HomeMy WebLinkAbout2021-04-27 Site Plan Submittal CombinedSITE
PARCEL ID NUMBER:R04000-001-012-000
TOTAL SITE ACREAGE:±65.47 AC
CURRENT ZONING:I-2-INDUSTRIAL DISTRICT
SITE DATA
SITE ACREAGE AS PART OF THIS DEVELOPMENT:±65.47 AC
PROPOSED ZONING:I-2-INDUSTRIAL DISTRICT
PROPOSED LAND USE:PARK/OPEN SPACE
FEMA REGULATIONS
CURRENT LAND USE:730-OFFICE AND PROFESSIONAL
DISTURBED AREA
100-YEAR BASE FLOOD ELEVATION
500-YEAR BASE FLOOD ELEVATION
NO FLOODPLAIN OR FLOODWAY PRESENT ON SITE
±21.5 AC
N/A
N/A
BUILDING REQUIREMENTS FRONT SETBACK: 50'
MAXIMUM HEIGHT: 30'
SIDE SETBACK: 20'
PARKING SUMMARY
CLIENT
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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
CONTACT
PROJECT DIRECTORY
205 SUTTON STEAM PLANT ROAD
WILMINGTON, NORTH CAROLINA 28401
SITE PLAN SUBMITTAL
PROJECT NUMBER: WLM-17000
DATE: APRIL 27, 2021
VICINITY MAP
N.T.S.
REVISIONS
N0.DATE
CONSTRUCTION
DRAWINGS FOR:
REGIONAL ATHLETIC COMPLEX
CITY OF WILMINGTON
REGIONAL SPORTS COMPLEX
WILMINGTON, NC 28401
PROJECT NUMBER: WLM-17000
CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PHONE: 910. 341. 7830
RACHEL COTTER
cotter@mcadamsco.com
PHONE: 919. 361. 5000 x132
SHEET INDEX
1 - 3 EXISTING CONDITIONS
C1.01 OVERALL DEMOLITION PLAN
C1.02 CONTEXT PLAN
C2.00 OVERALL SITE PLAN
C2.01 SITE PLAN - AREA A
C2.02 SITE PLAN - AREA B
C2.03 SITE PLAN - AREA C
C2.04 SITE PLAN - AREA D
C3.00 OVERALL GRADING PLAN
C3.01 GRADING PLAN - AREA A
C3.02 GRADING PLAN - AREA B
C3.03 GRADING PLAN - AREA C
C3.04 GRADING PLAN - AREA D
C4.00 OVERALL UTILITY PLAN
C4.01 OVERALL UTILITY PLAN
C4.02 UTILITY PLAN - SANITARY SEWER PROFILE
C4.11 UTILITY PLAN - AREA A
C4.12 UTILITY PLAN - AREA B
C4.13 UTILITY PLAN - AREA C
C6.00 EROSION CONTROL PLAN - BASE BID
C6.01 EROSION CONTROL DETAILS
C6.02 EROSION CONTROL DETAILS
C6.03 EROSION CONTROL DETAILS
C8.00 SITE AND AMENITY DETAILS
C8.01 SITE AND AMENITY DETAILS
C8.02 SITE AND AMENITY DETAILS
C8.03 WATER DETAILS
C8.04 STORM DRAINAGE DETAILS
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
OWNER:CITY OF WILMINGTON
305 CHESTNUT STREET, 5TH FLOOR
WILMINGTON, NC 28402
PREPARED BY:MCADAMS COMPANY
2905 MERIDIAN PARKWAY
DURHAM, NORTH CAROLINA 27713
919. 361. 5000
COTTER@MCADAMSCO.COM
C10.00 STORMWATER CONTROL MEASURE PLAN & DETAILS
L1.00 OVERALL LANDSCAPE PLAN
L1.01 LANDSCAPE PLAN - AREA A
L1.02 LANDSCAPE PLAN - AREA B
L1.03 LANDSCAPE PLAN - AREA C
L1.04 LANDSCAPE PLAN - AREAS D, E, F
L1.05 ENLARGEMENT LANDSCAPE PLAN
L2.00 LANDSCAPE DETAILS, SCHEDULE + NOTES
L2.01 BASE BID LANDSCAPE PLAN (FOR REFERENCE)
L2.02 BASE BID LANDSCAPE SCHEDULE (FOR REFERENCE)
E0.1 ELECTRICAL LEGEND AND ABBREVIATIONS
E0.2 OVERALL ELECTRICAL SITE PLAN
E0.3A ELECTRICAL SITE PLAN - NEW WORK
E0.3B ELECTRICAL SITE PLAN - NEW WORK
E0.4 ELECTRICAL SITE PLAN - DEMO
E1.1 FIELD #6, #7, #8 & #9 LIGHTING PLAN
E1.2 NEW PARKING AREA LIGHTING PLAN
E1.3 FIELD 1, 2, 3 & 4 LIGHTING PLAN
E2.1 ELECTRICAL FLOOR PLAN - LIGHTING
E2.2 ELECTRICAL FLOOR PLAN - POWER/SYSTEMS
E4.1 ELECTRICAL RISER DIAGRAMS
E5.1 ELECTRICAL SCHEDULES
E6.1 ELECTRICAL DETAILS
E6.2 ELECTRICAL DETAILS
E6.3 ELECTRICAL DETAILS
IMPERVIOUS CALCULATIONS POST-DEVELOPMENT: XX AC
PRE-DEVELOPMENT: XX AC
XX % IMPERVIOUS
WATERSHED
CAPE FEARRIVER BASIN
CAPE FEAR
SPACES REQUIRED: N/A
SPACES PROVIDED: 418 (8 ACCESSIBLE SPACES)
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
STREAM INFORMATION STREAM INDEX: 18-74-(61)
RECEIVING STREAM: NORTHEAST CAPE FEAR RIVER
CLASSIFICATION: SC; Sw
C1.01
WLM17000-OADM1
-
EMD
1" = 100'
DEMOLITION PLAN
OVERALL
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
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
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DEMOLITION LEGEND
DEMOLITION NOTES
1.UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN
LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE
SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES
SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED
ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS
POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED UNDERGROUND UTILITIES.
2.ALL UTILITIES TO BE RELOCATED SHALL BE COORDINATED WITH THE OWNER
AND THE DESIGN TEAM. EXISTING BUILDINGS SHALL REMAIN FUNCTIONING AT
ALL TIMES. CONTRACTOR SHALL MAKE ALL EFFORTS TO AVOID AND MINIMIZE
UTILITY SHUT DOWN DURING CONSTRUCTION. NEW UTILITIES SHALL BE
INSTALLED AND TESTED PRIOR TO EXISTING UTILITY SHUT DOWN.
3.THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON
SITE PRIOR TO DEMOLITION.
4.THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND
SHOWN ON THESE PLANS AND SPECIFICATIONS AND AS DIRECTED BY THE
OWNER.
5.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND
PAY FEES REQUIRED FOR DEMOLITION AND HAUL-OFF FROM THE APPROPRIATE
AUTHORITIES. THESE FEES ARE TO BE INCLUDED WITH THE BID. THE
CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE
PERMITS AS REQUIRED PRIOR TO THE COMMENCEMENT OF DEMOLITION.
6.THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND
UTILITY WORK. IT IS NOT INTENDED TO IDENTIFY EACH ELEMENT OF
DEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE
OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
7.CONTRACTOR SHALL COMPLETELY DEMOLISH ALL EXISTING IMPROVEMENTS
NOTED FOR REMOVAL ON THE APPROVED DEMOLITION PLAN. THIS INCLUDES,
AS NECESSARY, FOUNDATIONS AND OTHER APPURTENANCES LOCATED ON AND
AROUND THE IMPROVEMENTS SUCH AS SIGNS, CURBS, PAVEMENT, SIDEWALKS,
LIGHT POLE BASES, HYDRANTS, BOLLARDS, ETC. ALL REMOVED MATERIAL SHALL
BE DISPOSED OF OFFSITE IN A LAWFUL MANNER OR RECYCLED. IF POSSIBLE,
CONTRACTOR SHALL MAKE EVERY ATTEMPT TO RECYCLE ANY DEBRIS AND
RUBBISH THAT IS RECYCLABLE.
8.REMOVE AND/OR PLUG EXISTING UTILITIES AS SHOWN. THE CONTRACTOR IS
RESPONSIBLE FOR CONTACTING EACH UTILITY COMPANY TO COORDINATE
REMOVAL OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND
VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
9.CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES
AND TREE PROTECTION PRIOR TO BEGINNING DEMOLITION WORK.
CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS AND CARE TO PRESERVE TREES
DURING CONSTRUCTION.
10.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO
REMAIN IN PLACE.
11.ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING
CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE
SOLE EXPENSE OF THE CONTRACTOR.
12.IF ALTERNATE 4 IS SELECTED, CONTRACTOR SHALL REMOVE THE EXISTING SIGNS
13.CONTRACTOR TO SALVAGE EXISTING TRASH RECEPTACLES AND STOCKPILE FOR
REUSE. RELOCATE TO MAINTENANCE YARD PRIOR TO SUBSTANTIAL
COMPLETION.
14.CONTRACTOR TO SALVAGE EXISTING WHEEL STOPS FOR REUSE. ANY WHEEL
STOPS WITH CRACKS, EXTENSIVE DIRT OR STAINING SHALL BE DEMOLISHED
AND REMOVED PER THE SPECIFICATIONS. ALL WHEEL STOPS SLATED FOR REUSE
MUST BE APPROVED BY THE ENGINEER.
15.CONTRACTOR MAY STOCKPILE AND REUSE MULCH IF IT MEETS THE PROJECT
SPECIFICATIONS. CONTRACTOR MUST REQUEST AND RECEIVE WRITTEN NOTICE
FROM THE LANDSCAPE ARCHITECT PRIOR TO ASSUMING MULCH IS ACCEPTABLE
FOR REUSE. LANDSCAPE ARCHITECT MAY REQUEST A VISUAL INSPECTION AND
RESERVES THE RIGHT TO REJECT THE REQUEST.
16.CONTRACTOR TO FLAG ALL TREES SLATED FOR REMOVAL AND SEEK APPROVAL
FROM LANDSCAPE ARCHITECT PRIOR TO DEMOLISHING. TREES INDICATED FOR
DEMOLITION ASSOCIATED WITH PARKING LOT RENOVATIONS (ALTERNATE 4)
AND WALKING TRAIL (ALTERNATE 1) ARE TO REMAIN FOR BASE BID ONLY,
SHOULD THESE ALTERNATES NOT BE SELECTED.
EXISTING SITE
ENTRANCE
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EXISTING
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EX. GAZEBO
TO REMAIN
EXISTING FIELD
EXISTING FIELD
EXISTING FIELDS
EXISTING FIELDS
EXISTING
PARKING
EXISTING
PARKING
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EXISTING FENCE LINE
EX. RESTROOM BUILDING
AND SIDEWALK TO BE
DEMOLISHED
APPROXIMATE EXTENTS
OF LANDFILL
20' METHANE
VENT CLEAR ZONE
EX. GRAVEL PARKING
TO BE REMOVED
EX. INLETS AND CONC.
APRON TO BE DEMOLISHED
EX. INLETS AND CONC.
APRON TO BE REMOVED
EX. GRAVEL DRIVE
TO BE REMOVED
EX. FENCE TO
BE REMOVED
EXIST. ABOVE GRADE METHANE
VENT TO BE RELOCATED (TYP.) -
SEE SHEETS V1.00 TO V6.00
EX. FENCE TO
BE REMOVED
(2) EX. SIGNS TO
BE REMOVED
EX. GRAVEL DRIVE TO
REMOVED. REFER TO SITE
PLANS FOR LOCATIONS
EX. GRAVEL TO BE REFRESHED AND
LIMITS ADJUSTED - SEE SPECIFICATIONS
(ALTERNATE 4)
EX. MULCH PILE TO BE
REMOVED - SEE NOTE
15 THIS SHEET
(2) EX. SEPTIC VALVES
TO BE DEMOLISHED
EX. SAND PILE
TO BE REMOVED
(ALTERNATE 1)
EX. SEPTIC PUMP
AND FORCE MAIN
TO BE DEMOLISHED
EX. STORAGE CONTAINER
TO BE REMOVED
EX. INLETS AND CONC.
APRON TO BE DEMOLISHED
(ALTERNATE 4)
EX. IRRIGATION LINES AND
VALVES TO BE REMOVED
EX. RIPRAP TO
BE REMOVED
EX. SIGN TO BE REMOVED
(ALTERNATE 4)
(2) EX. SIGNS TO BE REMOVED.
SEE NOTE 12 THIS SHEET.
(ALTERNATE 4)
EXISTING FENCE LINE
APPROX. EXTENTS OF
LANDFILL MATERIAL
EXISTING SEPTIC SYSTEM TO BE DEMOLISHED
OR CAPPED AND ABANDONED IN PLACE.
REFER TO SEPTIC DRAWINGS.
EX. TREE TO BE
REMOVED (TYP.)
(ALTERNATE 4)
EX. MULCH TO BE ADJUSTED
WITH GRAVEL PARKING LIMITS
(ALTERNATE 4)
EX. GRAVEL TO BE REFRESHED
AND LIMITS ADJUSTED
(ALTERNATE 4)
EX. GRAVEL TO BE REFRESHED
AND LIMITS ADJUSTED - SEE
SPECIFICATIONS
(ALTERNATE 4)
EX. MULCH TO BE ADJUSTED
WITH GRAVEL PARKING
LIMITS (ALTERNATE 4)
EX. MULCH TO BE ADJUSTED
WITH GRAVEL PARKING LIMITS
AND FENCE TO BE REMOVED.
(ALTERNATE 4)
EX. RIPRAP TO
REMAIN
APPROX. EXTENTS OF
LANDFILL MATERIAL
APPROX. EXTENTS OF
LANDFILL MATERIAL
EX. STORAGE CONTAINER
TO BE REMOVED
EX. SIGN, ASSOCIATED
LANDSCAPING, AND ADJACENT
BOLLARDS TO BE REMOVED
FIVE (5) EX. BOLLARDS
TO BE REMOVED
(ALTERNATE 1)
EX. POWER POLE
TO REMAIN
EX. POWER POLE
TO REMAIN
EX. POWER POLE
TO REMAIN
EX. POWER POLE
TO REMAIN
EX. FENCE TO
BE REMOVED
PORTION OF EXIST. METHANE GAS LINE
TO BE REMOVED BELOW PROPOSED
RESTROOM BLDG. - ADJACENT METHANE
LINE TO BE ADJUSTED APPROPRIATELY -
SEE SHEETS V1.00 - V.600
NOTE: CONTRACTOR TO REMOVE
AND STORE EXIST. WHEEL STOPS
ON SITE FOR REUSE.
EXISTING 4-IN WATER LINE TO BE ABANDONED
AND CAPPED IN PLACE AT NORTH PROPERTY LINE
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
EXIST. SUBSURFACE
METHANE GAS WELL TO BE
CAPPED AND ABANDONED
BELOW RESTROOM BLDG. -
SEE SHEETS V1.00 - V.600
EXTENTS OF EX. SOCCER
FIELD TO BE REMOVED
NOTE: PRIOR TO CONSTRUCTION, CONTRACTOR
SHALL LOCATE EXISTING FORCE MAIN AND SHALL
REMOVE, OR CAP AND ADONDON IN PLACE, AS
NECESSARY. REFER TO SEPTIC DRAWINGS.
EXIST. IRRIGATION LINE
(APPROX. LOCATION)
EXIST. ABOVE GRADE METHANE
VENT TO BE RELOCATED (TYP.) -
SEE SHEETS V1.00 TO V6.00
EX. TREE TO BE
REMOVED (TYP.)
(ALTERNATE 4)
EX. TREES TO
BE REMOVED
EXISTING EDGE
OF PAVEMENT
EDGE OF EXISTING DRIVE
TRANSITION BETWEEN EXIST.
ASPHALT DRIVE AND GRAVEL DRIVE
EX. FENCE TO
BE REMOVED
EX. RIPRAP AND PIPE
TO BE REMOVED
EXIST. ABOVE GRADE METHANE
VENT TO BE RELOCATED (TYP.) -
SEE SHEETS V1.00 TO V6.00
EX. INLETS AND CONC.
