20120202 Ver 2_Site Plan_20130531 (2)

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EQUATION:
-Y2- PC Sta.27 +07.80 BK =
- Y2REV4- PC Sta.27 +07.80 AH
EQUATION:
- Y2REV3- POT Sta 56 +31.53 BK =
-Y2- POT Sta 56 +20.00 AH
EQUATION:
- Y2REV4- PT Sta . 34+ 19.60 BK=
-Y2- PT Sta.34 +20.69 AH
-Y2- STA. 33 +19.42
END BOARDWALK 2
BEGN 10' APP SLAB
TEMP STREAM
CROSSING
-Y2- STA. 32 + 79.42
END 10' APP SLAB
BEGIN BOARDWALK 2
-Y2- 20 +60.00
END BOARDWALK 1
BEGIN 10' APP SLAB
TEMP CONSTRUCTION
ENTRANCE #2
ON
-Y2- 17+00.00
END 10' APP SLAB
BEGIN BOARDWALK 1
BEGIN PROJECT
BEGIN CONSTRUCTION
-Y2- STA. 10 +60.00
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CITY OF RALEIGH
NORTH CAROLINA
CRABTREE CREEK
GREENWAY TRAIL
LOCATION:
FROM END OF EXISTING GREENWAY ON MILBURNIE ROAD
TO ANDERSON POINT PARK
TYPE OF WORK:
GRADING, PAVING, STRUCTURE, DRAINAGE,
EROSION CONTROL, LANDSCAPING
INDEX OF SHEETS
1 TITLE
1A SYMBOLOGY SHEET
1B THRU 1C NOTES
1D THRU lE CONSTRUCTION ACCESS
IF I HKU lG BUILDING CODE SUMMARY
1u TunV 11 STATEMENT OF CI']Cr`TAI TAICDCr`TTr1NC
13 „�� �� NPDES STABILIZATION DRAWING
2 THR"F TYPICAL SECTIONS & DETAILS
--3- DRAINAGE SCHEDULL4 SIGN SCHEDULE
/A THRU 7V SIGN DETAILS
4 THRU 19 PLAN & PROFILE SHEETS
X -1 THRU X -74 CROSS SECTIONS
Y" END BOARDWALK 9
BEGIN 10' APP SLAB 2
-Y2 REVI- 198+66.59
- Y2REV5- POT Sta.190 +28.97 BK=
- Y2REV1- POT Sta. 185+95.00 AH
EQUATION: -Y2- POT Sta.130 +20.00 BK =
-Y2- PC Sta 96 +24.81 BK = - Y2REV1- POT Sta.130 +20.71 A
-Y2- PC Sta 96 +25.62 AH
END 10' APP SLAB END BOARDWALK 7
BEGIN BRIDGE Sl BEGIN 10' APP SLAB
-Y2- STA 57+41.46 TEMP STREAM END BOARDWALK 5 -Y2 REVI- 185+10.00
CROSSING BEGIN BRIDGE S3
END BRIDGE Sl END 10'APP SLAB 116 +22.30 - Y2REV1- POT Sta.180 +00.00 BK=
BEGIN 10' APP SLAB BEGIN BOARDWALK 4
-Y2- STA 58 +81.46 -Y2- STA 113 +04.83 - Y2REV5- POT Sta.180 +00.00 AH
TEMP CONSTRUCTION
ENTRANCE #3
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EQUATION:
-Y2- PC Sta 42 +26.95 BK =
- Y2REV3- PC Sta 42 +26.95 AH
END 10' APP SLAB
BEGIN BOARDWALK 3
Y2- STA. 100 + 35.00
TEMP CONSTRUCTION
ENTRANCE #1
GRAPHIC SCALES
50 25 0 50 100 50 25 0
50 100
10 5 0
10 20
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PLANS PROFILE
(HORIZONTAL)
PROFILE
USEOCA
(VERTICAL)
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EQUATION:
-Y2- PC Sta.27 +07.80 BK =
- Y2REV4- PC Sta.27 +07.80 AH
EQUATION:
- Y2REV3- POT Sta 56 +31.53 BK =
-Y2- POT Sta 56 +20.00 AH
EQUATION:
- Y2REV4- PT Sta . 34+ 19.60 BK=
-Y2- PT Sta.34 +20.69 AH
-Y2- STA. 33 +19.42
END BOARDWALK 2
BEGN 10' APP SLAB
TEMP STREAM
CROSSING
-Y2- STA. 32 + 79.42
END 10' APP SLAB
BEGIN BOARDWALK 2
-Y2- 20 +60.00
END BOARDWALK 1
BEGIN 10' APP SLAB
TEMP CONSTRUCTION
ENTRANCE #2
ON
-Y2- 17+00.00
END 10' APP SLAB
BEGIN BOARDWALK 1
BEGIN PROJECT
BEGIN CONSTRUCTION
-Y2- STA. 10 +60.00
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CITY OF RALEIGH
NORTH CAROLINA
CRABTREE CREEK
GREENWAY TRAIL
LOCATION:
FROM END OF EXISTING GREENWAY ON MILBURNIE ROAD
TO ANDERSON POINT PARK
TYPE OF WORK:
GRADING, PAVING, STRUCTURE, DRAINAGE,
EROSION CONTROL, LANDSCAPING
INDEX OF SHEETS
1 TITLE
1A SYMBOLOGY SHEET
1B THRU 1C NOTES
1D THRU lE CONSTRUCTION ACCESS
IF I HKU lG BUILDING CODE SUMMARY
1u TunV 11 STATEMENT OF CI']Cr`TAI TAICDCr`TTr1NC
13 „�� �� NPDES STABILIZATION DRAWING
2 THR"F TYPICAL SECTIONS & DETAILS
--3- DRAINAGE SCHEDULL4 SIGN SCHEDULE
/A THRU 7V SIGN DETAILS
4 THRU 19 PLAN & PROFILE SHEETS
X -1 THRU X -74 CROSS SECTIONS
Y" END BOARDWALK 9
BEGIN 10' APP SLAB 2
-Y2 REVI- 198+66.59
- Y2REV5- POT Sta.190 +28.97 BK=
- Y2REV1- POT Sta. 185+95.00 AH
EQUATION: -Y2- POT Sta.130 +20.00 BK =
-Y2- PC Sta 96 +24.81 BK = - Y2REV1- POT Sta.130 +20.71 A
-Y2- PC Sta 96 +25.62 AH
END 10' APP SLAB END BOARDWALK 7
BEGIN BRIDGE Sl BEGIN 10' APP SLAB
-Y2- STA 57+41.46 TEMP STREAM END BOARDWALK 5 -Y2 REVI- 185+10.00
CROSSING BEGIN BRIDGE S3
END BRIDGE Sl END 10'APP SLAB 116 +22.30 - Y2REV1- POT Sta.180 +00.00 BK=
BEGIN 10' APP SLAB BEGIN BOARDWALK 4
-Y2- STA 58 +81.46 -Y2- STA 113 +04.83 - Y2REV5- POT Sta.180 +00.00 AH
TEMP CONSTRUCTION
ENTRANCE #3
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EQUATION:
-Y2- PC Sta 42 +26.95 BK =
- Y2REV3- PC Sta 42 +26.95 AH
END 10' APP SLAB
BEGIN BOARDWALK 3
Y2- STA. 100 + 35.00
TEMP CONSTRUCTION
ENTRANCE #1
GRAPHIC SCALES
50 25 0 50 100 50 25 0
50 100
10 5 0
10 20
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PLANS PROFILE
(HORIZONTAL)
PROFILE
(VERTICAL)
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BEGIN BOARDWALK 7
END BRIDGE S3 TEMP CONSTRUCTION Y2REV5- 182 +25.00 I`
BEGIN 10' APP SLAB ENTRANCE #4 O
-Y2- STA 117+62.30 0
END 10' APP SLAB END BOARDWALK 6
END BRIDGE S2 BEGIN BOARDWALK 6 BEGIN 10' APP SLAB
BEGIN BOARDWALK 5 - Y2REV1- STA. 152 +05.00 - Y2REV1- STA. 153 +55.00
114 +24.83 CONSTRUCTION
TEMP C
TEMP STREAM
END BOARDWALK 4 CROSSING ENTRANCE #5
BEGIN BRIDGE S2
113 +84.83 END 10' APP SLAB
BEGIN BOARDWALK 8
LEND BOARDWALK 3 -Y2 REVI- 191+31.47
BEGIN 10' APP SLAB
-Y2- STA. 101 +45.00 END BOARDWALK 8
TEMP STREAM BEGIN BOARDWALK PLATFORM
CROSSING - Y2REV- STA 193 +11.47
DESIGN DA TA
DESIGN SPEED = 20 MPH
LEAN ANGLE = 15 DEGRESS
FUNC. CLASSIFICATION = GREENWAY
Ell
Y2REV1- POT Sta.198 +78.20 BK
- Y2REV2- POT Sta.198 +78.20 AH m
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TEMP CONSTRUCTION
ENTRANCE #6
END PROJECT
END CONSTRUCTION
- Y2REV2- STA. 209 +46.15
END BOARDWALK PLATFORM
BEGIN BOARDWALK 9
- Y2REV1- STA 196 +86.59
END BRIDGE S4
BEGIN BOARDWALK PLATFORM
Y2REV1- 196 +69.18
END BOARDWALK PLATFORM
BEGIN BRIDGE S4
- Y2REV1- 193 +29.18
PROJECT LENGTH
LENGTH OF GREENWAY = 3.334 MILES
LENGTH OF BOARDWALK = 0.309 MILES
LENGTH OF BRIDGE = 0.125 MILES
LENGTH OF PROJECT = 3.768 MILES
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PRELIMINARY PLANS II
®O NOT USE FOR CONSTIRUCTION
UKAWN BY: MLI
CHECKED BY: BRC
REVISIONS:
NO. DATE
1 4/8/2013
2 5/16/2013
PROJECT NO.:
H9001.00
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TEMP CONSTRUCTION
ENTRANCE #6
END PROJECT
END CONSTRUCTION
- Y2REV2- STA. 209 +46.15
END BOARDWALK PLATFORM
BEGIN BOARDWALK 9
- Y2REV1- STA 196 +86.59
END BRIDGE S4
BEGIN BOARDWALK PLATFORM
Y2REV1- 196 +69.18
END BOARDWALK PLATFORM
BEGIN BRIDGE S4
- Y2REV1- 193 +29.18
PROJECT LENGTH
LENGTH OF GREENWAY = 3.334 MILES
LENGTH OF BOARDWALK = 0.309 MILES
LENGTH OF BRIDGE = 0.125 MILES
LENGTH OF PROJECT = 3.768 MILES
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PRELIMINARY PLANS II
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REVISIONS:
NO. DATE
1 4/8/2013
2 5/16/2013
PROJECT NO.:
H9001.00
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BOUNDARIES AND PROPERTY
State Line - - - --
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel /Sequence Number
Existing Fence Line
EIP
ECM
123
CONVENTIONAL
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - —WLB— - - -
Proposed Wetland Boundary WLB
Existing Endangered Animal Boundary EAB
Existing Endangered Plant Boundary EPB
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
❑
PEGETATION:
S
Sign
W
Well
Small Mine
CSX TRANSPORTAT /ON
Foundation
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Area Outline
Cemetery
