIVE TO BE ADJUSTED
EX. MULCH PILE
EXISTING FIELD
EX. SAND PILE
EX. STORAGE
CONTAINER
EX. IRRIGATION LINES
AND VALVES
EX. RIPRAP TO
BE REMOVED
EXISTING FENCE LINE
APPROX. EXTENTS OF
LANDFILL MATERIAL
EXISTING
SEPTIC FIELD
EX. MULCH
PARKING BORDER
EX. MULCH
PARKING BORDER
EX. RIPRAP
APPROX. EXTENTS OF
LANDFILL MATERIAL
APPROX. EXTENTS OF
LANDFILL MATERIAL
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
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11.11.20
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.C1.01
WLM17000-OADM1
-
EMD
1" = 100'
DEMOLITION PLAN
OVERALL
DEMOLITION LEGEND
EXISTING SITE ENTRANCE
PROPERTY LINE
EX
I
S
T
I
N
G
P
A
R
K
I
N
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EX. GAZEBO
TO REMAIN
EXISTING FIEL
D
EXISTING FIELD
EXISTING FIELDS
EXISTING FIELDS
EXISTING
PARKING
EXISTING
PARKING
EXISTI
N
G
PARKIN
G
EXISTING
PARKING
PROPER
T
Y
L
I
N
E
EXISTING FENCE LINE
EX. RESTROOM BUILDING AND
SIDEWALK TO BE REMOVED
APPROXIMATE EXTENTS
OF LANDFILL
20' METHANE
VENT CLEAR ZONE
EX. GRAVEL PARKING
TO BE REMOVED
EX. INLETS AND CONC.
APRON TO BE REMOVED
EX. INLETS AND CONC.
APRON TO BE REMOVED
EX. GRAVEL DRIVE
TO BE REMOVED
EX. FENCE TO
BE REMOVED
EX. METHANE VENT TO BE
RELOCATED (TYP.) - SEE EMP
FOR DETAILS
EX. FENCE TO
BE REMOVED
(2) EX. SIGN TO
BE REMOVED
EX. EDGE OF GRAVEL
DRIVE TO BE ADJUSTED
EX. GRAVEL TO BE REFRESHED AND
LIMITS ADJUSTED - SEE SPECIFICATIONS
(ALTERNATE X)EX. MULCH PILE
TO BE REMOVED
(2) EX. SEPTIC VALVES
TO BE REMOVED
EXISTING FIELD
EX. SAND PILE
TO BE REMOVED
(ALTERNATE X)
EX. SEPTIC PUMP TO
BE REMOVED
EX. STORAGE CONTAINER
TO BE REMOVED OR RELOCATED
(ALTERNATE X)
EX. INLETS AND CONC.
APRON TO BE REMOED
(ALTERNATE X)
EX. IRRIGATION LINES AND
VALVES TO BE REMOVED
(ALTERNATE X)
EX. RIPRAP TO
BE REMOVED
EX. SIGN TO BE
REMOVED
(ALTERNATE X)
(2) EX. SIGNS TO
BE REMOVED
(ALTERNATE X)
EXISTING FENCE LINE
APPROX. EXTENTS OF
LANDFILL MATERIAL
EXISTING
SEPTIC FIELD
EX. TREE TO BE
REMOVED (TYP.)
(ALTERNATE X)
EX. MULCH TO BE ADJUSTED
WITH GRAVEL PARKING LIMITS
(ALTERNATE X)
EX. GRAVEL TO BE REFRESHED AND
LIMITS ADJUSTED - SEE SPECIFICATIONS
(ALTERNATE X)
EX. GRAVEL TO BE REFRESHED AND
LIMITS ADJUSTED - SEE SPECIFICATIONS
(ALTERNATE X)
EX. MULCH TO BE ADJUSTED
WITH GRAVEL PARKING LIMITS
(ALTERNATE X)
EX. MULCH TO BE ADJUSTED
WITH GRAVEL PARKING LIMITS
(ALTERNATE X)
EX. RIPRAP TO
REMAIN
APPROX. EXTENTS OF
LANDFILL MATERIAL
APPROX. EXTENTS OF
LANDFILL MATERIAL
5
0
4
0
3
0
2
0
1
0
4
0
3
0
2
0
1
0
5
0
4
0
3
0
2
0
1
0
4
0
3
0
2
0
1
0
5 0 4 0 3 0 2 0 1 04 03 02 01 0
5 04 03 02 01 0 4 0 3 0 2 0 1 0
5 0 4 0 3 0 2 0 1 04 03 02 01 0
5 04 03 02 01 0 4 0 3 0 2 0 1 0
5 0 4 0 3 0 2 0 1 04 03 02 01 0
5 04 03 02 01 0 4 0 3 0 2 0 1 0
5 0 4 0 3 0 2 0 1 04 03 02 01 0
5 04 03 02 01 0 4 0 3 0 2 0 1 0
HT
HPHP
EXISTING SITE
ENTRANCE
RESTROOM
BUILDING
EXISTING
GAZEBO
FOOD TRUCK
PARKINGADA
PARKING
EXISTING FENCE LINE
EXISTING EDGE
OF PAVEMENT
GRAVEL
PARKING
LOT
10' CONCRETE
SIDEWALK
MULTI-USE PATH
(ALTERNATE X)
MAINTENANCE
BLDG. AND FENCE
MULTI-USE PATH
(ALTERNATE X)
PLAYGROUND AND
PATH CONNECTION
(ALTERNATE)
20' METHANE
VENT CLEAR ZONE
PLAYING FIELD
PERIMETER FENCE
WHEELSTOP
(TYP.)
FIELD LIGHTS
(ALTERNATE X)
FIELD LIGHTS
EX. FIELD TO REMAIN
(BASE BID ONLY)
LEVEL
SPREADER
LEVEL
SPREADER
SITE LEGEND
FI
E
L
D
L
I
G
H
T
S
(A
L
T
E
R
N
A
T
E
X
)
PR
O
P
E
R
T
Y
L
I
N
E
EXISTING FIELD
EXISTING FIELD
EXISTING FIELDS
FIELD #11
SYNTHETIC
360' x 210'
(ALTERNATE X)
EXISTING FIELDS
FIELD #9
(360' x 210')
FIELD #6
(360' x 210')
FIELD #8
(360' x 210')
P
R
O
P
E
R
T
Y
L
I
N
E
RENOVATED PARKING (ALTERNATE X)
10
S
P
A
C
E
S
10
S
P
A
C
E
S
10
S
P
A
C
E
S
16
S
P
A
C
E
S
10
S
P
A
C
E
S
13
S
P
A
C
E
S
12 SPACES
8
S
P
A
C
E
S
8
S
P
A
C
E
S
8
S
P
A
C
E
S
8
S
P
A
C
E
S
8
S
P
A
C
E
S
8
S
P
A
C
E
S
17 SPACES
17 SPACES
23 SPACES
21 SPACES 21 SPACES
23 SPACES
23 SPACES
27 SPACES27 SPACES
23 SPACES
4 SPACES
21 SPACES
9
S
P
A
C
E
S
9
S
P
A
C
E
S
12
S
P
A
C
E
S
13
S
P
A
C
E
S
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
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2
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0
1
11.11.20
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.C2.00
WLM17000-OAS1
-
EMD
1" = 100'
SITE PLAN
OVERALL
GENERAL SITE NOTES - APPLIES TO SHEETSC2.00, C2.01, C2.02, C2.10, C2.11 AND C2.12
1.THE CONTRACTOR SHALL WORK CLOSELY WITH THE OWNER'S REP. AND/OR LANDSCAPE
ARCHITECT AND NOTIFY HIM AS ADDITIONAL INFORMATION IS NEEDED TO PROPERLY
CONSTRUCT/INSTALL/BUILD ELEMENTS DEPICTED HEREIN.
2.THE CONTRACTOR SHALL PERFORM HIS/HER OWN INVESTIGATIONS TO THE EXTENT
NECESSARY TO DETERMINE EFFECTS OF SUB-SURFACE CONDITIONS ON WORK AND SHALL
BID AND CONSTRUCT WORK IN ACCORDANCE WITH FINDINGS.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND
UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL
CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE
EXPENSE OF THE CONTRACTOR.
4.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES
AND UNUSUAL CONDITIONS TO OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO
CONSTRUCTION.
5.ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER
SURFACES SHALL BE STABILIZED BY SEEDING, FERTILIZING, MULCHING, AND WATERING AS
REQUIRED TO OBTAIN AN ACCEPTABLE GROUND COVER, UNLESS SPECIFIED OTHERWISE.
ALL AREAS THAT ARE DISTURBED BY CONSTRUCTION INSIDE OR OUTSIDE THE LIMITS OF
WORK SHALL BE REPAIRED, GRADED, AND GRASSED AT THE CONTRACTOR'S EXPENSE.
6.SEE CIVIL DRAWINGS FOR ADDITIONAL GRADING AND DRAINAGE INFORMATION.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AND ALL
AREAS WHICH ARE FIELD ADJUSTED DURING CONSTRUCTION.
8.CONTRACTOR SHALL RESTORE DAMAGED FINISHES AND REPLACE DAMAGED OR
DEFECTIVE BRICK PAVERS OR CONCRETE.
9.CONTRACTOR SHALL STAKE ALL WALKS, HARDSCAPE AND OTHER PAVED AREAS TO BE
COMPLETED AND OBTAIN APPROVAL FROM OWNER'S REP. AND/OR LANDSCAPE
ARCHITECT PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO
CONSTRUCTION. ANY WORK PERFORMED WITHOUT APPROVAL IS AT RISK FOR
REPLACEMENT BY THE CONTRACTOR.
10.ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM OWNER'S REP. PRIOR TO
CONSTRUCTION.
11.CONSTRUCT EXPANSION JOINTS WHERE WALKS MEET CURBS, STEPS, WALLS, FIXED SLABS,
OR VERTICAL STRUCTURES.
12.TEMPORARY EROSION & SEDIMENT CONTROLS (SILT FENCES, ETC.) SHALL BE INSTALLED
AT INLETS, PIPES, AND LIMITS OF WORK AREAS WHERE SURFACE RUN-OFF OCCURS UNTIL
SOIL STABILIZATION IS COMPLETE. SEE CIVIL DRAWINGS FOR SEDIMENTATION AND
EROSION CONTROL INFORMATION.
13.SEE ARCHITECTURAL PLANS FOR BUILDING INFORMATION.
14.CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS, INCLUDING REPAIR OF EROSION
AREAS UNTIL GRASS HAS REACHED LEVEL OF FINAL ACCEPTANCE.
15.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CONTRACT
DOCUMENTS AND ALL LOCAL, STATE, AND FEDERAL AGENCIES AND REGULATIONS.
16.CONTRACTOR SHALL PROTECT THE PUBLIC FROM CONSTRUCTION AREAS AND
ASSOCIATED ACTIVITY DURING CONSTRUCTION.
17.DIGITAL BASE FILE MAY BE MADE AVAILABLE FOR USE IN FIELD LOCATION OF ELEMENTS
AND SITE FEATURES. ANY HARDCOPY INFORMATION THAT CONFLICTS SHALL BE BROUGHT
TO OWNER'S REP AND/OR LANDSCAPE ARCHITECT'S ATTENTION.
18.CONTRACTOR SHALL COORDINATE CONDUIT LOCATIONS (I.E. IRRIGATION, ELECTRICAL,
NATURAL GAS ETC.) PRIOR TO CONCRETE INSTALLATION.
MULTI-USE PATH
(ALTERNATE X)
AREA A - SEE SHEET C2.01 FOR
BASE BID, C2.10 FOR ALTERNATES
AREA A.1 - SEE
SHEET C2.10 FOR
ALTERNATES
MULTI-USE PATH
(ALTERNATE X)
ADA RAMP TO
SYNTH. TURF FIELD
(ALTERNATE X)WHEELSTOP (TYP.)
(ALTERNATE X)
10' CONCRETE
SIDEWALK
ENTRANCE
PLAZA
CONCRETE BENCH PAD
(ALTERNATE X)
FIELD LIGHTS
(ALTERNATE X)
FIELD #7
(360' x 210')
FIELD LIGHTS
FIELD LIGHTS
FIELD LIGHTS
FIELD LIGHTS
(ALTERNATE X)
RENOVATED PARKING
(ALTERNATE X)
AREA B - SEE SHEET C2.02 FOR
BASE BID, C2.11 FOR ALTERNATES
AREA C - SEE SHEET C2.03 FOR
BASE BID, C2.12 FOR ALTERNATES
FI
E
L
D
L
I
G
H
T
S
(A
L
T
E
R
N
A
T
E
X
)
FI
E
L
D
L
I
G
H
T
S
(A
L
T
E
R
N
A
T
E
X
)
FI
E
L
D
L
I
G
H
T
S
(A
L
T
E
R
N
A
T
E
X
)
EXISTING SEPTIC FIELD
RENOVATED PARKING
(ALTERNATE X)
FIELD LIGHTS
(ALTERNATE X)
10
SP
A
C
E
S
2
SP
A
C
E
S
PROPERTY LINE
SEPTIC EXPANSION
AREA EXTENTS
MAINTENANCE
BLDG. GRAVEL DRIVE
EXISTING FIELD
PERIMETER FENCE
(ALTERNATE X)
WHEELSTOP (TYP.)