APRON TO BE DEMOLISHED
(2) EX. SIGNS TO
BE REMOVED
EX. TREE TO BE
REMOVED (TYP.)
(ALTERNATE 1)
RESTROOM
BUILDING
SITE LEGEND
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FIELD #11
SYNTHETIC
FIELD #9
(SEE DETAILED FIELD PLANS)
FIELD #6
(SEE DETAILED FIELD PLANS)
FIELD #8
(SEE DETAILED FIELD PLANS)
NC GRID (NAD83)
GRAPHIC SCALE
0 100 200 400
1 inch = 200 ft.C1.02
WLM17000-OAS1
-
GLJ
1" = 150'
PLAN
CONTEXT
FIELD #7
(SEE DETAILED FIELD PLANS)
SEE SHEET C2.00 FOR OVERALL SITE PLAN
APPROXIMATE
LIMITS OF LANDFILL
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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RENOVATED FIELD #4
SUTTON STEAM P
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(VARIABLE WIDTH
P
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B
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/
W
)
EXISTING FIELD #2
EXISTING FIELD #5
EXISTING FIELD #10
EXISTING FIELD #3 EXISTING FIELD #1
WETLAND (TYP.)
WETLAND (TYP.)
WETLAND (TYP.)
APPROX. EXTENT OF
ACCESS ROAD
ACCESS EASEMENT
R
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(
V
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)
NOTES
1.ALL BASE DATA OUTSIDE OF THE PROPERTY LIMITS HAS BEEN PROVIDED BY ATLANTIC COAST SURVEY AND DATED MARCH 25, 2021.
2.ALTERNATES INDICATE PLAN ELEMENTS THAN MAY NOT BE CONSTRUCTED IF BUDGET DOES NOT ALLOW. ENGINEER SHALL SUBMIT A
"RELEASED FOR CONSTRUCTION" PACKAGE FOR THE COUNTY'S RECORDS ONCE THE FINAL PROJECT SCOPE IS FINALIZED.
210.0'23.0'15
.
0
'
23.0'22.5'22.5'22.5'22.5'22.5'22.5'26.0'
45.0'
NC GRID (NAD83)C2.00
WLM17000-OAS1
-
EMD
1" = 100'
SITE PLAN
OVERALL
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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04.27.2021
DESCRIPTION
ALTERNATES
STONE DUST WALKING TRAIL
INSTALL GRAVEL WALKING TRAIL PER SITE
PLAN AND DETAILS. COMPACT PER
GEOTECH. INSTALL ASSOCIATED SITE
FURNISHINGS (BENCHES, WAYFINDING
SIGNAGE AND TRASH / RECYCLING
RECEPTACLES) SHALL BE PROVIDED.
PLAYGROUND
PROVIDE INSTALLATION OF EQUIPMENT,
POURED-IN-PLACE SAFETY SURFACE,
PERIMETER FENCING (ALTERNATE 3A). SEE
REFERENCE MATERIAL. INCLUDE
ADDITIONAL SWING SET. INSTALL
ASSOCIATED SITE FURNISHINGS (BENCHES,
PLAYGROUND RULES, WAYFINDING
SIGNAGE AND TRASH / RECYCLING
RECEPTACLES) SHALL BE PROVIDED.
LANDSCAPE IMPROVEMENTS
AND GRAVEL REFRESH
WITHIN LIMITS OF EXISTING PARKING
LOTS, REPAIR SOFT AREAS IDENTIFIED BY
THE GEOTECH AND CONTRACTOR, PLACE
2" ABC AND COMPACT PER PROJECT
SPECIFICATIONS. ADD ACCESSIBLE
PARKING SPACES (1 VAN, 1 CAR) TO EACH
EXISTING PARKING LOT WITH PAVED
ACCESS SIDEWALK TO NEAREST FIELDS.
REMOVE DELETERIOUS PLANT MATERIAL
AND REPLACE WITH PLANT MATERIAL PER
LANDSCAPE PLANS WITHIN LIMITS OF
EXISTING PARKING AREAS.
ATHLETIC LIGHTS AT FIELDS 6 + 7 (X6)
ATHLETIC LIGHTS AT FIELDS 8 + 9 (X6)
NATURAL FIELDS + FIELD
UNDERDRAINS
PROVIDE NATURAL GRASS FIELD
UNDERDRAINS FOR ALL FOUR FIELDS AS
SHOWN PER PLAN AND SPECIFICATIONS.
KEY MAP
N.T.S.
C2.01, C2.10
C2.03, C2.12
C2.04 C2.02, C2.11
1
3
8
9
10
4
ALTERNATEALT. #
PROVIDE 2 POST, EACH WITH A SINGLE
LIGHT FIXTURE, AT WESTERN EDGE OF
EXISTING FIELD #4
11 ATHLETIC LIGHTS AT FIELDS 4 (X2)
EXISTING SITE
ENTRANCE
RESTROOM
BUILDING
EXISTING
GAZEBO
FOOD TRUCK
PARKING
ADA
PARKING
EXISTING EDGE
OF PAVEMENT
GRAVEL
PARKING
LOT
10' CONCRETE
SIDEWALK
WALKING TRAIL
(ALTERNATE 1)
PLAYGROUND AND
PATH CONNECTION
(ALTERNATE 3)
20' METHANE
VENT CLEAR ZONE
PLAYING FIELD
PERIMETER FENCE
WHEELSTOP
(TYP.)
LEVEL
SPREADER
LEVEL
SPREADER
SITE LEGEND
PR
O
P
E
R
T
Y
L
I
N
E
EXISTING
FIELD #10
EXISTING
FIELD #5
RENOVATED
FIELD #4
FIELD #11
SYNTHETIC
(SEE DETAILED FIELD PLANS)
EXISTING
FIELD #2
FIELD #9
(SEE DETAILED FIELD PLANS)
FIELD #6
(SEE DETAILED FIELD PLANS)
FIELD #8
(SEE DETAILED FIELD PLANS)
P
R
O
P
E
R
T
Y
L
I
N
E
RENOVATED PARKING (ALTERNATE 4)
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
12
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
11
S
P
A
C
E
S
13
S
P
A
C
E
S
GENERAL SITE NOTES - APPLIES TO SHEETS C2.00, C2.01, C2.02,C2.03, C2.04
1.THE CONTRACTOR SHALL WORK CLOSELY WITH THE OWNER'S REP. AND/OR LANDSCAPE ARCHITECT AND NOTIFY OWNER'S
REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT 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.
19.SEE SPECIFICATIONS FOR GRAVEL REFRESH.
20.ALL FENCE POST AND LIGHT POST FOOTINGS, POLES, ETC. SHALL BE COORDINATED WITH ALL EXISTING AND PROPOSED SITE
ELEMENTS INCLUDING THE METHANE VENT LINES. CONTRACTOR IS RESPONSIBLE FOR ONSITE COORDINATION AND NOTIFYING
OWNER AND OWNER'S REPRESENTATIVE FOR ANY CHANGES.
21.CONTRACTOR SHALL INCLUDE THE COST OF PROCUREMENT AND INSTALLATION OF ATHLETIC LIGHT FOUNDATIONS. PROCUREMENT
AND INSTALLATION OF THE POLES AND FIXTURES WILL BE PROVIDED BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE
OWNER AND OWNER'S REPRESENTATIVE FOR CONSTRUCTION SEQUENCING RELATED TO INSTALLATION OF THE ATHLETIC POLES
AND FIXTURES.
22.PER THE TIA APPROVAL LETTER DATED APRIL 29, 2020, THE FOLLOWING IMPROVEMENTS SHALL BE INSTALLED PRIOR TO ANY
CERTIFICATE OF OCCUPANCY:
22.1.US 321 AT SUTTON STEAM PLAN ROAD
22.1.1.RESTRIPE THE EASTBOUND APPROACH TO PROVIDE A CONTINUOUS RIGHT TURN LANE AND LEFT TURN LANE WITH
AVAILABLE STORAGE WITH EXISTING PAVEMENT.
WALKING TRAIL
(ALTERNATE 1)
AREA D - SEE
SHEET C2.04
ACCESS PATH TO
SYNTH. TURF FIELD
WHEELSTOP (TYP.)
10' CONCRETE
SIDEWALK
ENTRANCE
PLAZA
CONCRETE BENCH PAD
(ALTERNATE 1)
FIELD #7
(SEE DETAILED FIELD PLANS)
RENOVATED PARKING
(ALTERNATE 4)
AREA B - SEE SHEET C2.02
AREA C - SEE SHEET C2.03
FRAME COLOR:
TEXTURED PEWTER
SLAT COLOR:
MAHOGANY RECYCLED PLASTIC
FRAME COLOR:
TEXTURED PEWTER
SLAT COLOR:
MAHOGANY RECYCLED PLASTIC
BY OWNERTEAM BENCH BY OWNERBY OWNER
APPROXIMATE
LIMITS OF LANDFILL APPROXIMATE
LIMITS OF LANDFILL
APPROXIMATE
LIMITS OF LANDFILL
PROCUREMENT
RENOVATED PARKING
10
SP
A
C
E
S
2
SP
A
C
E
S
PROPERTY LINE
WHEELSTOP (TYP.)
EXISTING
RIP RAP
ACCESS TO
FIELD GATE
PRIMARY
ENTRANCE
MONUMENT
PRODUCT PRODUCT DESCRIPTION
FRAME COLOR:
TEXTURED PEWTER
SLAT COLOR:
MAHOGANY RECYCLED PLASTIC
FURNISHING
SURFACE
MOUNTED
BENCH
BY OWNER
RECYCLING
RECEPTACLE BY OWNER
TRASH
RECEPTACLE BY OWNER
OVERALL FURNISHING SCHEDULE
BEACON HILL 6' BY
ANOVA OR
APPROVED EQUAL
MADISON BY ANOVA
OR APPROVED EQUAL
MADISON (RECYCLE
TOP) BY ANOVA OR
APPROVED EQUAL
PLANTER
BOX BY OWNER
CUBE PLANTER BY
YARDART OR
APPROVED EQUAL
36"X36" ALUMINUM
COLOR:
OXIDIZED ZINC
SHED TO REMAIN
MAINTENANCE
BLDG. AND FENCE
ACCESS TO
FIELD GATE
EXISTING
FIELD #3
EXISTING
FIELD #1
APPROXIMATE EXTENTS
OF ALTERNATE 4
APPROXIMATE EXTENTS
OF ALTERNATE 4
WALKING TRAIL
(ALTERNATE 1)PO
L
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M
O
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D
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(
A
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9
)
POLE MOUNTED ATHLETIC
LIGHT FIXTURE (ALTERNATE 9)
PO
L
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E
D
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PO
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T
F
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T
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E
(
A
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E
R
N
A
T
E
9
)
POLE MOUNTED ATHLETIC
LIGHT FIXTURE (ALTERNATE 8)
ACCESS TO
FIELD GATE
(ALTERNATE 1)
ACCESS TO
FIELD GATE
(ALTERNATE 1)
FIELD LIGHTS
(BASE BID)
WALKING TRAIL
(ALTERNATE 1)
POLE MOUNTED ATHLETIC
LIGHT FIXTURE (BASE BID)
FIELD LIGHT
(BASE BID)
POLE MOUNTED ATHLETIC
LIGHT FIXTURE (BASE BID)
CONCRETE SIDEWALK
(ALTERNATE 1)
FIELD LIGHT
(BASE BID)
POLE MOUNTED ATHLETIC
LIGHT FIXTURE (BASE BID)
POLE MOUNTED ATHLETIC
LIGHT FIXTURE (BASE BID)
POLE MOUNTED ATHLETIC
LIGHT FIXTURE (BASE BID)
ADA PARKING (ALTERNATE 4)
ADA PARKING (ALTERNATE 4)
DUMPSTER PAD
AND FENCE
ENCLOSURE
TIE IN FLUSH WITH
EXISTING ASPHALT
ENTRY DRIVE
POLE MOUNTED ATHLETIC
LIGHT FIXTURE (ALTERNATE 11)
POLE MOUNTED ATHLETIC
LIGHT FIXTURE (ALTERNATE 11)
10
INSTALLATION
9
10
10
8
BASE QTY.ALT. QTY.
10
4
4
4
8
0
5
6
6
0
ADA PARKING
(ALTERNATE 4)
AREA A - SEE SHEET C2.01
APPROXIMATE EXTENTS
OF ALTERNATE 3
CONCRETE BENCH PAD
(ALTERNATE 1)
APPROXIMATE
LOCATION OF CHAIN
LINK FENCE INSTALLED
BY OWNER (N.I.C.)
ACCESS TO
FIELD GATE
(ALTERNATE 1)
CONCRETE TRASH
RECEPTACLE (ALTERNATE 1)
4'X8' CONCRETE TRASH
RECEPTACLE PAD
(ALTERNATE 1)
4'X8' CONCRETE TRASH
RECEPTACLE PAD
(ALTERNATE 1)
ACCESS TO FIELD
GATE (ALTERNATE 1)
ACCESS TO FIELD
GATE (ALTERNATE 1)
ACCESS TO
FIELD GATE
(ALTERNATE 1)
ACCESS TO
FIELD GATE
(ALTERNATE 1)
ACCESS TO
FIELD GATE
(ALTERNATE 1)
ACCESS TO
FIELD GATE
(ALTERNATE 1)
SEE NOTE 21, THIS SHEET. SEE ELECTRICAL
DRAWINGS FOR ATHLETIC FIELD LIGHTING
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.C2.01
WLM17000-S1
-
GLJ
1" = 40'
AREA A
SITE PLAN
MATCHLINE - SEE SHEET C2.02
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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04.27.2021
MATCHLINE - SEE SHEET C2.04
KEY MAP
N.T.S.
C2.01
C2.03
C2.04 C2.02
LIMITS OF GRAVEL REFRESH
(BASE BID).
MEET ASPHALT ENTRANCE
DRIVE, FLUSH.
R42'
EXISTING FIELD #5
EX. GRAVEL TO BE
REFRESHED AND
LIMITS ADJUSTED
20'
20' METHANE VENT
CLEAR ZONE (TYP.)
GENERAL SITE NOTES
1.SEE SHEET C2.00 FOR GENERAL SITE NOTES
2.GRAVEL REFRESH SHALL INCLUDE ADDITION OF 2" ABC PER NCDOT
STANDARDS TO EXISTING GRAVEL. CONTRACTOR ENSURE POSITIVE
DRAINAGE ACROSS SITE.
POLE MOUNTED
ATHLETIC LIGHT FIXTURE
(BASE BID)
POLE MOUNTED
ATHLETIC LIGHT FIXTURE
(BASE BID)
SITE LEGEND DETAIL KEY SCHEDULE
C8.00
CONCRETE PAVING (PEDESTRIAN)01
C8.00
CONCRETE PAVING (HEAVY DUTY)02
C8.00
GRAVEL PAVING03
C8.00
ACCESSIBLE PARKING SPACE04
C8.00
WHEEL STOP05
L3.01
PRIMARY ENTRANCE MONUMENT07
SFD1.01
6' CHAIN LINK FENCE11
SFD1.01
CHAIN LINK FENCE DOUBLE GATE13
C8.00
WALKING TRAIL19C8.02
DUMPSTER ENCLOSURE09
C8.02
SAFETY BOLLARD15
C8.02
COLLABSIBLE BOLLARD16
C8.01
TIMBER EDGING08
SFD1.01
CHAIN LINK FENCE SINGLE GATE14
C8.02
HEAVY DUTY BOLLARD17
C8.01
CLF DOUBLE GATE W/ PRIVACY SLATS18
SFD1.01
FENCE WITH NETTING12
C8.00
CONCRETE STEPS WITH HANDRAILS06
C8.01
CHAIN LINK FENCE W/ PRIVACY SLATS10 C8.02
ADA CROSSWALK20
C8.02
ADA PLAYGROUND RAMP + EWF SURFACE21
C8.02
PLAYGROUND FENCE22
C8.02
PLAYGROUND GATE23
07
EXISTING BOLLARDS
(TYP.)