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Building
MILEPOOST 35
W
School
❑❑
Church
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Dam
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HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
100 Year Flood Plain
500 Year Flood Plain
Floodway
Flow Arrow
Disappearing Stream
Crrirn
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Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
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BZ 1
BZ 2
100 -
500
FW -
PLAN
SHEET SYMBOLS
RAILROADS:
PEGETATION:
Standard Gauge
Single Tree
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CSX TRANSPORTAT /ON
RR Signal Milepost
Single Shrub
MILEPOOST 35
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Switch
❑
Hedge
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SWITCH
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RR Abandoned
Woods Line
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RR Dismantled
Orchard
RIGHT OF WAY.-
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Vineyard
F Vineyard
Baseline Control Point
0000
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Existing Right of Way Marker
❑
EXISTING STRUCTURES:
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Existing Right of Way Line
MAJOR:
Proposed Right of Way Line
R
Bridge, Tunnel or Box Culvert
GONG
Proposed Right of Way Line with
R
Bridge Wing Wall, Head Wall and End Wall -
GONG WW
Iron Pin and Cap Marker
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MINOR:
Proposed Right of Way Line with
R
Head and End Wall
GONG HW
Concrete or Granite Marker
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Pipe Culvert
Existing Control of Access
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Footbridge
�-- - - - - -
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Proposed Control of Access
Drainage Box: Catch Basin, DI or JB
❑ CB
Existing Easement Line
E
Paved Ditch Gutter
Existing Greenway Easement Line --
-- --
Storm Sewer Manhole
O
Proposed Temporary Construction Easement -
E
Storm Sewer
S
Proposed Permanent Greenway Easement
PGE
Proposed Permanent Drainage Easement
PDE
UTILITIES:
Proposed Permanent Drainage /Utility Easement
DUE
POWER:
Proposed Permanent Utility Easement
PUE
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Existing Power Pole
Proposed Temporary Utility Easement
TUE
Proposed Power Pole
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Proposed Permanent Easement with
Iron Pin and Cap Marker
Existing Joint Use Pole
ROADS AND RELATED FEATURES:
Proposed Joint Use Pole
Existing Edge of Pavement
Power Manhole
Existing Curb
—
Power Line Tower
Limits of Disturbance
LD
Power Transformer
Proposed Slope Stakes Cut -
- - C - - -
U/G Power Cable Hand Hole
"H
Proposed Slope Stakes Fill -
- - F - - -
H -Frame Pole
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Temporary Silt Fence
Recorded UVG Power Line
P
Temporary Tree Protection Fence
TPF
Designated U/G Power Line (S.U.E. *)
- - - -P- - - -
Temporary Combination Tree —x x x-
ProtectiorvSilt Fence
TELEPHONE:
Proposed Wheel Chair Ramp
cR
Existing Telephone Pole
AV
Existing Metal Guardrail
T T T
Proposed Telephone Pole
-0-
Proposed Guardrail
T T T T
Telephone Manhole
❑
Existing Cable Guiderail
n n n
Telephone Booth
0
Proposed Cable Guiderail
n n n n
Telephone Pedestal
❑D
Equality Symbol
Telephone Cell Tower
Pavement Removal
U/G Telephone Cable Hand Hole
HH
Culvert Inlet Protection
Recorded U/G Telephone Cable
T
Designated UAG Telephone Cable (S.U.E. *)
- - - -T- - - -
Drop Inlet Protection
Recorded U/G Telephone Conduit
TG
Silt Fence Outlet With J Hook
Designated UAG Telephone Conduit (S.U.E. *)
- - - -TG- - - -
Check Dam
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Recorded U/G Fiber Optics Cable
T FO
Special Stilling Basin
Designated UAG Fiber Optics Cable (S.U.E.*)-
- - - -T FO— - - -
WATER:
Water Manhole
Water Meter CD
Water Valve
Water Hydrant ❑
Recorded UAG Water Line W
Designated U/G Water Line (S.U.E.* ) - - - —W____
Above Ground Water Line A/G Water
TV:
TV Satellite Dish
TV Pedestal ❑
TV Tower ❑
U/G TV Cable Hand Hole Iq
Recorded LPG TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - —TV— - - -
Recorded LPG Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. *)-- - - - —TV FO— - -
GAS:
Gas Valve
Gas Meter
Recorded LPG Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E. *)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank Water, Gas, Oil
AEG Tank Water, Gas, Oil
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records
End of Information
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FSS
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PRELIMINARY PLANS I
®O NOT USE FOR CONSTIRUCTION
UKAWN BY: Mtl
CHECKED BY: BRC
REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
NTS

GENERAL NOTES 25. THE AMOUNT OF DISTURBED AREA REQUIRED TO BE TEMPORARILY SEEDED IS LIMITED TO 2,000 LF OF (D w w
NOTES _ Z
TRAIL OR THE TIME FRAME GUIDELINES AS SPECIFIED BY NCG 010000 GENERAL CONSTRUCITON PERMIT Z g
1. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND J ° W 8
APPLICABLE REQUIREMENTS OF THE 2012 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND NATURAL RESOURCES DIVISION OF WATER QUALITY. TEMPROARY GROUND COVER STABILIZATION SHALL W
STRUCTURES. OCCUR WITHIN 7 CALENDAR DAYS FROM THE LAST LANDDISTURBING ACTIVITY, WITH THE FOLLOWING w w v
EXCEPTIONS IN WHICH TEMPORARY GROUND COVER SHALL BE PROVIDED IN 14 CALENDAR DAYS FROM THE LL z T Z
2. ALL DEMOLITION SHALL BE APPROVED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT. LAST LAND - DISTURBING ACTIVITY. SEE STABALIZATION TIMEFRAME TABLE ON SHEET 1C. O Q w ? L9
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3. ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND 26. PER NEW NPDES GUIDELINES, NO STOCK OR WASTE PILES ARE ALLOWED WITHIN 50' OF STREAMS OR r a M z
DRAINAGE STRUCTURES. ~ Ln
APPLICABLE STATE, COUNTY, AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL u
INSPECTIONS, CERTIFICATIONS, PERMITS, EQUIPMENT, ETC. THAT MAY BE REQUIRED. 1 u
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4. WHERE ASPHALT OR CONCRETE SECTIONS ARE REMOVED, CONTRACTOR SHALL USE A SAW CUT AT THE I w
SEQUENCE OF CONSTRUCTION ACTIVITIES U
LIMITS OF DEMOLITION TO OBTAIN A CLEAN EDGE. II �� o u
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5. ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS 1. A PRECONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO THE START OF ANY CONSTRUCTION
INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES ACTIVITIES. A MANDATORY PRE - CONSTRUCTION MEETING WILL ALSO BE REQUIRED WITH THE LAND
TO BE REMOVED FROM REMAINING VEGETATION. QUALITY SECTION OF NCDENR BEFORE LAND DISTURBING ACTIVITIES BEGIN. CALL 919 - 791 -4200 TO
SCHEDULE A MEETING. J
6• NO GRADING IS TO OCCUR IN THE TREE PROTECTION AREAS OR TREE CRITICAL ROOT ZONES. w �
2. INSTALL CONSTRUCTION ENTRANCES WITH CONCRETE TRUCK WASHOUT PITS PER DETAIL ON SHEET 2B AS w
7. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, NEEDED AT LOCATIONS SHOWN ON SHEETS 1 D AND 1 E. OTHER STAGING AREAS WILL NEED TO BE