(ALTERNATE X)
EXISTING
RIP RAP
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
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11.11.20
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.C2.01
WLM17000-S1
-
EMD
1" = 40'
BASE BID
SITE PLAN - AREA A
SITE LEGEND DETAIL KEY SCHEDULE
X0.00
DETAIL TBD00
EXISTING GAZEBO
TO REMAIN
SITE ENTRANCE DRIVE
EXISTING EDGE OF
GRAVEL DRIVE
EXISTING EDGE
OF GRAVEL DRIVE
R42'
EXISTING FIELD
EXISTING FIELDSEXISTING FIELDS
ADJUSTED EDGE
OF GRAVEL DRIVE
ADJUSTED EDGE OF
GRAVEL DRIVE
20'
20' METHANE VENT
CLEAR ZONE (TYP.)
MATCHLINE - SEE SHEET C2.02
GENERAL SITE NOTES
1.THE CONTRACTOR SHALL WORK CLOSELY WITH THE OWNER'S REP. AND/OR LANDSCAPE ARCHITECT AND
NOTIFY HIM AS ADDITIONAL INFORMATION IS NEEDED TO PROPERLY CONSTRUCT/INSTALL/BUILD
ELEMENTS DEPICTED HEREIN.
2.THE CONTRACTOR SHALL PERFORM HIS/HER OWN INVESTIGATIONS TO THE EXTENT NECESSARY TO
DETERMINE EFFECTS OF SUB-SURFACE CONDITIONS ON WORK AND SHALL BID AND CONSTRUCT WORK IN
ACCORDANCE WITH FINDINGS.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR
TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE
TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
4.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES AND UNUSUAL
CONDITIONS TO OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
5.ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL
BE STABILIZED BY SEEDING, FERTILIZING, MULCHING, AND WATERING AS REQUIRED TO OBTAIN AN
ACCEPTABLE GROUND COVER, UNLESS SPECIFIED OTHERWISE. ALL AREAS THAT ARE DISTURBED BY
CONSTRUCTION INSIDE OR OUTSIDE THE LIMITS OF WORK SHALL BE REPAIRED, GRADED, AND GRASSED AT
THE CONTRACTOR'S EXPENSE.
6.SEE CIVIL DRAWINGS FOR ADDITIONAL GRADING AND DRAINAGE INFORMATION.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AND ALL AREAS WHICH
ARE FIELD ADJUSTED DURING CONSTRUCTION.
8.CONTRACTOR SHALL RESTORE DAMAGED FINISHES AND REPLACE DAMAGED OR DEFECTIVE BRICK PAVERS
OR CONCRETE.
9.CONTRACTOR SHALL STAKE ALL WALKS, HARDSCAPE AND OTHER PAVED AREAS TO BE COMPLETED AND
OBTAIN APPROVAL FROM OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. ANY
DISCREPANCIES SHALL BE RESOLVED PRIOR TO CONSTRUCTION. ANY WORK PERFORMED WITHOUT
APPROVAL IS AT RISK FOR REPLACEMENT BY THE CONTRACTOR.
10.ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM OWNER'S REP. PRIOR TO CONSTRUCTION.
11.CONSTRUCT EXPANSION JOINTS WHERE WALKS MEET CURBS, STEPS, WALLS, FIXED SLABS, OR VERTICAL
STRUCTURES.
12.TEMPORARY EROSION & SEDIMENT CONTROLS (SILT FENCES, ETC.) SHALL BE INSTALLED AT INLETS, PIPES,
AND LIMITS OF WORK AREAS WHERE SURFACE RUN-OFF OCCURS UNTIL SOIL STABILIZATION IS COMPLETE.
SEE CIVIL DRAWINGS FOR SEDIMENTATION AND EROSION CONTROL INFORMATION.
13.SEE ARCHITECTURAL PLANS FOR BUILDING INFORMATION.
14.CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS, INCLUDING REPAIR OF EROSION AREAS UNTIL GRASS
HAS REACHED LEVEL OF FINAL ACCEPTANCE.
15.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND ALL
LOCAL, STATE, AND FEDERAL AGENCIES AND REGULATIONS.
16.CONTRACTOR SHALL PROTECT THE PUBLIC FROM CONSTRUCTION AREAS AND ASSOCIATED ACTIVITY
DURING CONSTRUCTION.
17.DIGITAL BASE FILE MAY BE MADE AVAILABLE FOR USE IN FIELD LOCATION OF ELEMENTS AND SITE
FEATURES. ANY HARDCOPY INFORMATION THAT CONFLICTS SHALL BE BROUGHT TO OWNER'S REP
AND/OR LANDSCAPE ARCHITECT'S ATTENTION.
18.CONTRACTOR SHALL COORDINATE CONDUIT LOCATIONS (I.E. IRRIGATION, ELECTRICAL, NATURAL GAS ETC.)
PRIOR TO CONCRETE INSTALLATION.
FIELD LIGHTS
FIELD LIGHTS FIELD LIGHTS
FIELD LIGHTS
X0.00
DETAIL TBD00
5 04 03 02 01 0 4 0 3 0 2 0 1 0 5 04 03 02 01 0 4 0 3 0 2 0 1 0
P2 P2 P2 P2
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
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7
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P
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
O
N
A
L
A
T
H
L
E
T
I
C
C
O
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P
L
E
X
6
0
%
C
O
N
S
T
R
U
C
T
I
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N
D
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A
W
I
N
G
S
20
5
S
U
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N
S
T
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A
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P
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A
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WI
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,
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2
8
4
0
1
11.11.20
C2.02
WLM17000-S1
-
EMD
1" = 40'
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
BASE BID
SITE PLAN - AREA B
MATCHLINE - SEE SHEET C2.01
MATCHLINE - SEE SHEET C2.03
SITE LEGENDGENERAL SITE NOTES
1.THE CONTRACTOR SHALL WORK CLOSELY WITH THE OWNER'S REP. AND/OR LANDSCAPE ARCHITECT AND
NOTIFY HIM AS ADDITIONAL INFORMATION IS NEEDED TO PROPERLY CONSTRUCT/INSTALL/BUILD
ELEMENTS DEPICTED HEREIN.
2.THE CONTRACTOR SHALL PERFORM HIS/HER OWN INVESTIGATIONS TO THE EXTENT NECESSARY TO
DETERMINE EFFECTS OF SUB-SURFACE CONDITIONS ON WORK AND SHALL BID AND CONSTRUCT WORK IN
ACCORDANCE WITH FINDINGS.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR
TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE
TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
4.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES AND UNUSUAL
CONDITIONS TO OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
5.ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL
BE STABILIZED BY SEEDING, FERTILIZING, MULCHING, AND WATERING AS REQUIRED TO OBTAIN AN
ACCEPTABLE GROUND COVER, UNLESS SPECIFIED OTHERWISE. ALL AREAS THAT ARE DISTURBED BY
CONSTRUCTION INSIDE OR OUTSIDE THE LIMITS OF WORK SHALL BE REPAIRED, GRADED, AND GRASSED AT
THE CONTRACTOR'S EXPENSE.
6.SEE CIVIL DRAWINGS FOR ADDITIONAL GRADING AND DRAINAGE INFORMATION.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AND ALL AREAS WHICH
ARE FIELD ADJUSTED DURING CONSTRUCTION.
8.CONTRACTOR SHALL RESTORE DAMAGED FINISHES AND REPLACE DAMAGED OR DEFECTIVE BRICK PAVERS
OR CONCRETE.
9.CONTRACTOR SHALL STAKE ALL WALKS, HARDSCAPE AND OTHER PAVED AREAS TO BE COMPLETED AND
OBTAIN APPROVAL FROM OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. ANY
DISCREPANCIES SHALL BE RESOLVED PRIOR TO CONSTRUCTION. ANY WORK PERFORMED WITHOUT
APPROVAL IS AT RISK FOR REPLACEMENT BY THE CONTRACTOR.
10.ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM OWNER'S REP. PRIOR TO CONSTRUCTION.
11.CONSTRUCT EXPANSION JOINTS WHERE WALKS MEET CURBS, STEPS, WALLS, FIXED SLABS, OR VERTICAL
STRUCTURES.
12.TEMPORARY EROSION & SEDIMENT CONTROLS (SILT FENCES, ETC.) SHALL BE INSTALLED AT INLETS, PIPES,
AND LIMITS OF WORK AREAS WHERE SURFACE RUN-OFF OCCURS UNTIL SOIL STABILIZATION IS COMPLETE.
SEE CIVIL DRAWINGS FOR SEDIMENTATION AND EROSION CONTROL INFORMATION.
13.SEE ARCHITECTURAL PLANS FOR BUILDING INFORMATION.
14.CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS, INCLUDING REPAIR OF EROSION AREAS UNTIL GRASS
HAS REACHED LEVEL OF FINAL ACCEPTANCE.
15.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND ALL
LOCAL, STATE, AND FEDERAL AGENCIES AND REGULATIONS.
16.CONTRACTOR SHALL PROTECT THE PUBLIC FROM CONSTRUCTION AREAS AND ASSOCIATED ACTIVITY
DURING CONSTRUCTION.
17.DIGITAL BASE FILE MAY BE MADE AVAILABLE FOR USE IN FIELD LOCATION OF ELEMENTS AND SITE
FEATURES. ANY HARDCOPY INFORMATION THAT CONFLICTS SHALL BE BROUGHT TO OWNER'S REP
AND/OR LANDSCAPE ARCHITECT'S ATTENTION.
18.CONTRACTOR SHALL COORDINATE CONDUIT LOCATIONS (I.E. IRRIGATION, ELECTRICAL, NATURAL GAS ETC.)
PRIOR TO CONCRETE INSTALLATION.
18
'
24
'
18
'
18
'
24
'
18
'
23 SPACES
23 SPACES
± 27 SPACES
± 21 SPACES
± 27 SPACES
± 21 SPACES
ADA PARKING
10' CONCRETE
SIDEWALK
RESTROOM
BUILDING ±2,600 SF
15
'
R10' (TYP.)
20
.
1
'
POLE MOUNTED SITE
LIGHTING FIXTURE
19
'
15
'
15'
129.8'
20'
R42'
10'
10'
44
.
5
'
R5'
R12'
20'
11'
20
'
20
'
9'
16
'
60
'
16
'
60
'
10
'
24
'
24
'
10'
207'
258.6'
34'189'189'
R40'
R42'
R12'
R5' (TYP.)
20'
20'
20'
246.6'246.6'
10
'
10
'
28.2'10'
14
8
'
24
'
145.9'100'
40
'
160'
67
'
25
'
MAINTENANCE
BUILDING ±400 SF
MAINTENANCE
BUILDING FENCE
MAINTENANCE BUILDING
ACCESS DRIVE
9'
34'
R12'
R12'
R5' (TYP.)
FOOD TRUCK
PARKING
20' METHANE VENT
CLEAR ZONE
20'
6' CONCRETE
SIDEWALK
R
4
0
'
WOODEN RAMPS
ENTRY RAMPS - SEE
ARCH. SHEETS
POLE MOUNTED SITE
LIGHTING FIXTURE
POLE MOUNTED SITE
LIGHTING FIXTURE
APPROX. LIMITS OF
LANDFILL MATERIAL
DETAIL KEY SCHEDULE
X0.00
DETAIL TBD00
X0.00
DETAIL TBD00
5 0 4 0 3 0 2 0 1 04 03 02 01 0 5 0 4 0 3 0 2 0 1 04 03 02 01 0
5 0 4 0 3 0 2 0 1 04 03 02 01 0
5 04 03 02 01 0 4 0 3 0 2 0 1 0
5 0 4 0 3 0 2 0 1 04 03 02 01 0
5 04 03 02 01 0 4 0 3 0 2 0 1 0
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
P
r
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j
e
c
t
s
\
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a
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2
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4
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c
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
O
N
A
L
A
T
H
L
E
T
I
C
C
O
M
P
L
E
X
6
0
%
C
O
N
S
T
R
U
C
T
I
O
N
D
R
A
W
I
N
G
S
20
5
S
U
T
T
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S
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A
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WI
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O
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,
N
C
2
8
4
0
1
11.11.20
C2.03
WLM17000-S1
-
EMD
1" = 40'
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
BASE BID
SITE PLAN - AREA C
MATCHLINE - SEE SHEET C2.02
PROPERTY LINE
360'
21
0
'
55
.
5
'
15
'
360'
LEVEL SPREADER
40'
40'360'
360'
LEVEL SPREADER
APPROX. LIMITS OF
LANDFILL MATERIAL
SITE LEGENDGENERAL SITE NOTES
1.THE CONTRACTOR SHALL WORK CLOSELY WITH THE OWNER'S REP. AND/OR LANDSCAPE ARCHITECT AND
NOTIFY HIM AS ADDITIONAL INFORMATION IS NEEDED TO PROPERLY CONSTRUCT/INSTALL/BUILD
ELEMENTS DEPICTED HEREIN.
2.THE CONTRACTOR SHALL PERFORM HIS/HER OWN INVESTIGATIONS TO THE EXTENT NECESSARY TO
DETERMINE EFFECTS OF SUB-SURFACE CONDITIONS ON WORK AND SHALL BID AND CONSTRUCT WORK IN
ACCORDANCE WITH FINDINGS.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR
TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE
TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
4.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES AND UNUSUAL
CONDITIONS TO OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
5.ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL
BE STABILIZED BY SEEDING, FERTILIZING, MULCHING, AND WATERING AS REQUIRED TO OBTAIN AN
ACCEPTABLE GROUND COVER, UNLESS SPECIFIED OTHERWISE. ALL AREAS THAT ARE DISTURBED BY
CONSTRUCTION INSIDE OR OUTSIDE THE LIMITS OF WORK SHALL BE REPAIRED, GRADED, AND GRASSED AT
THE CONTRACTOR'S EXPENSE.
