20200516 Ver 1_2020-04-01_100% Bid Plan Set_Silver-Line Park_20200415

PROJECT NAME:
SILVER-LINE PARK
ADDRESS:
1054 Riverside Dr.
Asheville, NC 28804
Latitude: 35.626462° N
Longitude: -82.582327° W
PROJECT SIZE:
Approximately 5.35 Ac
Total disturbance area is 4.36 Ac
FRENCH BROAD RIVER ORDINARY HIGH
WATER MARK 1945' (NAVD 88) at time of
survey (11/11/19).
All aspects of work shall be performed in
accordance with all applicable local, state,
and federal regulations pertaining to worker
safety.
LANDSCAPE ARCHITECT:
Equinox
LANDSCAPE ARCHITECT CONTACT:
David Tuch
37 Haywood Street, Suite 100
Asheville, NC 28801
[phone] (x202)
[e-mail]
CLIENT/OWNER:
Town of Woodfin
90 Elk Mountain RD.
Woodfin, NC 28804
[phone]
100% PLAN SET FOR REVIEW
S I L V E R - L I N E P A R K
GENERAL:
1.LOCATE ALL UTILITIES PRIOR TO DIGGING.
2.SEDIMENTATION OF THE STORMWATER CONTROL MEASURES WILL CAUSE FAILURE,
THEREFORE, INSTALL ALL STORMWATER CONTROL MEASURES ONLY AFTER ALL
SEDIMENT AND EROSION ON-SITE IS CONTROLLED AND SITE IS STABILIZED AND
SEEDED.
3.DURING INSTALLATION, THE CONTRACTOR SHALL NOTIFY EQUINOX OR OWNER OF
ANY CONDITIONS WHICH MAY BE HARMFUL TO PLANT LIFE, SUCH AS HAZARDOUS
MATERIALS, ETC. EQUINOX SHALL MAKE RECOMMENDATIONS TO ADDRESS THE
SPECIFIC SITUATION.
4.WHERE CONFLICTS OCCUR BETWEEN NOTES, DRAWINGS, OR SPECIFICATIONS, THE
CONTRACTOR SHALL NOT PROCEED WITH THE AFFECTED WORK UNTIL THE
LANDSCAPE ARCHITECT ISSUES A CLARIFICATION.
CONSTRUCTION:
5.BURNING IS NOT PERMITTED.
6.EDGE OF WATER AT TIME OF SURVEY SHOWN - ACTUAL WATER ELEVATION MAY VARY.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL APPLICABLE BUILDING
PERMITS, LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO PERFORM THE
SPECIFIED WORK.
8.ALL ASPECTS OF WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS PERTAINING TO WORKER
SAFETY.
9.ALL PAVING MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE
LATEST EDITION OF THE STATE'S DOT "STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES."
10.GROUND SURFACE SHALL BE SHAPED TO PROVIDE POSITIVE DRAINAGE.
11.CONTRACTOR SHALL COORDINATE ALL SITE ACTIVITIES WITH OWNER OR DESIGNATED
REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
DELIVERY, STORAGE AND HANDLING OF ALL MATERIALS REQUIRED FOR THE PROJECT.
12.ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 30 WORKING DAYS FOLLOWING
COMPLETION OF LAND DISTURBING ACTIVITIES. IF THERE IS MORE STRINGENT SOIL
STABILIZATION GUIDELINES PUT IN PLACE BY LOCAL, COUNTY, STATE OR FEDERAL
AGENCIES OR CALLED FOR BASED ON PERMIT REQUIREMENTS THEN THE MORE
STRINGENT GUIDELINES SHALL CONTROL AND GOVERN ON THE PROJECT.
13.CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SPOIL MATERIAL OFF OF THE
OWNER’S PROPERTY IN COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL
ENVIRONMENTAL LAWS AND REGULATIONS AT THE PRE-DETERMINED LANDFILL SITE.
LANDFILL FEES SHALL BE INCLUDED IN THE CONTRACTOR’S PROJECT FEE. THIS
INCLUDES ALL SURPLUS SOIL MATERIAL, UNSUITABLE TOPSOIL, ROCK,
OBSTRUCTIONS, DEMOLISHED MATERIALS AND WASTE MATERIALS (INCLUDING
TRASH AND DEBRIS).
14.CONTRACTOR TO FURNISH AND PROVIDE THIRD PARTY MATERIAL TESTING AS PART
OF CONSTRUCTION BID.
15.CONTRACTOR TO FURNISH AND PROVIDE THIRD PARTY GEOTECHNICAL EVALUATION
OF SUBGRADE TO ENSURE ADEQUATE BEARING. ECS CAN PROVIDE THIS SERVICE.
(CONTACT MATT FOGELMAN AT 828.665.2307)
16.CONTRACTOR TO CONFORM TO OWNER'S SAFETY PROTOCOL AND PROVIDE A SITE
SPECIFIC SAFETY PLAN AND OTHER DOCUMENTATION AS NECESSARY.
17.FOR PLASTIC SEWER PIPING, STORM AND SANITARY, AN INSULATED COPPER TRACER
WIRE OR OTHER APPROVED CONDUCTOR SHALL BE INSTALLED ADJACENT TO AND
OVER THE FULL LENGTH OF THE PIPING. THE TRACER WIRE SIZE SHALL BE NOT LESS
THAN 14 AWG AND THE INSULATION TYPE SHALL BE LISTED FOR DIRECT BURIAL.
18.ALL FASTENERS TO BE GALVANIZED STEEL UNLESS OTHERWISE SPECIFIED
19.ALL WOOD TO BE PRESSURE TREATED UNLESS OTHERWISE SPECIFIED, SUCH AS THE
THERMALLY MODIFIED PINE ON THE BOARDWALK.
GRADING:
20.ALL SPOT GRADES AND CONTOURS SHOW FINISH GRADE WITH THE EXCEPTION OF
THE PLAYGROUND ENLARGEMENT WHICH SHOWS FINISH ELEVATION AND GROUND
SURFACE ELEVATION.
21.ALL CUT SLOPES AND FILL SLOPES TO BE 2:1 AND 3:1 RESPECTIVELY UNLESS
OTHERWISE INDICATED.
22.CROSS SLOPES ON SIDEWALKS SHALL NOT EXCEED 1.9%
GEOTECHNICAL:
23.REFER TO GEOTECHNICAL ENGINEERING REPORT (BY ECS SOUTHEAST) FOR DETAILED
SOIL BORING TESTING ANALYSIS AND CONSTRUCTION RECOMMENDATIONS (SEE
SPECIFICATIONS FOR FULL REPORT).
24.IN SOME LOW, WET AREAS ON SITE, UNDERCUTTING OF EXCESSIVELY SOFT
MATERIALS MAY BE CONSIDERED INSUFFICIENT. IN SUCH LOW-LYING AREAS, THE USE
OF REINFORED BIAXIAL- GEOGRID MAY BE NECESSARY UNDER THE ADVISEMENT OF
THE OWNER AND THE GEOTECHNICAL ENGINEER, AS THESE FIELD CONDITIONS MAY
ARISE.
25.IF SOFT OR UNSUITABLE SOILS SUCH AS UNDOCUMENTED FILL OR MOISTURE
SENSITIVE SOILS ARE OBSERVED, AT FOOTING LOCATIONS OR LOCATIONS REQUIRING
COMPACTION, THE UNSUITABLE SOILS SHOULD BE UNDERCUT AND REMOVED. ANY
UNDERCUT SHOULD BE BACKFILLED WITH CRUSHED STONE, ENGINEERED FILL, OR
LEAN CONCRETE UP TO THE ORIGINAL DESIGN BOTTOM OF THE FOOTING AND/OR
SURFACE BASE COURSE.
26.PROOF ROLLING UNDER THE OBSERVATION OF A GEOTECHNICAL ENGINEER SHOULD
BE CONDUCTED BEFORE THE LAYING OF ANY BASE LAYER OF PAVING. ECS CAN
PROVIDE THIS (CONTACT MATT FOGELMAN AT 828.665.2307)
CONCRETE:
27.UNLESS OTHERWISE SPECIFIED, CONCRETE SHALL HAVE NATURAL SAND FINE
AGGREGATE, EMBEDDED FIBERGLASS, AND NORMAL WEIGHT COARSE AGGREGATES
CONFORMING TO ASTM C33, TYPE I PORTLAND CEMENT CONFORMING TO ASTM C150,
AND SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH (F’C) AT 28
DAYS:
28.FOOTINGS 3000 PSI W/ (ENTRAINED AIR & FLY ASH OPTIONAL)
29.SLABS 4000 PSI W/ 5% ENTRAINED AIR AND FLY ASH
30.EXTERIOR WALKS 4000 PSI W/ 5% ENTRAINED AIR AND FLY ASH
31.ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH APPROVED DESIGN MIXES AS
REQUIRED FOR THE JOB.
32.SCHEDULE OF CONCRETE FINISHES (UNLESS OTHERWISE SPECIFIED ON PLANS):
SLABS: NON-SLIP BROOM FINISH.
EXTERIOR SIDEWALKS AND PATHS: NON-SLIP BROOM FINISH.
ALL UNEXPOSED CONCRETE SURFACES: U.O.N. ROUGH FORM
FINISH.
ALL EXPOSED CONCRETE SURFACES: U.O.N. SMOOTH RUBBED
FINISH.
33.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING
ANCHOR BOLTS, CLIPS, INSERTS, CONNECTION PLATES, SLEEVES, SLOTS, AND OTHER
REQUIRED ITEMS IN ACCORDANCE WITH THE CONTRACT DRAWINGS, AND IN
COOPERATION WITH OTHER TRADES PRIOR TO PLACING THE CONCRETE.
34.CONTROL JOINTS TO BE GROOVED WHEN CONCRETE IS STILL WET AND PLIABLE (1 8" -
1 16" WIDTH BY 1 4" DEEP) AND PLACED AS SHOWN WITH A MINIMUM OF EVERY 5' AND
MAXIMUM OF EVERY 12' OF CONCRETE SURFACE OR PAD.
CONCRETE REINFORCEMENT:
35.CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60.
REINFORCEMENT DESIGNATED AS CONTINUOUS SHALL LAP 36 BAR DIAMETERS AT
SPLICES, UNLESS NOTED OTHERWISE.
36.ALL CONCRETE REINFORCEMENT BARS SHALL BE ACCURATELY AND SECURELY TIED
AND ANCHORED IN PLACE TO PREVENT DISLOCATION DURING THE CONCRETE
PLACEMENT OPERATION.
37.MINIMUM CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL
CONFORM TO THE AMERICAN CONCRETE INSTITUTE COMMITTEE 318, SECTION 7.7,
UNLESS NOTED OTHERWISE.
38.CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TESTING AS REQUIRED DURING
CONSTRUCTION, TO BE APPROVED BY THE OWNER.
STONE & ROCK:
39.IF EXISTING STONE AND ROCK MATERIAL ON SITE IS SUITABLE AND EQUIVALENT TO
THE MATERIAL SPECIFIED, CONTRACTOR MAY UTILIZE ON SITE MATERIAL INSTEAD OF
QUARRY MATERIAL WITH PRIOR APPROVAL REQUIRED BY LANDSCAPE ARCHITECT.
40.SAMPLES OF EACH TYPE OF ROCK, INCLUDING RIVER ROCK, COBBLE, BOULDERS ,
AND FIELDSTONE ARE TO BE APPROVED ON SITE BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
41.RIVER ROCK/COBBLE TO BE MIXED SIZES UNLESS OTHERWISE SPECIFIED.
42.RIVER ROCK/COBBLE TO BE THE FOLLOWING AVERAGE SIZE: 2"-4" (SMALL); 6"-8"
(MEDIUM); AND 10"-12" (LARGE) / NOTIFY LANDSCAPE ARCHITECT IF PRODUCTS VARY
FROM THIS SIZE RANGE.
43.ALL ROCK TO BE WASHED IMMEDIATELY BEFORE DELIVERY, UNLESS OTHERWISE
SPECIFIED.
PLANTING:
44.CALL 811 UTILITY LOCATIONS PRIOR TO DIGGING.
45.CONTRACTOR SHALL VERIFY ALL QUANTITIES, MEASUREMENTS AND SITE
CONDITIONS. NO PLANT SUBSTITUTIONS ALLOWED UNLESS WRITTEN PERMISSION
FROM EQUINOX IS GIVEN.
46.ALL INVASIVE TREES, SHRUBS AND VINES SHALL BE REMOVED DURING THE SITE
DISTURBING ACTIVITY AND DISPOSED OF IN SUCH A WAY TO PREVENT GROWTH AT
DISPOSAL LOCATION.
47.ALL PLANTING BEDS ARE TO BE CLEANED OF ROCKS AND DEBRIS >1", TILLED TO 12"
DEPTH AND AMENDED WITH 3"OF NATURES HELPER (OR APPROVED EQUAL). THEN
THOROUGHLY TILLED TOGETHER.
48.PLANTING SOIL SHALL BE TOPSOIL AMENDED WITH 3" OF NATURES HELPER (OR
APPROVED EQUAL) AND THOROUGHLY TILLED TOGETHER.
49.ANY REMAINING DISTURBED, NON-PLANTED AREAS ARE TO BE FINE GRADED AND
SEEDED WITH FESCUE BLEND OR MULCHED AS NOTED ON PLAN.
50.ALL PLANTS, MATERIALS, PLANTING AND SEEDING ACTIVITIES SHALL CONFORM TO
LANDSCAPE INDUSTRY STANDARDS. COMPLY WITH SIZING AND GRADING STANDARDS
OF THE LATEST EDITION OF "AMERICAN STANDARD OF NURSERY STOCK". PROVIDE
STOCK TRUE TO BOTANICAL NAME AND LEGIBLY TAGGED.
51.STOCKPILE LOCATION(S) TO BE APPROVED BY LANDSCAPE ARCHITECT.
52.KEEP PLANT SPECIES MOIST AND SHADED UNTIL INSTALLATION. DO NOT LEAVE IN
THE SUN OR LET PLANTS DRY OUT. SATURATE PLANTS AFTER INSTALLATION. PLANTS
SHALL NOT BE DELIVERED ON-SITE PRIOR TO 5 DAYS BEFORE INSTALLATION.
53.DIG, PACK, TRANSPORT AND HANDLE ALL PLANTS WITH CARE TO ENSURE
PROTECTION FROM INJURY. STORE PLANTS IN THE MANNER NECESSARY TO
ACCOMMODATE THEIR HORTICULTURAL REQUIREMENTS. HEEL-IN PLANTS IF
NECESSARY TO PROTECT ROOT BALLS AND KEEP FROM DRYING OUT.
54.ALL PLANTS TO BE INSPECTED BY EQUINOX PRIOR TO INSTALLATION. IF ANY PLANTS
ARE IN POOR CONDITION, UNHEALTHY LOOKING, DISEASED, OR DYING THE
CONTRACTOR WILL REPLACE AS REQUESTED BY EQUINOX OR THE OWNER.
55.DURING INSTALLATION, THE CONTRACTOR SHALL NOTIFY EQUINOX OF ANY
CONDITIONS WHICH MAY BE HARMFUL TO PLANT LIFE, SUCH AS HAZARDOUS
MATERIALS, ETC. EQUINOX SHALL MAKE RECOMMENDATIONS TO ADDRESS THE
SPECIFIC SITUATION.
56.CONTRACTOR TO REMOVE ALL STONES OVER 1" IN DIA. AND ALL CONSTRUCTION
DEBRIS INCLUDING GRAVEL, CONCRETE, ROOTS, AND OTHER MATERIAL THAT MAY BE
HARMFUL OR PREVENT PROPER ESTABLISHMENT AND OR MAINTENANCE OF
PLANTING AREAS.
57.IN AREAS WHERE CONSTRUCTION MATERIAL IS EMBEDDED IN THE SOIL,
CONTRACTOR SHALL REMOVE CONTAMINATED SOIL TO A DEPTH OF 8" AND ADD FILL
WITH CLEAN, WEED-FREE PLANTING SOIL.
58.LARGE MATURING TREES SHALL NOT BE PLANTED UNDER OVERHEAD POWER LINES
OR WITHIN SEWER RIGHTS-OF-WAY. CONTRACTOR SHALL CONTACT LANDSCAPE
ARCHITECT TO RESOLVE ANY ISSUES BEFORE PLANTING.
59.FOR ALL B&B TREES, ROOT BALL SHALL REMAIN MOIST AT ALL TIMES AND SHOULD
RETAIN SHAPE WHEN REMOVING TOP 1/2 -2/3 OF WIRE BASKET FOR TRANSPLANTING.
CONTRACTOR SHALL REMOVE TOP 1/2 OF BURLAP FROM ROOT BALL.
60.ALL PLANTINGS TO BE WATERED AFTER PLANTING IMMEDIATELY.
61.ALL CONTAINER AND B&B TREES AND SHRUBS TO BE GUARANTEED FOR 1 YEAR
(MINIMUM).
62.ALL PLANTING BEDS, AND CONTAINER TREES AND SHRUBS TO BE MULCHED WITH
DOUBLE GROUND HARDWOOD MULCH, UNLESS OTHERWISE SPECIFIED.
63.CONTRACTOR TO WATER PLANTS UNTIL CONSTRUCTION IS COMPLETE OR PLANTS
ARE ESTABLISHED.
64.IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE
PLAN AND THE QUANTITIES IN THE PLANT SCHEDULE USE THE HIGHER NUMBER OF
PLANTS.  IF THIS OCCURS NOTIFY THE PROJECT LANDSCAPE ARCHITECT.
65.AREAS UNDER EXISTING TREE DRIPLINES ARE NOT TO BE TILLED.
66.ALL EXISTING AND PROPOSED TREES WITHIN LIMITS OF DISTURBANCE AND NOT
CONTAINED WITHIN A MULCHED BED ARE TO RECEIVE A 5' DIAMETER CIRCLE OF
MULCH.
67.ALL MULCH TO BE DOUBLE GROUND HARDWOOD MULCH.
EROSION CONTROL MEASURES:
68.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN
PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER
WORK HAS CEASED, EXCEPT AS STATED BELOW.
-WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR
FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED
AS SOON AS PRACTICABLE.
-WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY
CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14
DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON
THAT PORTION OF THE SITE.
69.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY
CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES
THAT A BMP HAS BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED, THE
PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION
REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.
70.PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO
CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS
SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER
THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF
EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE
WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED
BACK INTO ANY WATERS OF THE STATE.
71.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL
PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION
ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL
CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO
CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL
DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS
STABILIZED.
72.THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF
MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION
OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS
MAY BE REQUIRED.
73.TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED
DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR
TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.
74.ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR
OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE
INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN
THE DISTURBED AREA AND ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED
BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS.
75.LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH
SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED
LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM
WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM
WATER DISCHARGES.
76.A COPY OF THE INSPECTION RECORDS, AND RAINFALL DATA MUST BE RETAINED AT
THE CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING
NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION
ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED.
77.INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR
GREATER) WHERE LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR
TEMPORARILY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS.
78.MINIMIZE SOIL COMPACTION AND, UNLESS UNFEASIBLE, PRESERVE TOPSOIL.
79.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE
WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE
TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES
EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE.
80.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND
EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE
BMP'S (SEDIMENT BASIN, FILTER BAG, ETC).
81.THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:
-WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN
APPROPRIATE CONTROL;
-WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM
RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS;
-FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT
OPERATION AND MAINTENANCE; AND
-SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.
82.AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A
MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED
UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE.
NOTES & GENERAL SPECIFICATIONS
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINJS
L0.1
INDEX & NOTES
April 1, 2020
100% CDS NFC
(NOT TO SCALE)
SILVER-LINE
PARK TERRACE CTWOODFIN AVEEL
K

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DI26 EREESE ST
CRESENT ST
JONESTOWN RD
VINE
ST
CRE
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F
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UNION
STMULBERRY STRI
V
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D
RGREEN OAK RDLOCUST ST
ROSECRE
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ROSECREST CTNORTON DR
GRO
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TSHORTVINE
STELKWOOD AVENEW WA
LNUTSTRHODESSTVICINITY MAP
GEOTECHNICAL ENGINEER:
ECS Southeast
Matt Fogleman
1900 Hendersonville Rd #10,
Asheville, NC 28803
[phone]
ELECTRICAL & UTILITY ENGINEER:
McGill Associates P.A.
55 Broad Street
Asheville, NC 28801
[phone]
LANDSCAPE ARCHITECTURE
L0.0 COVER SHEET
L0.1 INDEX AND NOTES
L0.2 SURVEY
L1.0 DEMOLITION PLAN
L2.0 SITE PLAN
L2.1 PHASED SITE PLAN
PHASE 1
L3.0 LAYOUT & MATERIALS PLAN
L3.1 LAYOUT & MATERIALS PLAN ENLARGEMENTS
L4.0 GRADING PLAN
L4.1 GRADING PLAN ENLARGEMENT
L5.0 STORMWATER PLAN
L6.0
L7.0 EROSION CONTROL PLAN
L8.0 EROSION CONTROL DETAILS
L9.0-L9.5 SITE DETAILS
PHASE 2
L10.0 LAYOUT & MATERIALS PLAN
L10.1 LAYOUT & MATERIALS PLAN ENLARGEMENTS
L11.0 GRADING PLAN
L12.0 STORMWATER PLAN
L13.0-L13.1 PLANTING PLAN
L14.0 EROSION CONTROL PLAN
L15.0 EROSION CONTROL DETAILS
L16.0-L16.4 SITE DETAILS
WW1.0-5.0 BOAT RAMP DETAILS
ARCHITECTURE
A0.1 SITE PLAN
A1.0 FLOOR PLANS
A1.1 TRAIN PLATFORM FRAMING PLAN (PHASE 1)
A1.2 REFLECTED CEILING PLANS
A1.3 ROOF PLANS
A2.0 ELEVATIONS- PAVILION (PHASE 2)
A2.1 ELEVATIONS- PLATFORM (PHASE 1)
A3.0 3D PERSPECTIVE- PAVILION (PHASE 2)
A3.1 ELEVATIONS- PLATFORM (PHASE 1)
A4.0 BUILDING SECTIONS- PAVILION (PHASE 2)
A4.1 BUILDING SECTIONS- PLATFORM (PHASE 1)
A5.0 SECTION DETAILS- PLATFORM (PHASE1)
A5.1 SECTION DETAILS- PAVILION (PHASE 2)
A5.3 MISCELLANEOUS DETAILS
UTILITIES
P0.0 PLUMBING LEGENDS, NOTES, DETAILS, & SCHEDULES
P0.1 PLUMBING SITE PLAN
E0.0 ELECTRICAL LEGEND
E0.1 ELECTRICAL SITE PLAN
E1.0 ELECTRICAL PLANS
E5.0 ELECTRICAL DETAILS
E6.0 ELECTRICAL SCHEDULES & DIAGRAMS
ARCHITECT:
PFA Architects, P.A.
Mike Hatter
196 Coxe Ave.
Asheville, NC 28801
[phone]
[e-mail]
OTHER CONTACTS
PROFESSIONAL LAND SURVEYOR:
Kee Mapping & Surveying
88 Central Avenue,
Asheville, NC 28801
[phone]
SHEET INDEX
Know what's below.
before you dig.Call
R
CLIENT:Town of Woodfin
CONTACT:Town of Woodfin
90 Elk Mountain Rd
Asheville NC 28804
[phone]
ADDRESS:1054 Riverside Drive
Asheville / Woodfin, NC 28804
COUNTY: Buncombe
COORDINATES:Latitude: 35.626462° N
Longitude: -82.582327° W
PIN(s):9730512998; 9730524113
DEED
REFERENCE:Book 5027 Page 802
RIVER BASIN:French Broad
STREAM
CLASSIFICATION:B: Primary Recreation, Fresh Water
TOTAL ACREAGE:5.35 AC
DISTURBED AREA:4.46 AC
PERCENT DISTURBED:83%
FEMA PANEL No:370380
PROJECT DATA
SSSSSS0'50'100'150'
SFHA SFHA SFHA SFHA
SFHA
SFHA
SFHA
SFHA
SFHA SFHA
SFHA
SFHA
SFHA
SFHA
SFHASFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
S
F
H
A
SF
H
A
SF
H
A
SFHA
S
F
H
A
S
F
H
ASSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S
S
FOC FOC
FOC
FOC
FOC FOC
FOC
FOC FOCFOCFOCFOCFOCFOCSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
SSSSSSSSSSSSSSSSN 72
°
2
1
'
3
7
"

W
302.
5
1
'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
W
OH
W
OH
W
O
H
W
OHW
O
H
W
O
H
W
25'
SS
SFHA
W
FOC FOC
OHW
N 73°
3
5
'
3
9
"

W

2
0
6
.
3
8
'
(TOT
A
L
)
N 70
°
2
0
'
3
9
"

W
200.
0
0
'
N 6
8
°
5
7
'
5
9
"

W
190.
0
9
'N 19°24'50" E 111.02'(TOTAL)SILVER-LINE PLASTICS
CORPORATION
PIN: 9730-61-2337
DB: 3383 PG: 338
PB: 42 PG: 143
EASEMENT TWO
PER DB: 4532 PG: 452
(SEE NOTE #12)
NORFOLK SOUTHERN
RAILWAY COMPANY
(FORMERLY ASHEVILLE SOUTHERN RAILWAY COMPANY)
(DB:180 PG: 499 PARCEL 1)
DERAIL
TOWN OF WOODFIN
PIN: 9730-52-4113
DB: 5445 PG: 436
0.94 ACRE
CRAGGY MOUNTAIN LINE, INC.
(DB: 4403 PG: 1215)
EASEMENT ONE
PER DB: 4532 PG: 452
(SEE NOTE #12)
GARBAGE DISPOSAL
SERVICE, INC
PIN: 9730-42-6175
DB: 2355 PG: 343
PB: 22 PG: 33
TOWN OF WOODFIN
PIN: 9730-51-2998
DB: 5027 PG: 802
4.25 ACRES
(NOT TO SCALE)
AN EXISTING CONDITIONS TOPOGRAPHIC SURVEY FOR:
"EQUINOX ENVIRONMENTAL, INC"
TOPO
AREA
ONE INCH = FIFTY FEET
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: 1 FOOT
"SILVER LINE PARK"
BUNCOMBE COUNTY, NORTH CAROLINA
TERRACE CTWOODFIN AVEEL
K

M
O
U
N
T
A
I
N

R
DI26 EREESE ST
CRESENT ST
JONESTOWN RD
VINE
ST
CRES
T
F
I
E
L
D
AVE
UNION
STMULBERRY STRIV
E
R
S
I
D
E

D
RGREEN OAK RDLOCUST STROSECRES
T

S
T
VI
E
W

S
T
ROSECREST CTNORTON DR
GRO
V
E
S
TSHORTVINE
STELKWOOD AVENEW WA
LNUTSTRHODESSTVICINITY MAPGRID NORTH
NAD 83(2011)
CONTROL POINT #500
5/8'' RBC "KEE"
STATE PLANE COORDINATES
N: 702085.17'
E: 935712.97'
ELEV: 1961.12'
CONTROL POINT #501
5/8'' RBC "KEE"
GROUND COORDINATES
N: 702283.24'
E: 935123.62'
ELEV: 1957.28'
CF: 0.99980501
*CONTROL POINT 500 BEING LOCATED
S 71°25'26" E A DISTANCE OF 621.75'
(GRID) FROM CONTROL POINT 501
GRID TIE INFORMATION
THIS IS A TOPOGRAPHIC SURVEY INTENDED FOR
INFORMATIONAL & DESIGN PURPOSES ONLY. IT SHOULD
NOT BE USED FOR CONVEYANCE OR LEGAL PURPOSES.
KEE MAPPING & SURVEYING DOES NOT CERTIFY THE
SPATIAL ACCURACY FOR GIS DATA SHOWN HERE & MADE
PUBLICLY AVAILABLE BY THE NC ONEMAP GEOSPATIAL
DATA PORTAL, NORTH CAROLINA'S ONLINE FLOOD RISK
INFORMATION SYSTEM & THE CADASTRAL WEB MAP OF
BUNCOMBE COUNTY, NC.
CONTROL POINT #500
5/8'' RBC "KEE"
STATE PLANE COORDINATES
N: 702085.17'
E: 935712.97'
ELEV: 1961.12'
CF: 0.99980478
CONTROL POINT #501
5/8'' RBC "KEE"
GROUND COORDINATES
N: 702283.24'
E: 935123.62'
ELEV: 1957.28'
CONTROL POINT #200
5/8'' RBC "KEE"
GROUND COORDINATES
N: 702019.90'
E: 935046.88'
ELEV: 1950.69'
BUILDING
8'' STEEL PIPE
INV IN: UNKNOWN
INV OUT: 1953.25'
SMH
(8'' VCP)
INV IN: 1952.65'
INV OUT: 1952.56'
BUILDING FFE: 1960.27'
FFE: 1957.74'
FFE: 1954.03'
SMH
(8'' VCP)
INV IN: 1945.24'
(60'' RCP)
INV IN: 1938.74'
INV OUT: 1938.60'
SMH
(8'' PVC)
INV OUT: 1954.62'
4'' CPP
INV IN: UNKNOWN
INV OUT: 1946.75'
4'' DUCTILE IRON
OVER CREEK
TOP ELEV: 1944.52'
36'' CMP
INV IN: 1956.97'
INV OUT: 1956.92'
2' X 3' CATCH BASIN
INV IN: 1957.78'
CONCRETE CULVERT
INV OUT: 1957.63'
SEWER LINE
CHANGES DIRECTION
SMH
(BURIED UNDER ASPHALT)
SMH
(8'' VCP)
INV IN: 1950.39'
INV OUT: 1950.21'
RIV
E
R
S
I
D
E

D
R
I
V
E
(NO
D
E
E
D

F
O
R

R
/
W

F
O
U
N
D
)
(NC
D
O
T

C
L
A
I
M
S

M
A
I
N
T
E
N
A
N
C
E
)
HVAC PAD
ELEV: 1956.56'
36'' STEEL PIPE
(SIZE UNKNOWN)
INV IN: 1952.15'
INV OUT: 1953.63'
(TOP OF SEDIMENT)
FRE
N
C
H

B
R
O
A
D

R
I
V
E
R
FLO
W
CONTROL POINT #202
5/8'' RBC "KEE"
GROUND COORDINATES
N: 701929.39'
E: 935447.97'
ELEV: 1952.01'
18'' CMP
INV IN: UNKNOWN
INV OUT: 1951.60'
12'' CMP
INV IN: UNKNOWN
INV OUT: 1953.35'
SFHA (ZONE AE)
PER F.I.R.M. MAP
NO. 3700973000J SMH
(8'' PVC)
INV IN: 1952.22'
INV OUT: 1952.12
0+000+501+001+502+002+503+003+504+001940
1950
1960
1940
1950
1960
0+000+501+001+502+002+503+003+504+001940
1950
1960
1970
1940
1950
1960
1970
0+000+501+001+502+002+503+003+504+001940
1950
1960
1970
1940
1950
1960
1970
CROSS-SECTION PROFILES
CROSS-SECTION #1
(NOT TO SCALE)
CROSS-SECTION #2
(NOT TO SCALE)
CROSS-SECTION #3
(NOT TO SCALE)CROSS-SECTION #1CROSS-SECTION #2CROSS-SECTION #3SURVEYOR'S NOTES:
A TOPOGRAPHIC SURVEY FOR:
EQUINOX ENVIRONMENTAL, INCAPPRX. LOCATIONSMH
(8'' PVC-TYPE 3 DROP CONNECTION)
TOP INV IN: 1940.42'
(8" VCP-ABANDONED)
INV IN: 1945.81'
(6'' PVC)
INV IN: 1945.76'
(60'' RCP)
INV IN: 1937.70'
INV OUT: 1937.45'
SMH
(60'' RCP)
INV IN: 1936.63'
SMH
(6'' PVC)
INV IN: 1944.74'
60'' RCP
INV IN: 1937.87'
INV OUT: 1937.77'
4'' CPPDECK
19
5
5
1955
1955
1955195519551955
1950
19
4
0
195
0
1955
1955
ORDINARY HIGH
WATER MARK
1
9
4
5
CONTROL POINT #201
5/8'' RBC "KEE"
GROUND COORDINATES
N: 701991.07'
E: 935248.36'
ELEV: 1951.37'
ORDINARY HIGH
WATER MARK
1' X 1' DROP INLET
INV IN: 1952.75'
INV OUT: 1952.62'
2' X 2' DROP INLET
INV IN: 1949.56'
INV OUT: 1949.46'
LEGEND:
1900
LINE BEARING DISTANCE
L1 S 55°22'12" W 33.69'
L2 S 22°58'17" W 72.24'
L3 S 24°26'41" W 81.84'
L4 S 40°49'23" W 80.31'
L5 S 33°07'06" W 71.77'
L6 S 81°35'55" W 22.00'
L7 S 37°54'41" W 25.79'
L8 N 20°14'05" E 21.16'
L9 N 12°30'21" E 46.10'
L10 N 20°33'26" E 44.28'
L11 N 20°55'16" E 40.35'
L12 S 43°08'54" W 62.00'
L13 N 69°17'34" W 72.73'
L14 S 36°17'13" W 42.35'
L15 S 19°47'05" W 27.46'
METROPOLITAN SEWERAGE DISTRICT
(SEE NOTE #8)L12C7
C6
C5
(10.00')L3(8.00')L14C8
C4
C1
L11N 24°39'55" E 170.70'L10L2L13
L9L8L7L6 L5L4(103.02')C9
C3
C2
(196.
3
8
'
)
DUK
E