ETC. THAT MAY BE REQUIRED. DISCUSSED WITH CITY OF RALEIGH PRIOR TO THE START OF CONSTRUCTION. CONTACT THE CITY OF
RALEIGH AT (919)516 -2837. U
8. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE 3. DETERMINE AND MARK LIMITS OF DISTURBANCE. LJ,J
REMOVED FROM THE SITE ON A DAILY BASIS. w
4. INSTALL TREE PROTECTION FENCING, SILT FENCE, COMBINATION FENCE AND, SILT FENCE OUTLETS.
9. RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S). SILT FENCE OUTLETS SHALL BE INSTALLED PER FIELD LOCATED LOW POINTS AND AS SHOWN ON
APPROVED PLANS. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. z
10. EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE ARE BASED ON THE BEST m w
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO 5. CALL FOR ON SITE INSPECTION BY ENVIRONMENTAL INSPECTOR AND OBTAIN CERTIFICATE OF lij
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S COMPLIANCE. CALL FOR TREE PROTECTION FENCE INSPECTION BY CHRIS CRUM OF THE CITY OF
REPRESENTATIVE IMMEDIATELY. RALEIGH. 919 - 516 -2561 U (D
11. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION. ALL 6. TOPSOIL REMOVAL AND /OR STORAGE AREAS SHALL BE CONTAINED WITHIN THE PROPOSED LIMITS OF
UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES DAMAGED DURING DISTURBANCE.
CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR.
12. CONTRACTOR SHALL RESTORE ALL LAY DOWN AND STAGING AREAS TO ORIGINAL CONDITIONS AND TO
THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
13. ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND
EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA.
14. CONSTRUCTION /SAFETY FENCING REMOVED TO FACILITATE ACCESS BY THE CONTRACTOR FOR
CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT PEDESTRIAN
TRAFFIC AWAY FROM HAZARDOUS AREAS.
15. DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE PERFORMED
IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND
PIPING ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE
DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE
MADE TO MAINTAIN STORM WATER DRAINAGE DURING CONSTRUCTION.
16. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL ACCORDING TO PLANS AND OBTAIN APPROVAL FROM
OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED PRIOR
TO CONSTRUCTION.
17. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING FOR APPLICABILITY TO
EXISTING CONDITIONS PRIOR TO CONSTRUCTION. DEVIATION FROM ALIGNMENT DUE TO LARGE TREES OR
OTHER OBSTACLES ETC SHALL BE APPROVED BY CITY OF RALEIGH.
18. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER DRAINAGE AND PATTERNS
AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED OTHERWISE. ANY DISTURBANCE OF THE
PATTERNS OR STRUCTURES BY THE CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO
CONDITION PRIOR TO DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND
ACCORDING TO DETAIL.
19. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION SHALL BE CONFIRMED BY CONTRACTOR WITH OWNER'S
REPRESENTATIVE PRIOR TO CONSTRUCTION.
20. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL
PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL VEGETATION TO 3' BEYOND ASPHALT EDGE
OF TRAIL OR WITH IN REQUIRED DRAINAGE DITCHES. TRIM UP BRANCHES OF TREES TO PROVIDE 8'
VERTICAL CLEARANCE.
21. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARDS.
22. CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL MEASURES AS NEEDED
OR DIRECTED BY THE EROSION CONTROL INSPECTOR. IF ADDITIONAL MEASURES ARE REQUIRED IN
ADDITION TO THE PLANS, COMPENSATION WILL BE PROVIDED PER THE CONTRACT PROVISIONS.
23. VEGETATION ON BANKS AND WETLANDS SHOULD BE HAND CUT WITH ROOT MATS UNDISTURBED.
24. THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH PROJECT AS SET FORTH IN THESE PLANS. IF DEPARTURES FROM THE
SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH
DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER IN WRITING FOR REVIEW. NO
DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF
THE OWNER.
7. BEGIN GRADING, CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE.
INSURE THAT SEDIMENT LADEN WATER IS DIRECTED TO SEDIMENT CONTROL DEVICES.
8. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT
RAINFALL (0.5 INCHES OR GREATER) AND DOCUMENT WITH INSPECTION REPORTS.
9. THE AMOUNT OF DISTURBED AREA REQUIRED TO BE TEMPORARILY SEEDED IS LIMITED TO 2,000 LF OF 3
TRAIL OR THE TIME FRAME GUIDELINES AS SPECIFIED BY NCG- 010000 GENERAL CONSTRUCITON PERMIT U
EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES DIVISION OF WATER QUALITY. TEMPROARY GROUND COVER STABILIZATION SHALL
OCCUR WITHIN 7 CALENDAR DAYS FROM THE LAST LANDDISTURBING ACTIVITY, WITH THE FOLLOWING m Q
EXCEPTIONS IN WHICH TEMPORARY GROUND COVER SHALL BE PROVIDED IN 14 CALENDAR DAYS FROM THE
w
LAST LAND - DISTURBING ACTIVITY. SEE STABALIZATION TIMEFRAME TABLE ON SHEE 1J. a
1
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10. INSTALL CULVERTS AND PROTECT INLETS WITH INLET PROTECTION. INSTALL CULVERTS IN W
JURISDICTIONAL AREAS ACCORDING TO NCDOT BEST MANAGEMENT PRACTICES FOR CONSTRUCTION AND g
MAINTENANCE ACTIVITIES MANUAL. CULVERT INSTALLATIONS IN STREAMS WILL REQUIRE DEWATERING
BY USE OF COFFER DAMS /IMPERVIOUS DIKES AND PUMPS TO MAINTAIN WATER QUALITY STANDARDS, PER
DETAIL ON SHEET 2C. CULVERT TO BE CONSTRUCTED IN THE DRY. CONTRACTOR TO COORDINATE WITH
EROSION CONTROL INSPECTOR. ANY TEMPORARY COFFER DAM SHALL BE CONSTRUCTED OF MATERIALS
SUCH AS SHEET PILING, SANDBAGS OR CLEAN CLASS 1 RIP RAP OR LARGER STONE THAT WILL NOT
CONTRIBUTE TO TURBIDITY OR SILTATION OF THE WATER BODY. A TEMPORARY SEDIMENTATION BAG
SHALL BE USED PER NCDOT STANDARD DRAWING NUMBER 1630.06. SANDBAGS SHALL BE OF THE FILTER
FABRIC TYPE, DOUBLE BAGGED AND INDIVIDUALLY TIED TO PREVENT SAND LEAKAGE. THEY SHALL BE
PLACED AND REMOVED MANUALLY TO PREVENT SPILLAGE. ONLY CLEAN SAND, FREE OF DEBRIS, SILT,
FINE PARTICLES OR OTHER FOREIGN SUBSTANCES, SHALL BE USED TO FILL THE BAGS. THE COFFERDAM
SHALL BE ENTIRELY REMOVED IMMEDIATELY UPON COMPLETION OF WORK. DURING PERIODS OF WORK
ACTIVITY, FLOW IMMEDIATELY DOWNSTREAM OF THE WORKSITE SHALL EQUAL FLOW IMMEDIATELY
UPSTREAM OF THE WORKSITE. ALL OTHER OPTIONS WILL NEED PRIOR APPROVAL. SEE SHEET 2D FOR
DETAIL. NO DIRECT PAYMENT SHALL BE MADE FOR THE WORK OF INSTALLATION, MAINTENANCE, AND
REMOVAL OF IMPERVIOUS DIKE(S) AS DESCRIBED IN THIS PROVISION. PAYMENT FOR SUCH WORK
SHALL BE DISTRIBUTED AMONG THE VARIOUS PAY ITEMS.