LIGHTING PANEL
AND CONTROLS
PARKING LOT LIGHTS. SEE
ELECTRICAL DRAWINGS.
PARKING LOT LIGHTS. SEE
ELECTRICAL DRAWINGS.
GATE ACCESS
PATH
5'
12'
210'210'210'210'
22.5'22.5'22.5'22.5'22.5'22.5'
23'20'
54
'
25
2
'
54
'
15' CLR
15' CLR
20' CLR20' CLR
POLE MOUNTED
ATHLETIC LIGHT FIXTURE
(BASE BID)
POLE MOUNTED
ATHLETIC LIGHT FIXTURE
(BASE BID)
EXISTING FIELD #1EXISTING FIELD #3
20' METHANE
VENT CLEAR ZONE
EXISTING FIELD #2
18
11
PARKING LOT LIGHTS. SEE
ELECTRICAL DRAWINGS.
EX. GRAVEL TO BE
REFRESHED AND
LIMITS ADJUSTED
(BASE BID)
ADJUSTED EDGE
OF GRAVEL DRIVE
CHAINLINK FENCE
BY OWNER. N.I.C.
TEAM BENCH
SURFACE MOUNTED BENCH
RECYCLING RECEPTACLE
TRASH RECEPTACLE
PLANTER BOX
FURNISHING LEGEND
NOTE: SEE C2.00 FOR FURNISHING
SCHEDULE
R200'
R15
'
R1
5
'
5'
03
NO-PARKING SIGN.
SEE SIGN KEY
NO-PARKING SIGN.
SEE SIGN KEY
NO-PARKING SIGN.
SEE SIGN KEY
NO-PARKING SIGN.
SEE SIGN KEY
NO-PARKING SIGN.
SEE SIGN KEY
NO-PARKING SIGN.
SEE SIGN KEY
NO-PARKING SIGN.
SEE SIGN KEY
NO-PARKING SIGN.
SEE SIGN KEY
LIGHT POLES TO BE OFFSET XX' TO
THE OUTSIDE OF THE FENCE LINE
AS SHOWN.
LIGHT POLES TO BE OFFSET XX' TO
THE OUTSIDE OF THE FENCE LINE
AS SHOWN.
R15'
SIGN MUTCD
SIGN KEY
HANDICAP PARKING R7-8
NO-PARKING SIGN R-7a
CHAINLINK FENCE
BY OWNER. N.I.C.
EXISTING FIELD #5
EXISTING BOLLARDS
(TYP.)
PARKING LOT LIGHTS. SEE
ELECTRICAL DRAWINGS.
FIELD #10
SYNTHETIC TURF FIELD
(BASE BID)
20' METHANE
VENT CLEAR ZONE
PROPOSED WALKING TRAIL
(ALTERNATE 1)
CONCRETE BENCH
PAD (ALTERNATE 1)
PROPOSED WALKING
TRAIL
(ALTERNATE 1)
EXTENTS OF
ALTERNATE 4
EX. GRAVEL TO BE
REFRESHED AND
LIMITS ADJUSTED
01 SIDEWALK
(ALTERNATE 1)05
19
19
10'
EX. GRAVEL TO BE
REFRESHED AND
LIMITS ADJUSTED
(ALTERNATE 4)
SEE ENLARGEMENT,
SHEET C2.13
20
RENOVATED FIELD
#4 (BASE BID)
SEE ENLARGEMENT,
SHEET C2.13
16
GATE ACCESS
PATH
19
05
15'
18'
R5'
14'
9'
24'
9'
9'
10
'
1
0
'
10'
18'24'18'18'24'18'
9'
18
'
R6'R65
'
18
'
R5'
R16'
24
'
18
'
R5'
14'
27'
R15.5
22
'
36'
12'
9'
18
'
R25'
R5'
24'
19'14'
R20'
R20'
R85'
R40'
R
2
0
'
5'
R3'
24'
18.5'
C2.02
WLM17000-S1
-
GLJ
1" = 40'
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
AREA B
SITE PLAN
MATCHLINE - SEE SHEET C2.03
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
G
I
O
N
A
L
A
T
H
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E
T
I
C
C
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M
P
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X
SI
T
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P
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A
N
S
U
B
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A
L
20
5
S
U
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O
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8
4
0
1
04.27.2021
MATCHLINE - SEE SHEET C2.03
MA
T
C
H
L
I
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E
-
S
E
E
S
H
E
E
T
C
2
.
0
4
KEY MAP
N.T.S.
C2.01
C2.03
C2.04 C2.02
18
'
24
'
18
'
18
'
24
'
18
'
23 SPACES
23 SPACES
27 SPACES
21 SPACES
27 SPACES
21 SPACES
R10'
20
.
1
'
129.8'
20'
R42'
10'
44
.
5
'
R5'
R12'
20'
20
'
20
'
16
'
60
'
16
'
60
'
10
'
24
'
24
'
10'
207'
258.6'
34'189'189'
R40'
R42'
R12'
R5'
20'
20'
20'
246.6'246.6'
10
'
34'
R12'
R12'
R5'
20' METHANE VENT
CLEAR ZONE
20'
R
4
0
'
PARKING LOT LIGHTS. SEE
ELECTRICAL DRAWINGS.
PARKING LOT LIGHTS. SEE
ELECTRICAL DRAWINGS.
APPROX. LIMITS OF
LANDFILL MATERIAL
8'X6' CONCRETE
PAD
15
'
R
5
5
'
FIELD #7
(SEE DETAILED FIELD PLANS)
FIELD #9
(SEE DETAILED FIELD PLANS)
SITE LEGEND DETAIL KEY SCHEDULE
C8.00
CONCRETE PAVING (PEDESTRIAN)01
C8.00
CONCRETE PAVING (HEAVY DUTY)02
C8.00
GRAVEL PAVING03
C8.00
ACCESSIBLE PARKING SPACE04
C8.00
WHEEL STOP05
L3.01
PRIMARY ENTRANCE MONUMENT07
SFD1.01
6' CHAIN LINK FENCE11
SFD1.01
CHAIN LINK FENCE DOUBLE GATE13
C8.00
WALKING TRAIL19C8.02
DUMPSTER ENCLOSURE09
C8.02
SAFETY BOLLARD15
C8.02
COLLABSIBLE BOLLARD16
C8.01
TIMBER EDGING08
SFD1.01
CHAIN LINK FENCE SINGLE GATE14
C8.02
HEAVY DUTY BOLLARD17
C8.01
CLF DOUBLE GATE W/ PRIVACY SLATS18
SFD1.01
FENCE WITH NETTING12
C8.00
CONCRETE STEPS WITH HANDRAILS06
C8.01
CHAIN LINK FENCE W/ PRIVACY SLATS10 C8.02
ADA CROSSWALK20
C8.02
ADA PLAYGROUND RAMP + EWF SURFACE21
C8.02
PLAYGROUND FENCE22
C8.02
PLAYGROUND GATE23
04
016'
02
01
03
01
11
11'5'8.5'10'15'30'
15
'
10
16
207'23 SPACES
(9' X 18' TYP.)
23 SPACES
15'
15
'
SHED TO REMAIN
ELECTRICAL
TRANSFORMERS
AND PANEL
PARKING LOT LIGHTS. SEE
ELECTRICAL DRAWINGS.
PARKING LOT LIGHTS. SEE
ELECTRICAL DRAWINGS.
13
118'
70
'
70
'
R10'
R20'
5'
8'
GATE ACCESS
PATH
15
'
20'
10'
10
'
FOOD TRUCK
PARKING
ELECTRICAL
TRANSFORMERS
AND PANEL
14
11
11
14
12
12
17
06
10
'
EXISTING FIELD #5
EXISTING FIELD #10
20
01
20
01
20
19.2'5'
TEAM BENCH
SURFACE MOUNTED BENCH
RECYCLING RECEPTACLE
TRASH RECEPTACLE
PLANTER BOX
FURNISHING LEGEND
NOTE: SEE C2.00 FOR FURNISHING
SCHEDULE
10
ELECTRIC VEHICLE CHARGING
STATIONS. SEE ELECTRICAL DRAWINGS
52
'
19
'
R8'
GENERAL SITE NOTES
1.SEE SHEET C2.00 FOR GENERAL SITE NOTES
2.GRAVEL REFRESH SHALL INCLUDE ADDITION OF 2" ABC PER NCDOT
STANDARDS TO EXISTING GRAVEL. CONTRACTOR ENSURE POSITIVE
DRAINAGE ACROSS SITE.
METHANE GAS
RACK
12
18 LIGHT BOLLARDS. SEE ELECTRICAL DRAWINGS
FOR LOCATIONS AND FIXTURE INFORMATION
NO-PARKING
SIGN. SEE
SIGN KEY
NO-PARKING
SIGN. SEE
SIGN KEY
NO-PARKING
SIGN. SEE
SIGN KEY
NO-PARKING
SIGN. SEE
SIGN KEY
17
09
HANDICAP PARKING
SIGN
NO-PARKING
SIGN. SEE
SIGN KEY
NO-PARKING
SIGN. SEE
SIGN KEY
4'X8'
CONCRETE
BENCH PAD
4'X8' TRASH
RECEPTACLE
PAD
16
SIGN MUTCD
SIGN KEY
HANDICAP PARKING R7-8
NO-PARKING SIGN R-7a
MATCHLINE - SEE SHEET C2.10
RESTROOM BUILDING ±2,600 SF (BASE BID)
SEE ARCH. DRAWINGS
10
'
WOODEN RAMPS ENTRY
RAMPS (BASE BID) SEE
ARCH. DRAWINGS
ELECTRICAL
TRANSFORMERS
AND PANEL
MAINTENANCE BUILDING
(BASE BID) ±400 SF. SEE
ARCH. DRAWINGS
FIELD #11
SYNTHETIC TURF FIELD
(BASE BID)
5'
15
'
POLE MOUNTED ATHLETIC
LIGHTING FIXTURE
(ALTERNATE 8)10'
10
'
10'
WALKING TRAIL
(ALTERNATE 1)
4'X8' CONCRETE
BENCH PAD
WALKING TRAIL
(ALTENATE 1)
POLE MOUNTED ATHLETIC
LIGHTING FIXTURE
(ALTERNATE 9)
WALKING TRAIL
(ALTERNATE 1)
90
'
R25'
R3'
R6'
18'
R5'
8
1
'
10
5
.
5
'
PLAYGROUND
(ALTERNATE 3)
POLE MOUNTED ATHLETIC
LIGHTING FIXTURE
(ALTERNATE 8)
POLE MOUNTED ATHLETIC
LIGHTING FIXTURE
(ALTERNATE 9)
GATE ACCESS PATH
5'
GATE ACCESS PATH
01
22
R95'
10'
05
05
EX. GRAVEL TO BE
REFRESHED AND
LIMITS ADJUSTED
(ALTERNATE 4)
EX. GRAVEL TO BE
REFRESHED AND
LIMITS ADJUSTED
(ALTERNATE 4)
19
19
ELECTRICAL
TRANSFORMERS
AND PANEL
(BASE BID)
ELECTRICAL
TRANSFORMERS
AND PANEL
(BASE BID)
EXTENTS OF
ALTERNATE 3
EXTENTS OF
ALTERNATE 4
EXTENTS OF
ALTERNATE 4
EXISTING FIELD #5
EXISTING FIELD #10
SEE ENLARGEMENT,
SHEET C2.04
16
02
19
WALKING TRAIL
(ALTERNATE 1)
14
42
.
2
'
15'
24'
GRAVEL (ALTERNATE 1)
PEDESTRIAN RATED
CONCRETE (ALTERNATE 3)
23
08
21
PLAYGROUND FENCE
AND GATES
(ALTERNATE 3A)
R10'
R
1
2
0
'
4'X8' CONCRETE TRASH
RECEPTACLE PAD
R195'
R195'
R95
'
R55'
10'
18.2'
8'
6'
R50'
8'
6'
18'
24'
18'
4'X8' CONCRETE
BENCH PAD
4'X8' CONCRETE
BENCH PAD
C2.03
WLM17000-S1
-
EMD
1" = 40'
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
AREA C
SITE PLAN
MATCHLINE - SEE SHEET C2.02
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
P
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c
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G
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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
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E
X
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P
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A
N
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20
5
S
U
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N
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A
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P
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WI
L
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I
N
G
T
O
N
,
N
C
2
8
4
0
1
04.27.2021
MATCHLINE - SEE SHEET C2.02
12
KEY MAP
N.T.S.
C2.01
C2.03
C2.04 C2.02
12
PROPERTY LINE
APPROX. LIMITS OF
LANDFILL MATERIAL
SITE LEGEND DETAIL KEY SCHEDULE
C8.00
CONCRETE PAVING (PEDESTRIAN)01
C8.00
CONCRETE PAVING (HEAVY DUTY)02
C8.00
GRAVEL PAVING03
C8.00
ACCESSIBLE PARKING SPACE04
C8.00
WHEEL STOP05
L3.01
PRIMARY ENTRANCE MONUMENT07
SFD1.01
6' CHAIN LINK FENCE11
SFD1.01
CHAIN LINK FENCE DOUBLE GATE13
C8.00
WALKING TRAIL19C8.02
DUMPSTER ENCLOSURE09
C8.02
SAFETY BOLLARD15
C8.02
COLLABSIBLE BOLLARD16
C8.01
TIMBER EDGING08
SFD1.01
CHAIN LINK FENCE SINGLE GATE14
C8.02
HEAVY DUTY BOLLARD17
C8.01
CLF DOUBLE GATE W/ PRIVACY SLATS18
SFD1.01
FENCE WITH NETTING12
C8.00
CONCRETE STEPS WITH HANDRAILS06
C8.01
CHAIN LINK FENCE W/ PRIVACY SLATS10 C8.02
ADA CROSSWALK20
C8.02
ADA PLAYGROUND RAMP + EWF SURFACE21
C8.02
PLAYGROUND FENCE22
C8.02
PLAYGROUND GATE23
11
FIELD #6
(SEE DETAILED FIELD PLANS)
FIELD #8
(SEE DETAILED FIELD PLANS)
FIELD #7
(SEE DETAILED FIELD PLANS)
FIELD #9
(SEE DETAILED FIELD PLANS)
13
FIELD #6 (BASE BID)
(SEE DETAILED FIELD PLANS)
FIELD #8 (BASE BID)
(SEE DETAILED FIELD PLANS)
FIELD #7 (BASE BID)
(SEE DETAILED FIELD PLANS)
FIELD #9
(SEE DETAILED FIELD PLANS)
08
14
18
21
TEAM BENCH
SURFACE MOUNTED BENCH
RECYCLING RECEPTACLE
TRASH RECEPTACLE
PLANTER BOX
FURNISHING LEGEND
NOTE: SEE C2.00 FOR FURNISHING
SCHEDULE
12
14
GENERAL SITE NOTES
1.SEE SHEET C2.00 FOR GENERAL SITE NOTES
2.GRAVEL REFRESH SHALL INCLUDE ADDITION OF 2" ABC PER NCDOT
STANDARDS TO EXISTING GRAVEL. CONTRACTOR ENSURE POSITIVE
DRAINAGE ACROSS SITE.