E
N
E
R
G
Y

P
R
O
G
R
E
S
S
(FO
R
M
E
R
L
Y

C
A
R
O
L
I
N
A

P
O
W
E
R

&

L
I
G
H
T

C
O
M
P
A
N
Y
)
(50'
R
/
W

P
E
R

D
B
:

1
1
9
6

P
G
:

2
3
)
MET
R
O
P
O
L
I
T
A
N

S
E
W
E
R
A
G
E

D
I
S
T
R
I
C
T
(20'
E
A
S
E
M
E
N
T

P
E
R

D
B
:

9
4
4

P
G
:

1
6
1
)
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL0.2
EXISTING
CONDITIONS
April 1, 2020
100% CDS NFC
19551955
19551955
1950
195
5
1955195519
5
5
195
0
1
9
4
5
FLO
O
D
W
A
Y
FOC FOC FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOC100-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
30' STREAM BUFFERFLOO
D
W
A
Y
EXISTING
BUILDING
FFE: 1954.03'30' STREAM BUFFER500-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
DNDN
1954
4.0%
1950.45'
FFE
1954.55'
15%
1951.95'
1951.64'
1948.84'
1942.84'
4.0%
1951.85'
1950
1954
195
3
195
2
1954
1955
1953
1951
1950
1951
1949 1953195219541952 1951LP
1954.05'
+
195
5
1951.80'
1951.98'
1951.98'
1955
1954
1953
19521953195419551955
19551955
1950
195
5
19551955195
5
195
0
1
9
4
5SSSSSSSSSSSSSSSSSSSSSSSS S
S
FOC
FOC
FOC
FOC
FOC FOCFOCFOCFOCSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
SSSSSSSSSSSSSSSSSSSSW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=30'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL0.3
SITE DRAINAGE
April 1, 2020
100% CDS NFC
PIPE (6)
SWALE
(ENHANCED TREATMENT SWALE
BMP G)
SWALE (A)
SWALE (C)
ALL PROPOSED
IMPERVIOUS SURFACES
(GRAY HATCHED AREA)
BIORETENTION-
ENHANCED DRY POND (BMP B)
CONSTRUCTED WETLAND
(BMP D)
BIORETENTION-
ENHANCED DRY POND (BMP H)
BIORETENTION-
DISCONNECTED DOWNSPOUT
(BMP E)
BIORETENTION-
DISCONNECTED DOWNSPOUT
(BMP F)
1
2
3
4
5
6
7
8
9
WATERSHED DELINEATION MAP
(DRAINAGE PATTERNS)
PROPERTY BOUNDARY
WATERSHED BOUNDARY
PROPERTY BOUNDARY
WATERSHED BOUNDARY
FRENCH BROAD RIVER
RECEIVEING WATER COURSE:
1 2
5
9
7 3
4
8 6
LONGEST
HYDRAULIC PATH
LONGEST
HYDRAULIC PATH
OUTLET 1 (PIPED)
0
N
60'30'15'
SCALE: 30'-0"
Know what's below.
before you dig.Call
R
EXHIBIT B: SCHEMATIC DIAGRAM
EXHIBIT A: EXISTING DRAINAGE PATTERNS
19551955
1955
19551955
1950
195
5
1955195519
5
5
195
0
1
9
4
5
FLO
O
D
W
A
Y
FOC FOC FOC
FOC
FOC
FOC
FOC
FOC FOC FOC FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCW
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
100-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
30' STREAM BUFFERFLOO
D
W
A
Y
EXISTING
BUILDING
FFE: 1954.03'30' STREAM BUFFEROHW
OH
W
OHW
OH
W
OH
W
O
H
W
OHW
OH
W
O
H
W
O
H
W
O
H
W
500-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
DNDN
+
100-Y
E
A
R

F
L
O
O
D
P
L
A
I
N
FLO
O
D
W
A
Y
CONSTRUCTED WETLAND TO
STORE 1 YR. 24 HR. STORM
EVENT (2,800 SF TOTAL)
BOARDWALK WITH HELICAL PIERS
CONCRETE SIDEWALK CIRCULATION, TYP.
STONE EDGE ALONG WETLAND
ENHANCED
SWALE
(450 SF TOTAL)
16-FOOT WIDE
ROAD OVER
WETLAND
WETLAND IMPACT AREA
(0.17 AC TOTAL)
EXISTING JURISDICTIONAL
WETLAND
LEGEND
Know what's below.
before you dig.Call
R
0
N
60'30'15'
SCALE: 1"= 30'-0"
(4) 18" RCP
BERM SEPARATING CONSTRUCTED
STORMWATER WETLAND FROM
JURISDICTIONAL WETLAND
WEIR
WEIR
BERM
NOTE:
BASE FLOOD ELEVATION (BFE)
ACROSS SITE: 1959'
ENHANCED & EXPANDED WETLAND BY
APPROX. 4,420 SF
JURISDICTIONAL
INTERMITTENT STREAM (S-02a)
FROM THIS LOCATION SOUTH
TO FRENCH BROAD RIVER
EPHEMERAL STREAM (S-02b)
FROM THIS LOCATION NORTH
JURISDICTIONAL
PERENNIAL STREAM
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=30'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL0.4
WETLAND IMPACTS
& FLOODPLAIN
April 1, 2020
100% CDS NFC
FILL (5,336CY)
CUT (3,589CY)
19551955
1955
19551955
1950
195
5
19551955195
5
195
0
1
9
4
5
FLO
O
D
W
A
Y SSSSSSSSSSSSSSSSSSSSSFHA SFHA SFHA SFHA SFHA SFHA SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA SFHA SFHA
SFHA
SFHA
SFH
A
SFHA
SFHA
SFHA
SFHASFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SF
H
A
SF
H
A
SF
H
A
SF
H
A
SF
H
A
S
F
H
A
S
F
H
A
S
F
H
A
S
F
H
ASSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
S
S
FOC FOC FOC
FOC
FOC
FOC
FOC
FOC FOC FOC FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
100-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
30' STREAM BUFFERFLOO
D
W
A
Y
EXISTING
BUILDING
FFE: 1954.03'30' STREAM BUFFEROHW
OH
W
OHW
OH
W
OH
W
O
H
W
OHW
OH
W
O
H
W
O
H
W
O
H
W
500-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINJS
L1.0
DEMOLITION PLAN
April 1, 2020
100% CDS NFC
REMOVE CONCRETE
PADS, TYP.
FENCE LINE
BOUNDARY LINE
ELECTRIC (ROW EXTENT)
MAJOR CONTOUR
MINOR CONTOUR
UNDERGROUND WATERLINE
SEWER LINE
STREAM
RAIL LINE
FLOODWAY
100 & 500-YEAR FLOODPLAIN
FLOODWAY
SEWER CLEANOUT
SEWER MANHOLE
UTILITY POLE
JURISDICTIONAL WETLAND AREA
EXISTING TREES TO REMAIN
(5-FOOT)
(1-FOOT)
SS
CONCRETE PADS
ELECTRIC (OVERHEAD WIRE)
W W
EASEMENT BOUNDARY
EXISTING TREES TO REMOVE
REMOVE ASPHALT
DRIVE UP TO
PROPERTY LINE
DUKE TO RELOCATE
POLE 40' WEST ALONG
THE DISTRIBUTION LINE
ITEMS TO BE REMOVED
DUKE TO REMOVE POLES
ALL DEBRIS PILES TO
BE REMOVED, TYP.
NOTES:
·STORMWATER STRUCTURES HAVE BEEN INSTALLED
SINCE SURVEY.
·REMOVE STORMWATER STRUCTURES FOUND ON SITE.
·STRUCTURES MAY BE RE-USED IF CONDITION ALLOWS.
·ADDITIONAL DEBRIS PILES MAY HAVE BEEN PLACED
SINCE SURVEY, REMOVE ALL, TYP.
ALL FENCING TO BE
REMOVED
SIGN TO BE REMOVED
WITH APPROVAL FROM
THE TOWN OF WOODFIN
OR DURING
CONSTRUCTION OF
PHASE 2
TREES MARKED WITH AN
"X" TO BE REMOVED IN
PHASE 2, TYP.
PRESERVE ALL TREES
NOT MARKED WITH AN "X"
TREES PROTECTION
CLEAR ALL EXCESS AND
OVERGROWN
VEGETATION ALONG
THE FULL LENGTH OF
THE BERM
EXISTING ASPHALT TO BE
SAW CUT AND REMOVED AT
EDGE OF PROPOSED LANE
AND NORTH TOWARD THE
RAILLINE SEE (L3.0)
19551955
1955
19551955
1950
195
5
19551955195
5
195
0
1
9
4
5
FLO
O
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W
A
Y SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
S
FOC FOC FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSS
SS
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SS
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S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW
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100-
Y
E
A
R

F
L
O
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P
L
A
I
N
30' STREAM BUFFERFLOO
D
W
A
Y
EXISTING
BUILDING
FFE: 1954.03'30' STREAM BUFFEROHW
OH
W
OHW
OH
W
OH
W
O
H
W
OHW
OH
W
O
H
W
O
H
W
O
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Y
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A
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SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=30'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL2.0
SITE PLAN
April 1, 2020
100% CDS NFC
SIDE RAIL (BY OTHERS)
UTILIZE EXISTING 2-WAY
DRIVE ENTRANCE(S)
EXISTING WETLAND
PARK ENTRANCE SIGN
ASPHALT PARKING (54 CARS, 4 TRAILERS)
CONCRETE SIDEWALK CIRCULATION, TYP.
CONSTRUCTED WETLAND (2,800 SF TOTAL)
TRAIN PLATFORM
PICNIC AREA
ADA PICNIC TABLE AND GRIILL
ADA PARKING (2 SPACES)
PLAY FEATURES
BOARDWALK WITH BENCHES AND
INTERPRATIVE SIGNAGE THROUGH WETLAND
CONCRETE SIDEWALK CIRCULATION, TYP.
STONE EDGE ALONG WETLAND
PLAY AREA
LAWN
ENHANCEMENT OF EXISTING WETLAND
PAVILION
GREENWAY
ENHANCED SWALE (2,380 SF TOTAL)
ORDINARY HIGH WATER LINE
PROPOSED GREENWAY EXTENSION
TEMPORARY PORTABLE TOILETS W/ SCREENING
PEDESTRIAN ENTRANCE
ENHANCED SWALE (450 SF TOTAL)
BENCH SWING
BOULDER TOE BANK STABILIZATION
16-FOOT WIDE ROAD OVER WETLAND
RIVERSIDE PICNIC AREA W/ TABLES AND GRILLS
TRAIL KIOSK
BOAT RAMP AND TURN-AROUND
BEACH PLAY AREA
PROPOSED GREENWAY EXTENSION
NATURAL SURFACE TRAIL
NATURAL SURFACE TRAIL
WASTE RECEPTACLES
0
N
60'30'15'
SCALE: 30'-0"
Know what's below.
before you dig.Call
R
DISCONNECTED DOWNSPOUT GARDEN
DISCONNECTED DOWNSPOUT GARDEN
WASTE RECEPTACLES
ONE-WAY DO NOT ENTER
GUARDRAIL
LEGEND
PROPERTY BOUNDARY
LIMITS OF DISTURBANCE
PIPE
SWALE
STREAM BUFFER
WETLAND
TEMPORARY MULCH TRAIL
FOC FOC FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCW
W
W
W
W
W W
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W
W
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+
PHASE 1
ALL PROJECT ACTIVITY SHALL BE CONFINED TO THE AREA WITHIN THE LIMITS OF DISTURBANCE
WORK TASKS:
·ESTABLISH CONSTRUCTION ACCESS, STAGING AREAS, & BORROW/WASTE DISPOSAL AREAS (TO REMAIN
UNTIL THE COMPLETION OF PHASE 2 (P2))
·MARKED POWER POLES TO BE REMOVED BY DUKE ENERGY
·TREE PROTECTION TO BE INSTALLED PRIOR TO ANY CONSTRUCTION IN GENERAL VICINITY OF ‘EXISTING
TREES TO REMAIN’
·INSTALL TEMPORARY EROSION CONTROL MEASURES
·DEMOLITION OF EXISTING FEATURES PER DEMOLITION PLAN (TREES ALONG BERM TO BE REMOVED PRIOR
TO P2 CONSTRUCTION, NOT DURING PHASE 1 (P1))
·CLEAR & GRUB SITE/ROUGH GRADING
·CLEAR ALL EXCESS AND OVERGROWN VEGETATION ALONG THE FULL LENGTH OF THE BERM
·TIMELY APPLICATION OF TEMPORARY/PERMANENT SEEDING AS NECESSARY TO STABILIZE DISTURBED SOILS
·FINE GRADING OF PARK ELEMENTS
·PAVING INCLUDING BASE COURSE FOR ALL AREAS (CIRCULATION & PARKING) TO RECEIVE ASPHALT
TREATMENT IN P2, INSTALL CONCRETE PATH
·BOARDWALK
·ADA PARKING SIGNAGE
·TRAFFIC BARRIERS (BOLLARDS, GUARDRAILS)
·PLAYGROUND, PLAY SURFACES, & PLAY ELEMENTS
·PLACE SITE FURNISHINGS TO BE RESTRICTED TO ADA PICNIC AREA (PICNIC TABLES, GRILLS, PORTABLE
TOILET SCREENING)
·TRAIN PLATFORM (SEE ARCHITECTURAL DRAWINGS)
·REMOVE ALL TEMPORARY EROSION CONTROLS. CONVERT BMPS A-D & EXPANDED WETLAND TO PERMANENT
STORMWATER CONTROLS ONCE DISTURBED AREAS HAVE BEEN STABILIZED AND COMPLETED (CLEAN OUT,
PREP SOILS, & PLANT).
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=30'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL2.1
PHASED SITE PLAN
April 1, 2020
100% CDS NFC
Know what's below.
before you dig.Call
R
0
N
60'30'15'
SCALE: 1"= 30'-0"
PRE-CONSTRUCTION
WORK TASKS:
·DUKE ENERGY TO RELOCATE POWER POLES
·OBTAIN REQUIRED PERMITS FROM ALL REGULATORY
AGENCIES REQUIRING PERMITS
PHASE 2
CONTINUE TO USE CONSTRUCTION ACCESS, STAGING AREAS, & BORROW/WASTE
DISPOSAL AREAS DESIGNATED IN P1.
TREES ALONG BERM TO BE REMOVED PRIOR TO P2 CONSTRUCTION.
ALL PROJECT ACTIVITY SHALL BE CONFINED TO THE AREA WITHIN THE LIMITS OF
DISTURBANCE.
DURING PHASE 2, NO CONSTRUCTION ACTIVITY SHALL IMPACT IMPROVEMENTS
COMPLETED AS PART OF PHASE 1
WORK TASKS:
·TREE PROTECTION TO BE INSTALLED PRIOR TO ANY CONSTRUCTION IN GENERAL
VICINITY OF ‘EXISTING TREES TO REMAIN’
·INSTALL TEMPORARY EROSION CONTROL MEASURES, INCLUDING SILT FENCE AS
NOTED ALONG SCMS PLANTED IN P1
·ROUGH GRADING
·BANK STABILIZATION
·TIMELY APPLICATION OF TEMPORARY/PERMANENT SEEDING AS NECESSARY TO
STABILIZE DISTURBED SOILS
·FINE GRADING OF PARK ELEMENTS
·BOAT RAMP (SEE ENGINEER DRAWINGS / WW1.0-5.0)
·PLACE LANDSCAPE BOULDERS & STEPPING STONES
·ADDRESS ALL AREAS (CIRCULATION & PARKING) PREPARED IN P1 THAT ARE IN NEED
REPAIR, PRIOR TO APPLYING SURFACE COAT OF ASPHALT.
·GREENWAY
·CONCRETE PATHS
·PAVILION (SEE ARCHITECTURAL DRAWINGS / A)
·APPLY FINISH COAT OF ASPHALT
·SURFACE MARKINGS (CROSSWALK, ADA MARKERS, WHEEL STOPS)
·PLACE ALL REMAINING SITE FURNISHINGS (PICNIC TABLES, GRILLS, BENCH SWING)
·SIGNAGE (DIRECTIONAL SIGNAGE, WETLAND SIGN, TRAIN PLATFORM SIGN, ENTRANCE
SIGN, TRAIL KIOSK)
·PREPARE & AMEND ALL SOILS FOR PLANTING
·INSTALL ALL PLANTS, APPLY APPROPRIATE TOP DRESSING AND MULCH, WATER-IN
·REMOVE ALL TEMPORARY EROSION CONTROLS.
FUTURE PHASE
FUT
U
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P
H
A
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EXISTING BUSINESS
OUTSIDE PROJECT SCOPE
1955
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100-
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30' STREAM BUFFERFLOO
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EXISTING
BUILDING
FFE: 1954.03'30' STREAM BUFFER500-
Y
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3°
24'
5'10'-7"TYP.
R49'-3"
R49'-3"
R67'-4"
15'-5"R96'
-9"
1955
FLO
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FOC FOC FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCW
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100-
Y
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30' STREAM BUFFERFLOO
D
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EXISTING
BUILDING
FFE: 1954.03'30' STREAM BUFFER500-
Y
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8'-10"18'
4'-6"
1
'
-
9
"
3
'
-
1
"
24'66'R8'-11"R3' TYP.R5' TYP.
R
3
'

T
Y
P
.
120°
150°
30°
9'
57'9'
-10"
136°38'-2"71'-7
"
30'-7"34'-2"
R
1
2
1
'
-
5
"
73'-9
"12'-2"5'-10"80'-1
"
15'
3'-10
"
83'-6
"
5'-3"
2'-11
"
16'
R57'-1"
24'-8"66'-8"13
'1'-5"23'-4
"
22'-2"
R36'-1"R50'96'-3"
63'-1"203'-7"R6
'
R5'
R5'9'-9"R79'
-2
"
6
'
52'-10"
16'-9"139'-3"257'-
4
"R5'8'9'-6"18'
3'
6'-2"62'-10"9'-2"4
3
'
-
2
"
49'8'-6"5'-6"3'-1"R10'6'-6"22'-4"SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=30'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL3.0
P1
LAYOUT &
MATERIALS
April 1, 2020
100% CDS NFC
4
L9.5 PICNIC TABLE
2
L9.5ADA PICNIC TABLE
9
L9.4STEPPING STUMPS PLAY ELEMENT
1
L9.0
CONCRETE PATH
(ADJACENT TO WETLAND)
8
L9.4CLIMBING BOULDERS PLAY ELEMENT
2
L9.3DROP INLET
1
L9.3OUTFALL PROTECTION
4
L9.2 QUADRUPLE CULVERT HEADWALL
TRAIN PLATFORM (SEE SHEET A0.1)
1
L9.5 PORTABLE TOILET SCREENING
3
L9.5 BOLLARD, TYP.
MULCH PATH
CONSTRUCTED WETLAND7
L9.2
6
L9.2
WEIR
2
L9.0
ASPHALT PAVING
(STANDARD CONDITION, TYP.)
5
L9.2
TREATMENT SWALE
5
L9.2TREATMENT SWALE
CL
CL
CL
NOTE: ROAD NARROWS
HERE DUE TO SITE
CONSTRAINTS AND TO
HOLD THE EDGE OF THE
EXISTING PAVEMENT
CL
CL
5'-3"
5
L9.5ADA COMPATIBLE STAND UP GRILL
6
L9.4
PEA GRAVEL SURFACE
WITH METAL EDGING
8
L9.0TIMBER GUARDRAIL
0
N
60'30'15'
SCALE: 30'-0"
Know what's below.
before you dig.Call
R
SEE SHEET L3.1 FOR ENLARGEMENTSEE SHEET L3.1 FOR ENLARGEMENT6
L9.2
WEIR
1
L9.0
CONCRETE PATH
(WETLAND ADJACENT, TYP.)
1
L9.0
CONCRETE PATH
(SUPPORT 80,000 LBS., TYP.)
2
L9.0
ASPHALT PAVING
(ADJACENT TO WETLAND, TYP.)
1
L9.0
CONCRETE PATH
(STANDARD CONDITION, TYP.)
EXISTING ASPHALT TO BE SAW CUT
AND REMOVED FROM PROPOSED
LANE, NORTH TO EDGE OF PAVEMENT
NOTE: ALL ASPHALT PAVING TO INCLUDE
INTERMEDIATE COURSE DURING PHASE 1. FOR
PHASE 2 ADDRESS ALL AREAS THAT NEED REPAIR
BEFORE APPLYING SURFACE COAT.
6
L9.0 ADA PARKING SIGN, TYP.
LEGEND
PROPERTY BOUNDARY
LIMITS OF DISTURBANCE
PIPE
SWALE
STREAM BUFFER
WETLAND
43'-2"
49'
SS
SS
SS
SS
SS
SS
SS
SS
SS1953 18'-2"
11' MI
N.
6' MI
N.
1'-6"
1
'
3'-3"
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONTOWN OF WOODFINSILVER-LINE PARKWoodfin, North Carolina100% CDS NFC
AS SHOWN
L3.1
P1 LAYOUT
& MATERIAL
ENLARGEMENTS
April 1, 2020
SCALE: 1" = 5'-0"
BOARDWALK LAYOUT1
SCALE: 1" = 5'-0"
PLAY AREA LAYOUT2
27'-3"
28'
11'-7"
20'2'6'6'4'-10"6'R5'1
L9.4 PLAYGROUND SIGN
2
L9.4 STACKED TRUNKS
2
L9.4 CULVERT TUNNEL
3
L9.0 FLUSH CONCRETE CURB EDGING
4
L9.4
RUBBERIZED SURFACE (BLUE: SEE
SPECIFICATION PACKAGE)
6
L9.4
SUNKEN PIRATE SHIP
7
L9.4
GROUP SWING
8
L9.4
PLAY BOULDERS
5
L9.4
PEA GRAVEL SURFACE
2
L9.2 UNDERDRAIN, TYP.
BOARDWALK SCHEMATIC1
L9.1
R109'-
8"
R68'-4"
45'-11"
R74'-5"
9'-5"
EXISTING UTILITY
POLE TO BE
REMOVED BY DUKE
PRIOR TO
CONSTRUCTION
LANDSCAPE BOULDER, TYP.8
L9.2
INTERPRETIVE SIGNAGE5
L9.1
FALL ZONE
4'-10"11"6'-5"11"BASIC OMEGA BENCH
(SEE SPECIFICATIONS PACKAGE)
0
N
10'5'2.5'
SCALE: 1" = 5'-0"
0
N
10'5'2.5'
SCALE: 1" = 5'-0"
Know what's below.
before you dig.Call
R
FRO
N
T
FRONT3'-5"54'
-8
"
WETLAND
6
L9.5
DRINKING FOUNTAIN
(SEE ALSO P0.0)
PORTA-JOHNS
19551955
1955
19551955
1950
195
5
19551955195
5
195
0
1
9
4
5
FLO
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FOC FOC FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCW
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
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100-
Y
E
A
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L
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P
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A
I
N
30' STREAM BUFFERFLOO
D
W
A
Y
EXISTING
BUILDING
FFE: 1954.03'30' STREAM BUFFER500-
Y
E
A
R

F
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LODLODLO
D
1954
1952
195
3
195
2
1954
1955
1953
1951
1950 1953195219541952 1951R I V
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+1953FFE: 1960.27'
FFE: 1957.74'
1954.84'
1954.96'
HP 1953.55'
1954.70'
1955.06'
1954.34'
1953.98'1.0%
1.0%
1.0%1953.64'
1953.30'
1953.64'
1953.64'
1953.44'
1953.44'
1953.53'1953.80'
1951.85'
1952.50'
1953.64'
1953.62'
1952.00'
1953.00'
1957.80'
1955.80'
1953.53'
1953.71'
1954.15'
1953.35'
HP 1953.33'
LP 1951.84'
WEIR 1952.64'
WEIR 1952.64'
1953.85'
1953.55'
1952.89'
1952.10'
1952.10'
1950.95'
1953.97'
1953.68'
1953.64'
1953.88'
1954.80'
1954.80'
1.8%
1.0%
1.0%
1.0%
1.0%
1953.75'
1954.30'
LP 1954.55'
1963.50'
1953.64'
1954.05'
1954.05'
1954.05'
HP 1954.13'
1953.83'
1953.54'
1953.79'
1953.79'
1953.84'
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=30'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL4.0
P1 GRADING PLAN
April 1, 2020
100% CDS NFC
GENERAL NOTES:
1.TOPOGRAPHY MAY HAVE SHIFTED SINCE SURVEY.
2.SITE VERIFICATION MAY BE NECESSARY DURING CONSTRUCTION.
3.DO NOT GRADE WITHIN 25' OF HIGH TRANSMISSION POLES WITHOUT BARRIER AND
10' OF TRANSMISSION POLE WITH VEHICLE BARRIER AS SHOWN ON PLAN.
4.DO NOT GRADE WITHIN 7 1
2 ' OF DISTRIBUTION POLES AS SHOWN ON PLAN.
SEE SHEET L4.1 FOR ENLARGEMENT
RIM ELEV.: 1952.75
INV. IN ELEV. 1949.75
INV. OUT ELEV. 1949.25
RIM ELEV.: 1950.50
INV. IN ELEV. 1948.25
INV. OUT ELEV. 1947.00
RIM ELEV.: 1953.00
INV. IN ELEV. 1949.80
INV. OUT ELEV. 1948.20
Know what's below.
before you dig.Call
R
0
N
60'30'15'
SCALE: 1"= 30'-0"
"DO NOT GRADE" ZONE PER DUKE
ENERGY REGULATIONS, TYP.
SEE NOTES ON THIS SHEET
LEGEND
PROPERTY BOUNDARY
LIMITS OF DISTURBANCE
PIPE
SWALE
STREAM BUFFER
WETLAND
1953LP GROUND SURFACE ELEV.: 1953.00
GRAVEL SURFACE ELEV.: 1953.50
GROUND SURFACE ELEV.: 1953.84
GRAVEL SURFACE ELEV.: 1954.09
GROUND SURFACE ELEV.:
1953.27
GRAVEL SURFACE
ELEV.:1954.20
GROUND SURFACE ELEV.: 1953.82
GRAVEL SURFACE ELEV.: 1954.57
LP GROUND SURFACE ELEV.: 1954.00
GRAVEL SURFACE ELEV.: 1954.28
LP GROUND SURFACE ELEV.:1953.03
GRAVEL SURFACE ELEV.:1953.78
GROUND SURFACE ELEV.: 1953.41
GRAVEL SURFACE ELEV.: 1954.16
GROUND SURFACE ELEV.: 1953.25
GRAVEL SURFACE ELEV.: 1953.35
HP 1954.71
1953.79
1953.86
1954.05
1954.57
1953.35
1953.24
1953.86
LP GROUND SURFACE ELEV.:1953.05
GRAVEL SURFACE ELEV.:1953.60
GROUND SURFACE ELEV.: 1953.27
GRAVEL SURFACE ELEV.: 1954.02
1953.86
1953.86
1953.52
1953.55
HP GROUND SURFACE ELEV.: 1953.82
GRAVEL SURFACE ELEV.: 1954.57
1954.15
1954.25
1953
1952
MIN. 1%
MIN. 1%
MIN. 1%
1952.85
1952.5
19541953MIN. 1%
MIN. 1%
1953.55
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=5'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL4.1
P1 GRADING PLAN
ENLARGEMENTS
April 1, 2020
100% CDS NFC
GENERAL NOTES:
1.SUB-PEA GRAVEL SURFACE ELEVATIONS ARE NOTED IN ADDITION TO SURFACE
SPOTS TO IDENTIFY PRECISE MOVEMENT OF WATER AND FALL ZONE DEPTHS.
2.TOPOGRAPHY MAY HAVE SHIFTED SINCE SURVEY.
3.EXISTING TOPOGRAPHY IS PRELIMINARY.
4.SITE VERIFICATION MAY BE NECESSARY DURING CONSTRUCTION.
FALL ZONE, GRAVEL TO HAVE A 9" TO 12"
DEPTH
0
N
10'5'2.5'
SCALE: 1"= 5'-0"
Know what's below.
before you dig.Call
R
1955
FLO
O
D
W
A
Y
SFHA SFHA SFHA SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA SFHA SFHA
SFHA
SFHA
SFH
A
SFHA
SFHA
SFHA
SFHASFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SF
H
A
SF
H
A
SF
H
A
SF
H
A
SF
H
A
S
F
H
A
S
F
H
A
S
F
H
A
S
F
H
A
FOC FOC FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOC100-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
30' STREAM BUFFERFLOO
D
W
A
Y
EXISTING
BUILDING
FFE: 1954.03'30' STREAM BUFFEROH
W
OH
W
OHW
OH
W
OH
W
O
H
W
OHW
OH
W
O
H
W
O
H
W
O
H
W
500-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
DNDN
LODLO
D
LOD
LODLODLO
D
1954
1952
195
3
195
2
1954
1955
1953
1951
1950 1953195219541952 1951R I V
E

R

S

I

D

E

D

R

I

V

E
+1953SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=30'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL5.0
P1 STORMWATER
PLAN
April 1, 2020
100% CDS NFC
PIPE (6)
SWALE
(ENHANCED TREATMENT SWALE
BMP G)
SWALE (A)
SWALE (C)
ALL PROPOSED IMPERVIOUS
SURFACES
(GRAY HATCHED AREA)
CONCRETE DROP INLET
TYP. (INLET 1)
RIM ELEV.: 1952.60
2
L9.3
PIPE (5)
CONCRETE DROP INLET
TYP. (INLET 2)
RIM ELEV.: 1950.50
2
L9.3
PIPE (1)
PIPE (2)
BIORETENTION-
ENHANCED DRY POND (BMP B)
CONSTRUCTED WETLAND
(BMP D)
BIORETENTION-
ENHANCED DRY POND (BMP H)
DISCONNECTED DOWNSPOUT
PLANTED RECEIVING AREA
(BMP E)
WEIR (2)
WEIR (1)
PIPE (3)
PIPE (4)
PIPE (7)
CONCRETE DROP INLET
TYP. (INLET 3)
RIM ELEV.: 1953.00
2
L9.3
NOTE: PIPE TO BE CUT AND ARMORED
WITH THE RIPRAP AT THE BOAT RAMP IN
PHASE TWO
0
N
60'30'15'
SCALE: 30'-0"
Know what's below.
before you dig.Call
R
NOTE: SEE SITE DRAINAGE DIAGRAM AND SUB-WATERSHED
DIAGRAM ON SHEET L0.3
FRE
N
C
H