PRELIMINARY DNT ��
11. ALL BANK AND CHANNEL STABILIZATION SHALL BE MAINTAINED DAILY UNTIL PERMANENT
STABILIZATION HAS BEEN ACCOMPLISHED. TEMPORARY ACCESS ROADS SHALL BE PERMANENTLY
STABILIZED AFTER CONSTRUCTION AND DECOMMISIONED AT THE DIRECTION OF THE LAND OWNER.
ALL STAGING AND LAY DOWN AREAS SHALL BE PERMANENTLY STABILIZED ONCE MATERIAL AND
EQUIPMENT IS REMOVED.
12. AS AREAS ARE BROUGHT UP TO FINISH GRADE, SPREAD TOPSOIL OVER ALL AREAS TO RECEIVE TURF OR
LANDSCAPING. SEED ALL AREAS WITHIN NPDES SPECIFIED TIMEFRAME OF COMPLETING ACTIVITY.
PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON.
FERTILIZE, WATER AND RESEED AS REQUIRED TO ESTABLISH AND MAINTAIN A VIGOROUS STAND OF
GRASS.
13. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED
SEDIMENT FROM SEDIMENT TRAPPING MEASURES AND SPREAD EVENLY ACROSS THE SITE. THEN REMOVE
TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREA AND APPLY APPROPRIATE GRASS.
14. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY ENVIRONMENTAL
OFFICER. OBTAIN CERTIFICATE OF COMPLIANCE.
15. CONTRACTOR IS REQUIRED TO MAINTAIN A WEEKLY WRITTEN REPORT OF SEDIMENT AND EROSION
CONTROL DEVICES.
UKAWN BY: Mtl
CHECKED BY: BRC
REVISIONS:
NO. DATE
IPROJECT NO.:
H9001.00
t

EROSION CONTROL NOTES
1 TOTAL ACREAGE OF DISTURBED AREA IS 24.7 ACRES, TOTAL PROJECT AREA IS 582.75 ACRES.
ACREAGE OF PERMANENT AND SEEDING IS 8.81 ACRES. ACREAGE OF TEMPORARY SEEDING
IS 18.6 ACRES. SEE CONTRACT DOCUMENTS AND SHEETS 1C, 1J, AND 2P FOR SEEDING
REQUIREMENTS AND SPECIFICATIONS.
2 ON -SITE BURIAL PITS ARE NOT ACCEPTABLE.
3 ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE /COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINE.
4 STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY
TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
5 ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 CALENDAR DAYS OF COMPLETION OF
GRADING.
6 DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES
THAT ARE 4:1 OR STEEPER, MULCH WILL BE ANCHORED.
7 ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A LOCAL
REPRESENTATIVE OF THE STATE /COUNTY STORM WATER MANAGEMENT SECTION AND THE LOCAL
INSPECTIONS DEPARTMENT.
8 CONSTRUCTION, MAINTENANCE, REMOVAL OF ALL EROSION CONTROL DEVICES, ALL FINES, LEGAL
FEES AND RESTORATION COSTS ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE
NOTED.
9 A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE.
10 CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT AND FOLLOW THE
RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPLETION AND PAVEMENT DESIGN, ETC.
11 THE AMOUNT OF DISTURBED AREA REQUIRED TO BE SEEDED IS LIMITED TO 2,000 LF OF
TRAIL OR THE TIME FRAME GUIDELINES AS SPECIFIED BY NCG- 010000 GENERAL CONSTRUCITON
PERMIT EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES DIVISION OF WATER QUALITY. GROUND COVER STABILIZATION
SHALL OCCUR WITHIN 7 CALENDAR DAYS FROM THE LAST LAND - DISTURBING ACTIVITY, WITH THE
FOLLOWING EXCEPTIONS IN WHICH TEMPORARY GROUND COVER SHALL BE PROVIDED IN 14 CALENDAR
DAYS FROM THE LAST LAND - DISTURBING ACTIVITY . SEE SHEET 1J FOR NPDES STABILIZATION TIMEFRAME
GUIDELINES
EROSION PROVISION
12 THE CONTRACTOR SHALL BE REQUIRED TO TAKE EVERY REASONABLE PRECAUTION THROUGHOUT THE
CONTRACT TO PREVENT THE EROSION OF SOIL AND THE SEDIMENTATION OF STREAMS, LAKES,
RESERVOIRS, OTHER WATER IMPOUNDMENTS, GROUND SURFACES, OR OTHER PROPERTY AS REQUIRED BY
THE SEDIMENT POLLUTION CONTROL ACT OF 1973 AND THE 1974 AMENDMENTS TO THE ACT.
13 FAILURE ON THE PART OF THE CONTRACTOR TO COMPLY WITH THE PROVISIONS OF THE EROSION CONTROL
PLAN OR TO PERFORM EROSION CONTROL WORK AS DIRECTED WILL RESULT IN THE ENGINEER, INSPECTOR
OR NCDENR NOTIFYING THE CONTRACTOR TO COMPLY WITH THESE PROVISIONS. IN THE EVENT THAT THE
CONTRACTOR FAILS TO BEGIN SUCH REMEDIAL ACTION OR FAILS TO BEGIN EROSION CONTROL WORK
WITHIN 24 HOURS AFTER RECEIPT OF SUCH NOTICE WITH ADEQUATE FORCES AND EQUIPMENT, THE
ENGINEER MAY PROCEED TO HAVE THE WORK PERFORMED WITH OTHER FORCES. NO PAYMENT WILL BE
MADE TO THE CONTRACTOR FOR WORK PERFORMED BY OTHERS. ANY COSTS INCURRED BY THE CITY DUE
TO THE FAILURE OF THE CONTRACTOR TO COMPLY WITH THESE PROVISIONS WILL BE BORNE BY THE
CONTRACTOR. SUCH COSTS WILL INCLUDE CIVIL PENALTIES ASSESSED FOR SOIL EROSION AND
SEDIMENTATION CONTROL VIOLATIONS.
14 ANY COSTS INCURRED BY THE CITY FOR WORK PERFORMED BY OTHERS AS PROVIDED ABOVE IN THE
EXCESS OF THE COSTS THAT WOULD HAVE BEEN INCURRED HAD THE WORK BEEN PERFORMED BY THE
CONTRACTOR WILL BE DEDUCTED FROM RETAINAGE OR OTHER MONIES DUE THE CONTRACTOR OR HIS
CONTRACT.
MISC - WETLANDS. TREES. STORM PIPING
15 CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING /STOPPING LOCATION.
16 NO EQUIPMENT IS ALLOWED IN THE WETLANDS. EQUIPMENT MUST BE ON TIMBER MATS. TIMBER MATS
SHALL BE CAROLINA MAT INCORPORATED BRIDGE /TIMBER MAT (6" MIN. THICKNESS) OR APPROVED
ALTERNATE. TEMPORARY WETLAND CROSSINGS SHALL REQUIRE TIMBER MATS.
17 ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. CONTRACTOR SHALL MAINTAIN A
WETLAND SEEDING MIX ON SITE TO BE APPLIED TO TEMPORARILY DISTURBED WETLAND AREAS AS
DIRECTED BY ENGINEER IN THE FIELD. WETLAND SEED MIX IS PROVIDED IN THE SPECIFICATIONS IN
SECTION 02910.
18 WETLAND LOCATION /DELINEATION BY ESI DATED 12/2012
19 LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION
AND MATCH PIPING TO DITCH CENTERLINE.
20 SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. IF EGREGIOUS VIOLATIONS OCCUR AS
DETERMINED BY THE OWNER, REPLANTING MAY BE ORDERED AT A COMPENSATORY RATE AT THE
CONTRACTORS EXPENSE.