SIGN MUTCD
SIGN KEY
HANDICAP PARKING R7-8
NO-PARKING SIGN R-7a
FIELD #6 (BASE BID)FIELD #8 (BASE BID)
PROPOSED LEVEL
SPREADER
(BASE BID)
PROPOSED LEVEL
SPREADER (BASE BID)
WALKING TRAIL
(ALTERNATE 1)
FIELD #7 (BASE BID)
(SEE DETAILED FIELD PLANS)
FIELD #9 (BASE BID)
(SEE DETAILED FIELD PLANS)
POLE MOUNTED ATHLETIC
LIGHTING FIXTURE
(ALTERNATE 8)
POLE MOUNTED ATHLETIC
LIGHTING FIXTURE
(ALTERNATE 9)
POLE MOUNTED ATHLETIC
LIGHTING FIXTURE
(ALTERNATE 8)
POLE MOUNTED ATHLETIC
LIGHTING FIXTURE
(ALTERNATE 9)
POLE MOUNTED ATHLETIC
LIGHTING FIXTURE
(ALTERNATE 8)
POLE MOUNTED ATHLETIC
LIGHTING FIXTURE
(ALTERNATE 9)
POLE MOUNTED ATHLETIC
LIGHTING FIXTURE
(ALTERNATE 8)
POLE MOUNTED ATHLETIC
LIGHTING FIXTURE
(ALTERNATE 9)
19
19
19
10'
R95
'
5'
WALKING TRAIL
(ALTERNATE 1)
4'X8' CONCRETE
BENCH PAD
(ALTERNATE 1)
4'X8' TRASH
RECEPTACLE PAD
(ALTERNATE 1)
4'X8' TRASH
RECEPTACLE PAD
(ALTERNATE 1)
4'X8' TRASH
RECEPTACLE PAD
(ALTERNATE 1)
C2.04
WLM17000-S1
-
EMD
SEE DRAWINGS
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
AREA D
SITE PLAN
SITE LEGEND DETAIL KEY SCHEDULE
C8.00
CONCRETE PAVING (PEDESTRIAN)01
C8.00
CONCRETE PAVING (HEAVY DUTY)02
C8.00
GRAVEL PAVING03
C8.00
ACCESSIBLE PARKING SPACE04
C8.00
WHEEL STOP05
L3.01
PRIMARY ENTRANCE MONUMENT07
SFD1.01
6' CHAIN LINK FENCE11
SFD1.01
CHAIN LINK FENCE DOUBLE GATE13
C8.00
WALKING TRAIL19C8.02
DUMPSTER ENCLOSURE09
C8.02
SAFETY BOLLARD15
C8.02
COLLABSIBLE BOLLARD16
C8.01
TIMBER EDGING08
SFD1.01
CHAIN LINK FENCE SINGLE GATE14
C8.02
HEAVY DUTY BOLLARD17
C8.01
CLF DOUBLE GATE W/ PRIVACY SLATS18
SFD1.01
FENCE WITH NETTING12
C8.00
CONCRETE STEPS WITH HANDRAILS06
C8.01
CHAIN LINK FENCE W/ PRIVACY SLATS10 C8.02
ADA CROSSWALK20
C8.02
ADA PLAYGROUND RAMP + EWF SURFACE21
C8.02
PLAYGROUND FENCE22
C8.02
PLAYGROUND GATE23
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
P
r
o
j
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c
t
s
\
_
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\
W
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2
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1
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,
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,
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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
SI
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P
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A
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20
5
S
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WI
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I
N
G
T
O
N
,
N
C
2
8
4
0
1
04.27.2021
MATCHLINE - SEE SHEET C2.01
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
2
.
0
2
AREA D
GENERAL SITE NOTES
1.SEE SHEET C2.00 FOR GENERAL SITE NOTES
KEY MAP
N.T.S.
C2.01
C2.03
C2.04 C2.02
TEAM BENCH
SURFACE MOUNTED BENCH
RECYCLING RECEPTACLE
TRASH RECEPTACLE
PLANTER BOX
FURNISHING LEGEND
NOTE: SEE C2.00 FOR FURNISHING
SCHEDULE
4'X8' CONCRETE
BENCH PAD
(ALTERNATE 1)
PROPOSED WALKING TRAIL
(ALTERNATE 1)
PROPERTY LINE
EXISTING FENCE
ADA PARKING ENLARGEMENT
NC GRID (NAD83)
GRAPHIC SCALE
0 5 10 20
1 inch = 10 ft.
04
18
8.
5
'
5'
11
'
18'6'
R3'
01
02
6'
ADJACENT GRAVEL
PARKING LOT
19
EXISTING FIELD #5 05
10
'
R12
5
'
R1
7
5
'
SIGN MUTCD
SIGN KEY
HANDICAP PARKING R7-8
NO-PARKING SIGN R-7a
C3.00
WLM17000-OAG1
-
EMD
1" = 100'
GRADING PLAN
OVERALL
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
P
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o
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c
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\
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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
L
A
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1
04.27.2021
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 LESS 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
LEVEL
SPREADER
LEVEL
SPREADER
PR
O
P
E
R
T
Y
L
I
N
E
EXISTING FIELD
FIELD #9
FIELD #6 FIELD #8
P
R
O
P
E
R
T
Y
L
I
N
E
FIELD #7
AREA B - SEE SHEET C3.02
AREA C - SEE SHEET C3.03
PROPERTY LINE
SEPTIC EXPANSION
AREA
EXISTING
RIP RAP
LIMITS OF
DIRTURBANCE
LIMITS OF
DIRTURBANCE
EXISTING
PARKING
EXISTING
PARKING
EXISTING
PARKING
EXISTING
PARKING
EXISTING
PARKING
EXISTING FIELD
MAINTENANCE
BUILDING
FFE: 31.00
AREA A - SEE SHEET C3.01
SYNTHETIC
FIELD
AREA D - SEE SHEET C3.04
C3.01
WLM17000-G1
-
EMD
1" = 40'
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
AREA A
GRADING PLAN
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
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2
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1
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A
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, Je
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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
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T
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P
L
A
N
S
U
B
M
I
T
T
A
L
20
5
S
U
T
T
O
N
S
T
E
A
M
P
L
A
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A
D
WI
L
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I
N
G
T
O
N
,
N
C
2
8
4
0
1
04.27.2021
EXISTING GAZEBO
TO REMAIN
EX. SITE
ENTRANCE DRIVE
EXISTING FIELD
20' METHANE
VENT CLEAR ZONE
MATCHLINE - SEE SHEET C3.11
FIELD #11
SYNTHETIC
WALKING TRAIL
(ALTERNATE 1)
CONCRETE
BENCH PAD
(ALTERNATE 1)
WALKING TRAIL
(ALTERNATE 1)
MATCH EXISTING GRADE
AT EDGE OF EXISTING
PLAYING SURFACE
EXTENDED PLAYING SURFACE
AREA TO BE GRADED AND SODDED
- SEE NATURAL TURF FIELD PLANS
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
LESS 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.
GRADING LEGEND
LIMITS OF DISTURBANCE
(ALTERNATES)
BASE BID LIMITS OF
DISTURBANCE
FFE=30.00
FFE=31.00
C3.02
WLM17000-G1
-
EMD
1" = 40'
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
AREA B
GRADING PLAN
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
P
r
o
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c
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s
\
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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
SI
T
E
P
L
A
N
S
U
B
M
I
T
T
A
L
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
04.27.2021
MATCHLINE - SEE SHEET C3.10
MATCHLINE - SEE SHEET C3.12
FIELD #7 FIELD #9
SEE SYNTHETIC TURF GRADING PLAN
FOR DETAILED FIELD GRADING
WALKING TRAIL
(ALTERNATE 1)
CONCRETE
BENCH PAD
(ALTERNATE 1)
WALKING PATH
(ALTERNATE 1)
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
LESS 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.
GRADING LEGEND
SEE NATURAL TURF GRADING PLAN
FOR DETAILED FIELD GRADING
SEE NATURAL TURF GRADING PLAN
FOR DETAILED FIELD GRADING
PLAYGROUND AREA
(ALTERNATE)
DAYLIGHT TO BASE
BID SWALE GRADING
(ALTERNATE 1)
DAYLIGHT TO BASE
BID SWALE GRADING
(ALTERNATE 1)
C3.03
WLM17000-G1
-
EMD
1" = 40'
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
AREA C
GRADING PLAN
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
P
r
o
j
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c
t
s
\
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a
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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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MATCHLINE - SEE SHEET C3.11
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
LESS 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.
GRADING LEGEND
FIELD #6 FIELD #8
CONCRETE
BENCH PAD
(ALTERNATE 1)
WALKING TRAIL
(ALTERNATE 1)
WALKING TRAIL
(ALTERNATE 1)
P
R
O
P
E
R
T
Y
L
I
N
E
LEVEL SPREADER
LEVEL SPREADER
APPROX. EXTENTS OF
LANDFILL MATERIAL
SEE NATURAL TURF GRADING PLAN
FOR DETAILED FIELD GRADING
GRADE BREAK BETWEEN FIELDS -
SEE NATURAL SURFACE FIELD
GRADING PLANS
LIMITS OF DISTURBANCE
(ALTERNATE)
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
LESS 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.
GRADING LEGEND
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
MATCHLINE - SEE SHEET C3.01
MA
T
C
H
L
I
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E
-
S
E
E
S
H
E
E
T
C
3
.
0
2
EXISTING FIELD
CONCRETE
BENCH PAD
(ALTERNATE 1)
WALKING TRAIL
(ALTERNATE 1)
P
R
O
P
E
R
T
Y
L
I
N
E
APPROX. EXTENTS OF
LANDFILL MATERIAL
LIMITS OF DISTURBANCE
(ALTERNATE)
C3.04
WLM17000-G1
-
EMD
1" = 40'
AREA D
GRADING PLAN
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
G
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04.27.2021
C4.00
WLM17000-OAU1
-
EMD
1" = 100'
PLAN
OVERALL UTILITYCONTRACTOR 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
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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04.27.2021
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.WATER VALVES LOCATED IN GRAVEL TRAFFIC AREAS TO BE INSTALLED WITH A 2'x2' CONCRETE COLLAR.
8.CLEANOUTS LOCATED IN PAVEMENT OR OTHER TRAFFIC AREAS TO BE LOAD BEARING.
9.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.
9.1.METALLIC LINES SHALL BE IDENTIFIED WITH DURABLE PRINTED PLASTIC WARNING TAPES,
MINIMUM 3 INCHES WIDE WITH LETTERING TO IDENTIFY BURIED LINE BELOW.
9.2.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.
9.3.2012 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.
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
RESTROOM
BUILDING
EX. IRRIGATION
LINE
8-IN WATER
LINE (TYP.)
4-IN DOMESTIC WATER
SERVICE - SEE SHEET C4.11
FIRE HYDRANT
ASSEMBLY
8-IN WATER
LINE (TYP.)
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
8-IN WATER
LINE (TYP.)
8-IN WATER
LINE (TYP.)
8-IN WATER
LINE (TYP.)
20' METHANE
VENT CLEAR ZONE
8-IN WATER
LINE (TYP.)
8x8-IN TEE WITH
ISOLATION VALVES
8x8-IN TEE AND VALVES
- SEE SHEET C4.11
6-IN SANITARY
SEWER LINE
SANITARY SEWER
MANHOLE
EX. METHANE
VENT GAS LINE
FIELD LIGHTS - SEE
ELECTRICAL PLANS
FIELD LIGHTS - SEE
ELECTRICAL PLANS
FI
E
L
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S
-
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E
E
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E
C
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A
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S
FIELD LIGHTS - SEE
ELECTRICAL PLANS
PARKING LOT LIGHTS -
SEE ELECTRICAL SHEETS
ELECTRICAL PANEL -
SEE ELECTRICAL PLANS
UNDERGROUND
ELECTRIC LINE - SEE
ELECTRICAL PLANS
FOOD TRUCK POWER OUTLET
- SEE ELECTRICAL PLANS
SEPTIC TANKS - SEE
SEPTIC PLANS
ELECTRICAL PANEL -
SEE ELCTRICAL PLANS
UNDERGROUND
ELECTRIC LINE - SEE
ELECTRICAL PLANS
UTILITY BOX AND
ELECTRICAL CONDUIT LINE -
SEE DETAILED FIELD PLANS
MAINTENENCE
BUILDING
MATCHLINE - SEE SHEET C4.01
PARKING LOT
LIGHTING CONDUIT -
SEE ELECTRICAL PLANS
TELEPHONE LINE - SEE
ELECTRICAL PLANS
PARKING LOT
LIGHTING CONDUIT -
SEE ELECTRICAL PLANSPARKING LOT LIGHTS -
SEE ELECTRICAL PLANS
FIELD LIGHTING CONDUIT -
SEE ELCTRICAL PLANS
PARKING LOT LIGHTS -
SEE ELECTRICAL PLANS
PARKING LOT LIGHTS -
SEE ELECTRICAL PLANS
ELECTRIC VEHICLE
CHARGING STATION -
SEE ELECTRICAL PLANS
PARKING LOT
LIGHTING CONDUIT -
SEE ELECTRICAL PLANS
METAL SLEEVE AROUND
METHANE GAS LINE - SEE
SHEETS V1.00 - V6.00
METHANE GAS LINE - SEE
SHEETS V1.00 - V6.00
4-IN DOMESTIC
WATER SERVICE
LINE (TYP.)
4-IN DOMESTIC
WATER SERVICE
LINE (TYP.)
4-IN DOMESTIC WATER SERVICE LINE
CONNECTED TO EXIST. 4-IN SERVICE STUB OUT
(SOUTH) - EXIST. 4-IN LINE (WEST) TO BE CAPPED
255.5'255'255'258.5'
25
2
'
22.5'22.5'22.5'
23'
45'45'45'
26'
SEPTIC EXPANSION AREA
- SEE SEPTIC PLANS
TELEPHONE LINE - SEE
ELECTRICAL PLANS
UNDERGROUND
ELECTRIC LINE - SEE
ELECTRICAL PLANS
EXISTING WATER METER (ID: 16997908) TO
BE RELOCATED TO NEW RESTROOM BLDG.
AREA B - SEE SHEET C4.12
AREA C - SEE SHEET C4.13
AREA A - SEE SHEET C4.11
SUBSURFACE METHANE GAS WELL AT
RELOCATED ABOVE GRADE METHANE
GAS VENT - SEE SHEETS V1.00 - V6.00
UTILITY LEGEND
REFER TO IRRIGATION PLANS FOR PROPOSED
SOUTHERN FIELD IRRIGATION INFORMATION
TELEPHONE LINE - SEE
ELECTRICAL PLANS
DRIVEWAY LIGHTS BY
OTHERS - COST ESTIMATOR
TO PRICE AS OWNER COST
SIGN LIGHTS AND SWITCH -
SEE ELECTRICAL DRAWINGS
15'
20'
C4.01
WLM17000-OAU1
-
EMD
1" = 100'
PLAN
OVERALL UTILITYCONTRACTOR 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
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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04.27.2021
MATCHLINE - SEE SHEET C4.00
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
8-IN PRIVATE
FIRE LINE
TIE PROPOSED 8-INCH FIRE LINE INTO EXISTING WATER
MAIN WITH 8-IN x 8-IN CUT-IN TEE - SHUTDOWN WILL
BE REQUIRED - SEE DETAIL SHEET 8.01
EXISTING 8-IN
WATER MAIN
EXISTING EDGE
OF GRAVEL DRIVE
PROPERTY LINE
(TYP.)
EXISTING STORM
PIPE (TYP.)
EXISTING STORM
PIPE (TYP.)
EXISTING WATER
SERVICE MAIN
EXISTING WETLAND
AREA (TYP.)
EXISTING WATER SERVICE LINE
CONNECTED TO PUBLIC WATER
MAIN WITH VALVE AND
BACKFLOW PREVENTER
70' WIDE UTILITY
EASEMENT
24' WIDE EXIST.
DRIVEWAY
23' CLR. TO EDGE OF
EASEMENT (TYP.)
EXISTING
WATER VALVE
EXISTING OVERHEAD
UTILITY LINES
EXISTING POWER
POLE
EXISTING WETLAND
AREA (TYP.)
SUTTON STEAM PLANT R
O
A
D
(VARIABLE WIDTH PUBLI
C
R
/
W
)
BACKFLOW PREVENTER - TO
BE APPROVED BY CFPUA
COMMUNITY COMPLIANCE
8-IN PRIVATE
FIRE LINE
APPROX. 60'
WIDE R/W
APPROX. 20'
OFFSET
EXIST. 70' WIDE
UTILITY EASEMENT
ALONG DRIVEWAY
PUBLIC R/W
NOTE: DELINEATION VALVE REQUIRED 18-IN INSIDE
EXIST. PUBLIC R/W IF THE PROPOSED 8-IN PRIVATE LINE
CUT-IN TEE IS GREATER THAN 5' FROM THE R/W LINE
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.WATER VALVES LOCATED IN GRAVEL TRAFFIC AREAS TO BE INSTALLED WITH A 2'x2' CONCRETE COLLAR.