B
R
O
A
D

R
I
V
E
R
1
L9.3OUTFALL PROTECTION
1
L9.3
OUTFALL PROTECTION
CLIENT:Town of Woodfin
CONTACT:Town of Woodfin
90 Elk Mountain Rd
Asheville NC 28804
[phone]
ADDRESS:1054 Riverside Drive
Asheville / Woodfin, NC 28804
COUNTY: Buncombe
COORDINATES:Latitude: 35.626462° N
Longitude: -82.582327° W
PIN(s):9730512998; 9730524113
DEED
REFERENCE:Book 5027 Page 802
RIVER BASIN:French Broad
STREAM
CLASSIFICATION:B: Primary Recreation, Fresh Water
TOTAL ACREAGE:5.35 AC
DISTURBED AREA:4.46 AC
PERCENT DISTURBED:83%
FEMA PANEL No:370380
PROPOSED IMPERVIOUS
SURFACE, BOTH PHASES:
0.82 AC
LEGEND
PROPERTY BOUNDARY
LIMITS OF DISTURBANCE
PIPE
SWALE
STREAM BUFFER
WETLAND
P2
1955 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
DNDN
LOD
1954LODFFE
1954.55'
LP
1954.05'
1955
1954
1953
195219531954BLACK GUM (NYSS)
REDBUD (CERC)
INKBERRY HOLLY (ILEG)
FOTHERGILLA (FOTG)
SWEETSPIRE 'LITTLE HENRY' (ITEV)
NINEBARK 'GINGER WINE' (PHYO)
BUTTON BUSH (CEPO)
ELDERBERRY (SAMN)
RED OAK (QUER)
RIVER BIRCH (BETN)
BLUE GRAMA GRASS 'BLONDE AMBITION' (BOUG)
LAWN SEED MIX
COMMON RUSH (JUNC)
RIVER OATS (CHAL)
SALLOW SEDGE (CARL)
SWITCHGRASS 'SHENENDOAH' (PANV)
THREAD-LEAF BLUE STAR (AMSH)
FOX SEDGE (CARV)
BLUE FLAG IRIS (IRIV)
IRONWEED (VERN)
RASPBERRY MONARDA (MOND)
SWAMP HIBISCUS (HIBM)
NEW ENGLAND ASTER 'PURPLE DOME' (SYMN)
GOLDENROD 'FIREWORKS' (SOLR)
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=20'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL6.0
P1 PLANTING PLAN
April 1, 2020
100% CDS NFC
TREE & SHRUB PLANTING LEGEND
0
N
40'20'10'
SCALE: 20'-0"
Know what's below.
before you dig.Call
R
HERBACEOUS PLANTING LEGEND
56-CHAL
258 -CARL
21-PANV
1-BETN
116-BOUG
5-ILEG
1-CERC
9-HIBM
241-CARL
60-CHAL
11-SOLR
5-ILEG
9-HIBM
3-SAMN
11-VERN
7-ITEV
1-CEPO
11-SOLR
3-CEPO
7-SOLR
7-ITEV
350-JUNC
874-CARL
282-CARV
18-MOND
1-SAMN
113-CHAL
493-JUNC
616-CARV
453-JUNC
6-HIBM
120-CHAL
269-CARL
7-PANV
3-ILEG
9-MOND
7-SOLR
25-IRIV
NOTE: SEE PLANTING DETAILS L16.4 AND PLANTING NOTES L0.1
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
S
S
S
S
S
FOC FOC FOC FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW
W
W
W
W
W
W
W
LODLO
D
LOD
+
BLACK GUM (NYSS)
REDBUD (CERC)
INKBERRY HOLLY (ILEG)
FOTHERGILLA (FOTG)
SWEETSPIRE 'LITTLE HENRY' (ITEV)
NINEBARK 'GINGER WINE' (PHYO)
BUTTON BUSH (CEPO)
ELDERBERRY (SAMN)
RED OAK (QUER)
RIVER BIRCH (BETN)
BLUE GRAMA GRASS 'BLONDE AMBITION' (BOUG)
LAWN SEED MIX
COMMON RUSH (JUNC)
RIVER OATS (CHAL)
SALLOW SEDGE (CARL)
SWITCHGRASS 'SHENENDOAH' (PANV)
THREAD-LEAF BLUE STAR (AMSH)
FOX SEDGE (CARV)
BLUE FLAG IRIS (IRIV)
IRONWEED (VERN)
RASPBERRY MONARDA (MOND)
SWAMP HIBISCUS (HIBM)
NEW ENGLAND ASTER 'PURPLE DOME' (SYMN)
GOLDENROD 'FIREWORKS' (SOLR)
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=20'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL6.1
P1 PLANTING PLAN
April 1, 2020
100% CDS NFC
TREE & SHRUB PLANTING LEGEND
HERBACEOUS PLANTING LEGEND
28-PANV
3-CEPO
28-CHAL
216-JUNC
3-PHYO
110-CARL
3-ILEG
16-PANV
17-VERN
30-CHAL
824-CARV (ENTIRE SWALE)
7-IRIV
3-ILEG
7-VERN
35-CHAL
11-VERN
22-CHAL
3-ILEG
22-CHAL
3-ILEG 524-JUNC
11-PANV
225-CARV
3-PHYO
52-CHAL
3-ILEG
7-ILEG
30-PANV
8-HIBM
3-CEPO
416-CARV
5-ILEG
3-PHYO
663-CARL
10-ITEV
47-CHAL
375-CARV
22-IRIV
53-CHAL
11-IRIV
7-HIBM
388-JUNC
3-FOTG
48-CHAL
1-CERC
257-BOUG
8-ILEG
23-IRIV
0
N
40'20'10'
SCALE: 20'-0"
Know what's below.
before you dig.Call
R
NOTE: SEE PLANTING DETAILS L16.4 AND PLANTING NOTES L0.1
19551955
1955
19551955
1950
195
5
19551955195
5
195
0
1
9
4
5
FLO
O
D
W
A
Y
SFHA SFHA SFHA SFHA SFHA SFHA SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA SFHA SFHA
SFHA
SFHA
SFH
A
SFHA
SFHA
SFHA
SFHASFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SF
H
A
SF
H
A
SF
H
A
SF
H
A
SF
H
A
S
F
H
A
S
F
H
A
S
F
H
A
S
F
H
A
FOC FOC FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOC100-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
30' STREAM BUFFERFLOO
D
W
A
Y
EXISTING
BUILDING
FFE: 1954.03'30' STREAM BUFFEROH
W
OH
W
OHW
OH
W
OH
W
O
H
W
OHW
OH
W
O
H
W
O
H
W
O
H
W
500-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
DNDN
LODLO
D
LOD
LODLODLO
D
1954
1952
195
3
195
2
1954
1955
1953
1951
1950 1953195219541952 1951R I V
E

R

S

I

D

E

D

R

I

V

E
+1953SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=30'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL7.0
P1 EROSION &
SEDIMENT
CONTROL
April 1, 2020
100% CDS NFC
GENERAL NOTES:
1.TOPOGRAPHY MAY HAVE SHIFTED SINCE SURVEY.
2.EXISTING SITE TOPOGRAPHY IS PRELIMINARY.
3.SITE VERIFICATION MAY BE NECESSARY DURING CONSTRUCTION.
4.DO NOT GRADE WITHIN 25' OF HIGH TRANSMISSION POLES WITHOUT BARRIER AND
10' OF TRANSMISSION POLE WITH VEHICLE BARRIER.
5.DO NOT GRADE WITHIN 7 1
2 ' OF DISTRIBUTION POLES.
SILT FENCE FLARED UP AT ENDS TO
CONTAIN SEDIMENT(TYP)
OUTLET PROTECTION
DISTURBANCE BOUNDARY
DESCRIPTIONSYMBOL
SEDIMENT TUBE INLET PROTECTION
TREE PROTECTION FENCE
SILT FENCE
PROPOSED DRAINAGE PATTERNS
TEMPORARY CHECK DAM
EROSION CONTROL LEGEND
SEDIMENT TUBE
CONSTRUCTION ENTRANCE
DTL #
TEMPORARY SEED
DIVERSION DITCH
0
N
60'30'15'
SCALE: 30'-0"
Know what's below.
before you dig.Call
R
ROCK CHECK AT PROPOSED WEIR
LOCATIONS, (TYP)
DURING CONSTRUCTION, DROP INLET
TO BE SET 3-6" ABOVE GRADE.
FUTURE BIORETENTION CELL AREAS TO
BE TEMPORARY SEDIMENT BASINS
DURING CONSTRUCTION
CONSTRUCTION SEQUENCE
1.ON-SITE PRE-CONSTRUCTION MEETING.
2.CLEARING & GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER
CONTROLS (E.G. SILT FENCE AND CONSTRUCTION ENTRANCE).
3.INSTALLATION OF PERIMETER CONTROLS (E.G. SILT FENCE, CONSTRUCTION
ENTRANCE, WETLAND).
4.CLEARING AND GRUBBING AS NECESSARY FOR CONSTRUCTION MAINTENANCE
AREA INSTALLATION OF STORMWATER CONTROL MEASURES (SCMS).
5.INSTALLATION OF REMAINING EROSION CONTROL MEASURES INCLUDING SCMS
6.SCM OUTFALL STRUCTURES TO BE SET 3-6" ABOVE GRADE DURING
CONSTRUCTION AND SURROUNDED BY SEDIMENT CONTROL MEASURES TO
REDUCE PONDING.
7.REMAINING CLEARING AND GRUBBING OF SITE AS NECESSARY FOR CONSTRUCTION
(SEDIMENT AND EROSION CONTROL MEASURES FOR THESE AREAS MUST ALREADY
BE INSTALLED).
8.TEMPORARY SEEDING OF ALL SCMS (SCMS TO ACT AS TEMPORARY SEDIMENT
TRAPS DURING CONSTRUCTION)
9.ROUGH AND FINE GRADING OF PARK ELEMENTS
10.MAINTAIN EROSION CONTROL DEVICES INCLUDING SCMS
11.REMOVAL OF TEMPORARY SEDIMENT & EROSION CONTROL MEASURES AFTER
ENTIRE AREA DRAINING TO THE STRUCTURE IS STABILIZED.
12.REMOVE EXCESS SEDIMENT IN SCMS A-D AND THE EXPANDED WETLAND AND
FINE GRADE SHOWN IN DETAILS AND PLAN.
13.INSTALL PERMANENT OUTFALL STRUCTURES TO PLANNED ELEVATIONS.
14.PLANT SCMS A-D AND EXPANDED WETLAND ACCORDING TO PLANTING PLAN.
15.SUBMIT NOTICE OF TERMINATION WHEN SITE IMPROVEMENTS ARE
COMPLETED.
CONSTRUCTION STAGING AREA TO
INCLUDE CONCRETE WASHOUT
L8.6
L8.1
L9.3.1
L9.6.1
L8.5
L8.7
L8.8
L8.2
CLIENT:Town of Woodfin
CONTACT:Town of Woodfin
90 Elk Mountain Rd
Asheville NC 28804
[phone]
ADDRESS:1054 Riverside Drive
Asheville / Woodfin, NC 28804
COUNTY: Buncombe
COORDINATES:Latitude: 35.626462° N
Longitude: -82.582327° W
PIN(s):9730512998; 9730524113
DEED
REFERENCE:Book 5027 Page 802
RIVER BASIN:French Broad
STREAM
CLASSIFICATION:B: Primary Recreation, Fresh Water
TOTAL ACREAGE:5.35 AC
DISTURBED AREA:4.46 AC
PERCENT DISTURBED:83%
FEMA PANEL No:370380
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL8.0
P1 EROSION &
SEDIMENT
CONTROL DETAILS
April 1, 2020
100% CDS NFC
INSTALLATION:
1.SILT FENCES SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
2.INSTALL MINIMUM 10' (OR GREATER AS SPECIFIED ON PLANS) CHECKS (TIE-BACKS) AT END TO
PREVENT FLOWS FROM BY-PASSING SILT FENCE, AND EVERY 50'-100' WHERE SILT FENCE IS
INSTALLED WITH SLOPE AND CONCENTRATED FLOWS ARE EXPECTED ALONG FENCE.
3.SILT FENCE SLURRY FLOW RATE TO BE 0.3 GPM/FT², LESS THAN THE CLEAR WATER FLOW RATE OF
10 GPM/FT².
1.INSPECT AND REPAIR SILT FENCE AT LEAST ONCE EVERY CALENDAR WEEK..
2.SEDIMENT SHALL BE REMOVED WHEN IT IS 1/3 THE HEIGHT OF THE SILT FENCE.
3.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT
OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
4.UPON PROJECT COMPLETION, THE SILT FENCE SHALL BE REMOVED AND HAULED OFF-SITE. ANY
DEPOSITED SEDIMENT SHALL BE PROPERLY GRADED AND SEEDED.
COMPACTED
EARTH
24" MIN.18" TO 24"6 F
T
.

M
A
X
I
M
U
M

S
P
A
C
I
N
G
BURY AT LEAST 12 INCHES
OF FILTER FABRIC
HEAVY DUTY PLASTIC TIES
(EVENLY SPACED, RESTRICTED
TO TOP 8 INCHES OF FABRIC)
MIRAFI 100X SILT FENCE FABRIC
(OR ENGINEERING APPROVED
EQUAL - SEE NOTE #3)
BACKFILL TRENCH
WITH COMPACTED
EARTH
FILTER FABRIC
ISOMETRIC VIEW
1.25 LB./LF STEEL POST
SF SF
WIRE-BACKED
TY
P
E

S

(
S
E
N
S
I
T
I
V
E
)

-

4

F
T
.