21 ALL STORM PIPING SHALL BE HDPE DBL WALL- SMOOTH INTERIOR EXCEPT WERE OTHERWISE NOTED. SEE
DRAINAGE SUMMARY SHEET.
22 ON ALL STORM PIPING, BURY INVERTS ONLY AS NEEDED.
NOTES
COMPACTION NOTES
STRUCTURAL FILL BENEATH THE PAVED AREAS SHOULD BE PLACED IN UNIFORM LIFTS OF 8 INCHES OR
LESS (LOOSE MEASURE), AND COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AND
WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE AS DEFINED BY THE STANDARD PROCTOR COMPACTION
TEST. HOWEVER, THE UPPER 12 INCHES OF THE FILL PLACED SHOULD BE COMPACTED TO 98 PERCENT
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. TO CONFIRM THAT THE SPECIFIED DEGREE OF
COMPACTION IS OBTAINED, FIELD DENSITY TESTING SHOULD BE PERFORMED IN EACH LIFT BY A SOILS
TECHNICIAN.
2012 NCDOT ROADWAY ENGLISH STD. DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN
BRANCH - N.C. DEPARTMENT OR TRANSPORTATION - RALEIGH, N.C. ARE APPLICABLE TO THIS PROJECT
AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STD.NO.
DIVISION 2 - EARTHWORK
200.02
DIVISION 3 - PIPE CULVERTS
300.01
DIVISION 8 - INCIDENTALS
838.01
838.80
876.01
876.02
876.04
TITLE
Method of Clearing - Method II
Method of Pipe Installation - Method 'A'
Concrete Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90° Skew
Precast Concrete Endwall - For Single 12" thru 72" Pipe 90° Skew
Rip Rap in Channels
Guide for Rip Rap at Pipe Outlets
Drainage Ditches with Class 'B' Rip Rap
ADDITIONAL NCDOT STANDARDS NOT ON THE LIST ABOVE MAY BE REQUIRED AS PER PLAN DETAILS AND
SPECIFICATIONS.
SEEDING
A. ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER -DRAWN SEED DRILL, COMBINATION CORRUGATED
ROLLER - SEEDER, APPROVED HAND OPERATED MECHANICAL SEEDER, OR OTHER APPROVED METHODS TO
PROVIDE EVEN DISTRIBUTION OF SEED.
B. DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY. AFTER SEEDING, ROLL AREA
WITH A ROLLER, NOT LESS THAN 18 INCHES IN DIAMETER AND WEIGHING NOT MORE THAN 210 POUNDS
PER FOOT OF WIDTH. UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY.
C. IMMEDIATELY FOLLOWING SEEDING APPLY MULCH OR MATTING. DO NOT SEED AREAS IN EXCESS OF
THAT WHICH CAN BE MULCHED ON SAME DAY.
D. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE TO
4 INCHES OF SOIL DEPTH.
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E. THE AMOUNT OF DISTURBED AREA REQUIRED TO BE SEEDED IS LIMITED TO 2,000 LF OF o
TRAIL OR THE TIME FRAME GUIDELINES AS SPECIFIED BY NCG- 010000 GENERAL CONSTRUCITON a
PERMIT EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT w
Ce
AND NATURAL RESOURCES DIVISION OF WATER QUALITY. GROUND COVER STABILIZATION
SHALL OCCUR WITHIN 7 CALENDAR DAYS FROM THE LAST LAND - DISTURBING ACTIVITY, WITH THE g
FOLLOWING EXCEPTIONS IN WHICH TEMPORARY GROUND COVER SHALL BE PROVIDED IN 14 CALENDAR
DAYS FROM THE LAST LAND - DISTURBING ACTIVITY. SEE SHEET 1J FOR NPDES STABILIZATION TIMEFRAME
GUIDELINES
MULCHING AND MATTING
A. APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRAS BUT NO LESS
THEN THE FOLLOWING:
1
1. SLOPES FROM 5:1 OR FLATTER BY SPREADING A
RATE OF NOT LESS THAN 92 LBS. PER 1000 SQ.FT
2. SLOPES GREATER THAN 5:1 MULCH WITH MATTIN
AT 5 FOOT INTERVALS, IMMEDIATELY AFTER SEE[
3. 7GAL/ACRE.TCT VP'i. B.
C.
OVER SEEDED AREA AT THE
2 TONS PER ACRE).
G: f'TN'IGUXTT1TVGTO THE GROUND WITH WIRE STAPLES
TACK SHALL BE APPLIED AT APPROXIMATLEY 400 ,
FOR TACK USE AN ASPHALT TIE -DOWN OF EMULSIFIED ASPHALT GRADE AE -E OR CUT -BACK ASPHALT
GRADE RC -2 OR OTHER APPROVED EQUAL. AN APPROVED JUTE MESH OR NET MAY BE USED IN LIEU OF
TACKING STRAW MULCH.
OTHER TYPES OF MULCH AND ANCHORING METHODS MAY BE USED UPON APPROVAL BY THE ENGINEER.
EXCELSIOR MATTING SHALL MEET NCDOT STANDARD SPECIFICATIONS AND SHALL BE INSTALLED PER
APPROVED PLANS.
PROTECTION
PROTECT SEEDED AREAS FROM DAMAGE BY BARRICADES, SIGNS, AND OTHER
APPROPRIATE MEANS. MAINTAIN AND PROTECT SLOPES FROM WEATHER- DAMAGE.
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REVISIONS:
NO. DATE
1 04/08/2013
(PROJECT NO.:
H9001.00
1C
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EQUATION:
- Y2REV3- POT Sta 56 +31.53 BK =
-Y2- POT Sta 56 +20.00 AH =
-Y2- STA. 33 + 20.50
END BOARDWALK 2
BEGN 10' APP SLAB
TEMP STREAM
CROSSING
-Y2- STA. 32 + 80.50
END 10' APP SLAB
BEGIN BOARDWALK 2
END 10' APP SLAB
BEGIN BRIDGE S1
-Y2- STA 57 +41.46
END BRIDGE S1
BEGIN 10' APP SLAB
-Y2- STA 58+81.46
_ TEMP CONSTRUCTION
ENTRANCE #3
NPDES STABILIZATION PLAN
NPDES Star ater Discharge Permit for Construction Activities xN - 1)
N IDENIPJDivision of Aster Qualo
NEW STABILtZATION TIMEFRAMES
(Effective Aug. 3, 011)
-Y2- 20+60.00
END BOARDWALK 1
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SITE AREA DESCRIPTION
STABILIZATION
TiMEFRA: E E CEPTION
Perimeter dikes, swales, ditches, slopes
7 days
None
Mk
High Quality Water (HQ W) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 101 or less in length and are
not steeper than 2:1,14 days are allowed.
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14 days,
7 days for slopes greater than 50' in length.
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14 _ da s
None, except for perimeters and H W Zones.
PROJECT SEEDING REQUIREMENTS VARY PER TRAIL SLOPES.
SEE SLOPES ON CROSS SECTION PLANS FOR STABILIZATION
TIME FRAME DETERMINATION.
Notification of Land Resources Sediment and Erosion Control Self- Insaection Proeram:
STANDARD LANGUAGE FOR NPDES- SPECIFIC PLAN SHEETS
(FOR COMPLIANCE WITH NCGO10000)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER
PERMIT NCGO10000;
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCGO10000 ONLY;
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCGO10000;
4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS
NOT A PART OF THE APPROVED PLANS FOR PURPOSES OF ENFORCEMENT
ACTION UNDER THE CITY CODE.
NOTE:
ALL ACCESS TO PROJECT MUST BE
LOCATED WITHIN THE LIMITS OF
DISTURBANCE.
The Sedimentation Pollution Control Act was amended in 2006 to require that persons responsible for land- disturbing
activities inspect a project after each phase of the project to make sure that the approved erosion and sedimentation control
plan is being followed. Rules detailing the documentation of these inspections took effect October 1, 2010. The self- inspection
program is separate from the weekly self- monitoring program of the NPDES Stormwater Permit for Construction Activities.
The focus of the self- inspection report is the installation and maintenance of erosion and sedimentation control measures
according to the approved plan. The inspections should be conducted after each phase of the project, and continued until
permanent ground cover is established in accordance with NCGS 113 -54.1 and 15A NCAC 413.0131. The Self - Inspection
Report form is avialabe as and Excel spreadsheet from http: / /www.dlr.enr. state. nc. us /pages /sedimentation_new.html.