8.CLEANOUTS LOCATED IN PAVEMENT OR OTHER TRAFFIC AREAS TO BE LOAD BEARING.
9.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.
9.1.METALLIC LINES SHALL BE IDENTIFIED WITH DURABLE PRINTED PLASTIC WARNING TAPES,
MINIMUM 3 INCHES WIDE WITH LETTERING TO IDENTIFY BURIED LINE BELOW.
9.2.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.
9.3.2012 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.
UTILITY LEGEND
APPROX. 14' FROM EDGE OF
EXIST. PAVEMENT TO C.L. OF PIPE
SIGN LIGHTS AND SWITCH -
SEE ELECTRICAL DRAWINGS
SS LINE
SS LINE
C4.02
WLM17000-OAU1
-
EMD
1" = 40'
SEWER PROFILE
UTILITY PLAN - SANITARYCONTRACTOR 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
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
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I
C
C
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P
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A
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S
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A
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20
5
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04.27.2021
CONNECTION TO
PROPOSED SEPTIC
TANK STUB OUT
CONNECTION TO
RESTROOM BUILDING
APPROXIMATE TOP OF
LANDFILL CAP BASED
ON GEOTECH. REPORT
FIELD BORING DATA
PROPOSED GRADE AT
S.S. CENTERLINE
EXISTING GRADE AT
S.S. CENTERLINE
APPROXIMATE TOP OF LANDFILL CAP
BASED ON ASSUMED 18" DEPTH BELOW
EXISTING GRADE BEYOND LIMITS OF
GEOTECH. BORING LOCATIONS
4' S.S. MANHOLE
STA: 04+32.98
RIM = 27.77'
FL(in) = 25.03'
FL(out) = 24.99'
S.S. MANHOLE
FOUNDATION - SEE
STRUCTURAL PLANS
6-IN SANITARY SEWER
SERVICE LINE
SANITARY SEWER
MANHOLE
SEPTIC TANKS - SEE
SEPTIC PLANS
SEPTIC EXPANSION AREA
- SEE SEPTIC PLANS
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.WATER VALVES LOCATED IN GRAVEL TRAFFIC AREAS TO BE INSTALLED WITH A 2'x2' CONCRETE COLLAR.
8.CLEANOUTS LOCATED IN PAVEMENT OR OTHER TRAFFIC AREAS TO BE LOAD BEARING.
9.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.
9.1.METALLIC LINES SHALL BE IDENTIFIED WITH DURABLE PRINTED PLASTIC WARNING TAPES,
MINIMUM 3 INCHES WIDE WITH LETTERING TO IDENTIFY BURIED LINE BELOW.
9.2.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.
9.3.2012 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.
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
0 20 40 80
1 inch = 40 ft.
0 2 4 8
1 inch = 4 ft.
GRAPHIC SCALE - VERTICAL
(EXAGGERATED 10X)
GRAPHIC SCALE - HORIZONTAL
DOUBLE 4" SS CLEANOUT AT 6-IN SS
SERVICE LINE CONNECTION TO SEPTIC
TANK STUB OUT - SEE SEPTIC PLANS
6-IN SANITARY SEWER
SERVICE LINE
PROPOSED GRADE AT
S.S. CENTERLINE
4" S.S. CLEANOUT
STA: 04+91.14
RIM = 28.88'
4" SS CLEANOUT 4' FROM
REST ROOM BUILDING
YARD HYDRANT - SEE
DETAILED UTILITY SHEETS
4" THICK CONCRETE SLEEVE AROUND
PORTION OF SS SERVICE LINE UNDER
EXTENTS OF PROPOSED DRIVEWAY.
4" DOUBLE S.S. CLEANOUT
STA: 00+00.00
RIM = 24.18'
C4.11
WLM17000-U1
-
EMD
1" = 40'
AREA A
UTILITY PLAN
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
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, Je
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i
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,
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a
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t
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
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WI
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8
4
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04.27.2021
MATCHLINE - SEE SHEET C4.12
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
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
EXIST. IRRIGATION LINE
8-IN WATER
LINE (TYP.)
8-IN WATER
LINE (TYP.)
FIRE HYDRANT
ASSEMBLY
8-IN WATER
LINE (TYP.)
8-IN WATER
LINE (TYP.)
20' METHANE
VENT CLEAR ZONE
8x8-IN TEE WITH
ISOLATION VALVES
FIELD LIGHTS - SEE
ELECTRICAL PLANS
FIELD LIGHTS - SEE
ELECTRICAL PLANS
PARKING LOT LIGHTING CONDUIT
- SEE ELECTRICAL PLANS
PARKING LOT LIGHTS -
SEE ELECTRICAL PLANS
PARKING LOT LIGHTS -
SEE ELECTRICAL PLANS
PARKING LOT LIGHTING CONDUIT
- SEE ELECTRICAL PLANS
4-IN DOMESTIC WATER
SERVICE LINE (TYP.)
4-IN DOMESTIC WATER SERVICE LINE
CONNECTED TO EXIST. 4-IN SERVICE STUB OUT
(SOUTH) - EXIST. 4-IN LINE (WEST) TO BE CAPPED
255.5'255'255'258.5'
25
2
'
22.5'22.5'22.5'
23'
45'45'45'
26'
TELEPHONE LINE - SEE
ELECTRICAL PLANS
UNDERGROUND ELECTRIC
LINE - SEE ELECTRICAL PLANS
EXISTING WATER METER (ID: 16997908)
TO BE RELOCATED TO NEW RESTROOM
BLDG. - SEE SHEET C4.11
TELEPHONE LINE - SEE
ELECTRICAL PLANS
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.
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.WATER VALVES LOCATED IN GRAVEL TRAFFIC AREAS TO BE INSTALLED WITH A 2'x2' CONCRETE
COLLAR.
8.CLEANOUTS LOCATED IN PAVEMENT OR OTHER TRAFFIC AREAS TO BE LOAD BEARING.
9.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.
9.1.METALLIC LINES SHALL BE IDENTIFIED WITH DURABLE PRINTED PLASTIC WARNING TAPES,
MINIMUM 3 INCHES WIDE WITH LETTERING TO IDENTIFY BURIED LINE BELOW.
9.2.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.
9.3.2012 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.
10.CONTRACTOR SHALL FOLLOW THE GAS COLLECTION AND VENTING (GCVS) DESIGN REQUIREMENTS
FOR INSTALLING AND BACKFILLING UTILITY TRENCHES, INCLUDING IN INSTALLING UTILITY TRENCH
DAMS WITHIN THE APPLICABLE UTILITY TRENCHES AS INDICATED IN THE GCVS DESIGN DOCUMENTS
(SHEETS V1.00 - V6.00).
DRIVEWAY LIGHTS BY OTHERS - COST
ESTIMATOR TO PRICE AS OWNER COST
20'
15
'
20'
15
'
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
G
I
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A
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4
0
1
04.27.2021
C4.12
WLM17000-U1
-
EMD
1" = 40'
AREA B
UTILITY PLAN
MATCHLINE - SEE SHEET C4.13
RESTROOM
BUILDING
4-IN DOMESTIC
WATER SERVICE AND
ISOLATION VALVE FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
8-IN FIRE
LINE (TYP.)
8-IN FIRE
LINE (TYP.)
8x8-IN TEE
8-IN ISOLATION
VALVE (TYP.)
6-IN SANITARY
SEWER LINE
SANITARY SEWER
MANHOLE
EXIST. METHANE
VENT GAS LINE
FIELD LIGHTS - SEE
ELECTRICAL PLANS
PARKING LOT LIGHTS -
SEE ELECTRICAL SHEETS
ELECTRICAL PANEL -
SEE ELECTRICAL PLANS
UNDERGROUND ELECTRIC
LINE - SEE ELECTRICAL PLANS
FOOD TRUCK POWER OUTLET -
SEE ELECTRICAL PLANS
SEPTIC TANKS - SEE
SEPTIC PLANS
ELECTRICAL PANEL -
SEE ELCTRICAL PLANS
UNDERGROUND ELECTRIC
LINE - SEE ELECTRICAL PLANS
UTILITY BOX AND ELECTRICAL
CONDUIT LINE - SEE DETAILED
FIELD PLANS
MAINTENENCE
BUILDING
PARKING LOT LIGHTING
CONDUIT - SEE
ELECTRICAL PLANS
TELEPHONE LINE - SEE
ELECTRICAL PLANS
FIELD LIGHTING CONDUIT
- SEE ELCTRICAL PLANS
PARKING LOT LIGHTS -
SEE ELECTRICAL PLANS
ELECTRIC VEHICLE CHARGING
STATION - SEE ELECTRICAL PLANS
METAL SLEEVE AROUND
METHANE GAS LINE - SEE
SHEETS V1.00 - V6.00
4-IN DOMESTIC WATER
SERVICE LINE (TYP.)
SEPTIC EXPANSION AREA
- SEE SEPTIC PLANS
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
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
RELOCATED
WATER METER
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.
MATCHLINE - SEE SHEET C4.11
SUBSURFACE METHANE GAS WELL AT
RELOCATED ABOVE GRADE METHANE
GAS VENT - SEE SHEETS V1.00 - V6.00
METHANE GAS LINE - SEE
SHEETS V1.00 - V6.00
METHANE GAS LINE - SEE
SHEETS V1.00 - V6.00
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.WATER VALVES LOCATED IN GRAVEL TRAFFIC AREAS TO BE INSTALLED WITH A 2'x2' CONCRETE
COLLAR.
8.CLEANOUTS LOCATED IN PAVEMENT OR OTHER TRAFFIC AREAS TO BE LOAD BEARING.
9.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.
9.1.METALLIC LINES SHALL BE IDENTIFIED WITH DURABLE PRINTED PLASTIC WARNING TAPES,
MINIMUM 3 INCHES WIDE WITH LETTERING TO IDENTIFY BURIED LINE BELOW.
9.2.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.
9.3.2012 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.
10.CONTRACTOR SHALL FOLLOW THE GAS COLLECTION AND VENTING (GCVS) DESIGN REQUIREMENTS
FOR INSTALLING AND BACKFILLING UTILITY TRENCHES, INCLUDING IN INSTALLING UTILITY TRENCH
DAMS WITHIN THE APPLICABLE UTILITY TRENCHES AS INDICATED IN THE GCVS DESIGN DOCUMENTS
(SHEETS V1.00 - V6.00).
SANITARY SEWER
CLEANOUT
YARD HYDRANT AND
WATER SERVICE LINE
FROM BUILDING
UTILITY LEGEND
8-IN ISOLATION
VALVE (TYP.)
SANITARY SEWER
DOUBLE CLEANOUT
REFER TO IRRIGATION PLANS FOR PROPOSED
SOUTHERN FIELD IRRIGATION INFORMATION
METHANE GAS VENT
RISER RACK - SEE SHEETS
V1.00 - V6.00
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
G
I
O
N
A
L
A
T
H
L
E
T
I
C
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2
8
4
0
1
04.27.2021
C4.13
WLM17000-U1
-
EMD
1" = 40'
AREA C
UTILITY PLAN
MATCHLINE - SEE SHEET C4.12
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.WATER VALVES LOCATED IN GRAVEL TRAFFIC AREAS TO BE INSTALLED WITH A 2'x2' CONCRETE COLLAR.
8.CLEANOUTS LOCATED IN PAVEMENT OR OTHER TRAFFIC AREAS TO BE LOAD BEARING.
9.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.
9.1.METALLIC LINES SHALL BE IDENTIFIED WITH DURABLE PRINTED PLASTIC WARNING TAPES, MINIMUM 3 INCHES WIDE WITH LETTERING TO IDENTIFY BURIED LINE
BELOW.
9.2.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.
9.3.2012 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.
10.CONTRACTOR SHALL FOLLOW THE GAS COLLECTION AND VENTING (GCVS) DESIGN REQUIREMENTS FOR INSTALLING AND BACKFILLING UTILITY TRENCHES, INCLUDING
IN INSTALLING UTILITY TRENCH DAMS WITHIN THE APPLICABLE UTILITY TRENCHES AS INDICATED IN THE GCVS DESIGN DOCUMENTS (SHEETS V1.00 - V6.00).
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.
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
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
FIELD LIGHTS - SEE
ELECTRICAL PLANS
METHANE GAS LINE - SEE
SHEETS V1.00 - V6.00
FIELD LIGHTING CONDUIT
- SEE ELCTRICAL PLANS
METHANE GAS LINE - SEE
SHEETS V1.00 - V6.00
METHANE GAS VENT
AND CLEAR ZONE - SEE
SHEETS V1.00 - V6.00
SUBSURFACE METHANE GAS WELL AT
RELOCATED ABOVE GRADE METHANE
GAS VENT - SEE SHEETS V1.00 - V6.00
REFER TO IRRIGATION PLANS FOR PROPOSED
SOUTHERN FIELD IRRIGATION INFORMATION
C6
.