M
A
X
I
M
U
M

S
P
A
C
I
N
G
NOTE:
TYPE S (SENSITVE) FENCE
REQUIRES WOVEN WIRE
FENCE OR ALTERNATE
BACKING
SEE SILT FENCE DETAIL FOR
INSTALLATON, INSPECTION, AND MAINTENANCE
NOTES.
SEE SEDIMENT TUBE DETAIL FOR
INSTALLATON, INSPECTION, AND MAINTENANCE NOTES.
INSTALLATION:
1.INSTALL SEDIMENT TUBES BY LAYING THEM FLAT ON THE GROUND. CONSTRUCT A SMALL TRENCH TO A DEPTH
THAT IS 20% OF THE SEDIMENT TUBE DIAMETER. LAY THE SEDIMENT TUBE IN THE TRENCH AND COMPACT THE
UPSTREAM SEDIMENT TUBE SOIL INTERFACE. INSTALL ALL SEDIMENT TUBES SO NO GAPS EXIST BETWEEN THE
SOIL TO PREVENT FLOW AND SEDIMENT FROM PASSING THROUGH THE FIELD JOINT. NEVER STACK SEDIMENT
TUBES ON TOP OF ONE ANOTHER.
2.SHOULD SEDIMENT TUBE BECOME DAMAGED DURING INSTALLATION, PLACE A STAKE ON BOTH SIDES OF THE
DAMAGED AREA TERMINATING THE TUBE SEGMENT AND INSTALL NEW TUBE SEGMENT.
3.INSTALL SEDIMENT TUBES USING WOODEN STAKES (1" X 1") OR STEEL POSTS (STANDARD "U" OR "T"
SECTIONS WITH A MINIMUM WEIGHT OF 1.25 POUNDS PER FOOT) A MINIMUM OF 4 FEET IN LENGTH PLACED ON
2' CENTERS. INTERTWINE THE STAKES WITH THE OUTER MESH ON THE DOWNSTREAM SIDE, AND DRIVE THE
STAKES INTO THE GROUND TO A MINIMUM DEPTH OF 2' LEAVING LESS THAN 1' OF STAKE ABOVE THE EXPOSED
SEDIMENT TUBE.
INSPECTION AND MAINTENANCE:
1.INSPECT SEDIMENT TUBES AFTER INSTALLATION FOR GAPS UNDER THE SEDIMENT TUBES AND FOR GAPS
BETWEEN THE JOINTS OF ADJACENT ENDS OF SEDIMENT TUBES. REPAIR RILLS, GULLIES, AND ALL
UNDERCUTTING NEAR SEDIMENT TUBES. SEDIMENT TUBES SHALL ALSO BE INSPECTED AT LEAST ONCE EVERY
CALENDAR WEEK.
2.REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/3 THE HEIGHT OF THE SEDIMENT TUBE.
3.LARGE DEBRIS, TRASH, AND LEAVES SHOULD BE REMOVED FROM IN FRONT OF THE SEDIMENT TUBE WHEN
FOUND
4.REMOVE AND/OR REPLACE INSTALLED SEDIMENT TUBES AS REQUIRED TO ADAPT TO CHANGING
CONSTRUCTION SITE CONDITIONS.
5.SEDIMENT TUBES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREAS ARE PERMANENTLY STABILIZED.
6.REMOVE ALL CONSTRUCTION MATERIAL AND SEDIMENT AND DISPOSE PROPERLY. BACKFILL ALL DEPRESSIONS
AND GROUND DISTURBANCES CAUSED BY THE REMOVAL OF THE SEDIMENT TUBES.
2' MAX. SPACING
2' MIN.20% OF TUBE DIAMETERCONTECH ERO-MAT OR
APPROVED EQUAL
INSTALLATION:
1.THE DITCH DEPTH AND BOTTOM WIDTH SHOWN INDICATE THE HYDRAULIC OR UNOBSTRUCTED
CROSS SECTIONAL AREA. OVERCUT CHANNEL BY 2" TO ALLOW BULKING DURING SEEDBED
PREPARATION.
2.PROVIDE 6" OVERLAP AT ALL SEAM INTERFACES.
3.DITCH SIDE SLOPES TO BE 3:1 UNLESS OTHERWISE SPECIFIED. (SEE PLANS)
4.STABILIZATION OF CONVEYANCE CHANNELS IS TO BE COMPLETED WITHIN 7 DAYS OF CHANNEL
CONSTRUCTION.
INSPECTION AND MAINTENANCE:
1.THE MAINTENANCE OBJECTIVES FOR GRASS-LINED DITCHES INCLUDE KEEPING UP THE
HYDRAULIC AND REMOVAL EFFICIENCY OF THE CHANNEL AND MAINTAINING A DENSE, HEALTHY,
GRASS COVER.
2.MAINTENANCE INCLUDES PERIODIC MOWING, WEED CONTROL, WATERING DURING DROUGHT
CONDITIONS, RE-SEEDING OF BARE AREAS, AND CLEARING OF DEBRIS AND BLOCKAGES.
3.REMOVE ACCUMULATED SEDIMENT MANUALLY TO AVOID THE TRANSPORT OF RE-SUSPENDED
SEDIMENTS IN PERIODS OF LOW FLOW AND TO PREVENT A DAMMING EFFECT FROM SAND BARS.
4.MINIMIZE THE APPLICATION OF FERTILIZERS AND PESTICIDES.
5.REPAIR DAMAGED AREAS WITH THE CHANNEL.
6.RE-SEED AS NECESSARY TO MAINTAIN A HEALTHY, THICK GRASS COVER.
UNLESS NOTED OTHERWISE
SEE
INSTALLATION
NOTE 3 BELOW
DEPTH AS SHOWN
ON PLANS (1'
MINIMUM)
LONGITUDINAL
ANCHOR TRENCH 6" MINIMUM
ANCHOR PER
MANUFACTURER
RECOMMENDATIONS
SEDIMENT TUBE INLET PROTECTION
NTS1
SEDIMENT TUBE
NTS2
TRAPEZOIDAL GRASS-LINED DITCH
NTS3
SILT FENCE
NTS5
INSTALLATION:
1.STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL
EGRESS/INGRESS A CONSTRUCTION SITE ONTO A PUBLIC ROAD OR ANY IMPERVIOUS SURFACE, SUCH AS
A PARKING LOT.
2.INSTALL A NON-WOVEN GEOTEXTILE FABRIC PRIOR TO PLACING ANY STONE.
3.INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHERE NEEDED TO PROVIDE POSITIVE DRAINAGE.
4.LIMESTONE MAY NOT BE USED FOR THE STONE PAD.
INSPECTION AND MAINTENANCE:
1.INSPECT THE CONSTRUCTION ENTRANCE AT LEAST ONCE PER CALENDAR WEEK. CHECK FOR MUD AND
SEDIMENT BUILDUP AND PAD INTEGRITY. INSPECTIONS MAY BE NEEDED TO BE MORE FREQUENT
DURING LONG PERIODS OF WET WEATHER.
2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN
OUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4.WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY,
5.IMMEDIATELY REMOVE ANY MUD OR SEDIMENT TRACKED ONTO ADJACENT IMPERVIOUS SURFACES BY
BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED WHEN THE WATER IS DIRECTED TO A
SEDIMENT TRAP OR BASIN.
6.REMOVE CONSTRUCTION ENTRANCE ONLY AFTER THE SITE HAS REACHED FINAL STABILIZATION.
PERMANENT VEGETATION SHOULD REPLACE AREAS WHERE THE CONSTRUCTION ENTRANCE HAS BEEN
REMOVED UNLESS THE AREA WILL BE CONVERTED TO AN IMPERVIOUS SURFACE TO SERVE
POST-CONSTRUCTION.
PUBLI
C
R
O
A
D
LEN
G
T
H
STONE DIAMETER 2" TO 3"
AVERAGE, 6-INCH MINIMUM
DEPTH
EDGES SHALL BE TAPERED OUT
TOWARD ROAD TO PREVENT
TRACKING OF MUD ON THE
EDGES
UNDERLYING
NON-WOVEN
GEOTEXTILE FABRIC
WIDT
H
CONSTRUCTION ENTRANCE
NTS7
INSTALLATION:
1.TEMPORARY SEDIMENT TRAPS SHALL HAVE A MAXIMUM DESIGN DEPTH OF 5.0'.
1.SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSION WHEN
THE SEDIMENT REACHES THE (1') MARK ON THE CLEANOUT STAKE. SEDIMENT SHALL BE
DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL MINIMIZE FURTHER
EROSION.
2.THE TRAP SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK AND REPAIRED MADE AS NEEDED.
3.UPON CONSTRUCTION COMPLETION, THE TRAP SHALL BE REMOVED BY GRADING THE AREA
WITH A MINIMUM SLOPE OF 0.5%. ALL RIP RAP AND ASSOCIATED MATERIALS SHALL BE HAULED
OFF THE SITE.
FILTER FABRIC INLET PROTECTION
NTS4
TEMPORARY CHECK DAM
NTS6 SUMMERFALLTEMPORARY SEEDING MUST OCCUR WHEN DENUDED AREAS WILL NOT BE
BROUGHT TO FINAL GRADE WITHIN 7 CALENDAR DAYS (SEE NOTE 3 ABOVE).
TEMPORARY SEEDING SCHEDULE
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
PARTRIDGE PEA 10
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50
lb/acre.
SEEDING DATES: May 15-Aug 15
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Feb 1-May 15
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of
50 lb/acre.
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Aug 15-Dec 30
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50 lb/acre.
SOIL AMENDMENTS: Physically or chemically treat all exotic invasive plants before amending soil. Apply lime and organic fertilizer according to soil tests or apply 4,000
lb/acre ground agricultural limestone or as recommended by soil test results.
SOIL PREPARATION: Preparation for stabilization shall not begin until all construction and utility work is complete. A North Carolina Department of Agriculture Test (or
equal) shall be obtained for all areas to be seeded. Recommended fertilizer and pH adjusting products shall be incorporated into the prepared areas. Soil impacted by
construction must be loosened prior to seeding by means of disking or raking. Seedbed shall be well-pulvarized, loose, and uniform. All stones larger than three (3) inches,
sticks, roots, and other extraneous materials shall be removed. Apply seed uniformly with a cyclon seeder, drop-type spreader, drill or hydro-seeder. Cover broadcast seed
by lightly raking, then firm surface with roller or cultipacker. Cut or disc temporary seeding cover crop prior to seeding.
SEED PREPARATION:
If banks exceed 4:1, see additional hydroseeding notes.
MULCH:
Use a spray-on growth (mulch) matrix (Flexterra FGM or equal) for all permanent seeding for all slopes greater than 3:1. For all other areas, mulch with weed free straw at
4,000 lbs per acre.
MAINTENANCE:
Mow or cut back no more than once a year. Reseed in the second year unless growth is fully adequate. Add topsoil or organic amendments if needed, till, and reseed and
mulch damaged areas immediately. Weed during first 2 years of establishment.WINTER &EARLY SPRINGGENERALSUMMERFALLTEMPORARY SEEDING MUST OCCUR WHEN DENUDED AREAS WILL NOT BE
BROUGHT TO FINAL GRADE WITHIN 7 CALENDAR DAYS (SEE NOTE 3 ABOVE).
TEMPORARY SEEDING SCHEDULE
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
PARTRIDGE PEA 10
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50
lb/acre.
SEEDING DATES: May 15-Aug 15
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Feb 1-May 15
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of
50 lb/acre.
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Aug 15-Dec 30
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50 lb/acre.WINTER &EARLY SPRINGSEE SPECIFICATIONS FOR SEED MIX DETAILS. THE SEED MIXES ABOVE IS AVAILABLE AT ERNST CONSERVATION SEEDS (800.873.3321). LOCAL
SOURCES OF SIMILAR SEED MIX MAY BE USED WITH LANDSCAPE ARCHITECT APPROVALGENERAL
1.TO ENSURE SURVIVABILITY, WATER GRASS AT LEAST WEEKLY DURING DROUGHT.
2.CONTRACTOR TO KEEP RECORD OF SEED PURCHASE AND APPLICATION RATES FOR FINAL INSPECTION (BAGS & RECEIPTS).
3.GROUND STABILIZATION REQUIRED IN (7) SEVEN DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION IN (14) DAYS
ON OTHER AREAS
4.ALL AREAS DISTURBED DURING CONSTRUCTION TO SEEDED AND STABILIZED.SUMMERFALLTEMPORARY SEEDING MUST OCCUR WHEN DENUDED AREAS WILL NOT BE
BROUGHT TO FINAL GRADE WITHIN 7 CALENDAR DAYS (SEE NOTE 3 ABOVE).
TEMPORARY SEEDING SCHEDULE
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
PARTRIDGE PEA 10
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50
lb/acre.
SEEDING DATES: May 15-Aug 15
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Feb 1-May 15
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of
50 lb/acre.
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Aug 15-Dec 30
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50 lb/acre.
SOIL AMENDMENTS:
Follow recommendation of soil tests. Use only amendments safe for riparian areas.
MULCH:
Apply 4,000 lb/acre straw. Anchor straw by tacking.
MAINTENANCE:
Refertilize if growth is not fully adequate. Topdress with 50 lb/acre of nitrogen in March (if applicable). If it is necessary to extend temporary cover beyond June 15th
overseed with mixes provided. Reseed, re-fertilize and mulch immediately following erosion or other damage.
PERMANENT SEEDING SCHEDULEWINTER &EARLY SPRINGPERMANENT SEEDING MUST OCCUR WITHIN 14 CALENDAR DAYS OF FINAL GRADING.
COVER CROPS (TEMPORARY SEEDING) TO BE ADDED TO PERMANENT SEEDING MIXES IF NO TEMPORARY SEEDING HAS BEEN PLACED PREVIOUSLY .
SEEDING MIXES: RATE (LB/ACRE)
CONSERVATION MIX (ERNMX 114)20GENERAL
SEEDING SCHEDULE
NTS8
CONCRETE CURB
GROUND OR PAVEMENT SURFACE
(SURFACES VARY, SEE PLAN)12" (MIN.)
CABC STONE 6" (MIN.)
R=1"
ADJACENT CONDITION
31"21"41"6' SPACING (TYPICAL)FRONT ELEVATION
POST CONNECTION
NOT TO SCALE
TYPICAL GUARDRAIL SECTION
1:10 SLOPE OR FLATTER *(SEE
NOTE 3 FOR STEEPER SLOPES)
NOTES:
USE TIMBARRIER™ STREETGUARD™ (OR APPROVED EQUAL)
1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
2.DO NOT SCALE DRAWINGS.
3.IF TOP OF SLOPE IS CLOSER THAN 24" INCREASE POST LENGTH TO 7'.
4.DRIVE POST OR AUGER, BACKFILL WITH NATIVE SOIL AND COMPACT
EVERY 12".
5.ALL TIMBER #1 S4S SOUTHERN PINE, PRESSURE TREATED: AWPA-C14,
WOOD FOR USE IN HWY. CONSTRUCTION.
6.TYP. POST 8"X8"X6' - TYP. RAIL: 4"X12"X11'-11 1
2".
7.FASTENSERS: ASTM A307; A242; F436 TYPE 3; A563 DH3.
8.TIMBERBARRIER™ SPLICE PLATE AND PLATE WASHER ASTM-A588.
9.UNDER EACH BOLT HEAD ON FACE OF RAIL, INSTALL ONE 7
8" WASHER.
10.REFER TO MANUFACTURER'S DRAWINGS ON TERMINAL DETAILS.
11.THIS GUARDRAIL IS DESIGNED FOR STREET WITH A MAXIMUM DESIGN
OF 25 MPH.
HANDICAP PARKING U-CHANNEL POST
MOUNT WITH 5/16"x2 1/4" BOLTS
TOP & BOTTOM OF SIGN
SIGN TYPE R7-8A
METAL POST
FINISH GRADE
CONCRETE FOOTING
SIGN TYPE R7-8D, 1 REQ.
AT EACH H-CAP SPACE
STEEL ENCASED CONCRETE BOLLARD
PAINTED SAFETY YELLOW
4" WHITE REFLECTIVE TAPE
U-CHANNEL POST
MOUNT WITH 5/16"x2 1/4" BOLTS
TOP & BOTTOM OF SIGN
SEE PLAN FOR SIGN TYPE
METAL POST
FINISH GRADE
CONCRETE FOOTING
SIGNS:
1.ALL SIGNS TO BE ENGINEERING GRADE,
REFLECTIVE.
2.SEE PLAN FOR MUTCD NAME
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL9.0
P1 PAVING
DETAILS
April 1, 2020
100% CDS NFC
ASPHALT PAVING
NTS2
CONCRETE PATH
NTS1
BROOM FINISH CONCRETE
FIBER MIXED INTO CONCRETE
FOR REINFORCEMENT
4"2"CABC
COMPACTED SUBGRADE
NOTES:
1.CONCRETE WALKS AND PADS TO BE FLUSH WITH FINISH GROUND ELEVATION.
2.NATURAL OR COMPACTED FILL SUBGRADE MATERIALS SHALL HAVE A LIQUID
LIMIT (LL) LESS THAN 50 AND A PLASTICITY INDEX (PI) OF LESS THAN 10.
3.PLACE A 1
8" SAW JOINT AS SPECIFIED ON PLAN TO 1 1
2" DEPTH.
4.PLACE A 1
8" EXPANSION JOINT EVERY 48-52' AND FILL WITH PRE-MOULDED EXPANSION
5.SLOPE SLAB TO DRAIN 1-2% MAXIMUM PER SITE CONDITIONS.
6.CONCRETE STRENGTH SHALL BE 4000 PSI.
7.BROOM FINISH EXPOSED CONCRETE SURFACE PERPENDICULAR TO PEDESTRIAN TRAFFIC
FLOW.
8.THIS DETAIL REFERENCES PATHWAYS, SIDEWALKS, AND PADS NOT OTHERWISE NOTED AS
ADJACENT TO WETLAND OR NEEDING TO SUPPORT LARGE VEHICLES
9.SEE THE LAYOUT & MATERIALS PLAN FOR CONTROL JOINT LOCATIONS.
EXTEND BASE COURSE 6"
BEYOND EDGE OF ASPHALT
12" COMPACTED SUBGRADE
TO 95% ASTM D 698, (TYP.)
PRIME COAT
6"
8" AGGREGATE BASE COURSE (TYPE "ABC")
TACK COAT
PROPOSED 2.5" ASPHALT CONCRETE
INTERMEDIATE COURSE, TYPE I19.0B
PROPOSED 1.5" ASPHALT CONCRETE SURFACE
COURSE, TYPE SF9.5A
4"
NOTES:
1.ALL PAVING WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
LATEST EDITION OF D. O. T. STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES.
2.ALL ASPHALT PAVEMENT AND STONE BASE THICKNESS SPECIFIED SHALL BE AFTER
COMPACTION.
3.SUBGRADE AND STONE BASE SHALL BE MECHANICALLY COMPACTED (ROLLED) TO
THE DENSITY OF NATURAL AND UNDISTURBED SOILS (APPROX. 95% OF THE MAXIMUM
DENSITY IN ACCORDANCE WITH ASTM D698, MODIFIED PROCTOR.).
4. PAVEMENT SECTION FOR PAVING UP TO NCDOT RIGHT OF WAY LIMIT.
STANDARD CONDITION ADJACENT TO WETLAND SUPPORT 80,000 LB. LOAD
STANDARD CONDITION ADJACENT TO WETLAND
FLUSH CONCRETE CURB EDGING
NTS3
BROOM FINISH CONCRETE
FIBER MIXED INTO CONCRETE
FOR REINFORCEMENT
4"2"CABC
NOTES:
1.CONCRETE WALKS AND PADS TO BE FLUSH WITH FINISH GROUND
ELEVATION.
2.NATURAL OR COMPACTED FILL SUBGRADE MATERIALS SHALL HAVE A LIQUID
LIMIT (LL) LESS THAN 50 AND A PLASTICITY INDEX (PI) OF LESS THAN 10.
3.PLACE A 1
8" SAW JOINT AS SPECIFIED ON PLAN TO 1 1
2" DEPTH.
4.SLOPE SLAB TO DRAIN 1-2% MAXIMUM PER SITE CONDITIONS.
5.CONCRETE STRENGTH SHALL BE 4000 PSI.
6.BROOM FINISH EXPOSED CONCRETE SURFACE PERPENDICULAR TO PEDESTRIAN TRAFFIC
FLOW.
7.THIS DETAIL REFERENCES PATHWAYS AND SIDEWALKS ADJACENT TO THE WETLAND
8.SEE THE LAYOUT & MATERIALS PLAN FOR CONTROL JOINT LOCATIONS AND LOCATIONS FOR USE OF GEOTEXTILE.
BROOM FINISH CONCRETE
FIBER MIXED INTO CONCRETE
FOR REINFORCEMENT
5"2"CABC
COMPACTED SUBGRADE
NOTES:
1.CONCRETE WALKS AND PADS TO BE FLUSH WITH FINISH GROUND
ELEVATION.
2.NATURAL OR COMPACTED FILL SUBGRADE MATERIALS SHALL HAVE A LIQUID
LIMIT (LL) LESS THAN 50 AND A PLASTICITY INDEX (PI) OF LESS THAN 10.
3.PLACE A 1
8" SAW JOINT AS SPECIFIED ON PLAN TO 1 1
2" DEPTH.
4.PLACE A 1
8" EXPANSION JOINT EVERY 48-52' AND FILL WITH PRE-MOULDED
EXPANSION
5.SLOPE SLAB TO DRAIN 1-2% MAXIMUM PER SITE CONDITIONS.
6.CONCRETE STRENGTH SHALL BE 4000 PSI.
7.BROOM FINISH EXPOSED CONCRETE SURFACE PERPENDICULAR TO PEDESTRIAN TRAFFIC
FLOW.
8.THIS DETAIL REFERENCES PATHWAYS, SIDEWALKS, AND PADS NEEDING TO SUPPORT LARGE VEHICLES
9.SEE THE LAYOUT & MATERIALS PLAN FOR CONTROL JOINT LOCATIONS.
MIRAFI HP 270 WOVEN GEOTEXTILE
OR APPROVED EQUAL
EXTEND BASE COURSE 6"
BEYOND EDGE OF ASPHALT
12" COMPACTED SUBGRADE
TO 95% ASTM D 698, (TYP.)
PRIME COAT
6"
8" AGGREGATE BASE COURSE (TYPE "ABC")
TACK COAT
PROPOSED 2.5" ASPHALT CONCRETE
INTERMEDIATE COURSE, TYPE I19.0B
PROPOSED 1.5" ASPHALT CONCRETE SURFACE
COURSE, TYPE SF9.5A
4"
NOTES:
1.ALL PAVING WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
LATEST EDITION OF D. O. T. STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES.
2.ALL ASPHALT PAVEMENT AND STONE BASE THICKNESS SPECIFIED SHALL BE AFTER
COMPACTION.
3.SUBGRADE AND STONE BASE SHALL BE MECHANICALLY COMPACTED (ROLLED) TO
THE DENSITY OF NATURAL AND UNDISTURBED SOILS (APPROX. 95% OF THE MAXIMUM
DENSITY IN ACCORDANCE WITH ASTM D698, MODIFIED PROCTOR.).
4. PAVEMENT SECTION FOR PAVING UP TO NCDOT RIGHT OF WAY LIMIT.
5. GEOTEXTILE FABRIC TO BE USED FROM MIDLINE OF PARKING TOWARD WETLAND.
MIRAFI HP 270 WOVEN GEOTEXTILE OR
APPROVED EQUAL
ADA PARKING SIGN
NTS4 MUTCD PARKING SIGN
NTS5 TIMBER GUARDRAIL
NTS6
NOTE: PHASE 1 TO INCLUDE BASE COARSE
AND INTERMEDIATE COURSE. SURFACE
COURSE WILL BE ADDRESSED IN PHASE 2
5'-8"8'8'5'-6"1'1'-6"1'-6"1'-6"1'-6"11"9'-4"9'-5"7'-7"7'-7"6'-4"6'-4"15'-2"4'-9"6'-5"4'-9"2'1'-8"R0.2
5
"4'-2"6"4"4"1.5"1.5"0.38"
3
8" CORTEN STEEL
3
8" X 2-1/4" STEEL BOLTS WITH
NUTS
NOTES:
·USE COR-TEN/LYTEN, NOT MILD STEEL.
·DO NOT USE RUST ACTIVATORS.
·USE STAINLESS STEEL (MIN. GRADE 304) OR TYPE III STEEL FASTENERS.
·USE PLASTIC OR RUBBER SPACERS TO KEEP CORTEN FROM TOUCHING
OTHER MATERIALS.
·MAKE CHANGES IN DIRECTION BY BENDING. USE JIGS TO PRODUCE UNIFORM
CURVATURE. MAINTAIN CROSS SECTION THROUGH ENTIRE BEND
·DRILL BOLT HOLES USING A "PECK DARLING" TECHNIQUE.
·GRIND ALL DRILL HOLES TO SMOOTH FINISH.
THIS DETAIL IS INTENDED TO BE A GUIDE FOR SIGN MANUFACTURERS. ANY
ALTERATION SHOULD BE APPROVED BY THE CLIENT OR EQUINOX.
150°
WOODEN
BUMPER
RESIN PLACARD
(SIGN INFO) TO BE
EPOXY ATTACHED IN
PHASE 2
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL9.1
BOARDWALK
DETAILS
April 1, 2020
100% CDS NFC
NTS
BOARDWALK SCHEMATIC1
NTS
BOARDWALK HEADWALL3
NTS
BOARDWALK FRAMING LAYOUT2
CHANCE HELICAL PIER UNDERPINNING
SYSTEM OR APPROVED EQUAL (SEE
SPECIFICATION PACKAGE)
NOTE: FINAL CALCULATION, ASSEMBLY, AND
INSTALLATION REQUIRED FOR HELICAL
PIERS TO BE DETERMINED BY INSTALLER
2X3 THERMALLY MODIFIED PINE BUMPER
2 X 6 THERMALLY MODIFIED PINE DECKING WITH SPACING BETWEEN 1
8" AND 1
4"
6x6 PT PINE BEAMS
2x6 PT PINE JOISTS
6x6 BEAMS
2x6 JOISTS 18" O.C
OUTSIDE JOIST HUNG FLUSH WITH
BEAM WITH FACE-MOUNT
CONCEALED-FLANGE JOIST HANGER.
INSIDE JOISTS HUNG FLUSH WITH
BEAM WITH ANY SUITABLE JOIST
HANGER.
WOODEN BUMPER
2x8 WOODEN DECKING
FLUSH WITH CONCRETE
HEADWALL
NOTCHED
CONCRETE HEADWALL
CONCRETE SIDEWALK
GRAVEL SUB-BASE
3
L11.0
BOARDWALK HEADWALL
2
L11.0
BOARDWALK FRAMING LAYOUT
2X3X6 BUMPER
SPACERS SET 3' O.C.
NOTCHED CONCRETE
HEADWALL ON GRADE WITH
DECKING
4
L11.0
BENCH SEAT
NTS
BENCH SEAT4
2x10 BENCH POST
2X4 STRIP TO ATTACH DECKING
NOTES:
·ALL FASTENERS TO BE GALVANIZED
STEEL
5
L11.0
HELICAL PIERS
JOIST
2X4 STRIP ATTACHED TO
POST TO ATTACH
DECKING TO
2X6 DECKING
2X10 BENCH POST TO
ATTACH TO JOIST
2X4 CROSS MEMBER
2X4 FASCIA BOARD
2X6 BENCH DECKING TO
OVERHANG 2"ALL SIDES
NTS
INTERPRETIVE SIGNAGE (ATTACHED TO BOARDWALK)5
5
L6.1
INTERPRETIVE SIGNAGE
1
2" X 6" HEX BOLTS WITH
NUTS AND WASHERS
EXPANSION JOINT
FIELDSTONE BOULDER
WITH FLAT/LEVEL
TOP
BOULDER TO HAVE
MOSTLY ROUNDED EDGES
12" MIN.
15" - 36" RANGE
VARIES (SEE PLAN FOR
APPROX. DIMENSIONS)
BOULDER NOTES:
-BOULDERS TO BE FREE OF MACHINE MARKINGS AND BLEMISHES.
-STONE TO BE TN, NC, OR VA FIELDSTONE ORIGIN WITH ROUNDED EDGES
-LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND LOCATION (FLAGGED)
BEFORE PLACEMENT
-BOULDERS TO BE EMBEDDED IN GROUND BETWEEN 1
3 - 1
2 OF OVERALL HEIGHT.
BURY APPROX.
1
3 OF BOULDER MIN.
LANDSCAPE BOULDER
NTS3
ROUNDED TOP FREE
OF SHARP ANGLES
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL9.2
P1 STORMWATER
CONTROL
MEASURE DETAILS
April 1, 2020
100% CDS NFC
UNDERDRAIN AT PLAYGROUND
NTS2
QUADRUPLE CULVERT HEADWALL
NTS4 TREATMENT SWALE
NTS5
SCREW CAP, TYP.
4" PERFORATED PIPE
UNDER PLAY SURFACE
PLAN
4" SOLID PIPE TO
OUTFALL
(ALL AREAS NOT UNDER
PLAY SURFACE)
ZIP TIE FABRIC
TO SEAL
ZIP TIE FABRIC
TO SEAL AROUND PIPE
4" POP-UP DRAIN
EMITTER
COMPACTED SUBGRADE
NOTE: CONTRACTOR SHALL GRADE SUBGRADE AND
INSTALL PIPE TO DRAIN @ 0.5% SLOPE MIN.
4" HDPE
JOINT IF APPLICABLE TO
CONNECT WITH 4" PIPE TO DRAIN
EMITTER
PIPE (0.5% SLOPE MIN.)
LAWN OUTFALL SECTION
WEIR
NTS6
NTS
CONSTRUCTED WETLAND / STORMWATER WETLAND7
WETLAND OUTFALL SECTION
PIPE (0.5% SLOPE MIN.)
4" HDPE
COMPACTED SUBGRADE
FINISH GRADE
SIZES VARY (SEE PLAN)
(HIGH WATER LEVEL)
SUBGRADE
3:1 - 10:1 SIDE
SLOPES
3:1 MAX.
PLANTINGS (SEE PLANTING PLAN)
STORAGE VOLUME
BENTONITE CLAY LINER*
(SEE WETLAND
CONSTRUCTION NOTES)
STORMWATER WETLAND CONSTRUCTION NOTES:
·DURING EXCAVATION OF THE CONSTRUCTED WETLAND CONTACT PROJECT LANDSCAPE ARCHITECT IF
GRADING REVEALS PROBLEMATIC CONDITIONS FOR HOLDING WATER SUCH AS SANDY SOILS, GRAVEL,
DRAIN TILES, ETC. PROJECT REFINEMENTS MAY BE NECESSARY TO CREATE A FUNCTIONING
WETLAND.
·CONTRACTOR SHALL CONSTRUCT THE WETLAND IN A WAY THAT REDUCES THE POTENTIAL FOR
EROSION WHICH MAY INCLUDE TEMPORARY DIVERSION DITCHES
·STRIP AND STOCKPILE TOPSOIL IF PRESENT. SOILS UNCOVERED DURING EXCAVATION THAT CONTAINS
CLAY OR LOAM SOILS CAN BE USED WITHIN THE WETLAND AREA. NO SAND, GRAVEL, OR ROCK MAY
BE USED WITHIN THE WETLAND.
·OVER EXCAVATION MAY BE NECESSARY TO REMOVE SILT, SEDIMENT, SAND, GRAVEL OR CONDITIONS
THAT WOULD IMPACT WETLAND FUNCTION.
·EQUINOX TO OVERSEE FINE GRADING OF CONSTRUCTED WETLAND (HIGH POINTS AND LOW POINTS
GIVEN ON PLAN FOR GENERAL DIRECTION).
·ALL BOTTOM AREAS WITHIN "HIGH WATER BOUNDARY" TO BE TILLED WITH BENTONITE CLAY LAYER
UNLESS WATER IS PRESENT (FROM HIGH WATER TABLE).
··BENTONITE POWDER TO BE TILLED AT A RATE OF 1-2 LBS PER SQUARE FOOT, WETTED WITH
SPRINKLER, AND ROLLED TO COMPACT CLAY PARTICLES (FINAL SOIL COMPOSITION SHOULD BE
A MIN OF 20% CLAY).
··ADD WATER WHILE CLAY SOIL LAYER IS WET - DO NOT ALLOW WETLAND TO DRY OUT AND
CRACK, OR SEAL WILL BE COMPROMISED.
··ALTERNATIVELY, A CLAY LINER MAY BE ALSO BE USED (FOLLOW MANUFACTURER'S
INSTALLATION REQUIREMENTS).
·REMOVED SOIL TO BE MIXED WITH TOPSOIL (OR APPROVED PLANTING MIX) AND ADDED ABOVE
PREPARED CLAY BOTTOM AND LIGHTLY COMPACTED IN 6" LIFTS ABOVE CLAY LINER. NO SAND,
GRAVEL, OR ROCK MAY BE USED WITH THE SOIL LIFTS.
·SPREAD SOIL MIX AND SMOOTH OVER THE BOTTOM AND SIDES OF THE COMPLETED WETLAND AND
UP THE INSIDE SLOPES OF THE WETLAND TO A DEPTH OF 12" AND SHALL MEET PROPOSED FINISHED
GRADE SHOWN ON PLAN.
·MULCH WITH HYDROSEEDING AFTER PLANTING.
PREPARED SOIL MIX (5 PARTS
NATIVE SOIL:1 PART TOPSOIL
THOROUGHLY MIXED)12" MIN.3"-6" DEPTH(VARIES)FINISH GRADE
CELL SIZES & SLOPES VARY
6" STORAGE DEPTH MINIMUM AND 9"
MAXIMUM (9" TYPICAL)
(HIGH WATER LEVEL)
DECOMPACTED
SUBGRADE
5:1
TYP.3:1
MAX.
SEE GRADING PLAN
2" x 4" KEY
0.6 H
WEIR NOTCH
REINFORCED CONCRETE CANTILEVERED WALL
36"
H
5
8 REBAR
WEIR NOTCH ELEVATION
FLOW
10"3"18"
DISCONNECTED DOWNSPOUT GARDEN
NTS1
FOREBAY SHALLOW POOL/
SHALLOW WATER
ZONE
DEEP POOL
WETLAND CONSTRUCTION NOTES:
·WETLAND SHOULD BE GRADED SO THAT WATER ENTERS FOREBAY FIRST
·BEYOND THE FOREBAY, THE WETLAND SHALL BE GRADED TO HAVE LOWER AND HIGHER ELEVATIONS
(SHALLOW POOL AND DEEPER POOL) FOR PROPER WETLAND FUNCTION
·SIDE WALLS SHALL BE A MAXIMUM OF 3:1 WITH AN AVERAGE OF 8:1
4" POP-UP DRAIN
EMITTER
COMPACTED SUBGRADE
NOTE: CONTRACTOR SHALL GRADE SUBGRADE AND INSTALL
PIPE TO DRAIN @ 0.5% SLOPE MIN.
SEE STORM PLAN FOR PIPE LOCATIONS
SEE ARCHITECTUAL FOR EXACT LOCATION OF DOWNSPOUTS
4" HDPE
JOINT IF APPLICABLE TO
CONNECT WITH 4" PIPE TO DRAIN
EMITTER
PIPE (0.5% SLOPE MIN.)
DOWNSPOUT GARDEN OUTFALL SECTION
PLANTING (SEE PLANTING PLAN)
COBBLE AROUND EMITTER
(EMITTER SHOULD HAVE A 2'
RADIUS FREE FROM
PLANTINGS
PERMENANT
POOL 1952.69'
TEMPORARY
INDUNDATION
1953.00'
VARIES, SEE
GRADING PLAN
SHEET L4.0
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL9.3
P1 STORMWATER
CONTROL
MEASURE DETAILS
April 1, 2020
100% CDS NFC
PIPE OUTFALL PROTECTION
NTS1
PIPE INSTALLATION
NTS3
CONCRETE DROP INLET
NTS2
OF GRATE
FROM TOP
MEASURED
OUT (TYP.)
TO INVERT
36"Ø MINIMUM
SECTIONAL ELEVATION
6"
VARIES
32"-48" OR
64" RISERS
5"
HEIGHT
12"-16"-24"
GRATE SIZE &
PLAN
FLAT TOP FTT
7" STD.
SHAPE MAY VARY
IRON GRATE & FRAME
NOT SHOWN
48"Ø MINIMUM 5"
SECTIONAL ELEVATION
FLAT TOP FTB
NOTES:
1.MANUFACTURED PER ASTM C-478.
2.CONCRETE - 4000 psi
3.PLASTIC COATED STEEL ROD STEPS PROVIDED AT
16" CC WHEN HEIGHT OF STRUCTURE EXCEEDS
4'-0".
4.ALL ASSEMBLY JOINTS TO BE MORTAR FILLED
UNLESS OTHERWISE SPECIFIED.
5.STRUCTURE DIAMETERS MAY VARY ACCORDING TO
PIPE SIZES AND CONFIGURATIONS.
6.LIFT HOLES OR INSERTS PROVIDED IN ALL BASE
AND RISER SECTIONS.
24"x24"
D = PIPE DIA. IN INCHES
T = CLASS B RIP RAP
D
2xD
D
1
2
FILTER FABRIC
4xD
FILTER FABRIC
T
9-12" IN FALL
ZONE
2" MIN. IN
NON FALL
ZONE --2" CRUSHED STONE WITH FINES--5'-2"2'-9"2'-6"3'-11"78°
6X6 PINE TIMBER (ADD ALTERNATE:
THERMALLY MODIFIED PINE)
29"H x 22"W X 1" THICK SAND
BLASTED HDU BOARD
POST ANCHORS SET IN CONCRETE
PATH, LOCATION SHOWN ON PLAN
CONCRETE PATH
1
2" X 4" GALVANIZED CARRIAGE
BOLT, TYP.
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL9.4
PLAYGROUND
DETAILS
April 1, 2020
100% CDS NFC
NTS
PLAYGROUND SIGN1
NTS
STACKED TRUNKS (DESIGN BUILD)2
NTS
CULVERT TUNNEL (DESIGN BUILD)3
NTS
PEA GRAVEL SURFACE W/ METAL EDGING5
NTS
SUNKEN PIRATE SHIP (DESIGN BUILD)6
NTS
GROUP SWING (SEE SPECS. OR APPROVED EQUAL)7
NTS
CLIMBING BOULDERS (DESIGN BUILD)8
NTS
STEPPING STUMPS9
Z:\ED\G&P\Jackson Co_Savannah Park_069D15-02\Photos\Design Ideas\Natural-Playground.jpg
STUMPS TO BE
SET 1
2 TO 2
3 IN
TOTAL LENGTH
IN THE GROUND
TOP VIEW
COMMERCIAL GRADE STEEL EDGING
WHERE NOTED ON PLAN
5" DEPTH (WITH ADDITIONAL 3.7"
GROUND SPIKES), 2.5 MM THICK,
STAKED INTO PLACE
RECOMMENDED EVEREDGE OR
EQUIVALENT, WHICH MUST BE
APPROVED BY LANDSCAPE
ARCHITECT/OWNER
TRUNKS TO BE SECURED IN PLACE (FIXED
TO THE GROUND WITH FOOTERS SET 18"
BELOW GRADE AND TO EACH OTHER)
NO EXPOSED HARDWARE,
FASTENERS, OR
ATTATCHMENTS
ANY BOULDER NOT
PLACED DIRECTLY ON
THE GROUND TO BE
MORTARED IN PLACE
NO NEED FOR
BOULDERS DIRECTLY
ON TOP OF THE
CONCRETE CULVERT.
SEE PLAN FOR
GENERAL LAYOUT AND
LENGTH
1
3 TO 1
2 OF BOULDER'S TOTAL
HEIGHT TO BE BURIED FOR
STABILITY AND EASE OF ACCESS
HDU BOARD PLACARD IN STOPPED DADO SLOT
PLACARD BOLTED TO POST
ELEVATION
MAJOR FONT: MATURA MT SCRIPT CAPITALS
FONT SIZE: 260 PT, MIN. 2.5"
FONT RELIEF OF 1
4", PAINTED WHITE, BOTH SIDES
MINOR FONT: MATURA MT SCRIPT CAPITALS
SIZE: 72 PT, MIN. 3/4"
FONT RELIEF OF 1
4", PAINTED WHITE
SKULL AND CROSS BONES IMAGE (TO BE PROVIDED)
RELIEF OF 1
4", PAINTED WHITE, BOTH SIDES
HDU BOARD DETAIL
NOTE: SIGN TEXT TO BE APPROVED
BY CLIENT BEFORE PRODUCTION
NOTE:TO BE DESIGNED AND
CONSTRUCTED BY WOOD SCULPTOR
NOTE: SEE SPECIFICATIONS PACKAGE, DESIGN BUILD
SUNKEN PIRATE SHIP, CONCEPTUAL SKETCHES ARE
IN SPECIFICATION PACKAGE
NTS
RUBBERIZED SURFACE4
NOTE: FOR GROUND CONTACT
BOULDERS REFER TO L9.2.3
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL9.5
PLAYGROUND
DETAILS
April 1, 2020
100% CDS NFC
PORTABLE TOILET SCREENING
NTS1
CONCRETE FOOTER8'1" X 3" WOOD SLATS WITH
BETWEEN 1/8TH AND
3/8THS" GAPS
(ALL SIDES)
5'-9"
FRONT REMAINS OPEN
FOR PORTABLE TOILET
ACCESS
6" FASCIA ON CORNERS
(ALL SIDES)
4" X 4" POST AT EACH
CORNER ON INTERIOR,
TYP.
SIDE ELEVATION
1" X 3" WOOD SLATS
(ALL SIDES), TYP.
2" X 4" CROSS MEMBERS
TO SUPPORT SLATS, TYP.
5'11'-6"7'-4"ADA ACCESSIBLE
PORTABLE TOILET
ENTRANCE FLUSH WITH
CONCRETE SIDEWALK
18" READY MIX CONCRETE FOOTING,
3,000 PSI
LEVEL BASE WITH
NON-SHRINK GROUT
STEEL TABS FOR PADLOCK
WELDED RECTANGULAR STEEL BASE
4" x 7-5/8" x 7-5/8" I.D.,
PRIMED & PAINTED BLACK
WELDED STEEL PIN
8" x 8" PT STAINED
WOOD POST, SMOOTH FINISH
12" ROUTED CHANNELS
PAINTED WHITE
ANGLED TOP (12 DEG.) WITH 1
4" CHAMFERED EDGES
STEEL HINGE
16" SQ. STEEL
BASE
PRE-DRILLED
FOR 12" BOLTS
4: 8" x 3 4" BOLTS;
SET IN POUR
TOP VIEW
16"
8"
2"
12" BOLTS
EDGE OF FOOTER
BOLLARD
NTS3
ROUTED CHANNEL TAPPERS
BACK TO SURFACE (VERTICLE
ROUTED CHANNELS FACE
PEDESTRIAN AREA AND ROAD)
ADA PICNIC TABLE
NTS2
96"
29"
17"
CROSS BRACES
24"
CENTER BRACKET
59 1/4"
9 1/4"
END BRACKET
29"
96"
29"
17"
CROSS BRACES
CENTER BRACKET
59 1/4"
9 1/4"
PICNIC TABLE
NTS4
36"
16"
34" MAX. TO
COOKING SURFACE
STAND-UP ADA GRILL
(PILOT ROCK MODEL
ASW-20 OR APPROVED
EQUAL)
3/8" EXPANSION JOINT
WITH SEALANT WHERE
ADJACENT TO CONC.
PAVEMENT
FINISHED GRADE
3,000 PSI CONCRETE
FOOTING
SUBGRADE COMPACTED
ACCORDING TO MANUFACTURER'S
SPECIFICATIONS
1
2"
15 3/8" MIN.
ADA COMPATABLE STAND UP GRILL
NTS5
POST ANCHOR
CONCRETE PAD TO
EXTEND 2" ON SCREEN
SIDES, TYP.
77
°
NTS
DRINKING FOUNTAIN
ELEVATION
PLAN
SIT COLUNA DRINKING
FOUNTAIN (SEE SPECS
PACKAGE)
POURED IN PLACE
CONCRETE PEDESTAL
TO MATCH COLOR AND
FINISH OF THE
FOUNTAIN
EXPANSION JOINT
9"1'-6"9"6
NOTE: DRINKING FOUNTAIN TO HAVE ACCESSIBLE VALVES
FOR WINTERIZATION (SEE P0.0)
NOTE: USE JAMESTOWN ADVANCED PRODUCTS PICNIC
TABLES OR EQUIVALENT.
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL9.6
PLANTING DETAILS
April 1, 2020
100% CDS NFC
TREE PROTECTION DETAIL
NTS
1 DECIDUOUS TREE PLANTING DETAIL
NTS
2 EVERGREEN PLANTING DETAIL
NTS
3
MULTI-STEM TREE PLANTING DETAIL
NTS
4 SHRUB PLANTING DETAIL
NTS
5
OPEN PLANTING HOLE LARGE
ENOUGH TO ACCOMMODATE
ROOTS. COVER ROOTS WITH SOIL
AND LIGHTLY TAMP TO ELIMINATE
AIR POCKETS IN PLANTING HOLE.
LEAVES AND ROOT CROWN TO
REMAIN UNDAMAGED DURING
PLANTING
2" MULCH AFTER
PLANTING IS COMPLETE
PLANT ROOTS TO BE STRAIGHT &
UNDAMAGED BY INSTALLATION
ROOT CROWN LEVEL WITH
FINISH GRADE
PLANTINGS
NOTES:
1.WATER THOROUGHLY IMMEDIATELY AFTER PLANTING AND WATER
WEEKLY UNTIL ESTABLISHED.
2.NO FERTILIZER IS NECESSARY DURING PLANTING.
PERENNIAL PLANTING (TYPICAL SECTION)
NTS6
FLO
O
D
W
A
Y
FOC FOC FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCW
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
100-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
30' STREAM BUFFERFLOO
D
W
A
Y
EXISTING
BUILDING
FFE: 1954.03'30' STREAM BUFFER500-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
DNDN
LODLO
D
LOD
LODLODLO
D
R I V
E

R

S

I

D

E

D

R

I

V

E
+
3°
24'
5'
R8
'
R24'-6"
R
8
R30'-9"
1
5
6
'
-
2
"
R10'R5'
R5'R58'-3"56'-9"3'-7"R8
5
'
-
5
"
13'-4"30'-5"14'-5"R57
'
-
4
"
R30'-2"
78'-7"R50'
35'-5"
37'-10"
19'-9"
15'-6"
49'-10"118'-10"10'-8"
6'53'34'-6"6'-3"6'-4"12'24'-1"79'-3"
24'-4"
22'-3
"
20'-1
"
4'-2"9'-11"67'-5"
2
0
'
-
2
"
31'-
5
"30'-9"96'-3"R79'
-2
"
24'-4"24'-0"24'-
0
"
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=30'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL10.0
P2
LAYOUT &
MATERIALS
April 1, 2020
100% CDS NFC
4
L16.0
1
L16.2PICNIC TABLE, TYP.
2
L16.2GROUP STAND UP GRILL, TYP.
3
L16.2BENCH SWING
4
L16.2KIOSK
1
L16.3RIVER BANK BOULDER TOE
4
L16.1
ARROW STRIPING, TYP.
3
L16.1
CROSS WALK
3
L16.3
LANDSCAPE BOULDER, TYP.
1
L6.0
CONCRETE PATH
(SUPPORT 80,000 LBS., TYP)
3
L16.2
CROSS WALK
2
L16.0NATURAL SURFACE TRAIL
7
16.0
ONE-WAY DO NOT ENTER (R5-1)
CL
CL
CL
PROPERTY PIN
CL
CL
5
L16.0CONCRETE STEPPING STONES
0
N
60'30'15'
SCALE: 30'-0"
Know what's below.
before you dig.Call
R
GREENWAY
1
L16.0
CONCRETE PATH
(STANDARD CONDITION)
3
L16.0
ASPHALT PAVING
(FINISH COURSE)
5
L16.2
ENTRANCE SIGN
1
16.1
ADA MARKINGS
BOAT RAMP
(SEE SHEET WW 1.0-3.0)
5
L16.1 CONCRETE WHEEL STOP, TYP.
PAVILION (SEE SHEET 1.0)
7
L16.0
STOP SIGN
(R1-1)
19551955
19551955
1950
195
5
19551955195
5
195
0
1
9
4
5
FLO
O
D
W
A
Y
SFHA SFHA SFHA SFHA SFHA SFHA SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA SFHA SFHA
SFHA
SFHA
SFH
A
SFHA
SFHA
SFHA
SFHASFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SF
H
A
SF
H
A
SF
H
A
SF
H
A
SF
H
A
S
F
H
A
S
F
H
A
S
F
H
A
S
F
H
A
FOC FOC FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOC100-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
30' STREAM BUFFERFLOO
D
W
A
Y
EXISTING
BUILDING
FFE: 1954.03'30' STREAM BUFFEROH
W
OH
W
OHW
OH
W
OH
W
O
H
W
OHW
OH
W
O
H
W
O
H
W
O
H
W
500-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
DNDN
LODLO
D
LOD
1954
LODLODLO
D
4.0%
1950.45'
FFE
1954.55'
15%
1951.95'
1951.64'
1948.84'
1942.84'
4.0%
1951.85'
1950
1951
1949
LP
1954.05'
R I V
E

R

S

I

D

E

D

R

I

V

E
+
195
5
1951.80'
1951.98'
1951.98'
1955
1954
1953
195219531954SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=30'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL11.0
P2 GRADING PLAN
April 1, 2020
100% CDS NFC
GENERAL NOTES:
1.TOPOGRAPHY MAY HAVE SHIFTED SINCE SURVEY.
2.EXISTING SITE TOPOGRAPHY IS PRELIMINARY.
3.SITE VERIFICATION MAY BE NECESSARY DURING CONSTRUCTION.
4.DO NOT GRADE WITHIN 25' OF HIGH TRANSMISSION POLES WITHOUT BARRIER AND
10' OF TRANSMISSION POLE WITH VEHICLE BARRIER.
5.DO NOT GRADE WITHIN 7 1
2 ' OF DISTRIBUTION POLES.
RIM ELEV.: 1952.60
INV. OUT ELEV. 1930.54
RIM ELEV.: 1950.50
INV. OUT ELEV. 1948.50
0
N
60'30'15'
SCALE: 30'-0"
Know what's below.
before you dig.Call
R
UNDULATE TRAIL TO PROVIDE ROLLING
GRADE REVERSALS FOR PROPER
DRAINAGE APPROX. EVERY 25'
1955
FLO
O
D
W
A
Y
SFHA SFHA SFHA SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA SFHA SFHA
SFHA
SFHA
SFH
A
SFHA
SFHA
SFHA
SFHASFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SF
H
A
SF
H
A
SF
H
A
SF
H
A
SF
H
A
S
F
H
A
S
F
H
A
S
F
H
A
S
F
H
A
FOC FOC FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOC100-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
30' STREAM BUFFERFLOO
D
W
A
Y
EXISTING
BUILDING
FFE: 1954.03'30' STREAM BUFFEROH
W
OH
W
OHW
OH
W
OH
W
O
H
W
OHW
OH
W
O
H
W
O
H
W
O
H
W
500-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
DNDN
LODLO
D
LOD
LODLODLO
D
1954
1952
195
3
195
2
1954
1955
1953
1951
1950 1953195219541952 1951R I V
E