If you have questins or cannot access the form, please contact this office at (919) 791 -4200
EQUATION:
-Y2- PC Sta 96 +24.81 BK =
-Y2- PC Sta 96 +25.62 AH
END BOARDWALK 5
END 10' APP SLAB BEGIN BRIDGE S3
BEGIN BOARDWALK 4 116 +22.30
-Y2- STA 113+04.83
-Y2- POT Sta.130 +20.00 BK =
- Y2REV1- POT Sta.130 +20.71 AH
-Y2- STA. 10 +60.00
TEMP CONSTRUCTION
ENTRANCE #1
TEMP STREAM
CROSSING
END BOARDWALK 7
BEGIN 10' APP SLAB
Y2 REVI- 185+80.00
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END BOARDWALK 9
BEGIN 10' APP SLAB
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END 10' APP SLAB J
BEGIN BOARDWALK 7
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END BOARDWALK 6
BEGIN 10' APP SLAB
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END 10' APP SLAB -
BEGIN BOARDWALK 8
-Y2 REVI- 191+31.47
END BOARDWALK 8 J
BEGIN BOARDWALK PLATFORM
Y2 REV- STA 193+11.47
TEMP CONSTRUCTION
ENTRANCE #5
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BEGIN BOARDWALK 6
BEGIN BOARDWALK 5
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EQUATION:
TEMP STREAM
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END BOARD 4
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BEGIN BRIDWALK
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END 10' APP SLAB
END BOARDWALK 3
BEGIN PROJECT
BEGIN BOARDWALK 3
BEGIN 10' APP SLAB
BEGIN CONSTRUCTION
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-Y2- STA. 101 + 45.00
-Y2- STA. 10 +60.00
TEMP CONSTRUCTION
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END BOARDWALK 7
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END BOARDWALK 9
BEGIN 10' APP SLAB
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END BOARDWALK 6
BEGIN 10' APP SLAB
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END 10' APP SLAB -
BEGIN BOARDWALK 8
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END BOARDWALK 8 J
BEGIN BOARDWALK PLATFORM
Y2 REV- STA 193+11.47
TEMP CONSTRUCTION
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END PROJECT
END CONSTRUCTION
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END BOARDWALK PLATFORM
BEGIN BOARDWALK 9
- Y2REV1- STA 196 +86.59
END BRIDGE S4
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REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
13
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TEMP CONSTRUCTION
ENTRANCE #6
END PROJECT
END CONSTRUCTION
- Y2REV2- STA. 209 +46.15
END BOARDWALK PLATFORM
BEGIN BOARDWALK 9
- Y2REV1- STA 196 +86.59
END BRIDGE S4
BEGIN BOARDWALK PLATFORM
Y2REV1- 196 +69.18
END BOARDWALK PLATFORM
BEGIN BRIDGE S4
- Y2REV1- 193 +29.18
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PRELIMINARY PLANS II
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CHECKED BY: BRC
REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
13

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INSET 1
PAVEMENT SCHEDULE
Cl
PROPOSED APPROX. 2" ASPHALT CONCRETE SURFACE
COURSE, TYPE S9.513, AT AN AVERAGE RATE OF 224 LBS.
PER SQ. YD.
J1
PROPOSED 6" AGGREGATE BASE COURSE.
T
EARTH MATERIAL.
V1
GEOTEXTILE SEPERATOR FABRIC
7
CHAIN
5'
0.02
�) V1
5'
i
i
GRADE
POINT Cl
i 0.02
6' SHLD.
4'W/ SAFETY RAIL
31 SAFETY RAIL*
SEE SHEET 2B
=MAX.
GRADE TO THIS LINE ( T
ASPHALT TRAIL TYPICAL SECTION
BEGIN STATION
-Y2-
(BEGIN CONSTRUCTION) 10 +60.00
17 +00.00
-Y2-
(END BOARDWALK 1) 20 +60.00
27 +07.80
** - Y2REV4-
(STATION EQUATION AH) 27 +07.80
32 +79.42
- Y2REV4-
(END BOARDWALK 2) 33 +19.42
34 +19.60
-Y2-
(STATION EQUATION AH) 34 +20.69
42 +26.95
- Y2REV3-
(STATION EQUATION AH) 42 +26.95
56 +31.53
-Y2-
(STATION EQUATION AH) 56 +20.00
57 +41.46
-Y2-
(END BRIDGE S1) 58 +81.46
96 +24.81
-Y2-
(STATION EQUATION AH) 96 +25.62
100 +35.00
-Y2-
(END BOARDWALK 3) 101 +45.00
113 +04.83
-Y2-
(END BRIDGE S3) 117 +62.30
130 +20.00
-Y2RE V
196 +86.59
Al Y2REV1-
(END BOARDWALK 6) 153 +55.00
180 +00.00
�c - Y2REV5-
(STATION EQUATION AH) 180 +00.00
184 +25.00
- Y2REV5-
(END BOARDWALK 7) 185 +10.00
190 +28.97
-Y2R 1-
(STATION EQUAT ON ) 185 +9 .00
1 1 +31 4
- Y2REV1-
(END B ARDWALK 9) 198 +66.59
198 +78.20
- Y2REV2-
(STATION EQUATION AH) 198 +78.20
209 +46.15
BOARDWALK TYPICAL SECTION
** NOTE: PROVIDE 2' LEFT SHOULDER FROM - Y2REV4- STA 30 +00 TO 32 +25
PROVIDE 8" X 18" CURB ON RT FROM - Y2REV4- STA 30 +40 TO 32 +60
SEE X- SECTIONS FOR ADDITIONAL INFORMATION
BOARDWALK NO. CHAIN BEGIN STATION END STATION
1
Y2
17 +00.00
20 +60.00
2
Y2REV4
32 +79.42
33 +19.42
3
Y2
100 +35.00
101+45.00
4
Y2
113 +04.83
113 +84.83
5
Y2
114 +24.83
116 +22.30
END STATION
(BEGIN BOARDWALK 1)
(STATION EQUATION BK)
(BEGIN BOARDWALK 2)
(STATION EQUATION BK)
(STATION EQUATION BK)
(STATION EQUATION BK)
(BEGIN BRIDGE S1)
(STATION EQUATION BK)
(BEGIN BOARDWALK 3)
(BEGIN BOARDWALK 4)
(STATION EQUATION BK)
(STATION EQUATION BK)
(BEGIN BOARDWALK 7)
(STATION EQUATION BK)
(STATION EQUATION BK)
(END CONSTRUCTION)
NOTES:
-USE 6' SHOULDER IN FILL SECTIONS
AND 3' SHOULDER IN CUT SECTIONS.
- TRANSITION SUPERELEVATION AS SHOWN
ON PLANS. TRANSITION DISTANCE SHALL BE 101
.
ORIGINAL GROUND
*PROVIDE A SAFETY RAIL FOR THE
FOLLOWING CIRCUMSTANCES:
SLOPE >_ 3:1 AND DROP OF 6'
SLOPE >_ 2:1 AND DROP OF 4'
SLOPE >_ 1:1 AND DROP OF 1'
{ -Y2- OR - Y2REV1-
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Y2REV5
1
184 +25.00
IU " -U " MIN. (:LtAK WIUII-I
CHAIN
BEGIN STATION
51 -011 51 -O„
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TIMBER DECK (DOUGLAS FIR)
GRADE
POINT
Y2
57 +41.46
58 +81.46
9
Y2REV1
-----------------------------------------------
-----------------------------------------------
198 +66.59 S2
Y2
113 +84.83
BRIDGE TYPICAL SECTION
PREMANUFACTURED TRUSS
7
V1
Y2REV5
1
184 +25.00
+5 .
185 +10.00 BRIDGE NO. (CLEAR WIDTH)
193 1.47 S 1
CHAIN
BEGIN STATION
END STATION
Y2
57 +41.46
58 +81.46
9
Y2REV1
196 +86.59
198 +66.59 S2
Y2
113 +84.83
114 +24.83
w
S3
Y2
116 +22.30
117 +62.30
Y2REV1
193 +11.47
BOARDWALK PLATFORM 1
193 +29.18 S4
Y2REV1
193 +29.18
196 +69.18
2
Y2REV1
196 +69.18
196 +86.59
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NO. DATE
1 05/16/2013
(PROJECT NO.:
H9001.00
I I 2
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REVISIONS:
NO. DATE
1 05/16/2013
(PROJECT NO.:
H9001.00
I I 2
NTS

8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
MIN. 12 -1/2 GA. NCDOT SEDIMENT CONTROL STONE
MIN. 10 GA. SILT FENCE FABRIC INTERMEDIATE
LINE WIRES INSTALLED TO SECOND WIRES
WIRE FROM TOP
GRADE
FRONT VIEW
NOTES:
- END OF SILT FENCE SHOULD BE TURNED UPHILL STEEL POST TOP OF SILT FENCE
- SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS WOVEN WIRE FABRIC MUST BEAT LEAST 1'
IS ALWAYS REQUIRED ABOVE THE TOP OF
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES THE WASHED STONE
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW _ SILT FENCE GEOTEXTILE FABRIC
SHALL NOT RUN PARALLEL WITH THE TOE OF THE FENCE). _ z= FILL SLOPE
N 0 `
* FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED STONE GRADE
FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN. IN
EACH CASE THE SILT FENCE IS TO BE PROPERLY ENTRENCHED & THE o 6" MIN. COVER
STONE SHALL BE AT A MINIMUM OF 16" ABOVE GRADE AT THE N OVER SKIRT
DIRECTION OF FLOW & BETWEEN 60 - 45 DEGREES. ANCOR SKIRT AS DIRECTED
BY ENGINEER.