0
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=
1
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REGIONAL ATHLETIC COMPLEX
SITE PLAN SUBMITTAL
205 SUTTON STEAM PLANT ROAD
WILMINGTON, NC 28401
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SEPTIC EXPANSIONAREA EXTENTS EXISTINGRIP RAP20' METHANEVENT CLEAR ZON
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EROSION CONTROL NOTES:1.CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TOBEGINNING CONSTRUCTION AND NOTIFY THE ENGINEERING OF ANY CONFLICTS/DISCREPANCIES.2.NEW EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AS SHOWN ON PLANS AND INSPECTED PRIOR TO ANYGRADING OR DEMOLITION ON SITE. MAINTENANCE AND REPAIR SHALL BE MADE, AS NECESSARY, DURING CONSTRUCTIONACTIVITIES. THE CONTRACTOR SHALL CALL FOR AN INSPECTION ONCE INITIAL MEASURES ARE IN PLACE.3.SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED ORREPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE.4.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES.5.INSTALL A RAIN GAUGE (6" CAPACITY OR GREATER) ONSITE.6.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL ALL UPSLOPE DRAINAGE AREAS HAVE BEENSTABILIZED AND PERMANENT VEGETATION HAS BEEN ESTABLISHED.7.CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE GRADINGCONTRACTOR UNLESS OTHERWISE NOTED. ANY DEWATERING ASSOCIATED WITH THIS PROJECT IS TO BE DONE THROUGH A SILTBAG. CONTRACTOR SHALL WORK IN DRY CONDITIONS TO THE MAXIMUM EXTENT POSSIBLE.8.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE EROSION CONTROL PERMIT AND ISSUBJECT TO A FINE. ANY NEED TO DISTURB BEYOND THE APPROVED PLAN SHALL BE BROUGHT TO THE ATTENTION OF THEOWNER, ENGINEER AND EROSION CONTROL INSPECTOR.9.THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVECOVER OR OTHER ADEQUATE EROSION-CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITHTEMPORARY GROUND COVER, DEVISES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUNDCOVER WILLBE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER ISSHORTER) FOLLOWING COMPLETION OF CONSTRUCTION. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROLON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE ON THEPLAN. ALL GRADED SLOPES STEEPER THAN 3:1 MUST BE SEEDED & COMPOST LAID WITHIN 7 DAYS OF COMPLETION OF GRADING.ALL REMAINING DISTURBED AREAS ARE TO BE SEEDED AND COMPOST LAID WITHIN 14 DAYS. PERMANENT SWALES ARE TO BESTABILIZED WITHIN 7 DAYS. SEE THE GROUND STABILIZATION CHART FOR ADDITIONAL REQUIREMENTS.10.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY REPRESENTATIVE OF THE NCDEQ DEMLRDEPARTMENT. ADDITIONAL SILT FENCE OUTLETS AT LOW AREAS MAY BE INSTALLED BY CONTRACTOR AS REQUIRED. E&SCMEASURES ARE TO BE INSTALLED AT ANY AREAS USED FOR CONTRACTOR EQUIPMENT STAGING, MATERIALS LAYDOWN, SPOIL ORWASTE AREA.11.PROTECTION OF EXISTING VEGETATION (IF APPLICABLE): AT THE START OF GRADING INVOLVING THE STRIPPING OF TOPSOIL ORLOWERING OF EXISTING GRADE AROUND A TREE, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREESAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALLBE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALLCONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NOTRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA AND SHALL BE POSTED ON THE PROTECTIONFENCE. A PROTECTION FENCE CONSTRUCTED OF MATERIAL RESISTANT TO DEGRADATION BY SUN, WIND, AND MOISTURE FORTHE DURATION OF THE CONSTRUCTION, SHALL BE INSTALLED AT THE SAME TIME AS THE EROSION CONTROL MEASURES ANDSHALL BE IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE.12.INSTALLATION AND MAINTENANCE OF ALL PROPOSED SEDIMENTATION & EROSION CONTROL MEASURES IS REQUIRED. THECONTRACTOR MAY BE ALLOWED, WITH PRIOR APPROVAL FROM THE OWNER, TO COORDINATE CHANGES TO THE PLAN WITH THEON-SITE NCDEQ DEMLR INSPECTOR AND THE ENGINEER OR THE OWNER'S REPRESENTATIVE.13.CONTRACTOR WILL FIELD LOCATE SILT FENCE OUTLETS AT LOW POINTS IN SILT FENCE AS REQUIRED TO PROVIDE RELIEF FROMCONCENTRATED FLOWS.14.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FORNECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONEDUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.15.REQUIRED CONSTRUCTION/SAFETY FENCING SHALL BE INSTALLED PRIOR TO BEGINNING LAND DISTURBANCE.16.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP ALL DIRT OFF PAVED ROADS. HEAVY MATS MAY BE USED IN LIEU OFROCK CONSTRUCTION ENTRANCES AS DETERMINED BY THE ON-SITE INSPECTOR.17.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP ALL SEDIMENT ON SITE AND ENSURE NO SEDIMENT LEAVES THE LIMITSOF DISTURBANCE OF THE PROJECT. THIS MAY REQUIRE INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES ABOVEAND BEYOND WHAT IS SHOWN ON THE PLANS. IF ENVIRONMENTAL OR SITE CONDITIONS WARRANT ADDITIONAL EROSIONCONTROL MEASURES, CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM DEP REPRESENTATIVE. EROSION CONTROLMEASURES DAMAGED OR REQUIRED DUE TO CONTRACTOR ACTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALLEROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED THROUGHOUT CONSTRUCTION AT NO ADDITIONAL COST TODEP.18.ALL CONSTRUCTION DEBRIS SHALL BE TESTED AND DISPOSED OF OFF-SITE IN A STATE PERMITTED LINED LANDFILL.19.ALL EARTHEN MATERIAL BROUGHT TO OR REMOVED FROM THE PROJECT SITE SHALL COME FROM OR BE DELIVERED TO A SITETHAT HAS A CURRENT EROSION AND SEDIMENTATION CONTROL GENERAL NOTES:1.SURVEY PERFORMED BY ATLANTIC COAST SURVEY DATED: MARCH 11, 2019.2.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.3.FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED INZONE "X" AS DEFINED BY F.E.M.A F.I.R.M COMMUNITY PANEL #3720311900K DATED AUGUST 28, 2018.4.PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, CONSTRUCTION FENCE OR TREEPROTECTION FENCING (IF APPLICABLE) SHALL BE INSTALLED AROUND PROTECTED TREES OR GROVES OFTREES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THETREE PROTECTION FENCING.5.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITHFENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING, GRADING, ORSTAGING OF MATERIALS WILL OCCUR IN THOSE AREAS.6.PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT, ANDCONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION METHODS.7.CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIORTO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTORSHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OFNC811. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.8.EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE GROUND, ARE BASEDON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS, BOTHHORIZONTAL AND VERTICAL, PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALLBE REPORTED TO THE ENGINEER IMMEDIATELY.9.CONTRACTOR SHALL ROOT SPADE WITHIN ALL TREE DRIPLINES AND TAKE ALL PRECAUTIONS NECESSARYTO SAVE TREES NOT SHOWN TO BE DEMOLISHED.10.ALL GROUND COVER SHALL BE APPLIED PER CONDITIONS OF THE NPDES PERMIT OR IN CRITICAL AREASAT THE END OF EACH DAY.EROSION CONTROL NARRATIVEWILMINGTON REGIONAL ATHLETIC COMPLEXWILMINGTON, NORTH CAROLINARECEIVING STREAM - NORTHEAST CAPE FEAR RIVERCLASSIFICATION - WS-IV;CAPROJECT NUMBER: WLM-17000DESIGNED BY: XXXXXXXXPROJECT DESCRIPTION:THE REGIONAL ATHLETIC COMPLEX PROJECT CONSISTS OF MODIFICATIONS TO AN EXISTING SOCCERCOMPLEX. THE MODIFICATIONS INVOLVE A NEW CONCESSION/RESTROOM FACILITY, NEW PARKING, NEWTURF SOCCER FIELD AND A NEW ARTIFICIAL TURF SOCCER FIELD. NECESSARY INFRASTRUCTUREIMPROVEMENTS, SUCH AS: WATER, SEWER AND STORM DRAINAGE WILL ACCOMPANY THE PROPOSEDCONSTRUCTION. THE PROPOSED STORM DRAINAGE WILL BE DIRECTED TOWARDS AN EXISTING BODY OFWATER THAT WAS ONCE USED AS A BORROW PIT.
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STANDARD SILT FENCE OUTLET “”CONTRACTOR'S INSPECTION REQUIREMENTS OF EROSION CONTROL MEASURES:
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X:\Projects\_Shared\WLM\WLM-17000\04-Production\Engineering\Construction Drawings\Current Drawings\WLM17000-EC1.dwg, 4/27/2021 1:01:34 PM, Domonell, Eric
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REGIONAL ATHLETIC COMPLEX
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04
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X:\Projects\_Shared\WLM\WLM-17000\04-Production\Engineering\Construction Drawings\Current Drawings\WLM17000-EC1.dwg, 4/27/2021 1:01:39 PM, Domonell, Eric
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REGIONAL ATHLETIC COMPLEX
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NCG01 GROUND STABILIZATION AND MAT
E
R
I
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H
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D
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EF
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.GROUND STABILIZATION SPECIFICATIONStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1.Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants.2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3.Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4.Provide ponding area for containment of treated Stormwater before dischargingoffsite.5.Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.
HA
Z
A
R
D
O
U
S
A
N
D
T
O
X
I
C
W
A
S
T
E
1.
Cr
e
a
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e
d
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s
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n
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a
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e
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s
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-
s
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e
.
2.
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a
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e
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d
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n
t
a
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n
m
e
n
t
.
3.
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n
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t
s
t
o
r
e
h
a
z
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r
d
o
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s
c
h
e
m
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s
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e
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e
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i
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l
s
d
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r
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t
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n
t
h
e
g
r
o
u
n
d
.
EQUIPMENT AND VEHICLE MAINTENANCE1.Maintain vehicles and equipment to prevent discharge of fl
u
i
d
s
.
2.Provide drip pans under any stored equipment.3.Identify leaks and repair as soon as feasible, or remove leak
i
n
g
e
q
u
i
p
m
e
n
t
f
r
o
m
t
h
e
project.4.Collect all spent fluids, store in separate containers and pro
p
e
r
l
y
d
i
s
p
o
s
e
a
s
hazardous waste (recycle when possible).5.Remove leaking vehicles and construction equipment from
s
e
r
v
i
c
e
u
n
t
i
l
t
h
e
p
r
o
b
l
e
m
has been corrected.6.Bring used fuels, lubricants, coolants, hydraulic fluids and o
t
h
e
r
p
e
t
r
o
l
e
u
m
p
r
o
d
u
c
t
s
to a recycling or disposal center that handles these materia
l
s
.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1.Never bury or burn waste. Place litter and debris in approve
d
w
a
s
t
e
c
o
n
t
a
i
n
e
r
s
.
2.Provide a sufficient number and size of waste containers (e.g
d
u
m
p
s
t
e
r
,
t
r
a
s
h
receptacle) on site to contain construction and domestic wa
s
t
e
s
.
3.Locate waste containers at least 50 feet away from storm dr
a
i
n
i
n
l
e
t
s
a
n
d
s
u
r
f
a
c
e
waters unless no other alternatives are reasonably available
.
4.Locate waste containers on areas that do not receive substa
n
t
i
a
l
a
m
o
u
n
t
s
o
f
r
u
n
o
f
f
from upland areas and does not drain directly to a storm dra
i
n
,
s
t
r
e
a
m
o
r
w
e
t
l
a
n
d
.
5.Cover waste containers at the end of each workday and befo
r
e
s
t
o
r
m
e
v
e
n
t
s
o
r
provide secondary containment. Repair or replace damaged
w
a
s
t
e
c
o
n
t
a
i
n
e
r
s
.
6.Anchor all lightweight items in waste containers during time
s
o
f
h
i
g
h
w
i
n
d
s
.
7.Empty waste containers as needed to prevent overflow. Cle
a
n
u
p
i
m
m
e
d
i
a
t
e
l
y
i
f
containers overflow.8.Dispose waste off-site at an approved disposal facility.9.On business days, clean up and dispose of waste in designat
e
d
w
a
s
t
e
c
o
n
t
a
i
n
e
r
s
.
PAINT AND OTHER LIQUID WASTE1.Do not dump paint and other liquid waste into storm drains
,
s
t
r
e
a
m
s
o
r
w
e
t
l
a
n
d
s
.
2.Locate paint washouts at least 50 feet away from storm dra
i
n
i
n
l
e
t
s
a
n
d
s
u
r
f
a
c
e
waters unless no other alternatives are reasonably available
.
3.Contain liquid wastes in a controlled area.4.Containment must be labeled, sized and placed appropriate
l
y
f
o
r
t
h
e
n
e
e
d
s
o
f
s
i
t
e
.
5.Prevent the discharge of soaps, solvents, detergents and oth
e
r
l
i
q
u
i
d
w
a
s
t
e
s
f
r
o
m
construction sites.PORTABLE TOILETS1.Install portable toilets on level ground, at least 50 feet away
f
r
o
m
s
t
o
r
m
d
r
a
i
n
s
,
streams or wetlands unless there is no alternative reasonab
l
y
a
v
a
i
l
a
b
l
e
.
I
f
5
0
f
o
o
t
offset is not attainable, provide relocation of portable toilet
b
e
h
i
n
d
s
i
l
t
f
e
n
c
e
o
r
p
l
a
c
e
on a gravel pad and surround with sand bags.2.Provide staking or anchoring of portable toilets during perio
d
s
o
f
h
i
g
h
w
i
n
d
s
o
r
i
n
h
i
g
h
foot traffic areas.3.Monitor portable toilets for leaking and properly dispose of
a
n
y
l
e
a
k
e
d
m
a
t
e
r
i
a
l
.
Utilize a licensed sanitary waste hauler to remove leaking po
r
t
a
b
l
e
t
o
i
l
e
t
s
a
n
d
r
e
p
l
a
c
e
with properly operating unit.
HE
R
B
I
C
I
D
E
S
,
P
E
S
T
I
C
I
D
E
S
A
N
D
R
O
D
E
N
T
I
C
I
D
E
S
1.
St
o
r
e
a
n
d
a
p
p
l
y
h
e
r
b
i
c
i
d
e
s
,
p
e
s
t
i
c
i
d
e
s
a
n
d
r
o
d
e
n
t
i
c
i
d
e
s
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
l
a
b
e
l
re
s
t
r
i
c
t
i
o
n
s
.
2.
St
o
r
e
h
e
r
b
i
c
i
d
e
s
,
p
e
s
t
i
c
i
d
e
s
a
n
d
r
o
d
e
n
t
i
c
i
d
e
s
i
n
t
h
e
i
r
o
r
i
g
i
n
a
l
c
o
n
t
a
i
n
e
r
s
w
i
t
h
t
h
e
la
b
e
l
,
w
h
i
c
h
l
i
s
t
s
d
i
r
e
c
t
i
o
n
s
f
o
r
u
s
e
,
i
n
g
r
e
d
i
e
n
t
s
a
n
d
f
i
r
s
t
a
i
d
s
t
e
p
s
i
n
c
a
s
e
o
f
ac
c
i
d
e
n
t
a
l
p
o
i
s
o
n
i
n
g
.
3.
Do
n
o
t
s
t
o
r
e
h
e
r
b
i
c
i
d
e
s
,
p
e
s
t
i
c
i
d
e
s
a
n
d
r
o
d
e
n
t
i
c
i
d
e
s
i
n
a
r
e
a
s
w
h
e
r
e
f
l
o
o
d
i
n
g
i
s
po
s
s
i
b
l
e
o
r
w
h
e
r
e
t
h
e
y
m
a
y
s
p
i
l
l
o
r
l
e
a
k
i
n
t
o
w
e
l
l
s
,
s
t
o
r
m
w
a
t
e
r
d
r
a
i
n
s
,
g
r
o
u
n
d
w
a
t
e
r
or
s
u
r
f
a
c
e
w
a
t
e
r
.
I
f
a
s
p
i
l
l
o
c
c
u
r
s
,
c
l
e
a
n
a
r
e
a
i
m
m
e
d
i
a
t
e
l
y
.
4.
Do
n
o
t
s
t
o
c
k
p
i
l
e
t
h
e
s
e
m
a
t
e
r
i
a
l
s
o
n
s
i
t
e
.
CO
N
C
R
E
T
E
W
A
S
H
O
U
T
S
1.
Do
n
o
t
d
i
s
c
h
a
r
g
e
c
o
n
c
r
e
t
e
o
r
c
e
m
e
n
t
s
l
u
r
r
y
f
r
o
m
t
h
e
s
i
t
e
.
2.
Di
s
p
o
s
e
o
f
,
o
r
r
e
c
y
c
l
e
s
e
t
t
l
e
d
,
h
a
r
d
e
n
e
d
c
o
n
c
r
e
t
e
r
e
s
i
d
u
e
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
l
o
c
a
l
an
d
s
t
a
t
e
s
o
l
i
d
w
a
s
t
e
r
e
g
u
l
a
t
i
o
n
s
a
n
d
a
t
a
n
a
p
p
r
o
v
e
d
f
a
c
i
l
i
t
y
.
3.
Ma
n
a
g
e
w
a
s
h
o
u
t
f
r
o
m
m
o
r
t
a
r
m
i
x
e
r
s
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
t
h
e
a
b
o
v
e
i
t
e
m
a
n
d
i
n
ad
d
i
t
i
o
n
p
l
a
c
e
t
h
e
m
i
x
e
r
a
n
d
a
s
s
o
c
i
a
t
e
d
m
a
t
e
r
i
a
l
s
o
n
i
m
p
e
r
v
i
o
u
s
b
a
r
r
i
e
r
a
n
d
w
i
t
h
i
n
lo
t
p
e
r
i
m
e
t
e
r
s
i
l
t
f
e
n
c
e
.
4.
In
s
t
a
l
l
t
e
m
p
o
r
a
r
y
c
o
n
c
r
e
t
e
w
a
s
h
o
u
t
s
p
e
r
l
o
c
a
l
r
e
q
u
i
r
e
m
e
n
t
s
,
w
h
e
r
e
a
p
p
l
i
c
a
b
l
e
.
I
f
a
n
al
t
e
r
n
a
t
e
m
e
t
h
o
d
o
r
p
r
o
d
u
c
t
i
s
t
o
b
e
u
s
e
d
,
c
o
n
t
a
c
t
y
o
u
r
a
p
p
r
o
v
a
l
a
u
t
h
o
r
i
t
y
f
o
r
re
v
i
e
w
a
n
d
a
p
p
r
o
v
a
l
.
I
f
l
o
c
a
l
s
t
a
n
d
a
r
d
d
e
t
a
i
l
s
a
r
e
n
o
t
a
v
a
i
l
a
b
l
e
,
u
s
e
o
n
e
o
f
t
h
e
t
w
o
ty
p
e
s
o
f
t
e
m
p
o
r
a
r
y
c
o
n
c
r
e
t
e
w
a
s
h
o
u
t
s
p
r
o
v
i
d
e
d
o
n
t
h
i
s
d
e
t
a
i
l
.
5.