6.SEE CIVIL DRAWINGS FOR ADDITIONAL GRADING AND DRAINAGE INFORMATION.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AND ALL AREAS WHICH
ARE FIELD ADJUSTED DURING CONSTRUCTION.
8.CONTRACTOR SHALL RESTORE DAMAGED FINISHES AND REPLACE DAMAGED OR DEFECTIVE BRICK PAVERS
OR CONCRETE.
9.CONTRACTOR SHALL STAKE ALL WALKS, HARDSCAPE AND OTHER PAVED AREAS TO BE COMPLETED AND
OBTAIN APPROVAL FROM OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. ANY
DISCREPANCIES SHALL BE RESOLVED PRIOR TO CONSTRUCTION. ANY WORK PERFORMED WITHOUT
APPROVAL IS AT RISK FOR REPLACEMENT BY THE CONTRACTOR.
10.ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM OWNER'S REP. PRIOR TO CONSTRUCTION.
11.CONSTRUCT EXPANSION JOINTS WHERE WALKS MEET CURBS, STEPS, WALLS, FIXED SLABS, OR VERTICAL
STRUCTURES.
12.TEMPORARY EROSION & SEDIMENT CONTROLS (SILT FENCES, ETC.) SHALL BE INSTALLED AT INLETS, PIPES,
AND LIMITS OF WORK AREAS WHERE SURFACE RUN-OFF OCCURS UNTIL SOIL STABILIZATION IS COMPLETE.
SEE CIVIL DRAWINGS FOR SEDIMENTATION AND EROSION CONTROL INFORMATION.
13.SEE ARCHITECTURAL PLANS FOR BUILDING INFORMATION.
14.CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS, INCLUDING REPAIR OF EROSION AREAS UNTIL GRASS
HAS REACHED LEVEL OF FINAL ACCEPTANCE.
15.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND ALL
LOCAL, STATE, AND FEDERAL AGENCIES AND REGULATIONS.
16.CONTRACTOR SHALL PROTECT THE PUBLIC FROM CONSTRUCTION AREAS AND ASSOCIATED ACTIVITY
DURING CONSTRUCTION.
17.DIGITAL BASE FILE MAY BE MADE AVAILABLE FOR USE IN FIELD LOCATION OF ELEMENTS AND SITE
FEATURES. ANY HARDCOPY INFORMATION THAT CONFLICTS SHALL BE BROUGHT TO OWNER'S REP
AND/OR LANDSCAPE ARCHITECT'S ATTENTION.
18.CONTRACTOR SHALL COORDINATE CONDUIT LOCATIONS (I.E. IRRIGATION, ELECTRICAL, NATURAL GAS ETC.)
PRIOR TO CONCRETE INSTALLATION.
DETAIL KEY SCHEDULE
X0.00
DETAIL TBD00
X0.00
DETAIL TBD00
3
0
2
0
1
0
3
0
2
0
1
0
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
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P
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2
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P
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
O
N
A
L
A
T
H
L
E
T
I
C
C
O
M
P
L
E
X
6
0
%
C
O
N
S
T
R
U
C
T
I
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N
D
R
A
W
I
N
G
S
20
5
S
U
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A
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WI
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,
N
C
2
8
4
0
1
11.11.20
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.C2.10
WLM17000-S1
-
EMD
1" = 40'
ALTERNATE
SITE PLAN - AREA A
MATCHLINE - SEE INSET THIS SHEET
MATCHLINE - THIS SHEET
MATCHLINE - SEE SHEET C2.11
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
2
.
1
1
EXISTING GAZEBO
TO REMAIN
EX. SITE
ENTRANCE DRIVE
EXISTING EDGE OF
GRAVEL DRIVE
R42'
EXISTING FIELD
EXISTING FIELDSEXISTING FIELDS
PROPOSED EDGE OF
GRAVEL DRIVE
20'
20' METHANE
VENT CLEAR ZONE
MATCHLINE - SEE SHEET C2.11
SITE LEGENDGENERAL SITE NOTES
1.THE CONTRACTOR SHALL WORK CLOSELY WITH THE OWNER'S REP. AND/OR LANDSCAPE ARCHITECT AND
NOTIFY HIM AS ADDITIONAL INFORMATION IS NEEDED TO PROPERLY CONSTRUCT/INSTALL/BUILD
ELEMENTS DEPICTED HEREIN.
2.THE CONTRACTOR SHALL PERFORM HIS/HER OWN INVESTIGATIONS TO THE EXTENT NECESSARY TO
DETERMINE EFFECTS OF SUB-SURFACE CONDITIONS ON WORK AND SHALL BID AND CONSTRUCT WORK IN
ACCORDANCE WITH FINDINGS.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR
TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE
TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
4.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES AND UNUSUAL
CONDITIONS TO OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
5.ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL
BE STABILIZED BY SEEDING, FERTILIZING, MULCHING, AND WATERING AS REQUIRED TO OBTAIN AN
ACCEPTABLE GROUND COVER, UNLESS SPECIFIED OTHERWISE. ALL AREAS THAT ARE DISTURBED BY
CONSTRUCTION INSIDE OR OUTSIDE THE LIMITS OF WORK SHALL BE REPAIRED, GRADED, AND GRASSED AT
THE CONTRACTOR'S EXPENSE.
6.SEE CIVIL DRAWINGS FOR ADDITIONAL GRADING AND DRAINAGE INFORMATION.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AND ALL AREAS WHICH
ARE FIELD ADJUSTED DURING CONSTRUCTION.
8.CONTRACTOR SHALL RESTORE DAMAGED FINISHES AND REPLACE DAMAGED OR DEFECTIVE BRICK PAVERS
OR CONCRETE.
9.CONTRACTOR SHALL STAKE ALL WALKS, HARDSCAPE AND OTHER PAVED AREAS TO BE COMPLETED AND
OBTAIN APPROVAL FROM OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. ANY
DISCREPANCIES SHALL BE RESOLVED PRIOR TO CONSTRUCTION. ANY WORK PERFORMED WITHOUT
APPROVAL IS AT RISK FOR REPLACEMENT BY THE CONTRACTOR.
10.ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM OWNER'S REP. PRIOR TO CONSTRUCTION.
11.CONSTRUCT EXPANSION JOINTS WHERE WALKS MEET CURBS, STEPS, WALLS, FIXED SLABS, OR VERTICAL
STRUCTURES.
12.TEMPORARY EROSION & SEDIMENT CONTROLS (SILT FENCES, ETC.) SHALL BE INSTALLED AT INLETS, PIPES,
AND LIMITS OF WORK AREAS WHERE SURFACE RUN-OFF OCCURS UNTIL SOIL STABILIZATION IS COMPLETE.
SEE CIVIL DRAWINGS FOR SEDIMENTATION AND EROSION CONTROL INFORMATION.
13.SEE ARCHITECTURAL PLANS FOR BUILDING INFORMATION.
14.CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS, INCLUDING REPAIR OF EROSION AREAS UNTIL GRASS
HAS REACHED LEVEL OF FINAL ACCEPTANCE.
15.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND ALL
LOCAL, STATE, AND FEDERAL AGENCIES AND REGULATIONS.
16.CONTRACTOR SHALL PROTECT THE PUBLIC FROM CONSTRUCTION AREAS AND ASSOCIATED ACTIVITY
DURING CONSTRUCTION.
17.DIGITAL BASE FILE MAY BE MADE AVAILABLE FOR USE IN FIELD LOCATION OF ELEMENTS AND SITE
FEATURES. ANY HARDCOPY INFORMATION THAT CONFLICTS SHALL BE BROUGHT TO OWNER'S REP
AND/OR LANDSCAPE ARCHITECT'S ATTENTION.
18.CONTRACTOR SHALL COORDINATE CONDUIT LOCATIONS (I.E. IRRIGATION, ELECTRICAL, NATURAL GAS ETC.)
PRIOR TO CONCRETE INSTALLATION.
FIELD LIGHTS
FIELD LIGHTS FIELD LIGHTS
FIELD LIGHTS
PROPOSED
MULTI-USE PATH
(ALTERNATE X)
PROPOSED BENCH
PLATFORM
(ALTERNATE X)
PROPOSED BENCH
PLATFORM
(ALTERNATE X)
PROPOSED
MULTI-USE PATH
(ALTERNATE X)
DETAIL KEY SCHEDULE
X0.00
DETAIL TBD00
X0.00
DETAIL TBD00
5
0
4
0
3
0
2
0
1
0
4
0
5
0
4
0
3
0
4
0
3
0
2
0
1
0
5 04 03 02 01 0 4 0 3 0 2 0 1 0 5 04 03 02 01 0 4 0 3 0 2 0 1 0
P2 P2 P2 P2
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
O
N
A
L
A
T
H
L
E
T
I
C
C
O
M
P
L
E
X
6
0
%
C
O
N
S
T
R
U
C
T
I
O
N
D
R
A
W
I
N
G
S
20
5
S
U
T
T
O
N
S
T
E
A
M
P
L
A
N
T
R
O
A
D
WI
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N
G
T
O
N
,
N
C
2
8
4
0
1
11.11.20
C2.11
WLM17000-S1
-
EMD
1" = 40'
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
ALTERNATE
SITE PLAN - AREA B
MATCHLINE - SEE SHEET C2.10
MATCHLINE - SEE SHEET C2.12
MA
T
C
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E
-
S
E
E
S
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.
1
1
FIELD #7
18
'
24
'
18
'
18
'
24
'
18
'
23 SPACES
23 SPACES
± 27 SPACES
± 21 SPACES
± 27 SPACES
± 21 SPACES
FIELD #9
ADA PARKING
10' SIDEWALK
(ADA COMPLIANT)
RESTROOM
BUILDING ±2,600 SF
15
'
R10' (TYP.)
20
.
1
'
POLE MOUNTED SITE
LIGHTING FIXTURE
(ALTERNATE X)
19
'
15
'
15'
129.8'
20'
R42'
10'
10'
44
.
5
'
R5'
R12'
20'
11'
10'
20
'
20
'
9'
16
'
60
'
16
'
60
'
10
'
24
'
24
'
10'
207'
258.6'
34'189'189'
R40'
R42'
R12'
R5' (TYP.)
20'
20'
20'
246.6'246.6'
10
'
10
'
28.2'10'
14
8
'
24
'
145.9'100'
40
'
160'
67
'
25
'
MAINTENANCE
BUILDING ±400 SF
PROPOSED MAINTENANCE
BUILDING FENCE
PROPOSED MAINTENANCE
BUILDING ACCESS PATH
9'
34'
R12'
R12'
R5' (TYP.)
FOOD TRUCK
PARKING
20' METHANE VENT
CLEAR ZONE
20'
6' WIDE SIDEWALK
(ADA COMPLIANT)
R
4
0
'
WOODEN RAMPS
(ADA COMPLIANT) -
SEE ARCH.
POLE MOUNTED SITE
LIGHTING FIXTURE
POLE MOUNTED SITE
LIGHTING FIXTURE
APPROX. LIMITS OF
LANDFILL MATERIAL
SITE LEGENDGENERAL SITE NOTES
1.THE CONTRACTOR SHALL WORK CLOSELY WITH THE OWNER'S REP. AND/OR LANDSCAPE ARCHITECT AND
NOTIFY HIM AS ADDITIONAL INFORMATION IS NEEDED TO PROPERLY CONSTRUCT/INSTALL/BUILD
ELEMENTS DEPICTED HEREIN.
2.THE CONTRACTOR SHALL PERFORM HIS/HER OWN INVESTIGATIONS TO THE EXTENT NECESSARY TO
DETERMINE EFFECTS OF SUB-SURFACE CONDITIONS ON WORK AND SHALL BID AND CONSTRUCT WORK IN
ACCORDANCE WITH FINDINGS.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR
TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE
TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
4.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES AND UNUSUAL
CONDITIONS TO OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
5.ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL
BE STABILIZED BY SEEDING, FERTILIZING, MULCHING, AND WATERING AS REQUIRED TO OBTAIN AN
ACCEPTABLE GROUND COVER, UNLESS SPECIFIED OTHERWISE. ALL AREAS THAT ARE DISTURBED BY
CONSTRUCTION INSIDE OR OUTSIDE THE LIMITS OF WORK SHALL BE REPAIRED, GRADED, AND GRASSED AT
THE CONTRACTOR'S EXPENSE.
6.SEE CIVIL DRAWINGS FOR ADDITIONAL GRADING AND DRAINAGE INFORMATION.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AND ALL AREAS WHICH
ARE FIELD ADJUSTED DURING CONSTRUCTION.
8.CONTRACTOR SHALL RESTORE DAMAGED FINISHES AND REPLACE DAMAGED OR DEFECTIVE BRICK PAVERS
OR CONCRETE.
9.CONTRACTOR SHALL STAKE ALL WALKS, HARDSCAPE AND OTHER PAVED AREAS TO BE COMPLETED AND
OBTAIN APPROVAL FROM OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. ANY
DISCREPANCIES SHALL BE RESOLVED PRIOR TO CONSTRUCTION. ANY WORK PERFORMED WITHOUT
APPROVAL IS AT RISK FOR REPLACEMENT BY THE CONTRACTOR.
10.ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM OWNER'S REP. PRIOR TO CONSTRUCTION.
11.CONSTRUCT EXPANSION JOINTS WHERE WALKS MEET CURBS, STEPS, WALLS, FIXED SLABS, OR VERTICAL
STRUCTURES.
12.TEMPORARY EROSION & SEDIMENT CONTROLS (SILT FENCES, ETC.) SHALL BE INSTALLED AT INLETS, PIPES,
AND LIMITS OF WORK AREAS WHERE SURFACE RUN-OFF OCCURS UNTIL SOIL STABILIZATION IS COMPLETE.