SIDE VIEW
,� STANDARD TEMPORARY SILT FENCE
C.O.R. STD # 40.01
TYPE A TYPE B
PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL PIPE OUTLET TO WELL- DEFINED CHANNEL
x p CHANNEL BOTTOM
Y
PLAN VIEW
4 x DIAMETER
FILTER FABRIC
SEE PLANS FOR QUANTITIES
SECTION A -A
40"
4 x DIAMETER
FILTER FABRIC J
SEE PLANS FOR QUANTITIES
SECTION B -B
PIPE OUTLET PROTECTION
NCDOT STD. 876.02
c� TREE PROTECTION AREA
18"
c� DO NOT ENTER
WARNING SIGN DETAIL
NOTES:
3' FILTER FABRIC ON GROUND
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
Al RAIA1
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STEEL FENCE POST SET MAX 2' APART - I�-
MIN. 18" INTO SOLID GROUND
FRONT VIEW
SILT FENCE OUTLET
L l
NOTES: FOOTING SIZE
PIPE SIZE
1'
x
15 " - 24"
8"
12"
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12"
24"
>3611- 54"
18"
36"
ll�-
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114 +00
48"
DOUBLE
- Y2REV1
152 +80
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TRIPLE
A
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B
B
x p CHANNEL BOTTOM
Y
PLAN VIEW
4 x DIAMETER
FILTER FABRIC
SEE PLANS FOR QUANTITIES
SECTION A -A
40"
4 x DIAMETER
FILTER FABRIC J
SEE PLANS FOR QUANTITIES
SECTION B -B
PIPE OUTLET PROTECTION
NCDOT STD. 876.02
c� TREE PROTECTION AREA
18"
c� DO NOT ENTER
WARNING SIGN DETAIL
NOTES:
3' FILTER FABRIC ON GROUND
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
Al RAIA1
nn r'KICE
STEEL FENCE POST SET MAX 2' APART - I�-
MIN. 18" INTO SOLID GROUND
FRONT VIEW
SILT FENCE OUTLET
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NOTES: FOOTING SIZE
PIPE SIZE
WIDTH
DEPTH
15 " - 24"
8"
12"
>24" - 36"
12"
24"
>3611- 54"
18"
36"
till
T
FILTER FABRIC
H = RIP RAP TO TOP OF PIPE (MAX. H = D +T)
T = 15" CLASS 'I' RIPRAP
T = 12" CLASS 'B' RIP RAP
1/2 DIAMETER OF PIPE OR 12"
WHICHEVER IS GREATER
FILTER FABRIC
CAPACITY OF PIPE CULVERTS -
TOGETHER = BANK FULL FLOW
TEMPORARY STREAM CROSSING SUMMARY
CHAIN
STATION
DIAMETER
NOTES
- Y2REV4
33 +00
48"
SINGLE
-Y2-
100 +80
48"
DOUBLE
-Y2-
114 +00
48"
DOUBLE
- Y2REV1
152 +80
48"
TRIPLE
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
10. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL
WITH THE FENCE) AND DESIGN CRITERIA.
11. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
12. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION.
FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS.
13. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION.
(HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE)
STEEL POST
-WOVEN WIRE FABRIC
— WARNING SIGN
SILT FENCE GEOTEXTILE FABRIC MIN. 10 GA.
LINE WIRES
o
1 04 FILL SLOPE
co
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6" MIN. COVER
o ir
OVER SKIRT
N IIII�I
EXTEND WIRE 6" MIN. INTO TRENCH
AND ANCHOR SKIRT AS
DIRECTED BY ENGINEER
SIDE VIEW
* FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
8' MAX.
VARIARI F AR nIRFCTFn RY THE FNrINFFR
TM
WARNING SIGN
TM
TREE PROTECTION AREA
DO NOT ENTER
TREE PROTECTION AREA
DO NOT ENTER
SILT FENCE FABRIC
IN TO SECOND
WIRE FROM TO
xxx
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xxx
X ><X><m
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IIIIIIIIII
IIII
VIII
VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII
FRONT VIEW
VIII VIII VIII VIII VIII VIII
III
VIII
III
III
III
MIN. 12 -1/2 GA.
INTERMEDIATE
WIRES
GRADE
I III
6 COMBINATION SILT/ TREE PROTECTION FENCE
C.O.R. STD # 40.03
MIN. 10 GA.
LINE WIRES
DESIGN CRITERIA NOTES
THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. 1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN CD w w
KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF ON A FILTER FABRIC FOUNDATION. III Lu z
THE DAM. 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW W z0 U z
KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL J w o 0-
LOWER THAN THE OUTER EDGES AT NATURAL GROUND BANKS. w J N a
ELEVATION. 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO >
KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK w w U oo
ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS DAM. LL O z Ln w
PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION O o-6 L>u c°� o Lu
ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE Y w w ao
STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO ELEVATION OF THE UPPER DAM. � w o�
RESIST EROSION. 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM a M � m
USE NCDOT CLASS B RIP RAP AND LINE THE UPSTREAM HEAVY FLOW THAT COULD CAUSE EROSION. III w
SIDE OF THE DAM WITH NCDOT SEDIMENT CONTROL STONE. 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST In
KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT UPSTREAM IS STABLE. U Y
BEYOND THE ABUTMENTS A MINIMUM OF 1.5 FEET TO 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT U
AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO ® ®�� d�o� v O
DAMAGE OR BLOCKAGE FROM DISPLACED STONES. I °� w
99 9 12" OF NCDOT SEDIMENT ® II O U
9 MIN. 1.5' MIN CONTROL STONE 1.5 `�'� U >
( #5 OR #57) ;
CLASS BRIP -RAP 2' MAX AT
CENTER
NCDOT TYPE 2.
NCDOT TYPE 2 � FILTER FABRIC
s ,
FILTER FABRIC`
4' TO 6'
PLAN VIEW -
CROSS - SECTION VIEW
PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING THE
FENCE, VELOCITY OF FLOW. L = THE DISTANCE SUCH THAT POINTS
3RIC, A AND B ARE OF EQUAL ELEVATION
.WARE DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS.
CLOTH IN TRENCH A g
SEE DENR STANDARDS & SPECS. FOR COMPLETE DESIGN CRITERIA &>' L -
MAINTENANCE
CHECK DAM SIDE VIEW
6" DEEP COARSE AGGREGATE
ELEVATION
v FOR USE IN PROPOSED DITCHES
'-'
w
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EARTH FILL COVERED BY r / n
LARGE ANGULAR ROCK FLOW v v
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
COARSE AGGREGATE
N
TOP OF BANK -I I I f` TOP OF BANK
PLAN
STANDARD TEMPORARY STREAM CROSSING
5
40"
M TREE PROTECTION AREA
18"
ih DO NOT ENTER
WARNING SIGN DETAIL
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
NOTES:
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER
PROTECTION AREA.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL
FIELD CONDITIONS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
TM
WARNING SIGN
TM
TREE PROTECTION AREA
DO NOT ENTER
III
III
it
IIIIIIIIII
VIII
VIII
(IIII (IIII VIII VIII VIII (IIII —VIII VIII — (IIII —VIII (IIII — (IIII
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
— (IIII — (IIII —VIII VIII
VIII
IIII
FRONT VIEW
7
MIN. 12 -1/2 GA.