Do
n
o
t
u
s
e
c
o
n
c
r
e
t
e
w
a
s
h
o
u
t
s
f
o
r
d
e
w
a
t
e
r
i
n
g
o
r
s
t
o
r
i
n
g
d
e
f
e
c
t
i
v
e
c
u
r
b
o
r
s
i
d
e
w
a
l
k
se
c
t
i
o
n
s
.
S
t
o
r
m
w
a
t
e
r
a
c
c
u
m
u
l
a
t
e
d
w
i
t
h
i
n
t
h
e
w
a
s
h
o
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t
m
a
y
n
o
t
b
e
p
u
m
p
e
d
i
n
t
o
o
r
di
s
c
h
a
r
g
e
d
t
o
t
h
e
s
t
o
r
m
d
r
a
i
n
s
y
s
t
e
m
o
r
r
e
c
e
i
v
i
n
g
s
u
r
f
a
c
e
w
a
t
e
r
s
.
L
i
q
u
i
d
w
a
s
t
e
m
u
s
t
be
p
u
m
p
e
d
o
u
t
a
n
d
r
e
m
o
v
e
d
f
r
o
m
p
r
o
j
e
c
t
.
6.
Lo
c
a
t
e
w
a
s
h
o
u
t
s
a
t
l
e
a
s
t
5
0
f
e
e
t
f
r
o
m
s
t
o
r
m
d
r
a
i
n
i
n
l
e
t
s
a
n
d
s
u
r
f
a
c
e
w
a
t
e
r
s
u
n
l
e
s
s
i
t
ca
n
b
e
s
h
o
w
n
t
h
a
t
n
o
o
t
h
e
r
a
l
t
e
r
n
a
t
i
v
e
s
a
r
e
r
e
a
s
o
n
a
b
l
y
a
v
a
i
l
a
b
l
e
.
A
t
a
m
i
n
i
m
u
m
,
in
s
t
a
l
l
p
r
o
t
e
c
t
i
o
n
o
f
s
t
o
r
m
d
r
a
i
n
i
n
l
e
t
(
s
)
c
l
o
s
e
s
t
t
o
t
h
e
w
a
s
h
o
u
t
w
h
i
c
h
c
o
u
l
d
r
e
c
e
i
v
e
sp
i
l
l
s
o
r
o
v
e
r
f
l
o
w
.
7.
Lo
c
a
t
e
w
a
s
h
o
u
t
s
i
n
a
n
e
a
s
i
l
y
a
c
c
e
s
s
i
b
l
e
a
r
e
a
,
o
n
l
e
v
e
l
g
r
o
u
n
d
a
n
d
i
n
s
t
a
l
l
a
s
t
o
n
e
en
t
r
a
n
c
e
p
a
d
i
n
f
r
o
n
t
o
f
t
h
e
w
a
s
h
o
u
t
.
A
d
d
i
t
i
o
n
a
l
c
o
n
t
r
o
l
s
m
a
y
b
e
r
e
q
u
i
r
e
d
b
y
t
h
e
ap
p
r
o
v
i
n
g
a
u
t
h
o
r
i
t
y
.
8.
In
s
t
a
l
l
a
t
l
e
a
s
t
o
n
e
s
i
g
n
d
i
r
e
c
t
i
n
g
c
o
n
c
r
e
t
e
t
r
u
c
k
s
t
o
t
h
e
w
a
s
h
o
u
t
w
i
t
h
i
n
t
h
e
p
r
o
j
e
c
t
li
m
i
t
s
.
P
o
s
t
s
i
g
n
a
g
e
o
n
t
h
e
w
a
s
h
o
u
t
i
t
s
e
l
f
t
o
i
d
e
n
t
i
f
y
t
h
i
s
l
o
c
a
t
i
o
n
.
9.
Re
m
o
v
e
l
e
a
v
i
n
g
s
f
r
o
m
t
h
e
w
a
s
h
o
u
t
w
h
e
n
a
t
a
p
p
r
o
x
i
m
a
t
e
l
y
7
5
%
c
a
p
a
c
i
t
y
t
o
l
i
m
i
t
ov
e
r
f
l
o
w
e
v
e
n
t
s
.
R
e
p
l
a
c
e
t
h
e
t
a
r
p
,
s
a
n
d
b
a
g
s
o
r
o
t
h
e
r
t
e
m
p
o
r
a
r
y
s
t
r
u
c
t
u
r
a
l
co
m
p
o
n
e
n
t
s
w
h
e
n
n
o
l
o
n
g
e
r
f
u
n
c
t
i
o
n
a
l
.
W
h
e
n
u
t
i
l
i
z
i
n
g
a
l
t
e
r
n
a
t
i
v
e
o
r
p
r
o
p
r
i
e
t
a
r
y
pr
o
d
u
c
t
s
,
f
o
l
l
o
w
m
a
n
u
f
a
c
t
u
r
e
r
'
s
i
n
s
t
r
u
c
t
i
o
n
s
.
10
.
At
t
h
e
c
o
m
p
l
e
t
i
o
n
o
f
t
h
e
c
o
n
c
r
e
t
e
w
o
r
k
,
r
e
m
o
v
e
r
e
m
a
i
n
i
n
g
l
e
a
v
i
n
g
s
a
n
d
d
i
s
p
o
s
e
o
f
in
a
n
a
p
p
r
o
v
e
d
d
i
s
p
o
s
a
l
f
a
c
i
l
i
t
y
.
F
i
l
l
p
i
t
,
i
f
a
p
p
l
i
c
a
b
l
e
,
a
n
d
s
t
a
b
i
l
i
z
e
a
n
y
d
i
s
t
u
r
b
a
n
c
e
ca
u
s
e
d
b
y
r
e
m
o
v
a
l
o
f
w
a
s
h
o
u
t
.
EARTHEN STOCKPILE MANAGEMENT1.Show stockpile locations on plans. Locate earthen-material
s
t
o
c
k
p
i
l
e
a
r
e
a
s
a
t
l
e
a
s
t
50 feet away from storm drain inlets, sediment basins, perim
e
t
e
r
s
e
d
i
m
e
n
t
c
o
n
t
r
o
l
s
and surface waters unless it can be shown no other alternat
i
v
e
s
a
r
e
r
e
a
s
o
n
a
b
l
y
available.2.Protect stockpile with silt fence installed along toe of slope
w
i
t
h
a
m
i
n
i
m
u
m
o
f
f
s
e
t
o
f
five feet from the toe of stockpile.3.Provide stable stone access point when feasible.4.Stabilize stockpile within the timeframes provided on this sh
e
e
t
a
n
d
i
n
a
c
c
o
r
d
a
n
c
e
with the approved plan and any additional requirements. S
o
i
l
s
t
a
b
i
l
i
z
a
t
i
o
n
i
s
d
e
f
i
n
e
d
as vegetative, physical or chemical coverage techniques tha
t
w
i
l
l
r
e
s
t
r
a
i
n
a
c
c
e
l
e
r
a
t
e
d
erosion on disturbed soils for temporary or permanent cont
r
o
l
n
e
e
d
s
.
SECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slope Stabilize within thismany calendardays after ceasingland disturbance77714NoneNone(a)Perimeter dikes,swales, ditches, andperimeter slopes(b)High Quality Water(HQW) Zones(c)Slopes steeper than3:1 If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d)Slopes 3:1 to 4:1(e)Areas with slopesflatter than 4:114 -7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake WatershedNCG01 SELF-INSPECTION, RECORDKEEPIN
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PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSelf-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to orgreater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspectionswere delayed shall be noted in the Inspection Record.NOTE: The rain inspection resets the required 7 calendar day inspection requirement.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORT
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SECTION B: RECORDKEEPING1.E&SC Plan DocumentationThe approved E&SC plan as well as any approved deviation shall b
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inspection at all times during normal business hours.2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following item
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PART II, SECTION G, ITEM (4)DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUTSediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surf
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for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare
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Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in w
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shall not commence until the E&SC plan authority has approved these items,(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit
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(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basi
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properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment d
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(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause depositi
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REGIONAL ATHLETIC COMPLEX
SITE PLAN SUBMITTAL
205 SUTTON STEAM PLANT ROAD
WILMINGTON, NC 28401
04
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C8.00
WLM17000-D1
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TYPICAL ACCESSIBLE PARKING SPACE LAYOUT, RAM AND SIGN LOCATIONS
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CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
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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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SCALE:1"=1'-0"
CONCRETE PAVING (HEAVY DUTY)
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GRAVEL DRIVE AND PARKING LOT
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SCALE:1"=1'-0"
CONCRETE PAVEMENT (PEDESTRIAN)
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MULTI-USE TRAIL - DECOMPOSED GRANITE (ALTERNATE 1)
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ORIGINAL
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ORIGINAL
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COMPACTED SUBGRADE (95% MIN.)
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VARIES 2:1 MA
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TYPICAL SECTION - 10' WALKING TRAIL
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CONCRETE STEPS
7 SCALE:N.T.S.
WHEELSTOP DETAIL
8 SCALE:N.T.S.
ADA CROSSWALK
9 SITE AND AMENITY
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C8.01
WLM17000-D1
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SITE AND AMENITY
DETAILS
SCALE:1" = 1'-0"
SAFETY PLAY SURFACE + TIMBER EDGING - ELEVATION (ALTERNATE 3)
11SCALE:1" = 1'-0"
SAFETY PLAY SURFACE + TIMBER EDGING (ALTERNATE 3)
10
PRODUCT: 5 INCH SQUARE BOLLARD
FINISH: BLACK POWDERCOAT
MANUFACTURER: HUNT (OR
APPROVED EQUAL)
CLIENT
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
RE
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SCALE:1" = 1'-0"
PLAYGROUND ADA RAMP (ALTERNATE 3)
12
SCALE:N.T.S.
SAFETY BOLLARD
17
SCALE:N.T.S.
CHAIN LINK FENCE PRIVACY SLATS - BASIS OF DESIGN
13
SLAT END VIEW
TOP LOCKING SLAT SPECIFICATIONS
COVERAGE
AREA
WIRE
GAUGE
MESH
SIZE
SLAT
WIDTHSLAT NAME
1 3/4"
2"
9 OR 11
6
7/8"
10 LINEAR FEET
10 LINEAR FEET
10 LINEAR FEET
2"
2 1/4"
9 OR 11
11 1/2 OR 12
1 3/32"
1 1/4"
TOP LOCK 2"
TOP LOCK 2 1/4"
TOP LOCK 1 3/4"
INSTALLATION INSTRUCTIONS
TOP LOCKING SLATS
SCALE:1/2" = 1'-0"
CHAIN LINK FENCE WITH PRIVACY SLATS
14 SCALE:3/8" = 1'-0"
CHAIN LINK FENCE WITH PRIVACY SLATS DOUBLE GATE
15
1'
-
0
"
2'
-
8
"
3"
6"
2'-0"
7" x 10" BASE PLATE WITH
(4) 1/2" MOUNTING HOLES
HINGE PIN
2" GALVANIZED
STEEL BOLLARD
(2) 2" x 1" LOCK TABS
WITH 1/2" HOLES
SLIDING LOOP HANDLE TO
LOCK BOLLARD IN PLACE
PATH SURFACE PAVEMENT
AND BASE COURSE
4"
CONCRETE FOOTING WITH
#5 WASHED STONE BASE
95% COMPACTED
SUBGRADE
NOTE:
1.CONCRETE FOOTING TO MEASURE 2'-0" x 2'-0"
SQUARE.
SCALE:1" = 1'-0"
COLLAPSIBLE BOLLARD DETAIL
18
3'
-
0
"
2'
-
6
"
6"
1'
-
6
"
6"
1" SLOPE
4" DIAM. STEEL
PIPE BOLLARD,
PAINT YELLOW
FINISH GRADE
95% COMPACTED
SUBGRADE
CONCRETE FOOTING
WITH #5 WASHED
STONE BASE
1'-6"
NOTE:
1.INSTALL (2) RECTANGULAR REFLECTORS PER
BOLLARD, (1) ON EACH SIDE FACING TRAFFIC.
SCALE:1" = 1'-0"
HEAVY DUTY BOLLARD DETAIL
16
C8.02
WLM17000-D1
-
EMD
NTS
SITE AND AMENITY
DETAILS
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
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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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SCALE:1/2" = 1'-0"
PLAYGROUND DOUBLE GATE (ALTERNATE 3A)
20 SCALE:1/2" = 1'-0"
PLAYGROUND FENCE (ALTERNATE 3A)
21SCALE:1/2" = 1'-0"
PLAYGROUND SINGLE GATE (ALTERNATE 3A)
19
SCALE:N.T.S.
DUMPSTER ENCLOSURE
22
C8.03
WLM17000-D1
-
EMD
NTS
WATER DETAILS
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
G
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C8.04
WLM17000-D1
-
EMD
NTS
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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NOTE: CITY OF WILMINGTON DETAILS
HAVE BEEN PROVIDED WHERE DETAILS
WERE NOT AVAILABLE FROM HANOVER
COUNTY.
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 (FOREBAY, VEGETATED FILTER STRIP, ETC) 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 SYSTEM, 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.DOWNSTREAM OF THE LEVEL SPREADER, 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 FOREBAYS, LEVEL SPREADER STRUCTURES, AND BYPASS CHANNELS 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 NEW HANOVER COUNTY
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 SYSTEM AND BYPASS CHANNEL. ALL TREES AND THEIR ENTIRE ROOT
SYSTEMS MUST BE REMOVED FROM THE LEVEL SPREADER SYSTEM AND BYPASS CHANNEL 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, FOREBAY, AND BYPASS CHANNEL AT EACH LOCATION, 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 FOREBAY AND LEVEL SPREADER STRUCTURE SUBGRADE AND THE BYPASS
CHANNEL SUBGRADE 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 FOREBAY, LEVEL SPREADER STRUCTURE, AND BYPASS CHANNEL 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 AND THEN INSTALL THE BYPASS CHANNEL/BERM. IT IS RECOMMENDED THAT THE OUTLET FROM THE FOREBAY TO THE LEVEL
SPREADER STRUCTURE BE PLUGGED UNTIL THE LEVEL SPREADER HAS BEEN INSTALLED. WAIT UNTIL LEVEL SPREADER IS COMPLETE AND
FILTER STRIP AREA IS CONFRIMED LEVEL BEFORE INSTALLING THE FILTER STRIP VEGETATION. ONCE A PRELIMINARY AS-BUILT OF THE
CONSTRUCTED FACILITY IS PROVIDED TO THE DESIGN ENGINEER AND IT HAS BEEN DETERMINED THAT IT 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.
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.