SEE CIVIL DRAWINGS FOR SEDIMENTATION AND EROSION CONTROL INFORMATION.
13.SEE ARCHITECTURAL PLANS FOR BUILDING INFORMATION.
14.CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS, INCLUDING REPAIR OF EROSION AREAS UNTIL GRASS
HAS REACHED LEVEL OF FINAL ACCEPTANCE.
15.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND ALL
LOCAL, STATE, AND FEDERAL AGENCIES AND REGULATIONS.
16.CONTRACTOR SHALL PROTECT THE PUBLIC FROM CONSTRUCTION AREAS AND ASSOCIATED ACTIVITY
DURING CONSTRUCTION.
17.DIGITAL BASE FILE MAY BE MADE AVAILABLE FOR USE IN FIELD LOCATION OF ELEMENTS AND SITE
FEATURES. ANY HARDCOPY INFORMATION THAT CONFLICTS SHALL BE BROUGHT TO OWNER'S REP
AND/OR LANDSCAPE ARCHITECT'S ATTENTION.
18.CONTRACTOR SHALL COORDINATE CONDUIT LOCATIONS (I.E. IRRIGATION, ELECTRICAL, NATURAL GAS ETC.)
PRIOR TO CONCRETE INSTALLATION.
MULTI-USE PATH
(ALTERNATE X)
BENCH PLATFORM
(ALTERNATE X)
MULTI-USE PATH
(ALTERNATE X)
MULTI-USE PATH
(ALTERNATE X)
ADA RAMP TO
SYNTH. TURF FIELD
(ALTERNATE X)
POLE MOUNTED SITE
LIGHTING FIXTURE
(ALTERNATE X)
MULTI-USE PATH
(ALTERNATE X)
DETAIL KEY SCHEDULE
X0.00
DETAIL TBD00
X0.00
DETAIL TBD00
5 0 4 0 3 0 2 0 1 04 03 02 01 0 5 0 4 0 3 0 2 0 1 04 03 02 01 0
5 0 4 0 3 0 2 0 1 04 03 02 01 0
5 04 03 02 01 0 4 0 3 0 2 0 1 0
5 0 4 0 3 0 2 0 1 04 03 02 01 0
5 04 03 02 01 0 4 0 3 0 2 0 1 0
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
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P
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
O
N
A
L
A
T
H
L
E
T
I
C
C
O
M
P
L
E
X
6
0
%
C
O
N
S
T
R
U
C
T
I
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N
D
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A
W
I
N
G
S
20
5
S
U
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T
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S
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A
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P
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T
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WI
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I
N
G
T
O
N
,
N
C
2
8
4
0
1
11.11.20
C2.12
WLM17000-S1
-
EMD
1" = 40'
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
ALTERNATE
SITE PLAN - AREA C
MATCHLINE - SEE SHEET C2.11
FIELD #6 FIELD #8
PROPERTY LINE
360'
21
0
'
55
.
5
'
15
'
360'
PROPOSED LEVEL
SPREADER
40'
40'360'
360'
PROPOSED LEVEL
SPREADER
APPROX. LIMITS OF
LANDFILL MATERIAL
SITE LEGENDGENERAL SITE NOTES
1.THE CONTRACTOR SHALL WORK CLOSELY WITH THE OWNER'S REP. AND/OR LANDSCAPE ARCHITECT AND
NOTIFY HIM AS ADDITIONAL INFORMATION IS NEEDED TO PROPERLY CONSTRUCT/INSTALL/BUILD
ELEMENTS DEPICTED HEREIN.
2.THE CONTRACTOR SHALL PERFORM HIS/HER OWN INVESTIGATIONS TO THE EXTENT NECESSARY TO
DETERMINE EFFECTS OF SUB-SURFACE CONDITIONS ON WORK AND SHALL BID AND CONSTRUCT WORK IN
ACCORDANCE WITH FINDINGS.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR
TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE
TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
4.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES AND UNUSUAL
CONDITIONS TO OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
5.ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL
BE STABILIZED BY SEEDING, FERTILIZING, MULCHING, AND WATERING AS REQUIRED TO OBTAIN AN
ACCEPTABLE GROUND COVER, UNLESS SPECIFIED OTHERWISE. ALL AREAS THAT ARE DISTURBED BY
CONSTRUCTION INSIDE OR OUTSIDE THE LIMITS OF WORK SHALL BE REPAIRED, GRADED, AND GRASSED AT
THE CONTRACTOR'S EXPENSE.
6.SEE CIVIL DRAWINGS FOR ADDITIONAL GRADING AND DRAINAGE INFORMATION.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AND ALL AREAS WHICH
ARE FIELD ADJUSTED DURING CONSTRUCTION.
8.CONTRACTOR SHALL RESTORE DAMAGED FINISHES AND REPLACE DAMAGED OR DEFECTIVE BRICK PAVERS
OR CONCRETE.
9.CONTRACTOR SHALL STAKE ALL WALKS, HARDSCAPE AND OTHER PAVED AREAS TO BE COMPLETED AND
OBTAIN APPROVAL FROM OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. ANY
DISCREPANCIES SHALL BE RESOLVED PRIOR TO CONSTRUCTION. ANY WORK PERFORMED WITHOUT
APPROVAL IS AT RISK FOR REPLACEMENT BY THE CONTRACTOR.
10.ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM OWNER'S REP. PRIOR TO CONSTRUCTION.
11.CONSTRUCT EXPANSION JOINTS WHERE WALKS MEET CURBS, STEPS, WALLS, FIXED SLABS, OR VERTICAL
STRUCTURES.
12.TEMPORARY EROSION & SEDIMENT CONTROLS (SILT FENCES, ETC.) SHALL BE INSTALLED AT INLETS, PIPES,
AND LIMITS OF WORK AREAS WHERE SURFACE RUN-OFF OCCURS UNTIL SOIL STABILIZATION IS COMPLETE.
SEE CIVIL DRAWINGS FOR SEDIMENTATION AND EROSION CONTROL INFORMATION.
13.SEE ARCHITECTURAL PLANS FOR BUILDING INFORMATION.
14.CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS, INCLUDING REPAIR OF EROSION AREAS UNTIL GRASS
HAS REACHED LEVEL OF FINAL ACCEPTANCE.
15.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND ALL
LOCAL, STATE, AND FEDERAL AGENCIES AND REGULATIONS.
16.CONTRACTOR SHALL PROTECT THE PUBLIC FROM CONSTRUCTION AREAS AND ASSOCIATED ACTIVITY
DURING CONSTRUCTION.
17.DIGITAL BASE FILE MAY BE MADE AVAILABLE FOR USE IN FIELD LOCATION OF ELEMENTS AND SITE
FEATURES. ANY HARDCOPY INFORMATION THAT CONFLICTS SHALL BE BROUGHT TO OWNER'S REP
AND/OR LANDSCAPE ARCHITECT'S ATTENTION.
18.CONTRACTOR SHALL COORDINATE CONDUIT LOCATIONS (I.E. IRRIGATION, ELECTRICAL, NATURAL GAS ETC.)
PRIOR TO CONCRETE INSTALLATION.
MULTI-USE PATH
(ALTERNATE X)
DETAIL KEY SCHEDULE
X0.00
DETAIL TBD00
X0.00
DETAIL TBD00
P2 P2 P2 P2
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
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P
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Do
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
O
N
A
L
A
T
H
L
E
T
I
C
C
O
M
P
L
E
X
6
0
%
C
O
N
S
T
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G
S
20
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4
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1
11.11.20
C3.00
WLM17000-OAG1
-
EMD
1" = 100'
GRADING PLAN
OVERALL
GRADING LEGEND
GRADING NOTES
1.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE
ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION,
FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE
PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES
SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO ALL
EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. EXCAVATION EXCEEDING TWENTY
(20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM BY A
REGISTERED PROFESSIONAL ENGINEER, PROVIDED BY CONTRACTOR RESPONSIBLE FOR
EXCAVATION.
3.CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL
BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE
EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES
THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT
ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
4.A PRE-CONSTRUCTION CONFERENCE WILL BE HELD PRIOR TO ANY LAND DISTURBING
ACTIVITY. AS DEEMED NECESSARY, THE OWNER, ENGINEER, CONTRACTOR, AND
REPRESENTATIVES FROM NCDEQ WILL BE INVITED TO ATTEND THE MEETING. FOR
NCDEQ REPRESENTATIVES, CONTACT DIVISION OF LAND QUALITY AT (910) 796-7215
PRIOR TO START OF CONSTRUCTION.
5.CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES
ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. TIMING OF REMOVAL SHALL
BE COORDINATED WITH THE EROSION CONTROL INSPECTOR.
6.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING
RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER
IMMEDIATELY.
7.SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 4:1 (H:V)
SHALL BE APPROVED, PLACED AND COMPACTED AS RECOMMENDED BY THE
GEOTECHNICAL ENGINEER.
STORM DRAINAGE NOTES:
1.ALL STORM DRAINAGE PIPES SHOWN SHALL BE REINFORCED CONCRETE (RCP)
(MINIMUM CLASS III) UNLESS NOTED OTHERWISE. CONTRACTOR TO COORDINATE WITH
THE GEOTECH TO VERIFY TYPE OF BEDDING REQUIRED BASED ON SOIL
CONDITIONS. CONTRACTOR TO SELECT REQUIRED CLASS OF PIPE BASED ON DEPTH OF
PIPE AND BEDDING PROVIDED PER THE AMERICAN CONCRETE PIPE ASSOCIATION
GUIDELINES.
2.ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
CITY OF WILMINGTON STANDARDS.
3.ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH.
4.ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS
TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS
OTHERWISE NOTED.
5.ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION
MATTER, WASTE CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL.
SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND
SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE
TAMPING BLOWS OR PROOF ROLLING.
6.MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL
PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL.
7.BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID.
THE FILL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO 95% OF THE
MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE TOP
EIGHT (8) INCHES SHALL BE COMPACTED TO 100 PERCENT STANDARD PROCTOR.
8.UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED
TRENCHES AFTER PIPE HAS BEEN PLACED.
9.IF THE USE OF WAFFLE BOXES ARE ALLOWED AT THIS SITE, ALL PENETRATIONS FOR
STORM DRAINAGE PIPES MUST BE MADE WITHIN THE KNOCK-OUT PORTION OF THE BOX
AND NOT AT THE CORNERS WHERE THE STRUCTURAL INTEGRITY MAY BE
COMPROMISED.
EXISTING SITE
ENTRANCE
RESTROOM
BUILDING
FFE: 30.00
EXISTING
GAZEBO
EXISTING FENCE LINE
EXISTING EDGE
OF PAVEMENT
20' METHANE
VENT CLEAR ZONE
EX. FIELD TO REMAIN
FOR BASE BID
LEVEL
SPREADER
LEVEL
SPREADER
PR
O
P
E
R
T
Y
L
I
N
E
EXISTING FIELD
EXISTING FIELD
EXISTING FIELDS
FIELD #9
(360' x 210')
FIELD #6
(360' x 210')
FIELD #8
(360' x 210')
P
R
O
P
E
R
T
Y
L
I
N
E
AREA A - SEE SHEET C3.10
FOR ALTERNATES
AREA A.1 - SEE
SHEET C3.10 FOR
ALTERNATES
FIELD #7
(360' x 210')AREA B - SEE SHEET C3.01 FOR
BASE BID, C3.11 FOR ALTERNATES
AREA C - SEE SHEET C3.02 FOR
BASE BID, C3.12 FOR ALTERNATES
EXISTING SEPTIC FIELD
PROPERTY LINE
SEPTIC EXPANSION
AREA EXTENTS
EXISTING
RIP RAP
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
LIMITS OF
DIRTURBANCE
LIMITS OF
DIRTURBANCE
EXISTING
PARKING
EXISTING
PARKING
EXISTING
PARKING
EXISTING
PARKING
EXISTING
PARKING
EXISTING FIELDS
EXISTING FIELD
P2 P2 P2 P2
8" HDPE PERF @ 0.5%8" HDPE PERF @ 0.5%
5
0
M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
5
0
M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
5
0
M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
5
0
M
M
L
A
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E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
50M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
50M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
50M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
50M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
P
r
o
j
e
c
t
s
\
_
S
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a
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\
W
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\
W
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-
1
7
0
0
0
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0
4
-
P
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i
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\
E
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C
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n
s
t
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t
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D
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\
C
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n
t
D
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W
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1
7
0
0
0
-
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.
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2
0
/
2
0
2
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3
:
3
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P
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Do
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
O
N
A
L
A
T
H
L
E
T
I
C
C
O
M
P
L
E
X
6
0
%
C
O
N
S
T
R
U
C
T
I
O
N
D
R
A
W
I
N
G
S
20
5
S
U
T
T
O
N
S
T
E
A
M
P
L
A
N
T
R
O
A
D
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
1
11.11.20
C3.01
WLM17000-G1
-
EMD
1" = 40'
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
MATCHLINE - SEE SHEET C3.02
FIELD #7 FIELD #9
GRADING LEGENDGRADING NOTES
1.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL
BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF
ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH
CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES.
NO EXTRA COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH
NOTIFICATION HAS NOT BEEN GIVEN.
2.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
(OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR
PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS
EXCEEDING FIVE (5) FEET IN DEPTH. EXCAVATION EXCEEDING
TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL
ENGINEER, PROVIDED BY CONTRACTOR RESPONSIBLE FOR
EXCAVATION.