R

S

I

D

E

D

R

I

V

E
+1953SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=30'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL12.0
P2 STORMWATER
PLAN
April 1, 2020
100% CDS NFC
SWALE
(ENHANCED TREATMENT SWALE
BMP G)
SWALE (A)
SWALE (C)
ALL PROPOSED
IMPERVIOUS SURFACES
(GRAY HATCHED AREA)
CONCRETE DROP INLET
TYP. (INLET 1)
RIM ELEV.: 1952.60
2
L6.3
PIPE (5)
PIPE (1)
PIPE (2)
BIORETENTION-
ENHANCED DRY POND (BMP B)
CONSTRUCTED WETLAND
(BMP D)
BIORETENTION-
ENHANCED DRY POND (BMP H)
BIORETENTION-
DISCONNECTED DOWNSPOUT
(BMP E)
WEIR (2)
WEIR (1)
PIPE (3)
PIPE (4)
PIPE (7)
CONCRETE DROP INLET
TYP. (INLET 3)
RIM ELEV.: 1953.00
2
L6.3
0
N
60'30'15'
SCALE: 30'-0"
NOTE: PIPE TO BE CUT AND ARMORED
WITH THE RIPRAP AT THE BOAT RAMP
CLIENT:Town of Woodfin
CONTACT:Town of Woodfin
90 Elk Mountain Rd
Asheville NC 28804
[phone]
ADDRESS:1054 Riverside Drive
Asheville / Woodfin, NC 28804
COUNTY: Buncombe
COORDINATES:Latitude: 35.626462° N
Longitude: -82.582327° W
PIN(s):9730512998; 9730524113
DEED
REFERENCE:Book 5027 Page 802
RIVER BASIN:French Broad
STREAM
CLASSIFICATION:B: Primary Recreation, Fresh Water
TOTAL ACREAGE:5.35 AC
DISTURBED AREA:4.46 AC
PERCENT DISTURBED:83%
FEMA PANEL No:370380
LEGEND
PROPERTY BOUNDARY
LIMITS OF DISTURBANCE
PIPE
SWALE
STREAM BUFFER
WETLAND
Know what's below.
before you dig.Call
R
DISCONNECTED DOWNSPOUT
PLANTED RECEIVING AREA
(BMP F)
PIPE (6)
CONCRETE DROP INLET
TYP. (INLET 2)
RIM ELEV.: 1950.50
2
L6.3
1955 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
DNDN
LODLODBLACK GUM (NYSS)
REDBUD (CERC)
INKBERRY HOLLY (ILEG)
FOTHERGILLA (FOTG)
SWEETSPIRE 'LITTLE HENRY' (ITEV)
NINEBARK 'GINGER WINE' (PHYO)
BUTTON BUSH (CEPO)
ELDERBERRY (SAMN)
RED OAK (QUER)
RIVER BIRCH (BETN)
BLUE GRAMA GRASS 'BLONDE AMBITION' (BOUG)
LAWN SEED MIX
COMMON RUSH (JUNC)
RIVER OATS (CHAL)
SALLOW SEDGE (CARL)
SWITCHGRASS 'SHENENDOAH' (PANV)
THREAD-LEAF BLUE STAR (AMSH)
FOX SEDGE (CARV)
BLUE FLAG IRIS (IRIV)
IRONWEED (VERN)
RASPBERRY MONARDA (MOND)
SWAMP HIBISCUS (HIBM)
NEW ENGLAND ASTER 'PURPLE DOME' (SYMN)
GOLDENROD 'FIREWORKS' (SOLR)
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=20'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL13.0
P2 PLANTING PLAN
April 1, 2020
100% CDS NFC
TREE & SHRUB PLANTING LEGEND
Know what's below.
before you dig.Call
R
HERBACEOUS PLANTING LEGEND
37-PANV
5-FOTG
38-CHAL
6-SAMN
7-CEPO
42-PANV
9-AMSH
3-ILEG
28-FOTG
3-ILEG
1-SAMN
5-ILEG
12-FOTG
3-SAMN
31-PANV
10-FOTG
5-ILEG
11-MOND
9-PANV
1-CEPO
1-BETN
22-CHAL
76-CARV 1-QUER
1-QUER
11-PANV
9-MOND
9-CHAL
28-CARV
1-BETN
1-QUER
1-CERC
1-BETN
SOD LAWN
(SEE NOTES
THIS SHEET)
WETLAND AREA
PLANTED DURING
PHASE 1
NOTE: SEE PLANTING DETAILS L16.4 AND PLANTING NOTES L0.1
1.LAY SOD WITHIN 24 HOURS OF HARVESTING UNLESS A SUITABLE
PRESERVATION METHOD IS ACCEPTED BY OWNER PRIOR TO DELIVERY
TIME. DO NOT LAY SOD IF DORMANT OR IF GROUND IS FROZEN OR
MUDDY.
2.LAY SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT
ENDS AND SIDES OF SOD; DO NOT STRETCH OR OVERLAP. STAGGER
SOD STRIPS OR PADS TO OFFSET JOINTS IN ADJACENT COURSES.
AVOID DAMAGE TO SOIL OR SOD DURING INSTALLATION. TAMP AND
ROLL LIGHTLY TO ENSURE CONTACT WITH SOIL, ELIMINATE AIR
POCKETS, AND FORM A SMOOTH SURFACE. WORK SIFTED SOIL OR
FINE SAND INTO MINOR CRACKS BETWEEN PIECES OF SOD; REMOVE
EXCESS TO AVOID SMOTHERING SOD AND ADJACENT GRASS.
3.SATURATE SOD WITH FINE WATER SPRAY WITHIN TWO HOURS OF
PLANTING. DURING FIRST WEEK AFTER PLANTING, WATER DAILY OR
MORE FREQUENTLY AS NECESSARY TO MAINTAIN MOIST SOIL TO A
MINIMUM DEPTH OF 1-1/2 INCHES (38 MM) BELOW SOD. AVOID
WATERLOGGED SOILS.
4.BARRIER SUCH AS ORANGE TREE PROTECTION FENCING OR
APPROVED EQUAL SHALL BE INSTALLED AROUND THE PERIMETER OF
THE SOD UNTIL ESTABLISHMENT AND WITH OWNERS APPROVAL TO
REMOVE PROTECTIVE FENCING. “PLEASE KEEP OF THE GRASS” SIGNS
TO BE LOCATED ALONG THE FENCING.
0
N
40'20'10'
SCALE: 20'-0"
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
S
S
S
S
S
FOC FOC FOC FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW
W
W
W
W
W
W
W
LODLO
D
LOD
+
BLACK GUM (NYSS)
REDBUD (CERC)
INKBERRY HOLLY (ILEG)
FOTHERGILLA (FOTG)
SWEETSPIRE 'LITTLE HENRY' (ITEV)
NINEBARK 'GINGER WINE' (PHYO)
BUTTON BUSH (CEPO)
ELDERBERRY (SAMN)
RED OAK (QUER)
RIVER BIRCH (BETN)
BLUE GRAMA GRASS 'BLONDE AMBITION' (BOUG)
LAWN SEED MIX
COMMON RUSH (JUNC)
RIVER OATS (CHAL)
SALLOW SEDGE (CARL)
SWITCHGRASS 'SHENENDOAH' (PANV)
THREAD-LEAF BLUE STAR (AMSH)
FOX SEDGE (CARV)
BLUE FLAG IRIS (IRIV)
IRONWEED (VERN)
RASPBERRY MONARDA (MOND)
SWAMP HIBISCUS (HIBM)
NEW ENGLAND ASTER 'PURPLE DOME' (SYMN)
GOLDENROD 'FIREWORKS' (SOLR)
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=20'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL13.1
P2 PLANTING PLAN
April 1, 2020
100% CDS NFC
TREE & SHRUB PLANTING LEGEND
HERBACEOUS PLANTING LEGEND
13-PANV
1-CERC
148-BOUG
3-AMSH
17-PANV
5-FOTG
3-AMSH
3-AMSH
5-FOTG
9-PANV
17-PANV
5-FOTG
3-AMSH
5-AMSH
54-BOUG
5-FOTG
21-PANV
3-CERC
1-BETN
129-BOUG
3-ILEG
15-SOLR
10-FOTG
7-ILEG
5-ILEG
9-SOLR
9-PANV
193-BOUG
3-NYSS
11-FOTG
4-ILEG
8-SYMN
15-SOLR
1-CERC
5-PYHO
10-SYMN
74-BOUG
3-ILEG
17-MOND
6-PANV
158-BOUG
8-AMSH
5-FOTG
1-QUER
1-QUER
3-BETN
14-MOND
273-CARL
3-ILEG
60-CHAL
8-IRIV
346-CARV
10-MOND
8-IRIV
3-ILEG
23-CHAL
182-CARL
173-CARV
14-IRIV
46-CHAL
284-JUNC
5-ILEG
359-JUNC
10-IRIV
10-MOND
550-CARL
348-CARV
30-CHAL
17-MOND
11-IRIV
WETLAND AREA
PLANTED DURING
PHASE 1
GRAVEL
VERGE
0
N
40'20'10'
SCALE: 20'-0"
NOTE: SEE PLANTING DETAILS L16.4 AND PLANTING NOTES L0.1
19551955
1955
19551955
1950
195
5
19551955195
5
195
0
1
9
4
5
FLO
O
D
W
A
Y
SFHA SFHA SFHA SFHA SFHA SFHA SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA
SFHA SFHA SFHA
SFHA
SFHA
SFH
A
SFHA
SFHA
SFHA
SFHASFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SFH
A
SF
H
A
SF
H
A
SF
H
A
SF
H
A
SF
H
A
S
F
H
A
S
F
H
A
S
F
H
A
S
F
H
A
FOC FOC FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOC100-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
30' STREAM BUFFERFLOO
D
W
A
Y
EXISTING
BUILDING
FFE: 1954.03'30' STREAM BUFFEROH
W
OH
W
OHW
OH
W
OH
W
O
H
W
OHW
OH
W
O
H
W
O
H
W
O
H
W
500-
Y
E
A
R

F
L
O
O
D
P
L
A
I
N
DNDN
LODLO
D
LOD
1954
LODLODLO
D
4.0%
1950.45'
FFE
1954.55'
15%
1951.95'
1951.64'
1948.84'
1942.84'
4.0%
1951.85'
1950
1954
1952
195
3
195
2
1954
1955
1953
1951
1950
1951
1949 1953195219541952 1951LP
1954.05'
R I V
E

R

S

I

D

E

D

R

I

V

E
+1953195
5
1951.80'
1951.98'
1951.98'
1955
1954
1953
195219531954SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTION1"=30'Woodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL14.0
P2 EROSION &
SEDIMENT
CONTROL
April 1, 2020
100% CDS NFC
0
N
60'30'15'
SCALE: 30'-0"
Know what's below.
before you dig.Call
R
GENERAL NOTES:
1.TOPOGRAPHY MAY HAVE SHIFTED SINCE SURVEY.
2.EXISTING SITE TOPOGRAPHY IS PRELIMINARY.
3.SITE VERIFICATION MAY BE NECESSARY DURING
CONSTRUCTION.
4.DO NOT GRADE WITHIN 25' OF HIGH TRANSMISSION
POLES WITHOUT BARRIER AND 10' OF TRANSMISSION
POLE WITH VEHICLE BARRIER.
5.DO NOT GRADE WITHIN 7 1
2 ' OF DISTRIBUTION POLES.
SILT FENCE FLARED UP AT ENDS TO
CONTAIN SEDIMENT(TYP) WITH ROCK
CHECK
OUTLET PROTECTION
DISTURBANCE BOUNDARY
DESCRIPTIONSYMBOL
FILTER FABRIC INLET PROTECTION
TREE PROTECTION FENCE
SILT FENCE
PROPOSED DRAINAGE PATTERNS
TEMPORARY CHECK DAMS
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
DTL #
TEMPORARY SEED
CONSTRUCTION SEQUENCE
1.ON-SITE PRE-CONSTRUCTION MEETING.
2.CLEARING & GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER
CONTROLS (E.G. SILT FENCE AND CONSTRUCTION ENTRANCE).
3.INSTALLATION OF PERIMETER CONTROLS (E.G. SILT FENCE, CONSTRUCTION
ENTRANCE, WETLAND).
4.CLEARING AND GRUBBING AS NECESSARY FOR CONSTRUCTION.
5.INSTALLATION OF REMAINING EROSION CONTROL MEASURES
6.SCM OUTFALL STRUCTURES TO BE SET 3-6" ABOVE GRADE DURING
CONSTRUCTION AND SURROUNDED BY SEDIMENT CONTROL MEASURES TO
REDUCE PONDING.
7.REMAINING CLEARING AND GRUBBING OF SITE AS NECESSARY FOR CONSTRUCTION
OF PHASE 2 (SEDIMENT AND EROSION CONTROL MEASURES FOR THESE AREAS
MUST ALREADY BE INSTALLED).
8.TEMPORARY SEEDING OF ALL SCMS (SCMS TO ACT AS TEMPORARY SEDIMENT
TRAPS DURING CONSTRUCTION)
9.ROUGH AND FINE GRADING OF PARK ELEMENTS
10.MAINTAIN EROSION CONTROL DEVICES INCLUDING SCMS
11.REMOVAL OF TEMPORARY SEDIMENT & EROSION CONTROL MEASURES AFTER
ENTIRE AREA DRAINING TO THE STRUCTURE IS STABILIZED.
12.REMOVE EXCESS SEDIMENT IN SCMS (BMP F - H) AND FINE GRADE SHOWN IN
DETAILS.
13.INSTALL PERMANENT OUTFALL STRUCTURES TO PLANNED ELEVATIONS.
14.PLANT SCMS ACCORDING TO PLANTING PLAN.
15.REMOVE TREE PROTECTION ONCE ALL HEAVY EQUIPMENT IS CLEARED FROM
THE SITE.
16.SUBMIT NOTICE OF TERMINATION WHEN SITE IMPROVEMENTS ARE
COMPLETED.
CONSTRUCTION STAGING AREA TO
INCLUDE CONCRETE WASHOUT
L15.4
L15.1
L6.3.1
L16.4.1
L15.3
L15.5
L15.6
SILT FENCE FLARED UP AT ENDS TO
CONTAIN SEDIMENT(TYP)
SILT FENCE FLARED UP AT ENDS TO
CONTAIN SEDIMENT(TYP) WITH ROCK
CHECK
SEDIMENT TUBE L15.2
SILT FENCE TO PROTECT WETLAND
DURING ASPHALT SURFACING
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL15.0
P2 EROSION &
SEDIMENT
CONTROL DETAILS
April 1, 2020
100% CDS NFC
INSTALLATION:
1.SILT FENCES SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
2.INSTALL MINIMUM 10' (OR GREATER AS SPECIFIED ON PLANS) CHECKS (TIE-BACKS) AT END TO
PREVENT FLOWS FROM BY-PASSING SILT FENCE, AND EVERY 50'-100' WHERE SILT FENCE IS
INSTALLED WITH SLOPE AND CONCENTRATED FLOWS ARE EXPECTED ALONG FENCE.
3.SILT FENCE SLURRY FLOW RATE TO BE 0.3 GPM/FT², LESS THAN THE CLEAR WATER FLOW RATE OF
10 GPM/FT².
1.INSPECT AND REPAIR SILT FENCE AT LEAST ONCE EVERY CALENDAR WEEK..
2.SEDIMENT SHALL BE REMOVED WHEN IT IS 1/3 THE HEIGHT OF THE SILT FENCE.
3.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT
OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
4.UPON PROJECT COMPLETION, THE SILT FENCE SHALL BE REMOVED AND HAULED OFF-SITE. ANY
DEPOSITED SEDIMENT SHALL BE PROPERLY GRADED AND SEEDED.
COMPACTED
EARTH
24" MIN.18" TO 24"6 F
T
.

M
A
X
I
M
U
M

S
P
A
C
I
N
G
BURY AT LEAST 12 INCHES
OF FILTER FABRIC
HEAVY DUTY PLASTIC TIES
(EVENLY SPACED, RESTRICTED
TO TOP 8 INCHES OF FABRIC)
MIRAFI 100X SILT FENCE FABRIC
(OR ENGINEERING APPROVED
EQUAL - SEE NOTE #3)
BACKFILL TRENCH
WITH COMPACTED
EARTH
FILTER FABRIC
ISOMETRIC VIEW
1.25 LB./LF STEEL POST
SF SF
WIRE-BACKED
TY
P
E

S

(
S
E
N
S
I
T
I
V
E
)

-

4

F
T
.

M
A
X
I
M
U
M

S
P
A
C
I
N
G
NOTE:
TYPE S (SENSITVE) FENCE
REQUIRES WOVEN WIRE
FENCE OR ALTERNATE
BACKING
SEE SILT FENCE DETAIL FOR
INSTALLATON, INSPECTION, AND MAINTENANCE
NOTES.
INSTALLATION:
1.INSTALL SEDIMENT TUBES BY LAYING THEM FLAT ON THE GROUND. CONSTRUCT A SMALL TRENCH TO A DEPTH
THAT IS 20% OF THE SEDIMENT TUBE DIAMETER. LAY THE SEDIMENT TUBE IN THE TRENCH AND COMPACT THE
UPSTREAM SEDIMENT TUBE SOIL INTERFACE. INSTALL ALL SEDIMENT TUBES SO NO GAPS EXIST BETWEEN THE
SOIL TO PREVENT FLOW AND SEDIMENT FROM PASSING THROUGH THE FIELD JOINT. NEVER STACK SEDIMENT
TUBES ON TOP OF ONE ANOTHER.
2.SHOULD SEDIMENT TUBE BECOME DAMAGED DURING INSTALLATION, PLACE A STAKE ON BOTH SIDES OF THE
DAMAGED AREA TERMINATING THE TUBE SEGMENT AND INSTALL NEW TUBE SEGMENT.
3.INSTALL SEDIMENT TUBES USING WOODEN STAKES (1" X 1") OR STEEL POSTS (STANDARD "U" OR "T"
SECTIONS WITH A MINIMUM WEIGHT OF 1.25 POUNDS PER FOOT) A MINIMUM OF 4 FEET IN LENGTH PLACED ON
2' CENTERS. INTERTWINE THE STAKES WITH THE OUTER MESH ON THE DOWNSTREAM SIDE, AND DRIVE THE
STAKES INTO THE GROUND TO A MINIMUM DEPTH OF 2' LEAVING LESS THAN 1' OF STAKE ABOVE THE EXPOSED
SEDIMENT TUBE.
INSPECTION AND MAINTENANCE:
1.INSPECT SEDIMENT TUBES AFTER INSTALLATION FOR GAPS UNDER THE SEDIMENT TUBES AND FOR GAPS
BETWEEN THE JOINTS OF ADJACENT ENDS OF SEDIMENT TUBES. REPAIR RILLS, GULLIES, AND ALL
UNDERCUTTING NEAR SEDIMENT TUBES. SEDIMENT TUBES SHALL ALSO BE INSPECTED AT LEAST ONCE EVERY
CALENDAR WEEK.
2.REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/3 THE HEIGHT OF THE SEDIMENT TUBE.
3.LARGE DEBRIS, TRASH, AND LEAVES SHOULD BE REMOVED FROM IN FRONT OF THE SEDIMENT TUBE WHEN
FOUND
4.REMOVE AND/OR REPLACE INSTALLED SEDIMENT TUBES AS REQUIRED TO ADAPT TO CHANGING
CONSTRUCTION SITE CONDITIONS.
5.SEDIMENT TUBES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREAS ARE PERMANENTLY STABILIZED.
6.REMOVE ALL CONSTRUCTION MATERIAL AND SEDIMENT AND DISPOSE PROPERLY. BACKFILL ALL DEPRESSIONS
AND GROUND DISTURBANCES CAUSED BY THE REMOVAL OF THE SEDIMENT TUBES.
2' MAX. SPACING
2' MIN.20% OF TUBE DIAMETERSEDIMENT TUBE
NTS2
SILT FENCE
NTS3
INSTALLATION:
1.STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL
EGRESS/INGRESS A CONSTRUCTION SITE ONTO A PUBLIC ROAD OR ANY IMPERVIOUS SURFACE, SUCH AS
A PARKING LOT.
2.INSTALL A NON-WOVEN GEOTEXTILE FABRIC PRIOR TO PLACING ANY STONE.
3.INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHERE NEEDED TO PROVIDE POSITIVE DRAINAGE.
4.LIMESTONE MAY NOT BE USED FOR THE STONE PAD.
INSPECTION AND MAINTENANCE:
1.INSPECT THE CONSTRUCTION ENTRANCE AT LEAST ONCE PER CALENDAR WEEK. CHECK FOR MUD AND
SEDIMENT BUILDUP AND PAD INTEGRITY. INSPECTIONS MAY BE NEEDED TO BE MORE FREQUENT
DURING LONG PERIODS OF WET WEATHER.
2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN
OUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4.WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY,
5.IMMEDIATELY REMOVE ANY MUD OR SEDIMENT TRACKED ONTO ADJACENT IMPERVIOUS SURFACES BY
BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED WHEN THE WATER IS DIRECTED TO A
SEDIMENT TRAP OR BASIN.
6.REMOVE CONSTRUCTION ENTRANCE ONLY AFTER THE SITE HAS REACHED FINAL STABILIZATION.
PERMANENT VEGETATION SHOULD REPLACE AREAS WHERE THE CONSTRUCTION ENTRANCE HAS BEEN
REMOVED UNLESS THE AREA WILL BE CONVERTED TO AN IMPERVIOUS SURFACE TO SERVE
POST-CONSTRUCTION.
PUBLI
C
R
O
A
D
LEN
G
T
H
STONE DIAMETER 2" TO 3"
AVERAGE, 6-INCH MINIMUM
DEPTH
EDGES SHALL BE TAPERED OUT
TOWARD ROAD TO PREVENT
TRACKING OF MUD ON THE
EDGES
UNDERLYING
NON-WOVEN
GEOTEXTILE FABRIC
WIDT
H
CONSTRUCTION ENTRANCE
NTS5
INSTALLATION:
1.TEMPORARY SEDIMENT TRAPS SHALL HAVE A MAXIMUM DESIGN DEPTH OF 5.0'.
1.SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSION WHEN
THE SEDIMENT REACHES THE (1') MARK ON THE CLEANOUT STAKE. SEDIMENT SHALL BE
DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL MINIMIZE FURTHER
EROSION.
2.THE TRAP SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK AND REPAIRED MADE AS NEEDED.
3.UPON CONSTRUCTION COMPLETION, THE TRAP SHALL BE REMOVED BY GRADING THE AREA
WITH A MINIMUM SLOPE OF 0.5%. ALL RIP RAP AND ASSOCIATED MATERIALS SHALL BE HAULED
OFF THE SITE.
FILTER FABRIC INLET PROTECTION
NTS1
TEMPORARY CHECK DAM
NTS4 SUMMERFALLTEMPORARY SEEDING MUST OCCUR WHEN DENUDED AREAS WILL NOT BE
BROUGHT TO FINAL GRADE WITHIN 7 CALENDAR DAYS (SEE NOTE 3 ABOVE).
TEMPORARY SEEDING SCHEDULE
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
PARTRIDGE PEA 10
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50
lb/acre.
SEEDING DATES: May 15-Aug 15
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Feb 1-May 15
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of
50 lb/acre.
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Aug 15-Dec 30
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50 lb/acre.
SOIL AMENDMENTS: Physically or chemically treat all exotic invasive plants before amending soil. Apply lime and organic fertilizer according to soil tests or apply 4,000
lb/acre ground agricultural limestone or as recommended by soil test results.
SOIL PREPARATION: Preparation for stabilization shall not begin until all construction and utility work is complete. A North Carolina Department of Agriculture Test (or
equal) shall be obtained for all areas to be seeded. Recommended fertilizer and pH adjusting products shall be incorporated into the prepared areas. Soil impacted by
construction must be loosened prior to seeding by means of disking or raking. Seedbed shall be well-pulvarized, loose, and uniform. All stones larger than three (3) inches,
sticks, roots, and other extraneous materials shall be removed. Apply seed uniformly with a cyclon seeder, drop-type spreader, drill or hydro-seeder. Cover broadcast seed
by lightly raking, then firm surface with roller or cultipacker. Cut or disc temporary seeding cover crop prior to seeding.
SEED PREPARATION:
If banks exceed 4:1, see additional hydroseeding notes.
MULCH:
Use a spray-on growth (mulch) matrix (Flexterra FGM or equal) for all permanent seeding for all slopes greater than 3:1. For all other areas, mulch with weed free straw at
4,000 lbs per acre.
MAINTENANCE:
Mow or cut back no more than once a year. Reseed in the second year unless growth is fully adequate. Add topsoil or organic amendments if needed, till, and reseed and
mulch damaged areas immediately. Weed during first 2 years of establishment.WINTER &EARLY SPRINGGENERALSUMMERFALLTEMPORARY SEEDING MUST OCCUR WHEN DENUDED AREAS WILL NOT BE
BROUGHT TO FINAL GRADE WITHIN 7 CALENDAR DAYS (SEE NOTE 3 ABOVE).
TEMPORARY SEEDING SCHEDULE
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
PARTRIDGE PEA 10
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50
lb/acre.
SEEDING DATES: May 15-Aug 15
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Feb 1-May 15
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of
50 lb/acre.
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Aug 15-Dec 30
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50 lb/acre.WINTER &EARLY SPRINGGENERAL1.TO ENSURE SURVIVABILITY, WATER GRASS AT LEAST WEEKLY DURING DROUGHT.
2.CONTRACTOR TO KEEP RECORD OF SEED PURCHASE AND APPLICATION RATES FOR FINAL INSPECTION (BAGS & RECEIPTS).
3.GROUND STABILIZATION REQUIRED IN (7) SEVEN DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION IN (14) DAYS
ON OTHER AREAS
4.ALL AREAS DISTURBED DURING CONSTRUCTION TO SEEDED AND STABILIZED.SUMMERFALLTEMPORARY SEEDING MUST OCCUR WHEN DENUDED AREAS WILL NOT BE
BROUGHT TO FINAL GRADE WITHIN 7 CALENDAR DAYS (SEE NOTE 3 ABOVE).
TEMPORARY SEEDING SCHEDULE
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
PARTRIDGE PEA 10
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50
lb/acre.
SEEDING DATES: May 15-Aug 15
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Feb 1-May 15
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of
50 lb/acre.
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SEEDING DATES: Aug 15-Dec 30
A small-stemmed sudangrass may be substituted for Partridge Pea at a rate of 50 lb/acre.
SOIL AMENDMENTS:
Follow recommendation of soil tests. Use only amendments safe for riparian areas.
MULCH:
Apply 4,000 lb/acre straw. Anchor straw by tacking.
MAINTENANCE:
Refertilize if growth is not fully adequate. Topdress with 50 lb/acre of nitrogen in March (if applicable). If it is necessary to extend temporary cover beyond June 15th
overseed with mixes provided. Reseed, re-fertilize and mulch immediately following erosion or other damage.
PERMANENT SEEDING SCHEDULEWINTER &EARLY SPRINGPERMANENT SEEDING MUST OCCUR WITHIN 14 CALENDAR DAYS OF FINAL GRADING.
COVER CROPS (TEMPORARY SEEDING) TO BE ADDED TO PERMANENT SEEDING MIXES IF NO TEMPORARY SEEDING HAS BEEN PLACED PREVIOUSLY .
SEEDING MIXES: RATE (LB/ACRE)
CONSERVATION MIX (ERNMX 114)20GENERAL
SEEDING SCHEDULE
NTS6
SEE SPECIFICATIONS FOR SEED MIX DETAILS. THE SEED MIXES ABOVE IS AVAILABLE AT ERNST CONSERVATION SEEDS (800.873.3321). LOCAL
SOURCES OF SIMILAR SEED MIX MAY BE USED WITH LANDSCAPE ARCHITECT APPROVAL
HANDICAP PARKING U-CHANNEL POST
MOUNT WITH 5/16"x2 1/4" BOLTS
TOP & BOTTOM OF SIGN
SIGN TYPE R7-8A
METAL POST
FINISH GRADE
CONCRETE FOOTING
SIGN TYPE R7-8D, 1 REQ.
AT EACH H-CAP SPACE
STEEL ENCASED CONCRETE BOLLARD
PAINTED SAFETY YELLOW
4" WHITE REFLECTIVE TAPE
U-CHANNEL POST
MOUNT WITH 5/16"x2 1/4" BOLTS
TOP & BOTTOM OF SIGN
SEE PLAN FOR SIGN TYPE
METAL POST
FINISH GRADE
CONCRETE FOOTING
SIGNS:
1.ALL SIGNS TO BE ENGINEERING GRADE,
REFLECTIVE.
2.SEE PLAN FOR MUTCD NAME
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL16.0
P2 PAVING DETAILS
April 1, 2020
100% CDS NFC
ASPHALT PAVING
NTS3
CONCRETE PATH
NTS1 NATURAL SURFACE TRAIL
NTS2
2" MIN
.5% MIN.
3' PATH
MEET EXISTING GRADE 3-5% CROSS-SLOPE
LIGHTLY COMPACTED
SUBGRADE
5% MIN.
MAINTAIN POSITIVE DRAINAGE
ACROSS TRAIL / 3-5% CROSS SLOPE
HARDWOOD MULCH, SOIL
STABILIZER, OR SIMILAR,
LIGHTLY COMPACTED
BROOM FINISH CONCRETE
FIBER MIXED INTO CONCRETE
FOR REINFORCEMENT
4"2" AGG. BASE
COMPACTED SUBGRADE
NOTES:
1.CONCRETE WALKS AND PADS TO BE FLUSH WITH FINISH GROUND
ELEVATION.
2.NATURAL OR COMPACTED FILL SUBGRADE MATERIALS SHALL HAVE A LIQUID
LIMIT (LL) LESS THAN 50 AND A PLASTICITY INDEX (PI) OF LESS THAN 10.
3.PLACE A 1
8" SAW JOINT AS SPECIFIED ON PLAN TO 1 1
2" DEPTH.
4.PLACE A 1
8" EXPANSION JOINT EVERY 48-52' AND FILL WITH PRE-MOULDED
EXPANSION
5.SLOPE SLAB TO DRAIN 1-2% MAXIMUM PER SITE CONDITIONS.
6.CONCRETE STRENGTH SHALL BE 4000 PSI.
7.BROOM FINISH EXPOSED CONCRETE SURFACE PERPENDICULAR TO PEDESTRIAN TRAFFIC
FLOW.
8.THIS DETAIL REFERENCES PATHWAYS, SIDEWALKS, AND PADS NOT OTHERWISE NOTED AS ADJACENT TO WETLAND
OR NEEDING TO SUPPORT LARGE VEHICLES
9.SEE THE LAYOUT & MATERIALS PLAN FOR CONTROL JOINT LOCATIONS.
EXTEND BASE COURSE 6"
BEYOND EDGE OF ASPHALT
12" COMPACTED SUBGRADE
TO 95% ASTM D 698, (TYP.)
PRIME COAT
6"
8" AGGREGATE BASE COURSE (TYPE "ABC")
TACK COAT
PROPOSED 2.5" ASPHALT CONCRETE
INTERMEDIATE COURSE, TYPE I19.0B
PROPOSED 1.5" ASPHALT CONCRETE SURFACE
COURSE, TYPE SF9.5A
4"
NOTES:
1.ALL PAVING WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH
THE LATEST EDITION OF D. O. T. STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES.
2.ALL ASPHALT PAVEMENT AND STONE BASE THICKNESS SPECIFIED SHALL BE
AFTER COMPACTION.
3.SUBGRADE AND STONE BASE SHALL BE MECHANICALLY COMPACTED
(ROLLED) TO THE DENSITY OF NATURAL AND UNDISTURBED SOILS (APPROX. 95%
OF THE MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698, MODIFIED
PROCTOR.).
4. PAVEMENT SECTION FOR PAVING UP TO NCDOT RIGHT OF WAY LIMIT.
GREENWAY
NTS4
1' MIN
10'
NON-WOVEN GEOTEXTILE
(WHERE NEEDED BASED ON
GEOTECH)
6" CABC STONE
DOROLITE CONDUIT OR
APPROVED EQUAL
COMPACTED SUBGRADE
(6" 97% MP)
EXISTING SUBGRADE
2%2%
2" SF 9.5B ASPHALT
BASE COURSE
1" SF 9.5B
SURFACE COURSE
CABC STONE BASE
EXTENDS 1' ON
BOTH SIDES OF TRAIL
1' x 2" CRUSHED
GRANITE ON BOTH SIDES
(TO BE APPROVED BY
LANDSCAPE ARCHITECT)
STANDARD CONDITION
STANDARD CONDITION ADJACENT TO WETLAND
CONCRETE STEPPING STONES
NTS5
18" X 9" X 4' STEPPING
STONES
RIVER COBBLE AROUND
STONES
BROOM FINISH CONCRETE
FIBER MIXED INTO CONCRETE
FOR REINFORCEMENT
5"2"AGG. BASE
COMPACTED SUBGRADE
NOTES:
1.CONCRETE WALKS AND PADS TO BE FLUSH WITH FINISH GROUND
ELEVATION.
2.NATURAL OR COMPACTED FILL SUBGRADE MATERIALS SHALL HAVE A LIQUID
LIMIT (LL) LESS THAN 50 AND A PLASTICITY INDEX (PI) OF LESS THAN 10.
3.PLACE A 1
8" SAW JOINT AS SPECIFIED ON PLAN TO 1 1
2" DEPTH.
4.PLACE A 1
8" EXPANSION JOINT EVERY 48-52' AND FILL WITH PRE-MOULDED
EXPANSION
5.SLOPE SLAB TO DRAIN 1-2% MAXIMUM PER SITE CONDITIONS.
6.CONCRETE STRENGTH SHALL BE 4000 PSI.
7.BROOM FINISH EXPOSED CONCRETE SURFACE PERPENDICULAR TO PEDESTRIAN TRAFFIC
FLOW.
8.THIS DETAIL REFERENCES PATHWAYS, SIDEWALKS, AND PADS NEEDING TO SUPPORT LARGE VEHICLES
9.SEE THE LAYOUT & MATERIALS PLAN FOR CONTROL JOINT LOCATIONS.
EXTEND BASE COURSE 6"
BEYOND EDGE OF ASPHALT
12" COMPACTED SUBGRADE
TO 95% ASTM D 698, (TYP.)
PRIME COAT
6"
8" AGGREGATE BASE COURSE (TYPE "ABC")
TACK COAT
PROPOSED 2.5" ASPHALT CONCRETE
INTERMEDIATE COURSE, TYPE I19.0B
PROPOSED 1.5" ASPHALT CONCRETE SURFACE
COURSE, TYPE SF9.5A
4"
NOTES:
1.ALL PAVING WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH
THE LATEST EDITION OF D. O. T. STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES.
2.ALL ASPHALT PAVEMENT AND STONE BASE THICKNESS SPECIFIED SHALL BE
AFTER COMPACTION.
3.SUBGRADE AND STONE BASE SHALL BE MECHANICALLY COMPACTED
(ROLLED) TO THE DENSITY OF NATURAL AND UNDISTURBED SOILS (APPROX. 95%
OF THE MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698, MODIFIED
PROCTOR.).
4. PAVEMENT SECTION FOR PAVING UP TO NCDOT RIGHT OF WAY LIMIT.
5. GEOTEXTILE FABRIC TO BE USED FROM MIDLINE OF PARKING TOWARD
WETLAND.
GEOTEXTILE FABRIC
NOTES:
1.THE TRAIL SHALL BE ALIGNED TO AVOID REMOVAL OF TREES GREATER THAN 6" IN DIAMETER BREAST HEIGHT WHERE
POSSIBLE.
2.STUMPS LOCATED IN THE TRAIL TREAD SHALL BE COMPLETELY REMOVED. THOSE LOCATED IN THE TRAIL CORRIDOR TO BE
CUT FLUSH TO THE GROUND.
3.WORK SHALL BE PERFORMED WITH HAND TOOLS OR LOW IMPACT MECHANIZED EQUIPMENT WITH A FOOTPRINT NO WIDER
THAN THE SPECIFIED TRAIL TREAD UNLESS APPROVED BY THE PROJECT MANAGER.
4.UNLESS OTHERWISE SPECIFIED, THE TRAIL SHALL BE CONSTRUCTED WITH A "FULL BENCH CUT".
5.THE TRAIL BACKSLOPE SHALL TRANSITION SMOOTHLY TO THE BERMSIDE.
6.ALL VEGETATIVE/ROOT MATTER IN THE TRAIL TREAD SHALL BE REMOVED EXCEPT FOR LARGE FEEDER ROOTS.
7.THE TRAIL SHALL HAVE A COMPACTED SOIL SURFACE. COMPACTION SHALL BE COMPLETED USING A MECHANIZED TAMPER
SUCH AS A VIBRATING PLATE COMPACTOR. THE TRAIL SHALL BE SHAPED TO LEAVE A UNIFORM SURFACE FREE FROM
INDENTATIONS OR PROTRUSIONS. THE GRADING OF THE TREAD, BACK SLOPE, AND DRAINAGE FEATURES SHALL BE
FINISHED TO A SMOOTH, STABLE SURFACE.
8.TRAILS CONSTRUCTED WITHIN 100FT OF A STREAM SHALL BE COMPLETED AND STABALIZED BY THE END OF EACH WORK
DAY.
9.GRADE REVERSALS AND GRADE DIPS SHALL BE CONSTRUCTED TO REMOVE WATER FROM THE TRAIL TREAD. ALL NEEDED
GRADE REVERSALS AND/OR DIPS WILL BE DONE ACCORDING TO IMBA STANDARDS AS SPECIFIED IN THEIR BOOK TRAIL
SOLUTIONS.
10.GRADES SHALL NOT EXCEED 10%.
NOTES:
STONE TO BE FLAT FIELDSTONE WITH SURFACE TO MATCH BOULDERS USED ON SITE OR CONCRETE STEPPING
STONES
ADA PARKING SIGN
NTS6 MUTCD PARKING SIGN
NTS7
SUPPORT 80,000 LB. LOAD
6"
END OF PARKING SPACE
45°
3'
6'-0"
30"
3"
10-12"
6"
2-#4 REBARS (MINIMUM)
PRECAST CONCRETE WHEEL STOP
PLACEMENT PLAN
CENTER IN STALL
EDGE OF GRAVEL
10"-12"
6' LONG PRECAST CONCRETE WHEEL STOP
W/2-#4 BARS CONT. 5'-9" LONG
PARKING SURFACE AS SPECIFIED
2-#6 BARS THRU WHEEL STOP & GRAVEL MIN 30" LONG. INTO
GRAVEL
GRAVEL PARKING SURFACE
NOTE: WHEEL STOPS TO BE USED ONLY WHERE SHOWN ON
PLANS
2-#6 REBARS COUNTERSINK
AND GROUT
*PREFABRICATED RECYCLED CONCRETE WHEEL STOPS ARE PREFERRED. INSTALL BY MANUFACTURER
SPECIFICATIONS, IF APPLICABLE. ACTUAL DIMENSIONS MAY VARY SLIGHTLY.
6"
3'-0"
NOTES:
1.CENTER CROSSWALKS TO THEIR
CORRESPONDING CONNECTIONS,
BUT DO NOT SET THEM WITHIN
THE INTERSECTION AREA
ESTABLISHED BY BISECTING THE
INTERSECTION RADII
2.FOLLOW MANUFACTURERS
RECOMMENDATIONS FOR
APPLICATION OF THERMOPLASTIC
3.SETBACK DISTANCE FROM INSIDE
CROSSWALK MARKING TO
NEAREST TRAVEL LANE IS 4' MIN
4.A CLEAR SPACE OF 4' MIN. SHALL
BE PROVIDED WITHIN THE
CROSSWALK
5.CROSSWALK AT BOAT RAMP, 10'
MIN. WIFTH. CROSSWALK ACROSS
DRIVEWAY, 6' MIN.6'-0" TO 10'0"2'-0"
4'-0"
TOTAL DISTANCE VARIES
SEE PLAN
2'-0"
WHITE THEMOPLASTIC
PAVEMENT MARKINGS
4'-0"EDGE OF PAVEMENTCLEAR
SPACE
TYP.
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL16.1
SURFACE MARKING
DETAILS
April 1, 2020
100% CDS NFC
ARROW STRIPING
NTS4
CROSSWALK
NTS3
NTS
CONCRETE WHEEL STOP5
STRIPING TO BE PAINTED IN 4" STRIPS
AT 60° ANGLE WITH 24" SPACING
BETWEEN STRIPES AND 4" BORDER
AROUND SPACE
8' MIN.
(SEE PLAN FOR
DIMENSIONS)
8' MIN ( VAN)
5' MIN (CAR)
STRIPING SURFACE SHOULD
BE LEVEL AND ALIGNED
FLUSH WITH WALKWAY,
IF APPLICABLE
5
L7.0 ADA PARKING SIGNAGE
4
L7.0 WHEEL STOP
ADA PARKING
NTS
1
SEE PLAN FOR PARKING LOCATIONS
STRIPING NOTES:
1.PAINT TO BE NCDOT APPROVED, BLUE (TRAFFIC) PAINT.
2.SEE PLAN FOR ALL PARKING STALL AND AISLE DIMENSIONS.
3.SEE PLAN FOR ADA MARKERS AND SIGN LOCATIONS.
GRADING NOTES (CONCRETE PAD):
1.MAXIMUM CROSS SLOPE 2%.
2.MAXIMUM LONGITUDINAL SLOPE 2%.
3.SEE GRADING PLAN FOR LOCATIONS.
PAINT WITH TRAFFIC PAINT
4"8"
20°
1'-0"4"2"R1'-0"2"
86°4"3"4"4"
R4"8"8"STRIPING NOTES:
1.PAINT TO BE NCDOT APPROVED, BLUE
(TRAFFIC) PAINT.
2.SEE PLAN FOR ADA MARKERS LOCATIONS.
NTS
ADA MARKER2
NOTES:
1.USE THE COLOR WHITE FOR ALL PAVEMENT
MARKING SYMBOLS.
2.SEE PLAN FOR ALL PARKING STALL AND
AISLE DIMENSIONS.
3.SEE PLAN FOR ADA MARKERS AND SIGN
LOCATIONS.
4.DO NOT LOCATE PAVEMENT MARKING
SYMBOLS AS ENCROACH INTO
INTERSECTION AREAS
SILVER-LINE PARK3"SEALDRAWN BY:CHECKED BY:Copyright © 2019, Equinox EnvironmentalConsultation & Design, Inc.37 Haywood St.Suite 100Asheville, NC 28801t 828.253.6856f 828.253.8256DRAWING SCALENOTE: If this drawing is not 24x36" it has been revisedfrom its original size and the scales noted ondrawings/details are no longer applicable.REVISIONS DATEPHASEDATEDRAWING NAMEDESIGN BY:N
O
T