CLIENT
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
RE
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A
L
20
5
S
U
T
T
O
N
S
T
E
A
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P
L
A
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D
WI
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2
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04.27.2021
L1.00
WLM17000-LS1
-
GLJ
SEE DRAWINGS
LANDSCAPE PLAN
OVERALL
EXISTING SITE
ENTRANCE
RESTROOM
BUILDING
EXISTING
GAZEBO
EXISTING FENCE LINE
GRAVEL
PARKING
LOT
10' CONCRETE
SIDEWALK
WALKING TRAIL
(ALTERNATE 1)
LEVEL
SPREADER
LEVEL
SPREADER
SITE LEGEND
P
R
O
P
E
R
T
Y
L
I
N
E
EXISTING FIELD #10
EXISTING
FIELD #5
FIELD #11
SYNTHETIC
EXISTING FIELD #1
FIELD #9
FIELD #6 FIELD #8
P
R
O
P
E
R
T
Y
L
I
N
E
RENOVATED PARKING (ALTERNATE 4)
AREA A - SEE SHEET L1.01
WALKING TRAIL
(ALTERNATE 1)
10' CONCRETE
SIDEWALK
CONCRETE BENCH PAD
FIELD #7
FIELD LIGHTS FIELD LIGHTS
RENOVATED PARKING
(ALTERNATE 4)
AREA B - SEE SHEET L1.02
AREA C - SEE SHEET L1.03
RENOVATED
PARKING
(ALTERNATE 4)
PROPERTY LINE
EXISTING
RIP RAP
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
PLAYGROUND AND
PATH CONNECTION
(ALTERNATE 3)MAINTENANCE
BLDG. AND FENCE
DUMPSTER PAD
LANDSCAPE REQUIREMENT SUMMARY
TOTAL CANOPY TREES REQUIRED (TREE RETENTION)
15 TREES (2" MIN. DBH) PER 1 ACRE OF DISTURBED AREA
DISTURBED AREA: 21.5 AC
REQUIRED: = 323 CANOPY TREES [21.5 AC X 15]
PROVIDED:= 150 CANOPY TREES
BUILDING FOUNDATION PLANTING
FOUNDATION PLANTING BED: 12% OF BUILDING FACE ADJACENT TO PARKING LOT
BUILDING FACE: 2,080 SF
REQUIRED: = 250 SF [12% OF 2,080 SF]
PROVIDED:= 1,410 SF
INTERIOR LANDSCAPE ISLAND PLANTING
LANDSCAPE AREA: 8% OF VEHICULAR USE AREA
VEHICULAR USE AREA: 174,506 SF
REQUIRED:= 13,961 SF [8% OF 174,506, PER CODE]
PROVIDED:= 38,674 SF [MINUMUM OF 16% OF VEHICULAR USE AREA, PER VARIANCE]
CANOPY TREES: 1 CANOPY TREE FOR EACH 144 SF OF INTERIOR LANDSCAPE ISLAND PLANTING
REQUIRED: = 1 CANOPY TREE FOR EACH 144 SF OF INTERIOR LANDSCAPE ISLAND PLANTING
PROVIDED:= ZERO (0): EXEMPTION GRANTED WITH APPROVED VARIANCE
(6 TREES (MINIMUM) WITHIN PLANTERS TO BE PROVIDED AT RESTROOM FACILITY)
NOTES
1.CODE REQUIREMENTS AMENDED AS PART OF THE VARIANCE REQUEST ARE SHOWN IN BOLD ITALICS TEXT.
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
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0
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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
SI
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P
L
A
N
S
U
B
M
I
T
T
A
L
20
5
S
U
T
T
O
N
S
T
E
A
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P
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A
N
T
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A
D
WI
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I
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T
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,
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2
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4
0
1
04.27.2021
AREA D - SEE
SHEET L1.04
AREA F - SEE
SHEET L1.04
KEY MAP
N.T.S.
L1.01
L1.03
L1.04
L1.04
L1.04
L1.02
AREA E - SEE
SHEET L1.04
EXISTING FIELD #2EXISTING FIELD #3
APPROXIMATE EXTENTS
OF ALTERNATE 4
APPROXIMATE EXTENTS
OF ALTERNATE 4
APPROXIMATE EXTENTS
OF ALTERNATE 3
RENOVATED
FIELD #4
NOTES
1.SEE SHEET L2.10 FOR LANDSCAPE NOTES, PLANT SCHEDULE, AND LANDSCAPE DETAILS.
2.CONTRACTOR TO PLACE SOD ON AREAS DISTURBED DURING THE INSTALLATION OF
ATHLETIC LIGHTS. SEE SPECIFICATION FOR ALLOWANCE.
3.ALL CANOPY AND UNDERSTORY TREES SHALL BE INSTALLED AS PART OF BASE BID.
REFER TO BASE BID PLANT SCHEDULE ON L2.02 FOR TREE SPECIES AND QUANTITIES.
4.LANDSCAPE AREAS DEFINED BY ALTERNATE BOUNDARIES SHALL BE INSTALLED WITH
THE NOTED ALTERNATE. SEE OVERALL BASE BID LANDSCAPE PLAN AND SCHEDULE
(FOR REFERENCE ONLY) FOR LANDSCAPE CONDITIONS SHOULD ALTERNATES, AS
DEFINED ON THE OVERALL SITE PLAN, NOT BE CONSTRUCTED.
P5 P5
EXISTING GAZEBO
TO REMAIN
EX. SITE
ENTRANCE DRIVE
PROPOSED EDGE OF
GRAVEL DRIVE
EXISTING FIELD #5
PROPOSED EDGE OF
GRAVEL DRIVE
20' METHANE
VENT CLEAR ZONE
MATCHLINE - SEE SHEET L1.02
WALKING TRAIL
(ALTERNATE 1)
PROPOSED BENCH
CONCRETE PAD
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.L1.01
WLM17000-LS1
-
GLJ
SEE DRAWINGS
AREA A
LANDSCAPE PLAN
LIGHTING PANEL AND
CONTROLS
PARKING
PLANTING
AREA:
1,336 SF
PARKING
PLANTING
AREA:
991 SF
PARKING
PLANTING
AREA:
3,115 SF
PARKING
PLANTING
AREA:
621 SF
PARKING
PLANTING
AREA:
300 SF
PARKING
PLANTING
AREA:
323 SF
PARKING
PLANTING
AREA:
154 SF
PARKING
PLANTING
AREA:
337 SF
PARKING
PLANTING
AREA:
465 SF
PARKING
PLANTING
AREA:
536 SF
PARKING
PLANTING
AREA:
3,374 SF
PARKING
PLANTING
AREA:
2,097 SF
PARKING
PLANTING
AREA:
489 SF
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
O
N
A
L
A
T
H
L
E
T
I
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C
O
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P
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P
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A
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S
U
B
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T
A
L
20
5
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S
T
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A
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A
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0
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04.27.2021
KEY MAP
N.T.S.
L1.01
L1.03
L1.04
L1.04
L1.04
L1.02
EXISTING FIELD #1EXISTING FIELD #2EXISTING FIELD #3RENOVATED FIELD #4
FIELD #11
SYNTHETIC
RENOVATED PARKING
(ALTERNATE 4)
RENOVATED PARKING
(ALTERNATE 4)
RENOVATED PARKING
(ALTERNATE 4)
SITE LEGENDLANDSCAPE HATCH LEGEND TREE LEGEND
ALTERNATE 4: INSTALL
INDICATED PLANTS IN
THIS AREA. SEE SHEET
L2.00 FOR SCHEDULE.
SEE BASE BID LANDSCAPE
PLAN, SHEET L2.01 FOR
BASE BID CONDITIONS.
ALTERNATE 1: INSTALL
INDICATED PLANTS IN
THIS AREA. SEE SHEET
L2.00 FOR SCHEDULE.
SEE BASE BID
LANDSCAPE PLAN,
SHEET L2.01 FOR BASE
BID CONDITIONS.
ALTERNATE 4: INSTALL
INDICATED PLANTS IN
THIS AREA. SEE SHEET
L2.00 FOR SCHEDULE.
SEE BASE BID
LANDSCAPE PLAN,
SHEET L2.01 FOR BASE
BID CONDITIONS.
ALTERNATE 1: INSTALL
INDICATED PLANTS IN
THIS AREA. SEE SHEET
L2.00 FOR SCHEDULE.
SEE BASE BID LANDSCAPE
PLAN, SHEET L2.01 FOR
BASE BID CONDITIONS.
P5 P5
MATCHLINE - SEE SHEET L1.03
ADA PARKING
RESTROOM BUILDING
±2,600 SF
(SEE ARCH. DRAWINGS)
MAINTENANCE
BUILDING ±400 SF
FOOD TRUCK
PARKING
20' METHANE VENT
CLEAR ZONE
APPROX. LIMITS OF
LANDFILL MATERIAL
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.L1.02
WLM17000-LS1
-
GLJ
SEE DRAWINGS
AREA B
LANDSCAPE PLAN
MATCHLINE - SEE SHEET L1.01
MATCHLINE - SEE SHEET L1.03
ENLARGEMENT - SEE SHEET L1.04
DUMPSTER PAD
ALL SMOKETREES TO BE PLANTED IN
36" W X 36" H X 36" L PLANTERS
SITE LEGEND
ELECTRICAL
TRANSFORMERS
AND PANEL
ELECTRICAL
TRANSFORMERS
AND PANEL
BUILDING FOUNDATION PLANTING:
1,410 SF
PARKING
PLANTING
AREA:
2,135 SF
PARKING
PLANTING
AREA:
621 SF
PARKING
PLANTING
AREA:
185 SF
PARKING
PLANTING
AREA:
621 SF
PARKING
PLANTING
AREA:
4,368 SF
PARKING
PLANTING
AREA:
4,993 SF
PARKING
PLANTING
AREA:
210 SF
PARKING
PLANTING
AREA:
210 SF
PARKING
PLANTING
AREA:
4,993 SF
PARKING
PLANTING
AREA:
4,368 SF
PARKING
PLANTING
AREA:
1,284 SF
PARKING
PLANTING
AREA:
307 SF
PARKING
PLANTING
AREA:
241 SF
PARKING
PLANTING
AREA:
1,336 SF
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
\
P
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c
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a
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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
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T
I
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C
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P
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X
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P
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A
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S
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B
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A
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20
5
S
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WI
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N
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T
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,
N
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2
8
4
0
1
04.27.2021
KEY MAP
N.T.S.
L1.01
L1.03
L1.04
L1.04
L1.04
L1.02
FIELD #11
SYNTHETIC
WALKING TRAIL
(ALTERNATE 1)
RENOVATED PARKING
(ALTERNATE 4)
EXISTING FIELD #5
EXISTING FIELD #10
FIELD #6 FIELD #8
WALKING TRAIL
(ALTERNATE 1)
ALTERNATE 4: INSTALL
INDICATED PLANTS IN
THIS AREA. SEE SHEET
L2.00 FOR SCHEDULE.
SEE BASE BID LANDSCAPE
PLAN, SHEET L2.01 FOR
BASE BID CONDITIONS.
ALTERNATE 4: INSTALL
INDICATED PLANTS IN
THIS AREA. SEE SHEET
L2.00 FOR SCHEDULE.
SEE BASE BID
LANDSCAPE PLAN,
SHEET L2.01 FOR BASE
BID CONDITIONS.
LANDSCAPE HATCH LEGEND TREE LEGEND
ALTERNATE 3: INSTALL
INDICATED PLANTS IN THIS
AREA. SEE SHEET L2.00 FOR
SCHEDULE. SEE BASE BID
LANDSCAPE PLAN, SHEET L2.01
FOR BASE BID CONDITIONS.
ALTERNATE 1: INSTALL
INDICATED PLANTS IN
THIS AREA. SEE SHEET
L2.00 FOR SCHEDULE.
SEE BASE BID
LANDSCAPE PLAN,
SHEET L2.01 FOR BASE
BID CONDITIONS.
BOULDER (TYP.)
L1.03
WLM17000-LS1
-
GLJ
SEE DRAWINGS
AREA C
LANDSCAPE PLAN
MATCHLINE - SEE SHEET L1.02
PROPERTY LINE
LEVEL SPREADER
LEVEL SPREADER
APPROX. LIMITS OF
LANDFILL MATERIAL
NC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
ALL TREES TO BE
INCLUDED IN BASE BID
(TYP.)
ALL TREES TO BE
INCLUDED IN BASE BID
(TYP.)
CLIENT
REVISIONS
PROJECT NO.WLM-17000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
N0.DATE
X:
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a
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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
SI
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P
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A
N
S
U
B
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I
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A
L
20
5
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S
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WI
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I
N
G
T
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N
,
N
C
2
8
4
0
1
04.27.2021
KEY MAP
N.T.S.
L1.01
L1.03
L1.04
L1.04
L1.04
L1.02
SITE LEGEND
FIELD #7 FIELD #9
WALKING TRAIL
(ALTERNATE 1)
FIELD #6 FIELD #8
LANDSCAPE HATCH LEGEND TREE LEGEND
L1.04
WLM17000-LS1
-
GLJ
SEE DRAWINGS
AREAS D, E, F
LANDSCAPE PLANNC GRID (NAD83)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
CONCRETE BENCH
PAD (ALTERNATE 1)
PROPOSED
WALKING TRAIL
(ALTERNATE 1)
11
PROPERTY LINE
EXISTING FENCE
PROPERTY LINE PROPERTY LINE
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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\
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9
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i
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s
,
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a
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e
t
t
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
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X
SI
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P
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A
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S
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20
5
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04.27.2021
MATCHLINE - SEE SHEET C2.01
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AREA D
MATCHLINE - SEE SHEET L1.01
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AREA F
KEY MAP
N.T.S.
L1.01
L1.03
L1.04
L1.04
L1.04
L1.02
SITE LEGENDLANDSCAPE HATCH LEGEND TREE LEGEND
P5 P5
L1.05
WLM17000-LS1
-
GLJ
1" = 20'
ENLARGEMENT
LANDSCAPE PLANNC 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
(SEE ARCH. DRAWINGS)
FOOD TRUCK
PARKING
PLAYGROUND (ALT. 3)
ELECTRICAL
TRANSFORMERS
AND PANEL
ALTERNATE 3: INSTALL
INDICATED PLANTS IN THIS
AREA. SEE SHEET L2.00 FOR
SCHEDULE. SEE BASE BID
LANDSCAPE PLAN, SHEET L2.01
FOR BASE BID CONDITIONS.
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
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04.27.2021
FIELD #11
SYNTHETIC
FIELD #6
BOULDER (TYP.)
L2.00
WLM17000-LS1
-
GLJ
SEE DRAWINGS
SCHEDULE + NOTES
LANDSCAPE DETAILS,
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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04.27.2021
SCALE:1/2"=1'-0"
ORNAMENTAL GRASS INSTALLATION
04
SCALE:3/8"=1'-0"
GROUNDCOVER INSTALLATION 02SCALE:3/8"=1'-0"
SHRUB INSTALLATION 01
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.
SCALE:3/8"=1'-0"
TREE INSTALLATION 05
SCALE:1 1/2"=1'-0"
LANDSCAPE EDGING 06
SEED MIXES AND PLUGS
SCALE:N.T.S.
TREE ON SLOPE 5% (20:1) TO 50% (2:1) - MODIFIED SOIL
03
P5
P5
P5
P5
L2.01
WLM17000-LS1
-
GLJ
SEE DRAWINGS
LANDSCAPE PLAN
OVERALL BASE BIDNC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
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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04.27.2021
EXISTING SITE
ENTRANCE
RESTROOM
BUILDING
EXISTING
GAZEBO
EXISTING FENCE LINE
GRAVEL
PARKING
LOT
10' CONCRETE
SIDEWALK
LEVEL
SPREADER
LEVEL
SPREADER
SITE LEGEND
P
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E
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T
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L
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EXISTING FIELD #10
EXISTING
FIELD #5
FIELD #11
SYNTHETIC
EXISTING FIELD #1
FIELD #9
FIELD #6 FIELD #8
P
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AREA A - SEE SHEET L1.01
10' CONCRETE
SIDEWALK
FIELD #7
FIELD LIGHTS FIELD LIGHTS
AREA B - SEE SHEET L1.02
AREA C - SEE SHEET L1.03
PROPERTY LINE
SEPTIC EXPANSION
AREA EXTENTS
EXISTING
RIP RAP
NOTES
1.SEE SHEET L2.02 FOR BASE BID LANDSCAPE NOTES AND SCHEDULE.
2.CONTRACTOR TO PLACE SOD ON AREAS DISTURBED DURING THE INSTALLATION OF
ATHLETIC LIGHTS. SEE SPECIFICATIONS FOR SOD ALLOWANCE.
3.ALL TREES SHALL BE INCLUDED IN BADE BID.
4.THIS PLAN IS FOR REFERENCE ONLY. REFER TO THE OVERALL LANDSCAPE PLAN ON
SHEET L1.00 FOR PROPOSED LANDSCAPE CONDITIONS SHOULD ALTERNATES, AS
DEFINED ON SHEET C2.00, BE IMPLEMENTED. IMPLEMENTATION OF BASE BID AND
ALL ALTERNATES REPRESENT FULL BUILD-OUT.
MAINTENANCE
BLDG. AND FENCE
DUMPSTER PAD
AREA D - SEE
SHEET L1.04
AREA F - SEE
SHEET L1.04
AREA E - SEE
SHEET L1.04
EXISTING FIELD #2EXISTING FIELD #3RENOVATED
FIELD #4
L2.02
WLM17000-LS1
-
GLJ
SEE DRAWINGS
SCHEDULE + NOTES
BASE BID LANDSCAPE
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.
30.SEE SHEET L2.00 FOR LANDSCAPE 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
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04.27.2021
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