3.CONTRACTOR SHALL NOTIFY "NC811" (811) OR
(1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE
EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT
ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR
SERVICES INDEPENDENT OF "NC811". REPORT ANY
DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
4.A PRE-CONSTRUCTION CONFERENCE WILL BE HELD PRIOR TO
ANY LAND DISTURBING ACTIVITY. AS DEEMED NECESSARY, THE
OWNER, ENGINEER, CONTRACTOR, AND REPRESENTATIVES
FROM NCDEQ WILL BE INVITED TO ATTEND THE MEETING. FOR
NCDEQ REPRESENTATIVES, CONTACT DIVISION OF LAND
QUALITY AT (910) 796-7215 PRIOR TO START OF
CONSTRUCTION.
5.CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL
EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR. TIMING OF REMOVAL SHALL BE
COORDINATED WITH THE EROSION CONTROL INSPECTOR.
6.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH
UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD
SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
7.SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES
GREATER THAN 4:1 (H:V) SHALL BE APPROVED, PLACED AND
COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL
ENGINEER.
STORM DRAINAGE NOTES:
1.ALL STORM DRAINAGE PIPES SHOWN SHALL BE REINFORCED
CONCRETE (RCP) (MINIMUM CLASS III) UNLESS NOTED
OTHERWISE. CONTRACTOR TO COORDINATE WITH THE GEOTECH
TO VERIFY TYPE OF BEDDING REQUIRED BASED ON SOIL
CONDITIONS. CONTRACTOR TO SELECT REQUIRED CLASS OF PIPE
BASED ON DEPTH OF PIPE AND BEDDING PROVIDED PER THE
AMERICAN CONCRETE PIPE ASSOCIATION GUIDELINES.
2.ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE LATEST CITY OF WILMINGTON
STANDARDS.
3.ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE
STRENGTH.
4.ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT
SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198
FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE
NOTED.
5.ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM
ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL
OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE
CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND
SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC
MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
6.MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS
UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND
REPLACED WITH SUITABLE MATERIAL.
7.BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND THE PIPE
SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM
DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST.
THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100
PERCENT STANDARD PROCTOR.
8.UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE
IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
9.IF THE USE OF WAFFLE BOXES ARE ALLOWED AT THIS SITE, ALL
PENETRATIONS FOR STORM DRAINAGE PIPES MUST BE MADE
WITHIN THE KNOCK-OUT PORTION OF THE BOX AND NOT AT THE
CORNERS WHERE THE STRUCTURAL INTEGRITY MAY BE
COMPROMISED.
FFE=30.00
BASE BID
GRADING PLAN - AREA B
8" HDPE PERF @ 0.5%8" HDPE PERF @ 0.5%
8" HDPE PERF @ 0.5%8" HDPE PERF @ 0.5%
5
0
M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
5
0
M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
5
0
M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
50M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
50M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
50M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
50M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
5
0
M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
6"
H
D
P
E
P
E
R
F
@
0
.
5
%
6"
H
D
P
E
P
E
R
F
@
0
.
5
%
10
"
H
D
P
E
P
E
R
F
@
0
.
5
%
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
P
r
o
j
e
c
t
s
\
_
S
h
a
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e
d
\
W
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\
W
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-
1
7
0
0
0
\
0
4
-
P
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t
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\
E
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C
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n
s
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t
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D
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a
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\
C
u
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e
n
t
D
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a
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g
s
\
W
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1
7
0
0
0
-
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1
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/
2
0
2
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3
:
3
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:
3
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P
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,
Do
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
O
N
A
L
A
T
H
L
E
T
I
C
C
O
M
P
L
E
X
6
0
%
C
O
N
S
T
R
U
C
T
I
O
N
D
R
A
W
I
N
G
S
20
5
S
U
T
T
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S
T
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A
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P
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A
N
T
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WI
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I
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G
T
O
N
,
N
C
2
8
4
0
1
11.11.20
C3.02
WLM17000-G1
-
EMD
1" = 40'
BASE BID
GRADING PLAN - AREA C
GRADING LEGENDGRADING NOTES
1.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL
BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF
ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH
CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES.
NO EXTRA COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH
NOTIFICATION HAS NOT BEEN GIVEN.
2.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
(OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR
PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS
EXCEEDING FIVE (5) FEET IN DEPTH. EXCAVATION EXCEEDING
TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL
ENGINEER, PROVIDED BY CONTRACTOR RESPONSIBLE FOR
EXCAVATION.
3.CONTRACTOR SHALL NOTIFY "NC811" (811) OR
(1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE
EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT
ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR
SERVICES INDEPENDENT OF "NC811". REPORT ANY
DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
4.A PRE-CONSTRUCTION CONFERENCE WILL BE HELD PRIOR TO
ANY LAND DISTURBING ACTIVITY. AS DEEMED NECESSARY, THE
OWNER, ENGINEER, CONTRACTOR, AND REPRESENTATIVES
FROM NCDEQ WILL BE INVITED TO ATTEND THE MEETING. FOR
NCDEQ REPRESENTATIVES, CONTACT DIVISION OF LAND
QUALITY AT (910) 796-7215 PRIOR TO START OF
CONSTRUCTION.
5.CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL
EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR. TIMING OF REMOVAL SHALL BE
COORDINATED WITH THE EROSION CONTROL INSPECTOR.
6.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH
UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD
SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
7.SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES
GREATER THAN 4:1 (H:V) SHALL BE APPROVED, PLACED AND
COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL
ENGINEER.
STORM DRAINAGE NOTES:
1.ALL STORM DRAINAGE PIPES SHOWN SHALL BE REINFORCED
CONCRETE (RCP) (MINIMUM CLASS III) UNLESS NOTED
OTHERWISE. CONTRACTOR TO COORDINATE WITH THE GEOTECH
TO VERIFY TYPE OF BEDDING REQUIRED BASED ON SOIL
CONDITIONS. CONTRACTOR TO SELECT REQUIRED CLASS OF PIPE
BASED ON DEPTH OF PIPE AND BEDDING PROVIDED PER THE
AMERICAN CONCRETE PIPE ASSOCIATION GUIDELINES.
2.ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE LATEST CITY OF WILMINGTON
STANDARDS.
3.ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE
STRENGTH.
4.ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT
SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198
FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE
NOTED.
5.ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM
ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL
OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE
CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND
SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC
MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
6.MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS
UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND
REPLACED WITH SUITABLE MATERIAL.
7.BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND THE PIPE
SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM
DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST.
THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100
PERCENT STANDARD PROCTOR.
8.UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE
IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
9.IF THE USE OF WAFFLE BOXES ARE ALLOWED AT THIS SITE, ALL
PENETRATIONS FOR STORM DRAINAGE PIPES MUST BE MADE
WITHIN THE KNOCK-OUT PORTION OF THE BOX AND NOT AT THE
CORNERS WHERE THE STRUCTURAL INTEGRITY MAY BE
COMPROMISED.NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
MATCHLINE - SEE SHEET C3.01
FIELD #6 FIELD #8
P
R
O
P
E
R
T
Y
L
I
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E
LEVEL SPREADER
LEVEL SPREADER
APPROX. EXTENTS OF
LANDFILL MATERIAL
FLAT
P
A
N
E
L
D
R
A
I
N
S
@
3
0
'
O
.
C
.
FLA
T
P
A
N
E
L
D
R
A
I
N
S
@
3
0
'
O
.
C
.
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
P
r
o
j
e
c
t
s
\
_
S
h
a
r
e
d
\
W
L
M
\
W
L
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-
1
7
0
0
0
\
0
4
-
P
r
o
d
u
c
t
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
O
N
A
L
A
T
H
L
E
T
I
C
C
O
M
P
L
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X
6
0
%
C
O
N
S
T
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W
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G
S
20
5
S
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A
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WI
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N
,
N
C
2
8
4
0
1
11.11.20
C3.10
WLM17000-G1
-
EMD
1" = 40'
GRADING LEGENDGRADING NOTES
1.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL
BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF
ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH
CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES.
NO EXTRA COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH
NOTIFICATION HAS NOT BEEN GIVEN.
2.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
(OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR
PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS
EXCEEDING FIVE (5) FEET IN DEPTH. EXCAVATION EXCEEDING
TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL
ENGINEER, PROVIDED BY CONTRACTOR RESPONSIBLE FOR
EXCAVATION.
3.CONTRACTOR SHALL NOTIFY "NC811" (811) OR
(1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE
EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT
ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR
SERVICES INDEPENDENT OF "NC811". REPORT ANY
DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
4.A PRE-CONSTRUCTION CONFERENCE WILL BE HELD PRIOR TO
ANY LAND DISTURBING ACTIVITY. AS DEEMED NECESSARY, THE
OWNER, ENGINEER, CONTRACTOR, AND REPRESENTATIVES
FROM NCDEQ WILL BE INVITED TO ATTEND THE MEETING. FOR
NCDEQ REPRESENTATIVES, CONTACT DIVISION OF LAND
QUALITY AT (910) 796-7215 PRIOR TO START OF
CONSTRUCTION.
5.CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL
EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR. TIMING OF REMOVAL SHALL BE
COORDINATED WITH THE EROSION CONTROL INSPECTOR.
6.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH
UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD
SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
7.SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES
GREATER THAN 4:1 (H:V) SHALL BE APPROVED, PLACED AND
COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL
ENGINEER.
STORM DRAINAGE NOTES:
1.ALL STORM DRAINAGE PIPES SHOWN SHALL BE REINFORCED
CONCRETE (RCP) (MINIMUM CLASS III) UNLESS NOTED
OTHERWISE. CONTRACTOR TO COORDINATE WITH THE GEOTECH
TO VERIFY TYPE OF BEDDING REQUIRED BASED ON SOIL
CONDITIONS. CONTRACTOR TO SELECT REQUIRED CLASS OF PIPE
BASED ON DEPTH OF PIPE AND BEDDING PROVIDED PER THE
AMERICAN CONCRETE PIPE ASSOCIATION GUIDELINES.
2.ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE LATEST CITY OF WILMINGTON
STANDARDS.
3.ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE
STRENGTH.
4.ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT
SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198
FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE
NOTED.
5.ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM
ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL
OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE
CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND
SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC
MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
6.MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS
UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND
REPLACED WITH SUITABLE MATERIAL.
7.BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND THE PIPE
SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM
DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST.
THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100
PERCENT STANDARD PROCTOR.
8.UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE
IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
9.IF THE USE OF WAFFLE BOXES ARE ALLOWED AT THIS SITE, ALL
PENETRATIONS FOR STORM DRAINAGE PIPES MUST BE MADE
WITHIN THE KNOCK-OUT PORTION OF THE BOX AND NOT AT THE
CORNERS WHERE THE STRUCTURAL INTEGRITY MAY BE
COMPROMISED.NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
MATCHLINE - SEE INSET THIS SHEET
MATCHLINE - THIS SHEET
MATCHLINE - SEE SHEET C2.11
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
3
.
1
1
EXISTING GAZEBO
TO REMAIN
EX. SITE
ENTRANCE DRIVE
EXISTING EDGE OF
GRAVEL DRIVE
EXISTING FIELD
EXISTING FIELDSEXISTING FIELDS
20' METHANE
VENT CLEAR ZONE
MATCHLINE - SEE SHEET C3.11
FIELD #11
SYNTHETIC
(ALTERNATE X)
ALTERNATE
GRADING PLAN - AREA A
P2 P2 P2 P2
FLA
T
P
A
N
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S
@
3
0
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.
C
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.
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.
C
.
12
"
H
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F
@
0
.
5
%
12
"
H
D
P
E
P
E
R
F
@
0
.
5
%
12" HDPE PERF @ 0.5%
8" HDPE PERF @ 0.5%8" HDPE PERF @ 0.5%
5
0
M
M
L
A
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%
S
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5
0
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5
%
S
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5
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S
@
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5
%
S
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5
0
M
M
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R
D
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A
I
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S
@
0
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5
%
S
L
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50M
M
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@
0
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5
%
S
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50M
M
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@
0
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5
%
S
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50M
M
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A
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S
@
0
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5
%
S
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50M
M
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R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
P
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e
c
t
s
\
_
S
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a
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W
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W
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1
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0
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0
\
0
4
-
P
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\
E
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C
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D
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a
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\
C
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r
e
n
t
D
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a
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i
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g
s
\
W
L
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1
7
0
0
0
-
G
1
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,
11
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0
/
2
0
2
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3
:
3
7
:
4
5
P
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,
Do
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
O
N
A
L
A
T
H
L
E
T
I
C
C
O
M
P
L
E
X
6
0
%
C
O
N
S
T
R
U
C
T
I
O
N
D
R
A
W
I
N
G
S
20
5
S
U
T
T
O
N
S
T
E
A
M
P
L
A
N
T
R
O
A
D
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
1
11.11.20
C3.11
WLM17000-G1
-
EMD
1" = 40'
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
MATCHLINE - SEE SHEET C3.10
MATCHLINE - SEE SHEET C3.12
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
3
.
1
1
FIELD #7 FIELD #9
GRADING LEGENDGRADING NOTES
1.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL
BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF
ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH
CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES.
NO EXTRA COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH
NOTIFICATION HAS NOT BEEN GIVEN.
2.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
(OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR
PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS
EXCEEDING FIVE (5) FEET IN DEPTH. EXCAVATION EXCEEDING
TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL
ENGINEER, PROVIDED BY CONTRACTOR RESPONSIBLE FOR
EXCAVATION.