F
O
RCONSTRUCTIONAS SHOWNWoodfin, North Carolina
SILVER-LINE PARK
TOWN OF WOODFINL16.2PICNIC DETAILSApril 1, 2020100% CDS NFC29"96"29" NOM.17" NOM.CROSS BRACESCENTER BRACKET59 1/4"9 1/4"NOMINALPICNIC TABLENTS1GROUP GRILL WITH SURFACE MOUNT36" MAX. TOCOOKING SURFACE3,000 PSI CONCRETEFOOTING36"FINISHED GRADEMOUNTED INTO CONCRETEFOOTING WITH ANCHORBOLTS(SUPPLIED BYMANUFACTURER)LARGE GROUP GRILLWITH SIDE SHELF(KAY MODEL SPD450OR APPROVED EQUAL)12"BENCH SWINGNTS34" X 8" BEAM4" X 8" POST4" X 8" x 16"SPACER4" X 8" x 24"SPACER4" X 8" BEAM12" x 6" GALVANIZEDSTEEL BOLTS, TYP.10'3'10'6' BENCH SWINGCONCRETE FOOTER18"KIOSKNTS4ENTRANCE SIGNNTS5NTSSTAND UP GRILL2POST ANCHOR, TYP.GALVANIZED STEEL STANDING SEAM ROOFWITH KYNAR 500 OR EQ FINISH OVER 3" THICKAND 6" WIDE KILN DRIED AND PT TOUNG ANDGROOVE STRUCTURAL WOOD DECKING3" X 6" TONGUE AND GROOVE DECKING RUNNINGLONGITUDINAL WITH THE SLOPE OF THE ROOF2" X 3" JOIST KILN DRIED AND PT WITHTAPERED ENDS, 2' O.C.2" X 10" PT BEAMS SET IN NOTCH IN POST ANDBOLTED USING 34" X 4" GALVANIZED BOLTS (POSTNOTCH TO BE CUT AT ANGLE SPECIFIED)2" X 4" PT CROSS MEMBER SETBETWEEN TWOSPACERS AND BOLTED USING 34" X 10"GALVANIZED BOLTS4' X4' PLACARD (BOTH SIDES) TO BE BOLTEDTO CROSS MEMBERS.NOTE: PLACARD DESIGN TO BE DONE IN AFUTURE PHASE.BENCH, SEE THIS DETAIL FOR FRAMINGDETAILCONCRETE PAD6" X 6" PT POSTS1'-6"2'-8"3'-4"7'-4"1'9'-2"1'7°GALVANIZED STEEL STANDING SEAM ROOF,18" SEAM SPACING, CONCEALED FASTENERS3" X 6" TONGUE AND GROOVE DECKING RUNNINGLONGITUDINAL WITH THE SLOPE OF THE ROOF2" X 3" JOIST KILN DRIED AND PT WITHTAPERED ENDS, 2' O.C.2" X 10" PT BEAMS SET IN NOTCH IN POST ANDBOLTED USING 34" X 4" GALVANIZED BOLTS6" X 6" PT POSTS TO BE CUT FLUSH WITH THEBEAMS AT THE TOP AND TO SIT ON AND BESECURED TO A POST ANCHOR AT THE BOTTOM2" X 4" SPACER, TYP.2" X 4" CROSS MEMBER, TYP.34" X 10" GALVANIZED BOLTS.PLACARD IN THE BACKGROUNDBENCH, SEE FRAMING DETAIL IN THIS DETAILKNIFE PLATE CONNECTION TO CONCRETE USINGCONCRETE ANCHORS TO SECURE PLATE TO CONCRETEAND BOLTS TO 12" BOLTS TO SECURE TO WOODCONCRETE PADPOST ANCHORSCONCRETE FOOTER TO EXTEND 6" BEYONDANCHORS IN ALL DIRECTIONS AND 18" DEEPBASE COURSECOMPACTED SUB-BASE TO MEETGEOTECHNICAL SPECIFICATIONSTO THE RIVERFRONT ELEVATION FACING WESTSECTION THROUGH TALLER POSTS FACING RIVERKIOSK BENCH FRAMING PLAN6" X 6" KIOSK POSTS1" X 4" FASCIA BOARDSWITH 45 DEG. MITERJOINTS FLUSH WITHBENCH DECKING2" X 4" CROSS MEMBERS,ATTACHED TO POSTSWITH 12" X 4" GALVANIZEDSTEEL BOLTS, TYP. BOTHSIDES OF ALL POSTSAND CUT TO BE FLUSHWITH FASCIA BOARDS2" X 8" BEAMS (TYP. OFPERPENDICULAR POSTS),ATTACHED TOCONCRETE USING KNIFEPLATE2" X 10" BEAMS (TYP. OFANGLED POSTS),ATTACHED TOCONCRETE USING KNIFEPLATE2" X 6" STRUCTURALDECKING TO BE CUT AT45 DEG. AT CORNERS9"12.5"3"3"3"6'1"9°EQEQ12.5"2'-6"4'CROSS BAR JOINT SECTIONB: LONGITUDINAL SECTIONFRONT ELEVATION LOOKING EASTA: CROSS SECTIONGALVANIZED STEEL STANDINGSEAM ROOF WITH KYNAR 500OR EQ FINISH, CONCEALEDFASTENERS24 GA. GALV. STEEL DRIP EDGE4X6 SPACER (ABOVE AND BELOW CROSS BEAM4" X 8" PT WOOD CAP, ENDATTACHED TO POST TO BECUT FLUSH WITH POSTPOST CREATED FROM (2)2X10 PT BOARDSSANDWICHING 4" WIDESPACERS (SEE SECTION INTHIS DETAIL)WOODFIN LOGO (RELIEF ANDCOLOR DETAILS TO BEDETERMINED BY CLIENTPRIOR TO PRODUCTION)PARK NAME, 4" AERIAL TEXTWITH 1/2-3/4" RELIEF ONSAND BLASTED HDU BOARD2" RELIEF EDGE AS SHOWN6X6 CROSS BEAMFASTENED TOBOULDER W/ KNIFEPLATE AND BOULDERANCHORSAB24 GA. GALV. STEELDRIP EDGE12" X 6" COUNTERSUNKBOLTS SECURINGCAP TO POST4X6 PT SPACER2X10 PT FACE BOARDOF POST (BOTH SIDES)NOTCHED CROSS BEAM34" X 6" BOLTS, TYP.4X6 PT SPACERPOST ANCHOR34" BOLT WITH NUT ANDWASHERS, TYP.24 GA. GALV. STEEL DRIP EDGE ALLSIDES12"X4" COUNTERSUNK BOLTDADO JOINT FOR HDU BOARD, HDUBOARD TO BE 1 12" THICK AT EDGESMEETING DADO JOINTSAPPROX. 1" GAP SO SPACERS SIT FLUSH WITHOUTSIDE EDGES4X4 SPACER TO RUN THE FULL LENGTH OF THEPOST12" X 6" BOLTS, COUNTER SUNK12"X5 12" NOTCH IN CROSS BEAM(BOTH SIDES)POST FACE BOARD (BOTH SIDES)GAP BETWEEN SPACERSFOOTER, TO EXTEND 6" FROMPOST ALL SIDES AND 24" DEEP6" CABC AROUND ALL SIDES OFFOOTERCOMPACTED SUB GRADE UNDERFOOTER AND BOULDER4'-6"
12"MIN.14°6'6"2"EQEQR6"EQEQ1'9"14" HEAVY DUTY GALVANIZEDSTEEL CHAIN RATED TO A MIN.500LB. WEIGHT CAPACITY, TYP.4X6PT POST12"X5 12" NOTCH IN CROSS BEAM(BOTH SIDES)2X6 POST FACE BOARD (BOTHSIDES)4X6 SPACER SITS ON TOP ANDBELOW CROSS BEAM, FULLLENGTH OF POST AS PART OF THEPOSTCROSS BEAM EXTENDS 3" PASTPOST
FIELDSTONE BOULDER
WITH FLAT/LEVEL
TOP
BOULDER TO HAVE
MOSTLY ROUNDED EDGES
12" MIN.
15" - 36" RANGE
VARIES (SEE PLAN FOR
APPROX. DIMENSIONS)
BOULDER NOTES:
-BOULDERS TO BE FREE OF MACHINE MARKINGS AND BLEMISHES.
-STONE TO BE TN, NC, OR VA FIELDSTONE ORIGIN WITH ROUNDED EDGES
-LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND LOCATION (FLAGGED)
BEFORE PLACEMENT
-BOULDERS TO BE EMBEDDED IN GROUND BETWEEN 1
3 - 1
2 OF OVERALL HEIGHT.
BURY APPROX.
1
3 OF BOULDER MIN.
CLASS A RIPRAP
BOULDER (3' X 4' X 5')
NON-WOVEN GEOTEXTILE
FILTER FABRIC
EXISTING
RIVER BED
NATURAL GROUND
CLASS B RIPRAP
2' DEPTH
3" TOPSOIL
1:1 OR FLATTER
NON-WOVEN
GEOTEXTILE FILTER
FABRIC
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL16.3
P2 STORMWATER
CONTROL
MEASURE DETAILS
April 1, 2020
100% CDS NFC
TREATMENT SWALE
NTS4 WEIR
NTS5
LANDSCAPE BOULDER
NTS3
FINISH GRADE
SIZES VARY (SEE PLAN)
(HIGH WATER LEVEL)
SUBGRADE
3:1 - 10:1 SIDE
SLOPES
3:1 MAX.
PLANTINGS (SEE PLANTING PLAN)
STORAGE VOLUME
BENTONITE CLAY LINER*
(SEE WETLAND
CONSTRUCTION NOTES)
WETLAND CONSTRUCTION NOTES:
·DURING EXCAVATION OF THE CONSTRUCTED WETLAND CONTACT PROJECT LANDSCAPE ARCHITECT IF
GRADING REVEALS PROBLEMATIC CONDITIONS FOR HOLDING WATER SUCH AS SANDY SOILS, GRAVEL,
DRAIN TILES, ETC. PROJECT REFINEMENTS MAY BE NECESSARY TO CREATE A FUNCTIONING
WETLAND.
·CONTRACTOR SHALL CONSTRUCT THE WETLAND IN A WAY THAT REDUCES THE POTENTIAL FOR
EROSION WHICH MAY INCLUDE TEMPORARY DIVERSION DITCHES
·STRIP AND STOCKPILE TOPSOIL IF PRESENT. SOILS UNCOVERED DURING EXCAVATION THAT CONTAINS
CLAY OR LOAM SOILS CAN BE USED WITHIN THE WETLAND AREA. NO SAND, GRAVEL, OR ROCK MAY
BE USED WITHIN THE WETLAND.
·OVER EXCAVATION MAY BE NECESSARY TO REMOVE SILT, SEDIMENT, SAND, GRAVEL OR CONDITIONS
THAT WOULD IMPACT WETLAND FUNCTION.
·EQUINOX TO OVERSEE FINE GRADING OF CONSTRUCTED WETLAND (HIGH POINTS AND LOW POINTS
GIVEN ON PLAN FOR GENERAL DIRECTION).
·ALL BOTTOM AREAS WITHIN "HIGH WATER BOUNDARY" TO BE TILLED WITH BENTONITE CLAY LAYER
UNLESS WATER IS PRESENT (FROM HIGH WATER TABLE).
··BENTONITE POWDER TO BE TILLED AT A RATE OF 1-2 LBS PER SQUARE FOOT, WETTED WITH
SPRINKLER, AND ROLLED TO COMPACT CLAY PARTICLES (FINAL SOIL COMPOSITION SHOULD BE
A MIN OF 20% CLAY).
··ADD WATER WHILE CLAY SOIL LAYER IS WET - DO NOT ALLOW WETLAND TO DRY OUT AND
CRACK, OR SEAL WILL BE COMPROMISED.
··ALTERNATIVELY, A CLAY LINER MAY BE ALSO BE USED (FOLLOW MANUFACTURER'S
INSTALLATION REQUIREMENTS).
·REMOVED SOIL TO BE MIXED WITH TOPSOIL (OR APPROVED PLANTING MIX) AND ADDED ABOVE
PREPARED CLAY BOTTOM AND LIGHTLY COMPACTED IN 6" LIFTS ABOVE CLAY LINER. NO SAND,
GRAVEL, OR ROCK MAY BE USED WITH THE SOIL LIFTS.
·SPREAD SOIL MIX AND SMOOTH OVER THE BOTTOM AND SIDES OF THE COMPLETED WETLAND AND
UP THE INSIDE SLOPES OF THE WETLAND TO A DEPTH OF 12" AND SHALL MEET PROPOSED FINISHED
GRADE SHOWN ON PLAN.
·MULCH WITH HYDROSEEDING AFTER PLANTING.
PREPARED SOIL MIX (5 PARTS
NATIVE SOIL:1 PART TOPSOIL
THOROUGHLY MIXED)12" MIN.3"-6" DEPTH(VARIES)FINISH GRADE
CELL SIZES & SLOPES VARY
6" STORAGE DEPTH MINIMUM AND 9"
MAXIMUM (9" TYPICAL)
(HIGH WATER LEVEL)
DECOMPACTED
SUBGRADE
5:1
TYP.3:1
MAX.
SEE GRADING PLAN
2" x 4" KEY
0.6 H
WEIR NOTCH
REINFORCED CONCRETE CANTILEVERED WALL
36"
X
5
8 REBAR
WEIR NOTCH ELEVATION
FLOW
10"3"18"
DOWNSPOUT GARDEN
NTS2
FOREBAY SHALLOW POOL/
SHALLOW WATER
ZONE
DEEP POOL
WETLAND CONSTRUCTION NOTES:
·WETLAND SHOULD BE GRADED SO THAT WATER ENTERS FOREBAY FIRST
·BEYOND THE FOREBAY, THE WETLAND SHALL BE GRADED TO HAVE LOWER AND HIGHER ELEVATIONS
(SHALLOW POOL AND DEEPER POOL) FOR PROPER WETLAND FUNCTION
·SIDE WALLS SHALL BE A MAXIMUM OF 3:1 WITH AN AVERAGE OF 8:1
4" POP-UP DRAIN
EMITTER
COMPACTED SUBGRADE
NOTE: CONTRACTOR SHALL GRADE SUBGRADE
AND INSTALL PIPE TO DRAIN @ 0.5% SLOPE MIN.
SEE STORM PLAN FOR PIPE LOCATIONS
4" HDPE
JOINT IF APPLICABLE TO
CONNECT WITH 4" PIPE TO DRAIN
EMITTER
PIPE (0.5% SLOPE MIN.)
DOWNSPOUT GARDEN OUTFALL SECTION
PLANTING (SEE PLANTING PLAN)
COBBLE AROUND EMITTER
(EMITTER SHOULD HAVE A 2'
RADIUS FREE FROM
PLANTINGS
PERMENANT
POOL 1952.69'
TEMPORARY
INDUNDATION
1953.00'
6'
RIVER BANK BOULDER TOE
NTS1
1'
4'4'
CONSTRUCTED WETLAND
NTS6
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINL16.4
PLANTING DETAILS
April 1, 2020
100% CDS NFC
TREE PROTECTION DETAIL
NTS
1 DECIDUOUS TREE PLANTING DETAIL
NTS
2 EVERGREEN PLANTING DETAIL
NTS
3
MULTI-STEM TREE PLANTING DETAIL
NTS
4 SHRUB PLANTING DETAIL
NTS
5
OPEN PLANTING HOLE LARGE
ENOUGH TO ACCOMMODATE
ROOTS. COVER ROOTS WITH SOIL
AND LIGHTLY TAMP TO ELIMINATE
AIR POCKETS IN PLANTING HOLE.
LEAVES AND ROOT CROWN TO
REMAIN UNDAMAGED DURING
PLANTING
2" MULCH AFTER
PLANTING IS COMPLETE
PLANT ROOTS TO BE STRAIGHT &
UNDAMAGED BY INSTALLATION
ROOT CROWN LEVEL WITH
FINISH GRADE
PLANTING MATERIAL
NOTES:
1.WATER THOROUGHLY IMMEDIATELY AFTER PLANTING AND WATER
WEEKLY UNTIL ESTABLISHED.
2.NO FERTILIZER IS NECESSARY DURING PLANTING.
PERENNIAL PLANTING (TYPICAL SECTION)
SCALE: NOT TO SCALE6
Silver -Line Park Boat Ramp
Buncombe County, North Carolina
Town of Woodfin
Vicinity Map
Rogersville _
Johnson City
0
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Greeneville National Forest Wilkesboro
Blowing Rock o
42,
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Woodfin, NC
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Greenville
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Location Map
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SILVER. -LINE
PARK
(MOT TO SCALE)
Contact Information
Client/Owner:
Town of Woodfin
[phone]
[e-mail]
Landscape Architect -
Equinox
[phone]
[e-mail]
IN THE EVENT OF A FUEL OR CHEMICAL SPILL: CALL 911
IN THE EVENT OF THE RELEASE OF A PLUME OF SEDIMENT: NC DEQ [phone]
IN THE EVENT OF AN INJURY THAT REQUIRES URGENT MEDICALATTENTION: CALL 911
March 26, 2020
GENERAL NOTES
Design
Sheet List Table
Sheet Number
Sheet Title
WW-1.0
Title Page
Boat Ramp - Site
WW-2.0
Plan
Boat Ramp - Profile
WW-3.0
and Cross -Section
Boat Ramp -
WW-4.0
Cross -Sections
Boat Ramp - Notes
WW-5.0
and Details
1. THE CONTRACTOR SHALL LOCATE ALL UTILITIES ON -SITE, COORDINATE CONSTRUCTION WITH ALL UTILITY OWNERS, AND BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION. THE CONTRACTOR MUST SCHEDULE ANY
REQUIRED UTILITY ADJUSTMENT WITH THE UTILITY OWNER TO ELIMINATE CONFLICTS.
2. THE CONTRACTOR SHALL CONFORM TO ALL PLAN AND SPECIFICATIONS SHOWN HEREIN AND NOTIFY THE ENGINEER (S20) IMMEDIATELY UPON THE DISCOVERY OF CONFLICTS OR CHANGES NOT CONSISTENT WITH THE CONTRACT
DOCUMENTS.
3. THE CONTRACTOR SHALL HAVE COPIES OF ANY REQUIRED PERMITS ON SITE AT ALL TIMES AND COMPLY WITH ALL REQUIREMENTS OF THE PERMITS AT ALL TIMES.
4. S20 RECOMMENDS THE PERMITTING AUTHORITY OF THE PROJECT CONTACT ANDREW MOORE [phone] OF THE NCDEQ ASHEVILLE REGIONAL OFFICE ABOUT WATER QUALITY REGULATIONS, AS WELL AS AMANDA JONES [phone]
FROM THE ARMY CORPS OF ENGINEERS ABOUT PERMIT REQUIREMENT THRESHOLDS. NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NC DEQ) STATES THAT BOAT RAMPS MAY BE CONSTRUCTED UNDER A CAMA GENERAL
PERMIT GIVEN THE SPECIFIC CONDITIONS LISTED IN 15A NCAC 07H .1300. NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES (DNR) DIVISION OF WATER QUALITY (DWQ) REQUIRES BOAT RAMP PROJECTS TO BE IN COMPLIANCE WITH
THE GENERAL PERMIT CONDITIONS AND PROVISIONS OF 15A NCAC 2H .1000, SESSION LAW 2006-246, AND SESSION LAW 2008-211 FOR STORMWATER MANAGEMENT.
5. THE CONTRACTOR IS RESPONSIBLE FOR, BUT NOT LIMITED TO, SUBMITTING PLANS FOR DELIVERY AND STORAGE OF MATERIALS AND SITE EQUIPMENT AS WELL AS FOR SITE ACCESS, EROSION CONTROL, TRAFFIC CONTROL, WATER CONTROL
AND DE -WATERING PLANS, PRIOR TO CONSTRUCTION.
6. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING SITE INFRASTRUCTURE AND VEGETATION AS DIRECTED BY THE ENGINEER (S20), INCLUDING BUT NOT LIMITED TO, CONCRETE, ASPHALT, SITE CIRCULATION PATHS, CURB
AND GUTTER, TREES, SHRUBS, GRASSES, AND ALL SOFT OR HARDSCAPE OUTSIDE OF THE IMMEDIATE CONSTRUCTION AREA AND ITS REPLACEMENT IN THE EVENT IF DAMAGE TO EQUAL OR BETTER CONDITION.
7. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SURVEY INCLUDING BUT NOT LIMITED TO CONSTRUCTION STAKING AND ESTABLISHMENT OF CONTROL POINT LOCATIONS AND ELEVATIONS.
8. IN AREAS OF DISTURBANCE, THE CONTRACTOR SHALL ADHERE TO THE REVEGETATION PLAN PER EQUINOX ENVIRONMENTAL WITH CONCERNS TO TOPSOIL REMOVAL, STOCKPILE, AND SPECIAL TREATMENT OF RIPARIAN AREAS.
9. IF PREVIOUSLY UNKNOWN HISTORIC OR ARCHEOLOGICAL REMAINS ARE DISCOVERED DURING CONSTRUCTION, THE CONTRACTOR MUST IMMEDIATELY STOP WORK AND NOTIFY BOTH THE OWNER'S REPRESENTATIVE AND S20 OF THESE
ITEMS AND WORK MAY NOT COMMENCE UNTIL WRITTEN APPROVAL IS GIVEN TO PROCEED.
10. THE CONTRACTOR MUST BE AVAILABLE AND PROVIDE ALL NECESSARY RESOURCES FOR PERIODIC INSPECTIONS FROM REGULATORY AGENCIES, INCLUDING BIT NOT LIMITED TO THE UNITES STATES ARMY CORPS OF ENGINEERS OF THE
NORTH CAROLINA DEPARTMENT OF PUBLIC HEALTH, AT ANY TIME DURING THE CONSTRUCTION TIME PERIOD. THIS PERIOD INCLUDES PRE -CONSTRUCTION AND POST -CONSTRUCTION.
11. THE CONTRACTOR MUST MEET ALL REQUIREMENTS FOR BMP'S AS DESCRIBED IN THE CONSTRUCTION SPECIFICATIONS.
12. THE CONTRACTOR IS RESPONSIBLE FOR MANAGING A SAFE SITE ON ACCORDANCE WITH LOCAL CODES AND REGULATIONS.
13. ALL STAGING AND STOCKPILING AREAS SHALL ADHERE TO THE FLOODPLAIN PERMITTING REGULATIONS AND REQUIREMENTS.
14. THE CONTRACTOR IS RESPONSIBLE FOR MONITORING ALL SITE SAFETY REQUIREMENTS AND REGULATIONS THROUGH THE ENTIRE DURATION OF ON -SITE CONSTRUCTION ACTIVITIES.
MATERIAL SPECIFICATIONS:
Bedding Material
A. Bedding material consisting of a well graded 3" to 4" cobble and sand mixture or approved native alluvium shall be placed to a depth no greater
than 12 inches, on top of all installed filter fabric, prior to the placement of boulder so as to prevent tearing or ripping.
Boulder
A.
B.
C
C
F2
F
Individual stone boulders shall be dense, sound and free from cracks, seams and other defects conducive to accelerated weathering.
The boulders shall be weathered to sub -rounded in shape. At a minimum exposed rock should have one flat surface and this should be the only exposed
surface.
Boulders shall be sound, hard, durable particles free from silt, clay, shale, sandstone, flaky particles, topsoil, organic matter, and other deleterious
materials.
a.The Contractor shall remove silt, clay, topsoil and other deleterious materials from the surfaces of the boulders in such a way as to
prevent excess turbidity levels within the river or inhibit the bond with concrete, prior to transporting the boulders to the site.
The Contractor shall stockpile the materials on -site in a manner that requires the minimum amount of material handling and that prevents the
contamination of the boulders with underlying soils.
a.Placement of a gravel bed may be necessary as directed by the Engineer.
All boulder shall have the following properties:
a.Bulk specific gravity (saturated surface -dry basis) not less than 2.5.
b.Absorption not more than 2% by weight.
c.Rock that fails to meet these requirements may be accepted only if similar rock from the same source has been demonstrated to be
sound after five years or more of service under conditions of weather, wetting and drying, and erosive forces similar to those anticipated.
Alternatively native or imported stone, already at the site and meeting the standards outlined above, may be used.
d.The ratio of maximum to minimum boulder dimensions shall not exceed 3.0.
Boulders shall be fieldstone with the following gradation:
Effective Particle Size Diameter (ft)
Percent Passing by Mass I%)
2.5
0-40
3.0
40-60
3.5
60-100
G. All boulder supplied by the contractor shall comply with the following standards:
Unified Compressive Strength of Drilled
AASHTO T 24
2500 psi, minimum
Cement
Type GU, general use Portland cement, with a total alkali content less than .65% (na2o equivalent) and a compressive strength o psi or greater as d spele .
A. All cement shall be derived from a single manufacturing source for the duration of the contract for consistent quality and compatibility of all concrete
materials.
Filter Fabric
A. The Contractor shall furnish all non -woven filter fabric as described in the Construction Documents (or an equivalent approved by the Engineer in writing).
B. Filter fabrics shall be installed per manufacturer's recommendations.
C. Filter fabrics shall be placed in direct contact with undisturbed bank materials.
D. Filter Fabric shall be free of tears of rips prior to and following boulder installation.
E. To protect filter fabrics during construction a layer of bedding material, with a 6 inch minimum depth, shall be placed over all filter fabrics prior to receiving
boulder installations.
CONSTRUCTION SEQUENCE:
1. Call 811 (North Carolina) OR 1-800-632-4949 from anywhere in the U.S for utility
information. Call 2 business days in advance before you begin construction,
grade or excavate for marking of underground member utilities.
2. Review and maintain all necessary construction permits.
3. Notify Owner's Representative and Engineer of anticipated start date.
4. Perform all specified Site Documentation.
5. Prepare and submit all specified Submittals;
6. Prepare and post all site safety and construction protocols;
7. Identify construction access, staging, stockpiling, and oiling areas for Engineers
approval;
8. Install BMPs, barrier fencing, signs, and safety protocols;
9. Locate and clearly mark, all onsite utilities-,
10. Protect in Place all permanent site features (i.e. trees, infrastructure, buildings,
utilities, etc.);
11. Locate and install all applicable temporary facilities;
12. Establish all necessary Survey Control, locations to be approved by the Engineer
prior to installation-, and
13. Perform rough survey stakeout of in -channel activities sufficient to describe
feature locations.
14. Install a cofferdam around the base of the ramp if water level is higher than the
ordinary high water elevation at the time of construction.
15. Pump out any remaining water form the site.
16. Excavate site to the lines, grades, slopes, and elevations shown in the drawings
or as needed to place structure or foundation rock.
17. Place any bank stabilization and sub -grade aggregate road base per the
construction plans.
18. Mix and pour concrete per material specifications on page WW-5.0.
19. Install footer structures and boulders per details on page WW-5.0
20. When final grades have been achieved and concrete had been solidified and
tested, remove all construction equipment from the site and permanently
stabilized any disturbed area per the Silver -line Park plans.
S20 Design and Engineering
Scott Shipley, P.E.
318 Mcconnell Drive
Lyons CO, 80540,
USA
[phone]
Client
Town of Woodfin
Project Name:
Silver -Line Boat Ramp
St,qtl tS'
100% CDs
Drawing Name:
Title Page
Revisions:
Drawn By:
Sydney Salzwedel
Checked By.
Scott Shipley
Dati
03/26/2020
Vertical Datum:
NADD 88
Stamp:
REUSE OF DOCUMENT:
THIS DOCUMENT IS THE PROPERTY OF S20 DESIGN AND ENGINEERING. THE IDEAS, DESIGN
AND CONTENT INCORPORATED ON THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL
SERVICE AND SHALL NOT BE USED FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF S20 DESIGN AND ENGINEERING.
Scale: I Sheet:
ww- 1. 0