3.CONTRACTOR SHALL NOTIFY "NC811" (811) OR
(1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE
EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT
ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR
SERVICES INDEPENDENT OF "NC811". REPORT ANY
DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
4.A PRE-CONSTRUCTION CONFERENCE WILL BE HELD PRIOR TO
ANY LAND DISTURBING ACTIVITY. AS DEEMED NECESSARY, THE
OWNER, ENGINEER, CONTRACTOR, AND REPRESENTATIVES
FROM NCDEQ WILL BE INVITED TO ATTEND THE MEETING. FOR
NCDEQ REPRESENTATIVES, CONTACT DIVISION OF LAND
QUALITY AT (910) 796-7215 PRIOR TO START OF
CONSTRUCTION.
5.CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL
EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR. TIMING OF REMOVAL SHALL BE
COORDINATED WITH THE EROSION CONTROL INSPECTOR.
6.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH
UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD
SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
7.SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES
GREATER THAN 4:1 (H:V) SHALL BE APPROVED, PLACED AND
COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL
ENGINEER.
STORM DRAINAGE NOTES:
1.ALL STORM DRAINAGE PIPES SHOWN SHALL BE REINFORCED
CONCRETE (RCP) (MINIMUM CLASS III) UNLESS NOTED
OTHERWISE. CONTRACTOR TO COORDINATE WITH THE GEOTECH
TO VERIFY TYPE OF BEDDING REQUIRED BASED ON SOIL
CONDITIONS. CONTRACTOR TO SELECT REQUIRED CLASS OF PIPE
BASED ON DEPTH OF PIPE AND BEDDING PROVIDED PER THE
AMERICAN CONCRETE PIPE ASSOCIATION GUIDELINES.
2.ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE LATEST CITY OF WILMINGTON
STANDARDS.
3.ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE
STRENGTH.
4.ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT
SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198
FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE
NOTED.
5.ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM
ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL
OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE
CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND
SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC
MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
6.MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS
UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND
REPLACED WITH SUITABLE MATERIAL.
7.BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND THE PIPE
SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM
DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST.
THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100
PERCENT STANDARD PROCTOR.
8.UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE
IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
9.IF THE USE OF WAFFLE BOXES ARE ALLOWED AT THIS SITE, ALL
PENETRATIONS FOR STORM DRAINAGE PIPES MUST BE MADE
WITHIN THE KNOCK-OUT PORTION OF THE BOX AND NOT AT THE
CORNERS WHERE THE STRUCTURAL INTEGRITY MAY BE
COMPROMISED.
ALTERNATE
GRADING PLAN - AREA B
8" HDPE PERF @ 0.5%8" HDPE PERF @ 0.5%
8" HDPE PERF @ 0.5%8" HDPE PERF @ 0.5%
5
0
M
M
L
A
T
E
R
A
L
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R
D
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A
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N
S
@
0
.
5
%
S
L
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E
5
0
M
M
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A
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N
S
@
0
.
5
%
S
L
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P
E
5
0
M
M
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E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
50M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
50M
M
L
A
T
E
R
A
L
U
N
D
E
R
D
R
A
I
N
S
@
0
.
5
%
S
L
O
P
E
50M
M
L
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D
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A
I
N
S
@
0
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5
%
S
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O
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E
50M
M
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A
I
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S
@
0
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5
%
S
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5
0
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M
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A
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N
D
E
R
D
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A
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S
@
0
.
5
%
S
L
O
P
E
6"
H
D
P
E
P
E
R
F
@
0
.
5
%
6"
H
D
P
E
P
E
R
F
@
0
.
5
%
10
"
H
D
P
E
P
E
R
F
@
0
.
5
%
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
P
r
o
j
e
c
t
s
\
_
S
h
a
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d
\
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1
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P
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,
Do
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o
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e
l
l
,
E
r
i
c
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
O
N
A
L
A
T
H
L
E
T
I
C
C
O
M
P
L
E
X
6
0
%
C
O
N
S
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G
S
20
5
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P
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A
N
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R
O
A
D
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
1
11.11.20
C3.12
WLM17000-G1
-
EMD
1" = 40'
GRADING LEGENDGRADING NOTES
1.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL
BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF
ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH
CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES.
NO EXTRA COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH
NOTIFICATION HAS NOT BEEN GIVEN.
2.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
(OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR
PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS
EXCEEDING FIVE (5) FEET IN DEPTH. EXCAVATION EXCEEDING
TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL
ENGINEER, PROVIDED BY CONTRACTOR RESPONSIBLE FOR
EXCAVATION.
3.CONTRACTOR SHALL NOTIFY "NC811" (811) OR
(1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE
EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT
ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR
SERVICES INDEPENDENT OF "NC811". REPORT ANY
DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
4.A PRE-CONSTRUCTION CONFERENCE WILL BE HELD PRIOR TO
ANY LAND DISTURBING ACTIVITY. AS DEEMED NECESSARY, THE
OWNER, ENGINEER, CONTRACTOR, AND REPRESENTATIVES
FROM NCDEQ WILL BE INVITED TO ATTEND THE MEETING. FOR
NCDEQ REPRESENTATIVES, CONTACT DIVISION OF LAND
QUALITY AT (910) 796-7215 PRIOR TO START OF
CONSTRUCTION.
5.CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL
EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR. TIMING OF REMOVAL SHALL BE
COORDINATED WITH THE EROSION CONTROL INSPECTOR.
6.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH
UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD
SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
7.SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES
GREATER THAN 4:1 (H:V) SHALL BE APPROVED, PLACED AND
COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL
ENGINEER.
STORM DRAINAGE NOTES:
1.ALL STORM DRAINAGE PIPES SHOWN SHALL BE REINFORCED
CONCRETE (RCP) (MINIMUM CLASS III) UNLESS NOTED
OTHERWISE. CONTRACTOR TO COORDINATE WITH THE GEOTECH
TO VERIFY TYPE OF BEDDING REQUIRED BASED ON SOIL
CONDITIONS. CONTRACTOR TO SELECT REQUIRED CLASS OF PIPE
BASED ON DEPTH OF PIPE AND BEDDING PROVIDED PER THE
AMERICAN CONCRETE PIPE ASSOCIATION GUIDELINES.
2.ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE LATEST CITY OF WILMINGTON
STANDARDS.
3.ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE
STRENGTH.
4.ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT
SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198
FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE
NOTED.
5.ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM
ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL
OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE
CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND
SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC
MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
6.MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS
UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND
REPLACED WITH SUITABLE MATERIAL.
7.BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND THE PIPE
SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM
DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST.
THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100
PERCENT STANDARD PROCTOR.
8.UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE
IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
9.IF THE USE OF WAFFLE BOXES ARE ALLOWED AT THIS SITE, ALL
PENETRATIONS FOR STORM DRAINAGE PIPES MUST BE MADE
WITHIN THE KNOCK-OUT PORTION OF THE BOX AND NOT AT THE
CORNERS WHERE THE STRUCTURAL INTEGRITY MAY BE
COMPROMISED.NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
MATCHLINE - SEE SHEET C3.11
FIELD #6 FIELD #8
ALTERNATE
GRADING PLAN - AREA C
P2
P2
P2
P2
HT
HP
HP
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
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A
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A
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T
I
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C
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P
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11.11.20
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.C4.00
WLM17000-OAU1
-
EMD
1" = 100'
PLAN - BASE BID
OVERALL UTILITY
UTILITY LEGEND
UTILITY NOTES:
1.ALL SITE WATER & SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE
LATEST STANDARDS AND SPECIFICATIONS OF THE CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA). CONTRACTOR SHALL COORDINATE WITH CFPUA PERSONNEL ON
THE TIMING FOR TIE-IN TO EXISTING WATER LINE.
2.WATER LINE SHALL HAVE A MINIMUM COVER OF 36" FROM FINISHED GROUND.
3.THE LOCATIONS INDICATED FOR WATER AND SEWER TO ENTER THE BUILDINGS ARE
APPROXIMATE. THE CONTRACTOR SHALL REFER TO PLUMBING PLANS FOR THE EXACT
LOCATION OF TIE-IN OR EXTENSIONS INTO THE BUILDINGS AND PROVIDE ADAPTERS
AS NECESSARY.
4.THE CONTRACTOR SHALL VERIFY THE LOCATIONS, BOTH HORIZONTALLY AND
VERTICALLY, OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO WATER AND
SEWER LINE INSTALLATION. ANY CONFLICTS OR DISCREPANCIES SHOULD BE
BROUGHT TO THE ATTENTION TO THE ENGINEER IMMEDIATELY.
5.CONTRACTOR SHALL REPAIR ANY UTILITY OR STRUCTURE DAMAGED DUE TO
CONSTRUCTION AT NO EXPENSE TO THE OWNER. ANY REPAIRS SHALL BE
COORDINATED WITH THE UTILITY OWNER AND ENGINEER.
6.ALL NEW BACKFLOW DEVICES SHALL BE IN ACCORDANCE WITH CAPE FEAR PUBLIC
UTILITY AUTHORITY DETAILS AND SPECIFICATIONS. HOT BOX SIZE SHALL BE BASED ON
RPDA SELECTED.
7.CLEANOUTS LOCATED IN PAVEMENT OR OTHER TRAFFIC AREAS TO BE LOAD BEARING.
8.ALL UNDERGROUND LINES OUTSIDE THE BUILDING FOOTPRINT, EXCEPT LAWN
IRRIGATION LINES, SHALL HAVE A WARNING TAPE INSTALLED IN THE BACKFILL
BETWEEN 6 INCHES TO 24 INCHES BELOW FINISHED GRADE DIRECTLY OVER PIPING.
8.1.METALLIC LINES SHALL BE IDENTIFIED WITH DURABLE PRINTED PLASTIC
WARNING TAPES, MINIMUM 3 INCHES WIDE WITH LETTERING TO IDENTIFY
BURIED LINE BELOW.
8.2.NON-METALLIC PIPES, OTHER THAN GAS LINES, SHALL BE IDENTIFIED BY
DETECTABLE WARNING TAPE, MINIMUM 2 INCHES WIDE, WITH LETTERING TO
IDENTIFY BURIED LINE BELOW.
8.3.2012 NC FUEL GAS CODE, SECTION 404.15.3 TRACER: AN INSULATED COPPER
TRACER WIRE OR OTHER APPROVED CONDUCTOR SHALL BE INSTALLED
ADJACENT TO UNDERGROUND NONMETALLIC PIPING. ACCESS SHALL BE
PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE SHALL TERMINATE ABOVE
GROUND AT THE END OF THE NONMETALLIC PIPING. THE TRACER WIRE SIZE
SHALL NOT BE LESS THAN 18-AWG AND THE INSULATION TYPE SUITABLE FOR
DIRECT BURIAL.
GENERAL NOTES:
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO GAS OR WATER
PIPES, PUBLIC OR PRIVATE SEWERS, DRAINS OR CULVERTS, RAILROAD OR TRAFFIC
SIGNAL CABLES, TELEPHONE OR POWER CONDUITS, OR OTHER STRUCTURES.
WHEN UTILITY LINES THAT ARE TO BE REMOVED ARE ENCOUNTERED WITHIN THE
AREA OF OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S
REPRESENTATIVE WITH AMPLE TIME FOR THE NECESSARY MEASURES TO BE
TAKEN TO PREVENT INTERRUPTION OF THE SERVICES. REASONABLE CARE HAS
BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE
PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE GRADING
OPERATION BY OBSERVATIONS, ELECTRONIC DEVICES, AND BY PERSONAL
CONTACTS WITH UTILITY COMPANIES, AND LOCATE SUCH UTILITIES IN ADVANCE
OF THE TRENCHING OR GRADING OPERATIONS, AND SHALL CONDUCT HIS WORK
SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO THE EXISTING STRUCTURES OR
UTILITIES.
2.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH
ALL CURRENT LOCAL, STATE, AND OSHA SAFETY CODES DURING ALL PHASES OF
THE WORK. CONTRACT PRICES ESTABLISHED FOR THE WORK SHALL INCLUDE
COSTS ASSOCIATED WITH THE PROVISION OF SAFETY EQUIPMENT, AND
PERSONNEL NECESSARY TO COMPLETE THE WORK, INCLUDING, BUT NOT LIMITED
TO, TRENCH BRACING, AND PERSONNEL LICENSED BY OSHA AS COMPETENT FOR
EVALUATING SOIL STABILITY.
3.ALL DISTURBED AREAS SHALL BE RESTORED TO EXISTING OR BETTER CONDITIONS
AT NO ADDITIONAL EXPENSE TO THE OWNER.
4.CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING 8" WATER
LINE PRIOR TO TIE-IN AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
SEPTIC EXPANSION
AREA
RESTROOM
BUILDING
8-IN WATER
LINE (TYP.)
8x4-IN TEE WITH ISOLATION
VALVES, BACKFLOW PREVENTER
AND METER FOR EXISITNG
IRRIGATION SERVICE CONNECTION
(DESIGNED BY OTHERS)
4X2-IN TEE WITH
ISOLATION VALVE
FOR MAINTENANCE
BUILDING
4-IN WATER METER,
BACKFLOW PREVENTER
AND ISOLATION VALVE
FOR SOUTH FIELD
IRRIGATION SERVICE
(DESIGNED BY OTHERS)
4-IN WATER SERVICE
AND ISOLATION VALVE
TO RESTROOM FACILITY
FIRE HYDRANT
ASSEMBLY
8x4-IN TEE WITH
ISOLATION VALVES
8-IN WATER
LINE (TYP.)
4-IN WATER
LINE (TYP.)
8-IN WATER
LINE (TYP.)
IRRIGATION SYSTEM
(DESIGNED BY OTHERS)
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
8-IN WATER
LINE (TYP.)
6-IN WATER
LINE (TYP.)
8-IN WATER
LINE (TYP.)
20' METHANE
VENT CLEAR ZONE
6-IN WATER
LINE (TYP.)
6-IN WATER
LINE (TYP.)
REDUCER
(TYP.)
REDUCER
(TYP.)
8x6-IN TEE WITH
ISOLATION VALVES
8x4-IN TEE
ISOLATION
VALVE (TYP.)
6-IN SANITARY
SEWER LINE
SANITARY
SEWER
MANHOLE
P2
P2
P2
P2
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
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N
A
L
A
T
H
L
E
T
I
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C
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P
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X
6
0
%
C
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11.11.20
C6.00
WLM17000-EC1
-
EMD
1" = 100'
10.30.20
PLAN - BASE BID
EROSION CONTROL
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
EXISTING SITE
ENTRANCE
RESTROOM
BUILDING
FFE=30.00
LAWN
LAWN
PROPERTY LIN
E
(
T
Y
P
.
)
EX
I
S
T
I
N
G
P
A
R
K
I
N
G
SEPTIC EXPANSION
AREA
EX. GAZEBO
TO REMAIN
EXISTING FIEL
D
EXISTING FIELD
EXISTING FIELD
EXISTING FIELDS
EXISTING PARKING EXISTING PARKING
EXISTING PARKING
EXISTI
N
G
P
A
R
K
I
N
G
EXISTING PARKING EXISTING PARKING
PROPER
T
Y
L
I
N
E
(
T
Y
P
.
)
EXISTING FENCE LINE (TYP.)
PROPER
T
Y
L
I
N
E
E
X
T
E
N
S
I
O
N
(
T
Y
P
.
)
EDGE OF PAVEMENT
LEVEL
SPREADER
LEVEL
SPREADER
LIMITS OF
DIRTURBANCE
(TYP.)
LIMITS OF
DIRTURBANCE
(TYP.)
LIMITS OF
DIRTURBANCE
(TYP.)
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
20' METHANE
VENT CLEAR
ZONE (TYP.)
FIELD #7
(360' x 210')
FIELD #6
(360' x 210')
FIELD #9
(360' x 210')
FIELD #8
(360' x 210')
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
P
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
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N
A
L
A
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C
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P
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6
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%
C
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20
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,
N
C
2
8
4
0
1
11.11.20
C8.00
WLM17000-D1
-
EMD
NTS
08.20.20
SITE DETAILS
ACCESSIBLE
RESERVED
PARKING
VAN
$250
PENALTY
MAXIMUM
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
P
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
O
N
A
L
A
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H
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E
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I
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C
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P
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C
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N
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2
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4
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1
11.11.20
C8.01
WLM17000-D1
-
EMD
NTS
08.20.20
WATER DETAILS
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
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11.11.20
C8.02
WLM17000-D1
-
EMD
NTS
08.20.20
STORM
DRAINAGE DETAILS
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
I
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A
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11.11.20
C8.03
WLM17000-D1
-
EMD
NTS
08.20.20
SITE AND AMENITY
DETAILS
SCALE:1"=1'-0"
PARKING HEAVY DUTY CONCRETE
x
SCALE:1"=1'-0"
MULTI USE TRAIL-ASPHALT
x
SCALE:1"=1'-0"
MULTI USE TRAIL- DECOMPOSED GRANITE
x SCALE:1/2"=1'-0"
STEEL TRELLIS SWING
x
SCALE:3/8"=1'-0"
xx
x
SCALE:1/2"=1'-0"
WHEELSTOP DETAIL
x
SCALE:3/8"=1'-0"
xx
x
SCALE:1/2"=1'-0"
xx
x
,
SCALE:1"=1'-0"
LANDSCAPE BED EDGING- TIMBER
x
B
C
D
N.T.S.
WLM17000-SW
JES
HBD
STORMWATER CONTROL MEASURES CONSTRUCTION SPECIFICATIONS
GENERAL NOTES
1.PRIOR TO CONSTRUCTION, ANY DISCREPANCIES IN THE PLANS AND NOTES SHALL BE BROUGHT TO THE DESIGN ENGINEER'S ATTENTION
IMMEDIATELY.
2.THE LEVEL SPREADER SYSTEM WILL BE REQUIRED TO BE CERTIFIED ONCE CONSTRUCTION IS COMPLETE.
3.ALL CONSTRUCTION ACTIVITY RELATED TO THE PROPOSED FACILITIES SHALL BE PER THE DETAILS AND SPECIFICATIONS SHOWN IN THESE
DRAWINGS. SOILS, COMPACTION, AND OTHER MISCELLANEOUS DETAILS AND SPECIFICATIONS MAY BE MODIFIED PER THE
RECOMMENDATIONS OF THE ON-SITE GEOTECHNICAL ENGINEER. HOWEVER, PRIOR TO IMPLEMENTATION, THE DESIGN ENGINEER SHALL BE
NOTIFIED OF ANY DEVIATION FROM THESE DESIGN DRAWINGS, INCLUDING SHOP DRAWINGS FOR ANY PROPOSED MODIFICATION.
4.ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN THE CONSTRUCTION OF THE ENGINEERED FILTER STRIP AT THE FACILITY. PRIOR TO
PLACEMENT OF THE 6" LAYER OF TOPSOIL IN THE ENGINEERED FILTER STRIP, THE CONTRACTOR SHALL SCARIFY THE THE TOP 2"-3" OF EXISTING
SOIL TO PROMOTE BONDING OF THE TOPSOIL WITH THE EXISTING SOIL.
5.IT IS ANTICIPATED THAT DEWATERING WILL BE NECESSARY IN THE EXCAVATION AREAS FOR THE FACILITIES. THEREFORE, THE CONTRACTOR
SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ANY PUMPING EQUIPMENT, ETC. NEEDED FOR REMOVAL OF WATER FROM VARIOUS
PARTS OF THE LEVEL SPREADER SITES. DURING PLACEMENT OF FILL WITHIN THESE AREAS, THE CONTRACTOR SHALL KEEP THE WATER LEVEL
BELOW THE BOTTOM OF THE EXCAVATION / CONSTRUCTION AREAS. THE MANNER IN WHICH THE WATER IS REMOVED SHALL BE SUCH THAT
THE EXCAVATION BOTTOM AND SIDE SLOPES ARE STABLE, WITH NO SEDIMENT DISCHARGED FROM THE SITE (I.E. PUMPED WATER MAY NEED
TO BE DIRECTED TO AN APPROVED EROSION CONTROL DEVICE SUCH AS A DIRT BAG (ACF ENVIRONMENTAL), OR APPROVED EQUIVALENT,
PRIOR TO DISCHARGE).
6.THE LEVEL SPREADER, AS PROPOSED ON THIS PROJECT, MUST BE LOCATED IN COMMON OPEN SPACE, HAVE AN ACCESS AND
MAINTENANCE EASEMENT LOCATED AROUND IT, AND INCLUDE AN OPERATIONS AND MAINTENANCE MANUAL (O&M MANUAL) WITH A
MAINTENANCE AGREEMENT.
MATERIAL SPECIFICATIONS
1.THE CONCRETE FOR THE LEVEL SPREADER FOOTING STRUCTURE SHALL BE MIN 3,000 PSI (28 DAY), SHALL INCLUDE 5-7% ENTRAINED AIR, AND
SHALL BE PLACED WITH A 3-5" SLUMP, UNLESS OTHERWISE INDICATED OR DIRECTED BY THE DESIGN ENGINEER OR THE ONSITE GEOTECHNICAL
ENGINEER. CONCRETE TESTING SHALL BE PROVIDED WITH THE AS-BUILT CERTIFICATION TO ENSURE THAT THE ABOVE REQUIREMENTS HAVE
BEEN ACHIEVED.
2.ALL REINFORCING STEEL SHALL BE #4 CONFORMING TO ASTM A615, GRADE 60, AND SHALL BE INSTALLED WITH A MINIMUM 3" CONCRETE
COVER.
3.THE REINFORCED CONCRETE FOOTER SHALL BE PLACED FIRST, FOLLOWED BY THE REINFORCED CONCRETE WALL.
4.NOTE THAT NO CONCRETE SHALL BE PLACED WHEN THE AMBIENT AIR TEMPERATURES ARE EXPECTED TO BE ABOVE 85°F OR BELOW 40°F.
CAST-IN-PLACE CONCRETE SHALL BE "WET CURED" AFTER FINISHING FOR A MINIMUM OF 48 HOURS.
5.A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST OF A MINIMUM 4"
THICK LAYER OF STONE (NCDOT #57) UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR ENGINEER APPROVED EQUIVALENT.
STATEMENT OF RESPONSIBILITY
1.ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THE STORMWATER MANAGEMENT FACILITY SHALL BE THE RESPONSIBILITY OF THE
PROPERTY OWNER'S ASSOCIATION, PER THE EXECUTED OPERATION AND MAINTENANCE AGREEMENT FOR THIS FACILITY.
CONSTRUCTION SEQUENCE
1.THE OWNER SHALL OBTAIN A LAND DISTURBING (GRADING) PERMIT AND AN "APPROVAL TO CONSTRUCT" FROM THE CITY OF WILMINGTON
AND ALL OTHER APPLICABLE AGENCIES (I.E., 404 / 401 PERMITS, STREAM BUFFER INTRUSIONS/MODIFICATIONS, FLOOD PLAIN
DEVELOPMENT PERMITS, ETC.) PRIOR TO CONSTRUCTION.
2.INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES PER THE APPROVED SEDIMENT AND EROSION CONTROL PLAN. THE
CONTRACTOR SHALL MAINTAIN ALL APPROVED SEDIMENT AND EROSION CONTROL MEASURES THROUGHOUT THE ENTIRE PROJECT, AS
REQUIRED. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE EROSION CONTROL INSPECTOR, AS REQUIRED BY GOVERNING
AGENCIES, PRIOR TO ANY CLEARING.
3.CLEAR AND GRUB AREA WITHIN THE LIMITS OF THE LEVEL SPREADER. ALL TREES AND THEIR ENTIRE ROOT SYSTEMS MUST BE REMOVED
FROM THE SCM FOOTPRINT AREA AND BACK FILLED WITH SUITABLE SOIL MATERIAL. THE BACK FILLED AREAS SHALL BE COMPACTED TO THE
STANDARDS SET FORTH IN NOTE #4. PRIOR TO CONSTRUCTING THE LEVEL SPREADER STRUCTURE AND BYPASS BERM AT EACH SCM, THE
AREAS FOR THE ABOVE SHALL BE STRIPPED TO A SUITABLE DEPTH AS DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER. ANY RESIDUAL
SOILS TO BE LEFT IN PLACE MUST BE WELL SCARIFIED TO PROMOTE BONDING WITH NEW COMPACTED FILL.
4.ALL FILL SOILS USED IN THE LEVEL SPREADER CONSTRUCTION SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM-698). THE FILL SOILS SHALL BE COMPACTED AT A MOISTURE CONTENT WITHIN -1 TO +3 PERCENT OF ITS
OPTIMUM MOISTURE CONTENT. COMPACTION TESTS SHALL BE PERFORMED BY THE ON-SITE GEOTECHNICAL ENGINEER DURING
CONSTRUCTION TO VERIFY THAT THE PROPER COMPACTION LEVEL HAS BEEN REACHED. THE FILL SHOULD BE COMPACTED USING A
SHEEPSFOOT TYPE COMPACTOR. IN ORDER TO PREVENT DAMAGE TO THE PIPE, NO COMPACTION EQUIPMENT SHALL CROSS ANY PIPE UNTIL
MINIMUM COVER IS ESTABLISHED ALONG THE PIPE.
5.THE ON-SITE GEOTECHNICAL ENGINEER SHALL INSPECT THE LEVEL SPREADER STRUCTURE SUBGRADE AND THE BYPASS BERM SUBGRADE AT
THE SCM PRIOR TO PLACEMENT / COMPACTION OF ANY BACK FILL WITHIN THESE AREAS. IF THE CONTRACTOR CONSTRUCTS AND COVERS
UP THESE AREAS PRIOR TO INSPECTION, THEN THE SUBGRADE SHALL BE UNCOVERED AND TESTED AT THE CONTRACTOR'S EXPENSE. THE
CONSTRUCTION OF THE LEVEL SPREADER STRUCTURE AND DIVERSION BERM AT THE SCM SHALL NOT OCCUR UNTIL APPROVAL OF THE
SUBGRADES IS OBTAINED FROM THE ON-SITE GEOTECHNICAL ENGINEER.
6.CONSTRUCT THE LEVEL SPREADER STRUCTURE, INSTALL THE FOREBAY AND BLIND CHANNEL UPSTREAM OF THE LEVEL SPREADER
STRUCTURE, INSTALL THE SPLITTER BOX, AND THEN INSTALL THE BYPASS CHANNEL/BERM. FOR THE FACILITY, IT IS RECOMMENDED THAT
THE OUTLET FROM THE SPLITTER BOX TO THE LEVEL SPREADER STRUCTURE BE PLUGGED UNTIL THE LEVEL SPREADER HAS BEEN INSTALLED.
ONCE A PRELIMINARY AS-BUILT OF THE CONSTRUCTED FACILITY IS PROVIDED TO THE DESIGN ENGINEER AND IT HAS BEEN DETERMINED
THAT THE SCM HAS BEEN CONSTRUCTED IN GENERAL COMPLIANCE WITH THE PLANS AND SPECIFICATIONS FOR THE FACILITIES, THE DESIGN
ENGINEER WILL NOTIFY THE THE CONTRACTOR THAT THE PLUG CAN BE REMOVED. BASED ON THE RESULTS OF THE AS-BUILT SURVEYS, THE
ELEVATIONS FOR THE CONCRETE LEVEL SPREADER MAY BE MODIFIED FROM THOSE PROVIDED IN THESE DRAWINGS.