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PROPOSED STORM DRAIN PIPE
\
PROPOSED SITE TRAIL \ \ \
40
O .
.\ l
\
THE ELEVATION ALONG THIS CROSS-SECTION,
PERPENDICULAR TO THE BOAT RAMP ALIGNMENT
SHOULD BE AT A CONSISTENT ELEVATION OF:
1944.29'
I
10
WE
Feet
C),
\
\
ROPOSED CONTOURS
THE ELEVATION ALONG THIS
PERPENDICULAR TO THE B�
SHOULD BE AT A CONSIS,
1947.68'
4.0%
KEL
SS<.SECTION,
AMP�CLIGNMENT
EVATION'nF:
TIE-IN ELEVATION AT 1948.84'
THE ELEVATION ALONG THIS CROSS-SECTION,
PERPENDICULAR TO THE BOAT RAMP ALIGNMENT
SHOULD BE AT A C-ON SI STEN T ELEVATION OF:
1945.81' i
S20 Design and Engineering
Scott Shipley, P.E.
318 Mcconnell Drive
Lyons CO, 80540,
USA
[phone]
Client
Town of Woodfin
Project Name -
Silver -Line Boat Ramp
St'qtlI!;-
100% CDs
Drawing Name:
Site Plan
Revisions:
0/0000-\ \ Drawn By:
\ f - Sydney Salzwedel
\ \ i
Checked By:
\ Scott Shipley
\7-yo,
�1 q Datr
\ 03/26/2020
SAE Vertical DatumC NADD 88
N
� � Q
�v Stamp:
_
\
TIE-IN ELEVATION AT 1942.84'
C
4 00
REUSE OF DOCUMENT:
THIS DOCUMENT IS THE PROPERTY OF S20 DESIGN AND ENGINEERING. THE IDEAS, DESIGN
AND CONTENT INCORPORATED ON THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL
SERVICE AND SHALL NOT BE USED FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF S20 DESIGN AND ENGINEERING.
Scale: I Sheet:

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BOAT RAMP PROFILE
S20 Design and Engineering
Scott Shipley, P.E.
318 Mcconnell Drive
Lyons CO, 80540,
USA
[phone]
GRADE BREAK STA = 1+12.05
VERTICAL CURVE ELEV = 1942.840
-3 99% 241-10" GRADE BREAK STA = 0+79.61
ELEV = 1947.711 Client
F-r, 19 5 F19 50 Town of Woodfin
Q
O
D
1960
If�'I�'161
1940
1930-16-
-50
GRADE BREAK STA = 0+00.00
ELEV = 1951.678
-40
UPLAND PER EQUINOX.
REFER TO SHEET L6.0 FOR
VEGETATION PLAN
EXISTING SUBGRADE
GRADE BREAK STA = 0+54.68
ELEV = 1949.498
BOAT RAMP ELEVATION
AT 1947.68'
EXISTING STORM
DRAIN PIPE
-30
SIDE & TOP
FOOTING
-20
SECTION A' -A
STA: 0+80.00
ELEV:1947.65
anon
SECTION A'A
ml=zip; :a:.l I .::: I:::I I I ICI �:::.I IJI I.::::I I,.I I —
-10
YC
" CONCRETE
OAT RAMP
SS 6 ROADBAS 6"
LIFT COMPACTED T
98% STANDARD PROCTOR
COMPACT SUBGRADE O
98% STANDARD PROCTOR
OR UNDISTURBED -ALLUVIUM
0
10
SECTION B'-B
STA: 0+90.00
ELEV: 1946.12
SECTION C'-C
STA: 1 +00.00
ELEV: 1944.65
BOAT RAMP ELEVATION
AT 1947.68'
7
#4 REBAR ON 12"
CENTERS EACH WAY
20
5- 02%
1 +10 0
POSED GRADE
INSTALL 12" MINIMUM
ALLUVIAL RIPRAP
-INSTALL 36" DIAMETER BOULDER
INSTALL FILTER FABRIC (DIRECT
CONTACT W/ UNDISTURBED SU GRADE)
30
40
1940
1+25
0 6 12
Feet
HORIZONTAL & VERTICAL SCALE
1960
1950
1940
-61930
50
0 5 10
Feet
HORIZONTAL & VERTICAL SCALE
Project Name -
Silver -Line Boat Ramp
Stat! IS'
100% CDs
Drawing Name:
Profile and Cross Section
Revisions:
Drawn By:
Sydney Salzwedel
Checked By:
Scott Shipley
Datr
03/26/2020
Vertical Datum:
NADD 88
Stamp:
REUSE OF DOCUMENT:
THIS DOCUMENT IS THE PROPERTY OF S20 DESIGN AND ENGINEERING. THE IDEAS, DESIGN
AND CONTENT INCORPORATED ON THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL
SERVICE AND SHALL NOT BE USED FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF S20 DESIGN AND ENGINEERING.
Scale:
Sheet:
WW_3.0

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1960
1�`16191
1940
1950
1930
50
SIDE & TOP p 1
FOOTING
EXISTING SUBGRADE
SECTION B'-B
D 1 6" CONCRETE
BOAT RAMP
CLASS 6 ROADBASE 6"
LIFT COMPACTED TO
98% STANDARD PROCTOR
COMPACT SUBGRADE TO
98% STANDARD PROCTOR
OR UNDISTURBED ALLUVIUM
-40 -30 -20 -10 0
BOULDER TOE BANK STAILIZATION
PER EQUINOX. REFER TO SHEET L15.3 FOR DETAIL
40
30
SIDE & TOP D-1
FOOTING
EXISTING SUBGRADE
20
-10
SECTION C'-C
10
BOAT RAMP ELEVATION
AT 1945.81'
EXISTING GRADE — --
PROPOSED GRADE
UPLAND PER EQUINOX.
REFER TO SHEET L6.0 FOR
—INSTALL 12" MINIMUM VEGETATION PLAN
ALLUVIAL RIPRAP
INSTALL 36" DIAMETER BOULDER
INSTALL FILTER FABRIC (DIRECT
CONTACT W/ UNDISTURBED SUBGRADE)
#4 REBAR ON 12"
CENTERS EACH WAY
20
30
40
BOAT RAMP ELEVATION
AT 1944.29' EX STING GRADE
PROPOSED GRADE
1 k
INSTALL 12" MINIMUM
ALLUVIAL RIPRAP
D 1 6" CONCRETE
BOAT RAMP
— CLASS 6 ROADBAS 6"
LIFT COMPACTED T
98% STANDARD PR INSTALL 36" DIAMETER BOULDER
COMPACT SUBGRADE O
98% STANDARD PROCTOR INSTALL FILTER FABRIC (DIREC
OR UNDISTURBED ALLUVIUM p 1 #4 REBAR ON 12" CONTACT W/ UNDISTURBED SU GRADE)
CENTERS EACH WAY
0
10
20
30
REINVENTING WHITEWA
1960 S20 Design and Engineering
Scott Shipley, P.E.
318 Mcconnell Drive
Lyons CO, 80540,
USA
[phone]
Client
1950 Town of Woodfin
1940
Project Name -
Silver -Line Boat Ramp
1930 St'qttI!;'
50 100% CDs
0 5 10
Feet
HORIZONTAL & VERTICAL SCALE
Drawing Name:
Cross Sections
UPLAND PER EQUINOX.
REFER TO SHEET L6.0 FOR
VEGETATION PLAN
40
1960
1950
1940
-61930
50
0 5 10
Feet
HORIZONTAL & VERTICAL SCALE
Revisions:
Drawn By:
Sydney Salzwedel
Checked By.
Scott Shipley
Datr
03/26/2020
Vertical Datum:
NADD 88
Stamp:
REUSE OF DOCUMENT:
THIS DOCUMENT IS THE PROPERTY OF S20 DESIGN AND ENGINEERING. THE IDEAS, DESIGN
AND CONTENT INCORPORATED ON THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL
SERVICE AND SHALL NOT BE USED FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF S20 DESIGN AND ENGINEERING.
Scale: Sheet:
ww- 4. 0

%8" x 1" DEEP SAW CUT,
FILL W/ SPECIFIED
EPDXY JOINT FILLER
SLEEVE OR PRE -ATTACHED
POLYETHYLENE COVERING
APPLY BOND BREAKER
1 /2" O X 24" LONG SMOOTH
DOWELS @ 12" O.C.
SET AT MID DEPTH OF SLAB
(#4 REBAR @ 12" O.C.
EACH WAY NOT SHOWN)
1 5/8" 2 3/8" 4"
_� r _� �_ �_�
RAD. 1"
#4 REBAR @ 12"
O.C. EACH WAY
6"
6"
CLASS 4 AGGRAGATE
ROADBASE
MIRAFI 180N —
FILTER FABRIC
#4 REBAR @ 12"
O.C. EACH WAY
EXISTING NATIVE
ALLUVIUM
12'' -
18" k
1/O
24"
t�
I
12"
J
I
BACKFILL CUT
W/ NATIVE 12"
KEYWAY
MINUS ALLUVIUM
STACK BOULDERS
(36" DIA MIN)
#4 REBAR @ 12"
O.C. EACH WAY
CLASS 4 AGGRAGATE
ROAD BASE
CONSTRUCTION JOINT (OPTIONAL) 2 SURFACE CORRUGATIONS 3 END FOOTING 4 SIDE & TOP FOOTING
SECTION SCALE 1 "=2' D-1 SECTION SCALE 1 "=1' D-1 SECTION SCALE 1 "=2' D-1 SECTION SCALE 1 "=2'
Portland Cement Concrete Pavement
(Section 700 NC 2018 Standards and Specifications for Roads and Structures)
PREPARATION OF SUBGRADE AND BASE:
- Prepare the subgrade and base beneath Portland cement concrete pavement in accordance with the
applicable sections of these Specifications and with a grading tolerance of ± 1/4 inch from the established
grade on mainline lanes and a grading tolerance of ± 1/2 inch in all other areas. Use approved
automatically controlled grading and paving equipment to produce final subgrade and base surfaces
meeting the lines, grades and cross sections required by the plans or as directed. When in the judgment
of the Engineer the use of such equipment is impractical, this requirement will be waived.
- Dampen the surface of the base at the time the concrete is placed. Sprinkle the base when necessary to
provide a damp surface. Ensure that no free water or ponding is present at the time of concrete
placement. Correct all damaged areas in the subgrade or base before placing concrete.
- Do not allow traffic on the underlying asphalt courses other than necessary local traffic and essential
construction equipment as authorized by the Engineer.
- Unless otherwise approved, use and maintain a braided metal cable stringline reference to control the
profile and alignment of the concrete pavement. Monitor the stringline for accuracy and tautness. Set pins
at a distance no farther than 50 feet apart. When located on a vertical curve, set pins no farther than 25
feet apart.
PLACING CONCRETE
(A) General
Use a slip form paver to place concrete except where impractical due to irregular areas or areas of
existing pavement adjacent to the proposed pavement. Place concrete only in the presence of the
Engineer or his authorized representative. Handle concrete so as to prevent segregation and keep free
from mud, soil or any other foreign matter. Where finishing operations must be completed after dark,
provide acceptable artificial light in accordance with Section 1413. Do not pave when any of the following
conditions exist:
(1) A descending air temperature at the location of the concrete paving operation and away from
artificial heat reaches 35°F. Paving may resume when the weather forecast is projected to
reach a high of 40°F on that day's operation and the morning ambient temperature is
above 32°F.
(2) The subgrade or base course is frozen.
(3) Aggregates to be used in the mix contain frozen particles.
(4) Air temperature in the shade is 90°F and rising or the concrete temperature is greater than 95°F.
Where additional pavement, aggregate or soil must be placed adjacent to new pavement by machine
methods, do not place it until the concrete has attained a compressive strength of at least 3,000 psi.
Construction equipment or hauling equipment will not be allowed over the pavement until the concrete
has attained a compressive strength of 3,000 psi. Spread the concrete uniformly over the entire area
without segregation. Perform the spreading with a mechanical spreader independent of the paver except
where hand methods are necessary due to pavement design, equipment breakdown or other
emergencies
CONSTRUCTION METHOD
- Construct concrete pavement in accordance with Section 700. (above)
- Place concrete in 2 lane minimum widths in a single operation except as follows:
(A) Where the total number of lanes is an odd number, in which case one of the lanes may be placed in
a separate operation.
(B) Areas such as ramps or auxiliary lanes where the total width is less than 2 lanes.
INSTALL FOOTER STRUCTURES
- Stone boulders shall be placed as shown on the drawings, without any gaps, so that each boulder is in
direct contact with all surrounding boulder.
- Each stone shall be placed to the final position by suitable equipment for handling material and, if
necessary, the stone shall be picked up and repositioned.
- Boulder to be placed on subgrade compacted to 95% of maximum as determined by the standard
proctor method (ASTM d-698-66t or AASHTO t 99) or undisturbed native alluvium.
- Non -woven 8oz filter fabric (Mirafi 180n or equivalent) shall be placed in intimate contact with
undisturbed bank materials and overlain with a minimum depth of 6 inches of bedding material prior to the
placement of all boulder within the active river channel.
BOAT RAMP
PLAN
NOTE: 4
1. TYPICAL CORRUGATION PATTERN SHOWN. ACTUAL CORRUGATION PATTERN MAY VARY WITH ENGINEERS APPROVAL. 5
2. CONTROL JOINTS SHALL BE CUT PARALLEL WITH CORRUGATION PATTERN AND SHALL NOT CROSS BETWEEN RIDGES.
3. PORTLAND CEMENT CONCRETE 4500 PSI (COMPRESSION) 28 DAY STRENGTH
uurl\muh/A 1 Iu1140 I vv I Irvv
#4 REBAR EPDXY COATED TYPE 3A OR POLYESTER RESIN
RAMP AND FOOTING TO BE CAST MONOLITHIC.
30'-0"
SCALE 1"=3'
S20 Design and Engineering
Scott Shipley, P.E.
318 Mcconnell Drive
Lyons CO, 80540,
USA
[phone]
Client
Town of Woodfin
Project Name -
Silver -Line Boat Ramp
StatlIs-
100% CDs
Drawing Name:
Notes and Details
Revisions:
Drawn By:
Sydney Salzwedel
Checked By.
Scott Shipley
Datr
03/26/2020
Vertical Datum:
NADD 88
Stamp:
REUSE OF DOCUMENT:
THIS DOCUMENT IS THE PROPERTY OF S20 DESIGN AND ENGINEERING. THE IDEAS, DESIGN
AND CONTENT INCORPORATED ON THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL
SERVICE AND SHALL NOT BE USED FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF S20 DESIGN AND ENGINEERING.
Scale: I Sheet:
ww- 5.0

SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINA0.1
SITE PLAN
April 1, 2020
100% CDS NFC
SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINA1.0
FLOOR PLANS
April 1, 2020
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SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINA1.1
TRAIN PLATFROM
FRAMING PLAN
April 1, 2020
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SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINA1.2
REFLECTED
CEILING PLANS
April 1, 2020
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SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINA1.3
ROOF PLANS
April 1, 2020
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SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINA2.0
ELEVATIONS
PAVILION
April 1, 2020
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SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINA2.1
ELEVATIONS TRAIN
PLATFORM
April 1, 2020
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SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINA3.0
3D PERSPECTIVE
PAVILION
April 1, 2020
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SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINA3.1
3D PERSPECTIVE
TRAIN PLATFORM
April 1, 2020
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SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINA4.0
BUILDING
SECTIONS
PAVILION
April 1, 2020
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SEAL
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Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINA4.1
BUILDING
SECTIONS TRAIN
PLATFORM
April 1, 2020
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SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINA5.0
TRAIN PLATFORM
SECTION DETAILS
April 1, 2020
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SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINA5.1
PAVILION SECTION
DETAILS
April 1, 2020
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SEAL
DRAWN BY:CHECKED BY:
Copyright © 2019, Equinox Environmental
Consultation & Design, Inc.
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
DRAWING SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.REVISIONSDATEPHASE
DATE
DRAWING NAME
DESIGN BY:NOT FORCONSTRUCTIONAS SHOWNWoodfin, North CarolinaSILVER-LINE PARKTOWN OF WOODFINA5.2
MISC. DETAILS
April 1, 2020
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LEGEND
PIPING SYMBOLS
COMPANION FLANGE
UNION
^r BALL VALVE
Its
HB
SS
ow ow
W
w
mmimmimmim
FLOODWAY
O
0
GATE VALVE
PRESSURE REDUCING VALVE
REDUCED PRESSURE
BACKFLOW PREVENTOR ASSEMBLY
HOSE BIBB
PIPE CAP
MAJOR CONTOUR (5—FOOT)
MINOR CONTOUR (1—FOOT)
BOUNDARY LINE
SEWER LINE
PROPOSED SEWER LINE
FENCE LINE
ELECTRIC (ROW EXTENT)
ELECTRIC (OVERHEAD WIRE)
UNDERGROUND WATERLINE
PROPOSED UNDERGROUND WATERLINE
RAIL LINE
STREAM
FLOODWAY
100 & 500—YEAR FLOODPLAIN
POTENTIAL WETLAND AREA
EASEMENT BOUNDARY
CONCRETE PADS
SEWER CLEANOUT
SEWER MANHOLE
UTILITY POLE
EXISTING TREES TO REMAIN
GENERAL NOTES
MISCELLANEOUS SYMBOLS AND ABBREVIATIONS
ODRAWING NOTES
A# REVISION NOTES
BF
BARRIER FREE
CENTER LINE
CO
CLEANOUT
D
DRAIN LINE
DCW
DOMESTIC COLD WATER
HB
HOSE BIBB
HCP
HANDICAP
INV
INVERT ELEVATION
PRV
PRESSURE REDUCING VALVE
RBG
RUN BELOW GRADE
RP
RECIRCULATING PUMP
RPBP
REDUCED PRESSURE BACKFLOW PREVENTER
SS
SEWER LINE
TYP
TYPICAL
VLV
VALVE
W
WATER LINE
E.C.
ELECTRICAL CONTRACTOR
G.C.
GENERAL CONTRACTOR
M.C.
MECHANICAL CONTRACTOR
P.C.
PLUMBING CONTRACTOR
1. PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2018 EDITION OF THE NORTH
CAROLINA STATE PLUMBING CODE.
2. SITE PIPING SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICTS, INTERFERENCES
AND TO PROVIDE A CODE COMPLIANT INSTALLATION.
3. ALL FIXTURES AND EQUIPMENT SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO
ORDERING.
4. INSTALL ALL FIXTURES AND EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS.
5. REFER TO UTILITY NOTES ON SHEET P0.1.
PLUMBING SUMMARY
DRAINAGE FIXTURE UNITS: .5
DOMESTIC WATER SUPPLY FIXTURE UNITS: .5
DOMESTIC WATER SUPPLY DEMAND: 1.5 GPM
PLUMBING FIXTURE - EQUIPMENT CONNECTION SPECIFICATION SCHEDULE
ITEM
DESCRIPTION
WASTE
VENT
CW
HW
SPECIFICATION
MANUFACTURER
MODEL
SEE NOTE
SEE NOTE
SEE NOTE
CONCRETE, CONCRETE COLOR, SINGLE BOWL. PEDESTAL MOUNTED, OUTDOOR. PROVIDE 2" P—TRAP,
DF
DRINKING FOUNTAIN
3
4
5
—
AND VALVE BOX FOR DOMESTIC WATER SUPPLY SHUT—OFF VALVE ACCESS (SIZE AS REQUIRED).
SIT
REF. 370 - COLUNA
INSTALL FIXTURE PER MANUFACTURER'S INSTRUCTIONS.
NOTES:
1. FIXTURE SELECTION AS INDICATED. SEE SPECIFICATION FOR OTHER ACCEPTABLE MANUFACTURERS.
2. ALL PLUMBING FIXTURES, EQUIPMENT, VALVES, FITTINGS, AND ACCESSORIES IN DOMESTIC WATER
SYSTEM MEANT FOR HUMAN CONSUMPTION ARE REQUIRED TO MEET ALL APPLICABLE LEAD FREE
REQUIREMENTS.
3. WASTE OPENING IS 32 MM PVC. PROVIDE TRANSITION TO 2" PVC AT OPENING. INSTALL PER NC
PLUMBING CODE FOR COMBINATION WASTE AND VENT REQUIREMENTS.
4. INDIVIDUAL VENT IS OMITTED IN LIEU OF DVW SYSTEM.
5. DOMESTIC WATER SUPPLY CONNECTION IS 16 MM PEX. PROVIDE TRANSITION TO 1/2" TYPE 'L'
COPPER AT OPENING.
6. FOR HEATED INSULATED ENCLOSURE, PROVIDE UL LISTED HEAT CABLE THAT HAS BEEN
INDEPENDENTLY CERTIFIED FOR DAMP OR WET CONDITIONS.
SPECIALTIES:
SELECTION BASED ON WATTS AND SAFE—T—COVER. SEE SPECIFICATION FOR OTHER ACCEPTABLE MANUFACTURERS.
CLEANOUTS
HOSE BIBBS
PRESSURE REDUCING VALVE
REDUCED PRESSURE
BACKFLOW PREVENTER
HEATED INSULATED ENCLOSURE
HEATED INSULATED ENCLOSURE HE
3/4" REDUCED PRESSURE
BACKFLOW PREVENTER ASSEMBLY
3/4" PRESSURE REDUCING VALVE
P P
3/4"—
DRAIN VIA ENCLOSURE PANEL
3/4"—/
STRAINER
PRESSURE REDUCING VALVE ASSEMBLY DETAIL
SCALE: NONE
18"x18"x16" THICK CONCRETE
PAD CROWN TO SHED WATER
FINISH GRADE OR PAVING
ili
DEPTH OF BURY SHALL BE IN
ACCORDANCE WITH LOCAL AUTHORITY
CO WATTS SERIES CO-260 IN 18"X18"X4" THICK PAD
HB WATTS 3/4" LFSC-3 W/ LF813 VACUUM BREAKER
PRV WATTS 3/4" SERIES LF25AUB—Z3
RPBP WATTS 3/4" SERIES LF007
HE
3/4"
SAFE—T—COVER 20OS—AL (SEE NOTE 6)
PRESSURE GAUGE (TYP.)
BALL VALVE (TYP.)
!� HOSE BIBB
/_ NAME OF SERVICE CAST IN TOP COVER
ADJUSTABLE CAST IRON VALVE
BOX SLEEVE WITH COVER
CAST IRON VALVE BOX BASE
12"x12"x4" THICK CONCRETE BLOCK
ZZ"WATER MAIN — SEE PLAN
1 FOR SIZE AND LOCATION
4ND SPECIFICATIONS
FOR SIZE AND TYPE OF VALVE
DRAWING NOTES:
1. FOUNTAIN SHALL BE INSTALLED WITH HORIZONTAL DOMESTIC WATER PIPING 2'-0" BELOW
GRADE SLOPED AT MINIMUM 2% TO LOW POINT. VALVE BOX SHALL BE OPEN —BOTTOM,
MINIMUM 2'-0" BELOW GRADE WITH 4" GRAVEL AND BALL —VALVE SHUT—OFF & HOSE BIBB.
2. FROST LINE SHALL BE CONSIDERED 18 INCHES BELOW GRADE PER BUNCOMBE COUNTY
PERMITS AND INSPECTIONS DEPARTMENT.
VALVE BOX AT FOUNTAIN SHUT-OFF DETAIL
SCALE: NONE
CONCRETE PAD
55 Broad Street
Asheville, NC 28801
828.252.0575
Cg NC Firm License # C-0459
mcgillassociates.com
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EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
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SIGNED AND DATED %/
////111 Ilhllally\signed by James A.
James A. Hubbard Hubbard
Dale: 2020.03.26 14:26:40-04'00'
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED IN
ACCORDANCE WITH THE STANDARD CERTIFICATION REQUIREMENTS
FOUND IN NC ADMINISTRATIVE CODE 21-56.1103(E). THIS DIGITAL
SIGNATURE HAS BEEN FOUND BY THE NC BOARD OF EXAMINERS
FOR ENGINEERS AND SURVEYORS TO MEET THESE STANDARDS.
PLEASE CONTACT THE SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
DESIGN BY:
DRAWN BY:
CHECKED BY:
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Copyright ©2019, Equinox Environmental
Consultation & Design, Inc.
PHASE
Bid Set
DATE
03/26/2020
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 2436" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
LEGENDS, NOTES,
DETAILS, AND
SCHEDULES
POOO