N.T.S.
STORMWATER CONTROL
MEASURE PLAN & DETAILSC10.00
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
Y:
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
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11.11.20
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST NEW
HANOVER COUNTY ORDINANCES AND STORMWATER DESIGN MANUAL.
I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON RECEIPT OF
"AUTHORIZATION-TO-CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT, WILL BE PERFORMED IN
ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE OF
NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART OF THIS PLAN. AS THE
OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED
FACILITIES. I (WE) WILL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF NEW
HANOVER COUNTY.
P2 P2 P2 P2
P5
P5
P5
P5
HT
HPHP
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
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11.11.20
L1.00
WLM17000-LS1
-
GLJ
SEE DRAWINGS
LANDSCAPE PLAN
OVERALL
EXISTING SITE
ENTRANCE
RESTROOM
BUILDING
EXISTING
GAZEBO
ADA
PARKING
EXISTING FENCE LINE
GRAVEL
PARKING
LOT
10' CONCRETE
SIDEWALK
MULTI-USE PATH
(ALTERNATE X)
MAINTENANCE
BLDG. AND FENCE
MULTI-USE PATH
(ALTERNATE X)
PLAYGROUND AND
PATH CONNECTION
(ALTERNATE)
20' METHANE
VENT CLEAR ZONE
PLAYING FIELD
PERIMETER FENCE
EX. FIELD TO REMAIN
(BASE BID ONLY)
LEVEL
SPREADER
LEVEL
SPREADER
SITE LEGEND
PR
O
P
E
R
T
Y
L
I
N
E
EXISTING FIELD
EXISTING FIELD
EXISTING FIELDS
FIELD #11
SYNTHETIC
360' x 210'
(ALTERNATE X)
EXISTING FIELDS
FIELD #9
(360' x 210')
FIELD #6
(360' x 210')
FIELD #8
(360' x 210')
P
R
O
P
E
R
T
Y
L
I
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E
RENOVATED PARKING (ALTERNATE X)
AREA A - SEE SHEET L1.01
AREA A.1 - SEE
SHEET L1.01
MULTI-USE PATH
(ALTERNATE X)
10' CONCRETE
SIDEWALK
CONCRETE BENCH PAD
(ALTERNATE X)
FIELD #7
(360' x 210')
FIELD LIGHTS FIELD LIGHTS
RENOVATED PARKING
(ALTERNATE X)
AREA B - SEE SHEET L1.02
AREA C - SEE SHEET L1.03
EXISTING SEPTIC FIELD
RENOVATED PARKING
(ALTERNATE X)
PROPERTY LINE
SEPTIC EXPANSION
AREA EXTENTS
EXISTING FIELD
PERIMETER FENCE
(ALTERNATE X)
EXISTING
RIP RAP
NOTES
1.SEE SHEET L2.00 FOR LANDSCAPE NOTES, PLANT SCHEDULE, AND LANDSCAPE DETAILS.
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
LANDSCAPE REQUIREMENT SUMMARY
TOTAL TREES REQUIRED
15 TREES PER 1 ACRE
REQUIRED: = 982 [65.47 AC X 15]
PROVIDED:= TBD
LANDSCAPE BUFFER
20' WIDE, 100% OPACITY BUFFER
REQUIRED: = 790 LF
PROVIDED:= TBD
BUILDING FOUNDATION PLANTING
FOUNDATION PLANTING BED: 12% OF BUILDING FACE ADJACENT TO PARKING LOT
REQUIRED: = 337 SF [12% OF 2,730 SF]
PROVIDED:= 416 SF
INTERIOR LANDSCAPE ISLAND PLANTING (BASE BID)
LANDSCAPE AREA: 8% OF VEHICULAR USE AREA
REQUIRED:= 7,127 SF [8% OF 89,097 SF]
PROVIDED:= 19,132 SF
CANOPY TREES: 1 CANOPY TREE FOR EACH 144 SF OF VEHICULAR USE AREA
REQUIRED: = 50 [7,127 / 144]
PROVIDED:= TBD
P5 P5
HPHP
P2 P2 P2 P2
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
G
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PROPOSED BENCH
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SITE LEGENDSITE LEGEND
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
L1.02
L1.03
L1.01
VICINITY MAP
N.T.S.
P2 P2 P2 P2
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P5
P5
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REVISIONS
PROJECT NO.WLM-17000
FILENAME
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
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LANDSCAPE PLAN
AREA 'B'
MATCHLINE - SEE SHEET L1.01
MATCHLINE - SEE SHEET L1.03
ADA PARKING
RESTROOM
BUILDING ±2,600 SF
MAINTENANCE
BUILDING ±400 SF
MAINTENANCE BUILDING
ACCESS DRIVE
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20' METHANE VENT
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APPROX. LIMITS OF
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SITE LEGENDSITE LEGEND
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GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.L1.03
L1.01
VICINITY MAP
N.T.S.
L1.02
MATCHLINE - SEE SHEET L1.03
ENLARGEMENT - SEE SHEET L1.04
P5
P5
P5
P5
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
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WLM17000-LS1
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LANDSCAPE PLAN
AREA 'B'
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PROPERTY LINE
LEVEL SPREADER
LEVEL SPREADER
APPROX. LIMITS OF
LANDFILL MATERIAL
SITE LEGENDSITE LEGEND
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
L1.02
L1.01
VICINITY MAP
N.T.S.
L1.03
P2 P2 P2 P2
P5 P5
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
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WLM17000-LS1
-
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SEE DRAWINGS
LANDSCAPE PLAN
ENLARGEMENTNC GRID (NAD83)NC GRID (NAD83)
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
SITE LEGEND
NOTES
1.SEE SHEET L2.00 FOR LANDSCAPE NOTES, PLANT SCHEDULE, AND LANDSCAPE DETAILS.
ADA PARKING
RESTROOM
BUILDING ±2,600 SF
FOOD TRUCK
PARKING
PLAYGROUND (ALT)
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone 919. 361. 5000
fax 919. 361. 2269
license number: C-0293, C-187
www.mcadamsco.com
SHEET
PLAN INFORMATION
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
RE
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11.11.20
L2.00
WLM17000-LS1
-
GLJ
SEE DRAWINGS
SCHEDULE + NOTES
LANDSCAPE DETAILS,
SCALE:1/2"=1'-0"
ORNAMENTAL GRASS INSTALLATION
03SCALE:3/8"=1'-0"
GROUNDCOVER INSTALLATION
02SCALE:3/8"=1'-0"
SHRUB INSTALLATION
01
SCALE:3/4"=1'-0"
SHRUB INSTALLATION ON SLOPE
04
LANDSCAPE NOTES
1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY AND THE STATE OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
2.CONTRACTOR IS RESPONSIBLE FOR THE SITE INSPECTION BEFORE LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO BECOME FAMILIAR WITH THE EXISTING
CONDITIONS.
3.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE BEGINNING DEMOLITION OR INSTALLATION.
4.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE NOTES, SPECIFICATIONS, DRAWINGS OR SITE CONDITIONS FOR RESOLUTION
PRIOR TO INSTALLATION.
5.ANY DAMAGE TO UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
6.THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING BUILDINGS, GRADING, WALLS, ETC., REFER TO ARCHITECTURE, SITE AND GRADING PLANS.
7.VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ANY DISCREPANCIES
SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.
8.CONTRACTOR TO ENSURE PROPER STABILIZATION AND SEEDING OF THE SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS.
9.LANDSCAPE MATERIAL SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM DAMAGE,
INSECTS AND DISEASES. MATERIAL SHALL EQUAL OR SURPASS #1 QUALITY AS DEFINED IN THE CURRENT ISSUE OF “AMERICAN STANDARD FOR NURSERY STOCK” AS
PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION.
10.ALL PLANT MATERIAL IS TO BE CAREFULLY HANDLED BY THE ROOT BALL, NOT THE TRUNK, BRANCHES AND/OR FOLIAGE OF THE PLANT. MISHANDLED PLANT MATERIAL MAY
BE REJECTED BY THE LANDSCAPE ARCHITECT.
11.ALL PLANT MATERIAL IS TO BE WELL ROOTED, NOT ROOT BOUND, SUCH THAT THE ROOT BALL REMAINS INTACT THROUGHOUT THE PLANTING PROCESS. DEFICIENT PLANT
MATERIAL MAY BE REJECTED BY THE LANDSCAPE ARCHITECT OR OWNER.
12.ALL PLANTS TO BE A MINIMUM OF WHAT IS SPECIFIED IN THE PLANT SCHEDULE. ANY CHANGES OR SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND
GOVERNING JURISDICTION PRIOR TO ANY HOLE BEING DUG.
13.CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT TO ESTABLISH THE EXTENTS OF MULCH/SEED/SOD IF NOT SPECIFICALLY
SHOWN ON PLANS.
14.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL PLANTING AREAS.
15.PROPOSED TREES TO BE PLANTED A MINIMUM 10 FEET FROM ANY LIGHT POLE AS MEASURED FROM TRUNK OF THE TREE TO THE POLE.
16.PROPOSED TREES TO BE PLANTED A MINIMUM 5 FEET FROM ANY FIRE HYDRANT AS MEASURED FROM TRUNK OF THE TREE TO THE HYDRANT.
17.CONTRACTOR SHALL COMPLETE SOIL TEST IN ALL PLANTING AREAS TO DETERMINE SOIL AMENDMENT REQUIREMENTS UNLESS WAIVED BY OWNER'S REPRESENTATIVE.
CONTRACTOR SHALL ADJUST PH AND FERTILITY BASED UPON THE SOIL TEST RESULTS.
18.TOPSOIL SHALL BE FREE OF MATERIAL LARGER THAN 1.0 INCH IN DIAMETER OR LENGTH AND SHALL NOT CONTAIN SLAG, CINDERS, STONES, LUMPS OF SOIL, STICKS, ROOTS,
TRASH, OR OTHER EXTRANEOUS MATERIAL.
19.LOOSEN SUBGRADE / SURFACE SOIL TO A MINIMUM DEPTH OF 6 INCHES. APPLY SOIL AMENDMENTS AND FERTILIZERS AS REQUIRED BY THE SOIL TEST RESULTS TO ACHIEVE A
HEALTHY GROWING MEDIA AND MIX THOROUGHLY INTO TOP 4 INCHES OF SOIL. SPREAD PLANTING SOIL MIX TO A DEPTH OF 6 INCHES BUT NOT LESS THAN REQUIRED TO
MEET FINISH GRADES AFTER NATURAL SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET.
20.IF IMPORTED TOPSOIL IS REQUIRED, THE SUBGRADE SHALL BE SCARIFIED OR TILLED TO A DEPTH OF AT LEAST 6 INCHES PRIOR TO INSTALLATION OF IMPORTED TOPSOIL.
FOLLOWING INSTALLATION OF IMPORTED TOPSOIL, THE TOPSOIL SHALL BE TILLED TO INTEGRATE THE SOIL PROFILES.
21.PLANT MATERIALS ARE TO BE GUARANTEED FOR A PERIOD OF 12 MONTHS. PLANT MATERIALS WHICH REMAIN UNHEALTHY WILL BE REPLACED BY THE LANDSCAPE
CONTRACTOR BEFORE THE EXPIRATION OF THE GUARANTEE PERIOD OR IMMEDIATELY IF SO DIRECTED BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT.
22.ALL TREE PLANTINGS SHALL BE MULCHED TO A DEPTH OF 3 INCHES, AND WITH A MINIMUM 3 FOOT RADIUS FROM BASE OF TREE OR TO DRIPLINE. MULCH SHALL BE FREE OF
TRASH AND MAINTAINED WEED FREE. MULCH SHALL NOT COVER THE ROOT FLARE. CONFIRM MULCH SPECIFICATIONS WITH OWNER'S REPRESENTATIVE OR LANDSCAPE
ARCHITECT.
23.DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY. PROTECT BARK, BRANCHES, AND ROOT SYSTEMS FROM SUN SCALD, DRYING, SWEATING, WHIPPING, AND OTHER
HANDLING AND TYING DAMAGE. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DESTROY THEIR NATURAL SHAPE. PROVIDE PROTECTIVE COVERING
OF EXTERIOR PLANTS DURING DELIVERY. DO NOT DROP EXTERIOR PLANTS DURING DELIVERY AND HANDLING.
24.DELIVER EXTERIOR PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IMMEDIATELY AFTER UNLOADING, STAND THE TREES
UP TO REDUCE THE RISK OF SUN SCALD. PROPERLY STAGED TREES ARE STANDING, UNTIED AND SPACED. UNLESS IMMEDIATELY INSTALLED, SET EXTERIOR PLANTS AND TREES
IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST.
25.SEE LANDSCAPE DETAILS FOR TREE STAKING REQUIREMENTS.
26.EXCAVATE EDGES OF ALL PLANTING BEDS TO 2 INCH DEPTH TO FORM A NEAT AND CRISP DEFINITION.
27.CONTRACTOR SHALL REMOVE DEBRIS AND FINE GRADE ALL PLANTING AREAS PRIOR TO INSTALLATION.
28.REMOVE GUY WIRES AND STAKES AT END OF WARRANTY PERIOD OR ESTABLISHMENT.
29.FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH
OF FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISHED GRADING TO AREAS THAT CAN BE PLANTED IN THE
IMMEDIATE FUTURE.