®
�NM
3/4" RPZ ASSEMBLY AND PRV IN HEATED ENCLOSURE HE - SEE 1 /PO.0.
SET ENCLOSURE ON CONCRETE PAD, AND PROVIDE TRAFFIC BOLLARDS FOR
PROTECTION, COORDINATE EXACT LOCATION WITH OWNER. FOR ENCLOSURE
WPA' INf_ TPl7Wr I-IIPIC_ F70P MIKIM IIT Mill PI F(:TPIr1AI PAMPI Tr) FN(:I (1CI IRF
AS THEIR EXISTENCE AND LOCATION WERE KNOWN AT THE TIME OF THE PREPARATION OF THE DRAWINGS. HOWEVER,
NOTHING IN THESE CONTRACT DOCUMENTS SHALL BE CONSTRUED AS A GUARANTEE THAT SUCH UTILITIES ARE IN 8. WHEN WATER MAIN IS ABOVE SEWER, BUT WITH LESS THAT 18" CLEARANCE, OR WHEN THE SEWER IS ABOVE THE
THE LOCATION INDICATED OR THAT THEY ACTUALLY EXIST, OR THAT OTHER UTILITIES ARE NOT WITHIN THE AREA OF WATER MAIN, BOTH WATER MAIN & SEWER LINE SHALL BE CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS
OPERATIONS. THE CONTRACTOR SHALL MAKE ALL NECESSARY INVESTIGATIONS TO DETERMINE THE EXISTENCE AND EQUIVALENT TO WATER MAIN STANDARDS FOR A MIN. LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO THE
LOCATIONS OF SUCH UTILITIES. THE CONTRACTOR SHALL PAY FOR ANY DAMAGE TO AND FOR ANY MAINTENANCE SEWER, OF 10' EACH SIDE OF THE CROSSING WITH FULL SECTIONS CENTERED AT THE POINT OF CROSSING.
AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES.
3. THE CONTRACTOR SHALL OBTAIN &PAY FOR, PRIOR TO THE BEGINNING OF ANY WORK, ALL PERMITS &LICENSES 9' DURING CONSTRUCTION OR DEMOLITION, CONTRACTOR SHALL PROVIDE VEHICLE ACCESS FOR FIRE FIGHTING PURPOSES
NECESSARY TO ACCOMPLISH WORK. AND A WATER SUPPLY FOR FIRE PROTECTION IS REQUIRED. PROTECTION SHALL BE MADE SERVICEABLE PRIOR TO
AND DURING THE TIME OF CONSTRUCTION. SEE 06 NORTH CAROLINA BUILDING CODE CHAPTER 33 (SAFEGUARDS
4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE JOB SITE & DURING CONSTRUCTION) AND SECTIONS 06 NORTH CAROLINA FIRE PROTECTION CODE CHAPTER 14 (FIRE SAFETY
LOCATION OF ALL EXISTING FACILITIES & UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THESE PLANS. THE DURING CONSTRUCTION AND DEMOLITION) THAT WOULD BE APPLICABLE FOR THIS PROJECT.
CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES OR 10. ALL UTILITY WORK SHALL BE PERFORMED BY A NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS; & IF DAMAGED, THEY SHALL BE
REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST TO THE OWNER. I Fri 55 Broad Street
N M Asheville, NC 28801
1 PLUMBING SITE PLAN 828.252.0575
P0.1 1" = 30'-0" F1 Cg NC Firm License # C-0459
0' 15' 30' 60' mcgillassociates.com
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EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
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SIGNED AND DATED�I UgiI1Iry\ned b\y James A.
James A. Hubbard Hubbard
Date: 2020.03.26 14:34:06-04'00'
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED IN
ACCORDANCE WITH THE STANDARD CERTIFICATION REQUIREMENTS
FOUND IN NC ADMINISTRATIVE CODE 21-56.1103(E). THIS DIGITAL
SIGNATURE HAS BEEN FOUND BY THE NC BOARD OF EXAMINERS
FOR ENGINEERS AND SURVEYORS TO MEET THESE STANDARDS.
PLEASE CONTACT THE SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
DESIGN BY:
DRAWN BY:
CHECKED BY:
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Copyright ©2019, Equinox Environmental
Consultation & Design, Inc.
PHASE
Bid Set
DATE
03/26/2020
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
PLUMBING
SITE PLAN
Pool

LIGHTING MOUNTING AS NOTED
SYMBOL DESCRIPTION
® CEILING MOUNTED FLUORESCENT FIXTURE; LETTER INSIDE OR
BESIDE DENOTES FIXTURE TYPE
CEILING MOUNTED FLUORESCENT LIGHTING FIXTURE, WIRED FOR
® NORMAL/STANDBY POWER OPERATION; LETTER INSIDE OR
BESIDE FIXTURE DENOTES FIXTURE TYPE
WALL MOUNTED FLUORESCENT FIXTURE
Q CEILING MOUNTED INCANDESCENT OR H.I.D. FIXTURE
10 WALL MOUNTED INCANDESCENT OR H.I.D. FIXTURE
0-0
0-0 POLE STANDARD LIGHT FIXTURE UNIT - SINGLE ARM
0-0-0
0--0-0 POLE STANDARD LIGHT FIXTURE UNIT - DOUBLE ARM
® POLE LANTERN TYPE LIGHT FIXTURE UNIT
® EXIT SIGN
Z EXIT SIGN (DOUBLE FACE)
ZEXIT SIGN WITH DIRECTIONAL ARROW
EMERGENCY BATTERY PACK UNIT
Ali
I REMOTE HEAD FOR EMERGENCY BATTERY PACK UNIT
SWITCHING
SYMBOL MOUNTING DESCRIPTION
S 48"AFF SWITCH, SINGLE POLE
S 48"AFF SWITCH, DOUBLE POLE
S 48"AFF SWITCH, 3-WAY
S 48"AFF SWITCH, 4-WAY
S 48"AFF SWITCH, DIMMER
S 48"AFF SWITCH WITH PILOT LIGHT
S 48"AFF SWITCH, MANUAL MOTOR STARTER, RATING AND THERMAL
OVERLOADS TO MATCH MOTOR NAME PLATE DATA
S 48"AFF SWITCH, MANUAL MOTOR STARTER WITH IVORY,
ILLUMINATED HANDLE
S 48"AFF SWITCH, MANUAL MOTOR STARTER WITH
PILOT LIGHT
S 48"AFF MANUAL MOTOR STARTER SWITCH FRACTIONAL
HORSEPOWER
O AS NOTED PHOTOELECTRIC CONTROL
El R1 48"AFF LIGHTING CONTACTOR
�— DESIGNATION
LIGHTING CONTACTOR REMOTE PUSH-BUTTON
LC-1 "ON -OFF" CONTROL
REPRESENTS LIGHTING CONTACTOR BEING CONTROLLED
El
AS NOTED DOOR SWITCH
MC AS NOTED MOTION CONTROL
OCEILING MOTION SENSOR
OS CEILING OCCUPANCY SENSOR
PANELBOARDS
SYMBOL MOUNTING DESCRIPTION
TOP BREAKER
6'-0"AFF
= TOP BREAKER
6'-0"AFF
NEW PANELBOARD - SURFACE MOUNTED
NEW PANELBOARD - FLUSH MOUNTED
EXISTING PANELBOARD - SURFACE MOUNTED
EXISTING PANELBOARD - FLUSH MOUNTED
DUCTBANK SYMBOL KEY
NEW CONDUIT, TYP.
O ® �
O
EXISTING CONDUIT, TYP.
NOTE: REFER TO DUCTBANK SCHEDULE & PLANS
FOR EXACT NUMBER & SIZE OF CONDUITS.
POWER
SYMBOL MOUNTING DESCRIPTION
WPC 36"AFF DUPLEX RECEPTACLE, 20A RATED
�
FOOTNOTE DELINEATES SPECIFIC DEVICE
DENOTES
MOUNTED 6" ABOVE COUNTERTOP
REQUIREMENT - SEE ABBREVIATIONS
36"AFF
SPECIAL PURPOSE OUTLET (SIZE INDICATED ON PLANS)
36"AFF
SINGLE RECEPTACLE, 20A RATED
36"AFF
DUPLEX RECEPTACLE -FLUSH -WITH GROUND FAULT CIRCUIT
INTERRUPTER
36"AFF
QUADRAPLEX RECEPTACLE, 20A RATED
18"AFF
DUPLEX RECEPTACLE -FLUSH - SURGE -PROTECTIVE
]i
DEVICE (SPD)
FLOOR
DUPLEX RECEPTACLE- FLOOR BOX -FLUSH
FLOOR
DUPLEX RECEPTACLE- FLOOR BOX -FLUSH -
SPD
SURGE -PROTECTIVE DEVICE (SPD)
®
FLOOR
COMBINATION DUPLEX RECEPTACLE (SPD)/VOICE OUTLET
SPD
PORT- (# DESIGNATES NUMBER OF VOICE PORTS) - FLOOR
BOX -FLUSH
`®
48"AFF
COMBINATION DISCONNECT SWITCH/MOTOR STARTER
MSE
DESIGNATION
AS NOTED
MOTOR (HORSEPOWER INDICATED ON PLANS)
Q
AS NOTED
JUNCTION BOX
TRANSFORMER
T-1
DESIGNATION
CM
AS NOTED
CIRCUIT MONITOR
VR 2
AS NOTED
VOLTAGE REGULATOR
SPD
AS NOTED
SURGE -PROTECTIVE DEVICE
F9
48"AFF
EMERGENCY POWER SHUT-OFF SWITCH
Q
48"AFF
LOCKABLE ON -OFF -AUTO SELECTOR SWITCH W/RED
INDICATOR LIGHT
EY
48"AFF
DISCONNECT SWITCH
DSA
DESIGNATION
J
480V
50KVA
TRANSFORMER
1
_SIZE
120V
I I I I
VOLTAGES
�MJ
SHIELDED ISOLATION TYPE TRANSFORMER
(-Y-m
O
EQUIPMENT CONNECTION
TYPICAL ANNOTATION
ODRAWING
KEYNOTE
CGMDP-701
PROCESS EQUIPMENT TAG
❑1
DEMOLITION KEYNOTE
SF
Q
REVISION TAG
HVAC EQUIPMENT TAG
HW1
DREVISION
CLOUD
AREA NEMA DESIGNATION TAG
F1 E-1
AAA
INSTRUMENTATION TAG
SAFETY SWITCH DESIGNATOR
240/30/3/15 D.E./1
VOLTAGE
AMPERAGE
#POLES
FUSE SIZE AND TYPE
NF = NON -FUSED
NPL = PER NAMEPLATE OF
EQUIPMENT SERVED
NEMA RATING
SAFETY SWITCH
NOTES:
1. INSTALL ALL FUSES SO THAT
LABELS ARE RIGHT -SIDE UP
AND FACING OUTWARD.
2. INSTALL OXIDATION INHIBITING
COMPOUND SUCH AS
PENETROX IN ALL FUSE CLIPS
OF SAFETY SWITCHES LOCATED
OUTDOORS OR IN WET
ENVIRONMENTS.
CONDUIT FEEDERS AND BRANCH CIRCUITS
SYMBOL DESCRIPTION
E
E
PE
PE
SE
SE
T
T
FO
FO
CTV
CTV
----EU----
----
PEU
----
----
SEU----
----
TU----
----
FOU----
----CTVU----
-XX XX-
-G G -
E E
NE NE
OVERHEAD ELECTRIC SERVICE
OVERHEAD PRIMARY ELECTRIC SERVICE
OVERHEAD SECONDARY ELECTRIC SERVICE
OVERHEAD TELEPHONE SERVICE
OVERHEAD FIBER OPTIC
OVERHEAD TELEVISION SERVICE
CONDUIT - EMBEDDED IN FLOOR OR EARTH
UNDERGROUND ELECTRIC SERVICE
UNDERGROUND PRIMARY ELECTRIC SERVICE
UNDERGROUND SECONDARY ELECTRIC SERVICE
UNDERGROUND TELEPHONE SERVICE
UNDERGROUND FIBER OPTIC
UNDERGROUND TELEVISION SERVICE
CONDUIT - IN WALL, CEILING OR EXPOSED
CONDUIT WITH IDENTIFIER
GROUND GRID
CONDUIT TURNED UP
CONDUIT TURNED DOWN
CONDUIT CAPPED
BRANCH CIRCUIT WIRING
CIRCUIT HOME RUN
IN -LINE HOME RUN
— CIRCUIT NUMBER
EMERGENCY ONLY CIRCUIT
NORMAL EMERGENCY CIRCUIT
DEVICES ON SAME CIRCUIT,
SEPARATELY CONTROLLED
ELECTRIC FEEDER LEGEND INDICATION
ABBREVIATIONS
A OR AMP
AMPERE
H.I.D.
HIGH INTENSITY DISCHARGE
P
# OF POLES IN CIRCUIT BREAKER
A.C.
ALTERNATING CURRENT
HP
HORSEPOWER
PH OR 0
PHASE
AF
FRAME AMPERE
H.P.S.
HIGH PRESSURE PUMP STATION
PM
POWER MONITOR
A.F.F.
ABOVE FINISHED FLOOR
HSPS
HIGH SERVICE PUMP STATION
PMT
PAD MOUNTED TRANSFORMER
A.F.G.
ABOVE FINISHED GRADE
HVAC
HEAT -VENT -AIR CONDITIONING
PNL
PANEL
A.I.C.
AMPERE INTERRUPTING CURRENT
I.G.
ISOLATED GROUND
PSI
POUNDS PER SQUARE INCH
AS
AMMETER SELECTOR SWITCH
I.D.
INNER DIAMETER
PT
POTENTIAL TRANSFORMER
AT
TRIP AMPERE
IMC
INTERMEDIATE METAL CONDUIT
PVC
POLYVINYL CHLORIDE
ATL
ACROSS -THE -LINE
IND.
INDUSTRIAL
REPL
REPLACE
A.T.S.
AUTOMATIC TRANSFER SWITCH
JB
JUNCTION BOX
QTY.
QUANTITY
AUTO
AUTOMATIC
J.I.C.
JOINT INDUSTRIAL COUNCIL
RGS
RIGID GALVANIZED STEEL
AWG
AMERICAN WIRE GAUGE
KA
KILOAMPERE
RVSS
REDUCED VOLTAGE SOLID STATE
B.F.G.
BELOW FINISHED GRADE
KCMIL
1000 CIRCULAR MILS
SC
SURGE CAPACITOR
BLDG.
BUILDING
KV
KILOVOLT
SCC
SYSTEM CONTROL CENTER
C OR COND.
CONDUIT
KVA
KILOVOLT AMPERE
SER
SERVICE ENTRANCE RATED
CB
CIRCUIT BREAKER
KW
KILOWATT
SM
SUB -METER
CKT
CIRCUIT
LA
LIGHTNING ARRESTOR
SP
SPARE
CID
CONTROL PANEL
LC
LIGHTING CONTACTOR
SPD
SURGE -PROTECTIVE DEVICE
CPT
CONTROL PANEL TRANSFORMER
LTG
LIGHTING
S.S.
STAINLESS STEEL
CR
CONTROL RELAY
MAX
MAXIMUM
SWBD
SWITCHBOARD
DESIG
DESIGNATION
MCB
MAIN CIRCUIT BREAKER
TBA
TO BE ABANDONED
DIA.
DIAMETER
mA
MILI-AMP
TBR
TO BE REMOVED
DIV.
DIVISION
MC
MANUFACTURER'S CABLE
TCC
TELECOMMUNICATIONS CLOSET
DPDT
DOUBLE POLE, DOUBLE THROW
MCC
MOTOR CONTROL CENTER
TDC
TELECOMMUNICATIONS DISTRIBUTION CLOSET
DS
DISCONNECT SWITCH
MFR
MANUFACTURER
TYP.
TYPICAL
E.C.
ELECTRICAL CONTRACTOR
MIN.
MINIMUM
UE
UNDERGROUND ELECTRIC
EHH
ELECTRIC HANDHOLE
M.L.O.
MAIN LUG ONLY
UH
UNIT HEATER
EMH
ELECTRIC MANHOLE
M.O.D.
MOTOR OPERATED DAMPER
UL
UNDERWRITERS LABORATORY
EP
EXPLOSION PROOF
MS
MOTOR STARTER
U.O.N.
UNLESS OTHERWISE NOTED
EUH
ELECTRIC UNIT HEATER
MTD.
MOUNTED
UT
UNDERGROUND TELEPHONE
E.W.
EACH WAY
N/A
NOT APPLICABLE
UV
ULTRAVIOLET
EX
EXISTING TO REMAIN
N.C.
NORMALLY CLOSED
V
VOLT
EXH
EXHAUST FAN
NEC
NATIONAL ELECTRICAL CODE
VAC
VOLTS ALTERNATING CIRCUIT
FU
FUSE
NEMA
NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION
VFD
VARIABLE FREQUENCY DRIVE
FIRE
FIBERGLASS REINFORCED EPDXY
NID
NETWORK INTERFACE DEVICE (4 POSITION)
VS
VOLTMETER SELECTOR SWITCH
G.C.
GENERAL CONTRACTOR
N.O.
NORMALLY OPEN
W
WIRE
GEN
GENERATOR
NO.
NUMBER
W/
WITH
GFCI
GROUND FAULT CIRCUIT INTERRUPTER
NPT
NOMINAL PIPE THREADS
WP
WEATHERPROOF
GND. OR GRID.
GROUND
OE
OVERHEAD ELECTRIC
XFMR
TRANSFORMER
GENERAL NOTES:
A. DRAWINGS ARE DIAGRAMMATIC IN NATURE, CONTRACTOR SHALL VERIFY DIMENSIONS PRIOR TO INSTALLATION. CONTRACTOR SHALL
COORDINATE ALL WORK WITH OTHER DIVISION TRADES TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. LOCATE FIXTURES, DEVICES,
ETC. IN ORDER TO AVOID INTERFERENCES.
B. ALL WORK SHALL BE PERFORMED AS REQUIRED BY APPLICABLE SECTION OF THE NATIONAL ELECTRICAL CODE, LATEST EDITION, AND
ALL GOVERNING LOCAL CODES, LAWS, AND/OR REGULATIONS.
C. SYSTEM AND EQUIPMENT GROUNDING CONTINUITY SHALL BE ASSURED AS REQUIRED BY APPLICABLE SECTIONS OF THE NATIONAL
ELECTRICAL CODE.
D. ALL WIRING SHALL BE TYPE "THHN-THWN" U.O.N.; MINIMUM WIRING SHALL BE #12 (POWER WIRE). ALL WIRE SHALL BE COPPER.
MINIMUM CONDUIT SIZE FOR METALLIC CONDUIT TO BE 3/4" AND 1" FOR PVC.
E. ALL CIRCUIT PROTECTIVE DEVICES SHALL HAVE THE REQUIRED RATING INTERRUPTING CAPACITY EQUAL TO OR GREATER THAN THE
AVAILABLE SHORT-CIRCUIT CURRENT AT ITS SUPPLY TERMINAL; MINIMUM INTERRUPTING CAPACITY. SHALL BE 10,000 AMPS,
SYMMETRICAL A.I.C. FOR 120/208V SYSTEMS AND 14,000 AMPS, SYMMETRICAL A.I.C. FOR 277/480V SYSTEMS. REFER TO PANEL
SCHEDULES FOR A.I.C. RATINGS.
F. ALL OUTDOOR EXPOSED CONDUIT TO BE RIGID GALVANIZED STEEL. TRANSITION FROM UNDERGROUND TO EXPOSED SHALL BE RIGID
GALVANIZED STEEL.
G. ALL UNDERGROUND CONDUITS TO BE SCHEDULE 40 PVC UNLESS OTHERWISE INDICATED. ALL SPARE CONDUITS SHALL INCLUDE A
NYLON PULL CORD.
SCHEDULE OF DRAWINGS
EO.0 . . . . ELECTRICAL LEGEND
EO.1 . . . . ELECTRICAL SITE PLAN
E1.0 . . . . ELECTRICAL FLOOR PLANS
E5.0 . . . . ELECTRICAL DETAILS
E6.0 . . . . ELECTRICAL SCHEDULES AND DIAGRAMS
I IPA 55 Broad Street
Asheville, NC 28801
828.252.0575
Cg NC Firm License # C-0459
mcgillassociates.com
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EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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DESIGN BY:
DRAWN BY:
CHECKED BY:
W.FLEMING
S.ROBERTS
N.HUFFMAN
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Copyright ©2019, Equinox Environmental
Consultation & Design, Inc.
PHASE
Bid Set
DATE
03/26/2020
DRAWING SCALE
NO SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
ELECTRICAL
LEGEND
EOnO

—'------
2 METERBASE-
MCB
(SPD BELOW)
LP1—,,
3/4"x10' COPPER
CLAD GROUND ROD
(MINIMUM 6' APART)
KEYNOTES:
OUNDERGROUND PIPE TO BE INSTALLED BEFORE ELECTRICAL BRANCH CIRCUIT. BRANCH
CIRCUIT TO BE BURIED NO DEEPER THAN 24" AT INTERSECTION OF WATERPIPE.
COORDINATE WITH PIPE INSTALLATION CONTRACTOR. ROUTE BRANCH CIRCUIT TO THE
OUTSIDE OF WETLAND AND CONCRETE SIDEWALK CIRCULATION AS SHOWN ON SHEET L2.0.
DO NOT ROUTE ANY BRANCH CIRCUITS THROUGH DESIGNATED WETLAND AS SHOWN ON
SHEET L2.0.
OCOORDINATE UTILITY SERVICE ROUTE WITH UTILITY COMPANY.
OPROVIDE UL LISTED SELF REGULATING HEAT TRACE CABLE LISTED FOR WET CONDITIONS.
HEAT TRACE CABLE SHALL BE A MINIMUM OF 18' LONG, 120V PLUG IN STYLE. CABLE
SHALL MEET ASSE STANDARD 1060 FOR USE AS FREEZE PROTECTION.
OPROVIDE ELECTRICAL HANDHOLE SIZED PER NEC 314.28.
OROUTE GFCI RECEPTACLE BRANCH CIRCUIT ON THE INSIDE OF LIMIT OF DISTURBANCE
LINE SHOWN.
ELECTRICAL SITE PLAN
1 " = 30'-0"
aft Lon a sift
LOD
amn
IPA55 Broad Street
N m Asheville, NC 28801
828.252.0575
F-1 Cg IINC Firm License # C-0459
0' 15' 30' 60' mcgillassociates.com
EQUINOX
37 Haywood St.
Suite 100
Asheville, INC 28801
t 828.253.6856
f 828.253.8256
SEAL
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NOTE: Drawings are invalid without signed stamp by professional
DESIGN BY:
DRAWN BY:
CHECKED BY:
W.FLEMING
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N.HUFFMAN
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Copyright ©2019, Equinox Environmental
Consultation & Design, Inc.
PHASE
Bid Set
DATE
03/26/2020
DRAWING SCALE
1 " = 30'-0"
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
ELECTRICAL
SITE PLAN
EOml

LP1-1 LP1-2
O
A
GFCI,
WP
A
-ELECTRICAL FLOOR PLAN - TRAIN PLATFORM
1 /4" = 1'-01,
T
1
LP1-5
O
LP1-
ELECTRICAL FLOOR PLAN - PAVILION
1 /4" = V-0"
2
i
fC
LP1-9
LP1-
3
I
- -
T
GFCI,
WP
1.1
KEYNOTES:
v PROVIDE A PHOTOCELL SWITCH WITH CIRCUITS LP1-1 AND LP1-5. LIGHT FIXTURES
CONNECTED TO THESE CIRCUITS SHALL PROVIDE CONSTANT NIGHTTIME OPERATION.
OELECTRICAL CONDUIT, RECEPTACLE BOXES, AND LIGHT SWITCHES SHALL BE EMBEDDED IN
TIMBER POSTS. SEE ARCHITECTURAL DRAWINGS.
OTYPE B FIXTURE SHALL BE PENDENT MOUNTED SO THAT BOTTOM OF FIXTURE IS 10' AFF.
PROVIDE SWIVEL STYLE PENDANTS OF VARIOUS LENGTHS SO THAT ALL TYPE B FIXTURES
ARE MOUNTED ON THE SAME PLANE.
OPROVIDE A PHOTOCELL SWITCH AND TIMER IN ADDITION TO MANUAL LIGHT SWITCHES FOR
LIGHT CIRCUITS LP1-3, LP1-7 AND LP1-9.
I Fri 55 Broad Street
N m Asheville, NC 28801
828.252.0575
F-1 I Cg IINC Firm License # C-0459
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37 Haywood St.
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DESIGN BY:
DRAWN BY:
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Copyright ©2019, Equinox Environmental
Consultation & Design, Inc.
PHASE
Bid Set
DATE
03/26/2020
DRAWING SCALE
1 /4" = 1'-0"
NOTE: If this drawing is not 2436" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
ELECTRICAL
FLOOR PLANS
El ■

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0
0
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0
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0
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SERVICE BONDING
JUMPER (NEC 250-94)
LENGTH AS REQUIRED
PANEL "A"
DISC AHU#1
120 / 208V, 304W, 100A FED
SERVICE ENCLOSURE
METERBASE
3" GALVANIZED SCHEDULE 40
120/208V, 304W, 225A FED
PIPE WITH GALVANIZED STEEL
FROM MDP-21 INSTALLED
FROM MDP-14 INSTALLED
PIPE CAP, FILL WITH
12/23/2018
12/23/2018
SERVICE GROUNDING IN • G
CONCRETE
ELECTRODE CONDUCTOR BOND JUMPER
METAL CONDUIT
LiMCB
LP1
GALVANIZED STEEL UNISTRUT
—0
(LOCATE AS REQUIRED FOR
— SPD
EQUIPMENT MOUNTING)
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BOND BUSHING ON
Na
......................................
CONDUIT
PANEL "AA"
(NEC 250-64e)
LIGHT DIMMER O
2
120/208V, 304W, 225A SUB -FED
UNSPLICED SERVICE GROUNDING
w
CIRCUIT BOX
FROM PANEL "A" INSTALLED
ELECTRODE CONDUCTOR RUN TO
1. METALLIC COLD WATER PIPE
=
O
12/23/2018
2. STEEL FRAME OF BUILDING.
3. GROUND RODS.
BONDING HUB ON
CONDUIT (NEC 250-64e)
a
° a a �,
FINISHED GRADE
a a° < a
SERVICE GROUNDING
ELECTRODE
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NOTES:
1. REFER TO SPECIFICATION SECTION 260553
FOR ADDITIONAL INFORMATION.
2. SUBMIT COMPLETE LIST OF PROPOSED
NAMEPLATES TO ARCHITECT/ENGINEER FOR APPROVAL
PRIOR TO FABRICATION.
FRONT
1 TYPICAL NAME PLATE DETAIL
2 SERVICE ENTRANCE EQUIPMENT GROUNDING
E5.0
NOT TO SCALE
a , a
E5 0 NOT TO SCALE
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I
a
#6 GRID. TO EQUIPMENT
° 4 a
a
GROUND BUS
a
4 M
#10 NEUTRAL TO
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a a
° a
a
NEUTRAL BUS
a
a
P
�
a
#10 PHASE CONDUCTORS PNL LPA
a a
MAIN LUGS OF FEEDER
TYPE 'GT' CADWELD
TAP AS REQUIRED
PLAN
NOTE:
1" RGS CONDUIT
ENCLOSURE
O BOTTOM OF ALL PANELS SHALL BE LOCATED A MINIMUM OF 2' ABOVE
O o
DOOR
FLOOD PLAIN. FLOOD PLAIN AT SWITCHRACK LOCATION IS 1959' ASL.
GROUNDING ELECTRODE
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TOP OF ALL PANELS SHALL BE LOCATED NO HIGHER THAN 6'-7"
CONDUCTOR
A0
ABOVE CONCRETE PAD. ADJUST WIDTH AND HEIGHT OF SWITCHRACK
SPD PANEL PROTECTION UNIT
TO ACCOMMODATE MOUNTING REQUIREMENTS.
WITH "NORMAL" AND "COMMON"
B0 MODE PROTECTION AND\
PROVIDE A DIMMER FOR TRAIN PLATFORM TYPE A FIXTURES IN A
DISCONNECTING MEANS
K3'�SWITCHRACK DETAIL
NEMA 3R LOCKABLE BOX.
co
E5 0 NOT TO SCALE
3/4" x 10'-0" COPPERCLAD
STEEL GROUND ROD
0 0
O O
PANELBOARD/ENCLOSED CIRCUIT BREAKER
5 CABLE TO
GROUND ROD CONNECTION
6 SPD DETAIL
E5 0 NOT TO SCALE
E5.0 NOT TO SCALE
METALLIC EQUIPMENT ENCLOSURE
FINISHED GRADE
\��\�� ��\��
EQUIPMENT GROUND
I I I —I I —III I I —I I I —I I I=I
COPPER LUG RATED FOR
(—
CONDUCTOR
III —III —III III=III—III— SUITABLE BACKFILL
CONDUIT BOND
1 /4" GALVANIZED BOLT
III —III —III —III —III —I I =_ ELECTRICAL WARNING TAPE
cV IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
COMPACTED WASHED STONE
SCREENINGS
SCHEDULE 40 PVC
CONDUITS. NUMBER OF
Z CONDUITS AS INDICATED ON
DRAWING
NUT
UNDISTURBED
ROCK OR SOIL 3" 3" 3"
LOCK WASHER
MIN. MIN. MIN.
NOTES:
1. ALL TRENCHING, BEDDING, AND BACKFILLING BY THE SITE CONTRACTOR.
2. ELECTRICAL CONDUIT AND CONDUCTORS SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR.
NOTES:
1. ONE WIRE PER LUG HOLE.
USE MULTIPLE BARREL LUGS AS REQUIRED.
3. CONTRACTOR TO RESTORE SITE TO EXISTING CONDITION.
2. SCRAPE PAINT FROM UNDER LUG TO ASSURE METAL CONTACT.
55 Broad Street
Asheville, NC 28801
9 TYPICAL EQUIPMENT GROUNDING
E TYPICAL SITE ELECTRICAL TRENCH DETAIL
828.252.0575
NC Firm License # C-0459
10 NOT TO SCALE
E5.0 NOT TO SCALE
mcgillassociates.com
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EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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DESIGN BY:
DRAWN BY:
CHECKED BY:
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S.ROBERTS
N.HUFFMAN
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Copyright ©2019, Equinox Environmental
Consultation & Design, Inc.
PHASE
Bid Set
DATE
03/26/2020
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
ELECTRICAL
DETAILS
E5n0

LUMINAIRE SCHEDULE
TYPE
MANUFACTURER
CATALOG NUMBER
LAMPS
INPUT WATTS
MT. HEIGHT
REMARKS
VOLTS
NO.
TYPE
WATTS
TECH LIGHTING
7000WSN02-11—Z—LEDWD
28
TO BE LOCATED ON TRAIN PLATFORM
A
ULTRALIGHTS
19415—CB—OA-02—DIMO-10
8
LED
17
10'
WET LISTED
120
WAC
DS—WD05—S-35S—BZ
25
PROVIDE WITH 0-10V DIMMING
GOTHAM
— — — — — — UZI U— WL—DN A
15
TO BE LOCATED AT PAVALION
B
LIGHTOLIER
C6PDL-10835MZ-10UCCA
12
LED
22
10'
WET LISTED
120
SPECTRUM
C0611XT-10L-35K—MD—DS10X—WL—TCY—NL—PM—PT
1
18
PROVIDE WITH 0-10V DIMMING
NOTES: PROVIDE CONTROL WIRES FOR DIMMING CONTROL IN 3/4" C FOR ALL LIGHTING CIRCUITS
240/120V SINGLE PHASE SERVICE 1
BY UTILITY
25KVA XFMR
1(A
#8 AWG GRC
ELECTRODE
CONDUCTOR
3/4%10' COPPI
CLAD GROUND
ROD (TYPICAL)
'u
SPD
NEMA 3R
6 G, 1" C
" C
SILVERLINE PARK ONE -LINE
NOT TO SCALE
KEYNOTES:
OCOORDINATE UTILITY SERVICE WITH UTILITY COMPANY.
55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
�CARO//�/'/,,,
\�����•Q�pFESSIpN9C•�!i'9 �ii
SE
036 �40 =
�///111111111\\\\
NOTE: Drawings are invalid without signed stamp by professional
DESIGN BY:
DRAWN BY:
CHECKED BY:
W.FLEMING
S.ROBERTS
N.HUFFMAN
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Copyright ©2019, Equinox Environmental
Consultation & Design, Inc.
PHASE
Bid Set
DATE
03/26/2020
DRAWING SCALE
NO SCALE
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
ELECTRICAL
SCHEDULES AND
DIAGRAMS
E6n0