INTERMEDIATE
WIRES
GRADE
VIII III
TREE PROTECTION FENCE
C.O.R. STD # 40.04
c
Or.
c
N
"'I POST
1VEN WIRE FABRIC
ARNING SIGN
)RANGE, UV RESISTANT
iIGH - TENSILE STRENGTH
3OLY BARRICADE FABRIC (TYPICAL)
SIDE VIEW
NOTE: FOR TREE PROTECTION ONLY
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REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
NTS
2A

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NOTES:
1"4 Lou� z
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1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
O g
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EXISTING ENSURE CONSTRUCTION ENTRANCE IS USED.
Q � C,
ROADWAY
BOLLARD OR
c^v ^ a
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
TRAIL OBSTRUCTION
� z N w
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o
06 _
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C7 °
C� STONE, THEN THE TIRES OF THE VEHICLE MUST BE
my
STOP SIGN GREENWAY TRAIL HINGED BOLLARD
� w -4 00 C9
m WASHED BEFORE ENTERING THE PUBLIC ROAD.
cn
SEE DETAIL
BOULDER TYP.
M � o� a
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BOULDER TO BE SUPPLIED
PAINT STRIPE -SOLID YELLOW LINE
2"
w
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BY CITY OF RALEIGH
TRANSPORT AND PLACEMENT
BY CONTRACTOR
1­4
m � z -1 z TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY WILL
v
O CLEAN THE AREA AND INVOICE THE FINANCIALLY
2" YELLOW PAVEMENT
®�� duo H O
m m RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
MARKING
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(SEE DETAIL 3, THIS SHEET)
1/2" EXPANSION JOINT
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WHEN TIEING TO o TIE TO EXISTING
`�d ®� ®�qa`� U >
CONCRETE SURFACE N CONCRETE /ASHPALT
PLAN
5FT RADIUS UNLESS
OTHERWISE NOTED
16' OR FULL WIDTH
OF PROPOSED STREET NEW CONSTRUCTION
OR ENTRANCE, EXISTING ROADWAY
T ----------- - - - - --
WHICHEVER IS 75' MIN. 25' MIN.
10 FT.
GREATER.
>
r----------------
----------------------------------------------------- - - - - -1
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PLAN VIEW
12" MIN.
6"
6" MIN.
FABRIC UNDER STONE
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CONSTRUCTION ENTRANCE
1
GREENWAY ENTRANCE
2
TRAIL OBSTRUCTION WITHIN PAVEMENT MARKING
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1" BEVEL @ 45° (TYP)
1/4" 6 11X3" X %"
- STEEL BOLLARD
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bo
� 3"X13 "X
"%2'
5' -0" 5' -0"
S.Y.P. PRESSURE
7%" STEL PLATE
TREATED FOR
HOLE FOR TACK WELD PIN CAP,
LOCK 1/2 " DIA.
GROUND CONTACT
Np
(SEE SPECS)
/s' 1" X 10" STEEL /a"
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TOP OF `'
CONCRETE
LOCK PIN
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FOOTING TO
FINISH GRADE M �� 1" X 10" STEEL
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HINGE PIN
BOLLARD
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STEEL PLATE /a
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HINGE PIN
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HINGE PIN 3" X 6 �4" X 1�"
E
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I I =1 I I =1 I I =1 I I =1 I I =1 I I =1 I I =1 I I =1 I I =1 I I =1 I I= I I =1 I I =1 I I =1 I I =1 I I =1
-1 I I -1 I I -1 I I -1 I I -1 I I -1 I L =I I L =I I L =III_ " -` `- - - -- "- - '- I I -1 I I -1 I I -1 I I -1 I I
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FOOTING
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2" X 1 �" X 1�"
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COMPACTED
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g
HINGED BOLLARD
PERMANENT BARRIER WOOD BOLLARD
HINGED BOLLLARD
a
V)
NOTE: BOULDERS PROVIDED BY THE CITY OF RALEIGH
BOLLARDS
4
1
TIMBER MAT
8' -0" CTR TO CTR
7' -7" FACE TO FACE
W/ NO SLOTS
PYRAMID POST CAP
2"
MIN.WIDTH AS NECESSARY
SIDEBOARD FOR EQUIPMENT
10' X 10' SQUARE WASHOUT BASIN
TIMBER MAT
W/ NO SLOTS
5" SQ POST
10%2"
THRU BOLT THRU BOLT
MIN
EXISTING GROUND
��ONT�s�OCONSTRUCTION
L
COMPACTED ABC
El—_
:III - IIII -III -IIII- :III -IIII 00�tslo DODD STONE APPROACH 1 I -IIf1 11- 11 1-1111_ I I_f I -III -f N �
— — — — — in H o 0
1'2" X 51/2" RAIL
54"
W 1 11-1111 _ _ _ -
III IIII - I--ii fIII.____.III_IIII O
CROSS SECTION PLAN VIEW
NOTES
1.
INSTALL CONCRETE WASHOUT PIT AT ALL CONSTRUCTION ENTRANCES USED BY CONCRETE
RI 'CL G G BIN HA , ND TO RA PE S,
TRUCKS.
CONTRACTOR SHALL PROVIDE TIMBER MATS WITH OUT SLOTS WHEN CROSSING
2.
LINE PIT WITH IMPERVIOUS FABRIC OR POLYETHYLENE SHEET. ANCHOR FABRIC INTO
JURISDICTIONAL AREAS.
14YZ
DRAWN BY: MET
GROUND OUTSIDE PIT AS SHOWN.
".
CHECKED BY: BRC
3.
MAXIMUM WATER AND SEDIMENT DEPTH IS 12 PIT MUST BE EXCAVATED AND RE -LINED
REVISIONS:
WHEN DEPTH OF SEDIMENT REACHES 12" OR COMBINED WATER/SEDIMENT DEPTH EXCEEDS
IF TOPOGRAPHY DOES NOT PERMIT THE USE OF TIMBER MATS, OR THE TIMBER
1 1 1 1 30"
No.
DATE
12" FOLLOWING WASHOUT OF CONCRETE TRUCK.
MATS CAN NOT SUPPORT THE EQUIPMENT LOAD, CONTRACTOR SHALL INSTALL THE
1
02 -26 -2012
4.
ALLOW WATER TO EVAPORATE COMPLETELY PRIOR TO EXCAVATING PIT.
PERMITTED TEMPORARY PIPE CROSSING OF THE SIZE SHOWN, AND AT THE LOCATION
NOTES:
5.
WASHOUT PIT MAY BE LOCATED NO CLOSER THAN 50' TO DRAINS, INLETS, OR SURFACE
SHOWN ON SHEET 2A, DETAIL 5.
1. FENCE TO BE MASTER HALLO THREE -RAIL RANCH STYLE ____''
6.
WATERS.
AT COMPLETION OF PROJECT, WASHOUT AREA TO BE BACKFILLED AND GRADED TO BE
FENCE WITH NOMINAL 8' SECTION LENGTH _J
LEVEL WITH EXISTING GRADE.
MATS WITHOUT SLOTS ARE UTILIZED TO MINIMIZE SEDIMENT DEPOSITS INTO
PROJECT NO.:
7.
DIMENSIONS MAY BE MODIFIED TO FIT TOPOGRAPYH. PROVIDE MINIMUM 100 SF OF SURFACE AREA
ENVIRONMENTALLY SENSITIVE AREAS. USE CAROLINA TIMBER CRANE MAT OR
FOOTING WIDTH TO BE (2X) POST WIDTH. MINIMUM
8. LOCATIONS SHOWN ON PLANS ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR SHALL
DEPTH 30 ".
9.
DETERMINE FINAL PLACEMENT.
THERE IS NO DIRECT PAYMENT FOR CONCRETE WASHOUT PITS. THEY ARE CONSIDERED
ENGINEER APPROVED ALTERNATE.
un00 i .00
fl 7 1
INCIDENTAL TO THE CONCRETE WORK.
THERE IS NO DIRECT PAYMENT FOR CRANE MATS. THE ARE CONSIDERED INCIDENTAL
NTS
TO THE CLEARING AND GRUBBING WORK.
2 B
CONCRETE WASHOUT PIT
5
TIMBER MAT W /NO SLOTS DETAIL
6
DETAIL FOR SAFETY RAIL
7

I"
I
I
I
I
I�
PERVIOUS DIKE -
EXISTING TERRAIN
a
TEMPORARY SEDIMENTATION BAG
i
15 X 10 TEMPORARY
SEDIMENTATION BAG`.
L PUMP TO SEDIMENTATION BAG
SLOPE DRAIN INLET
G­1­171177ARA InAAII/
[0!•_,t ]Ml MAN 191 ­1\0 _M1_.w0 ..x_. 011►11 ._.w1�`Wl M`. im .l
NOTE: PROVIDE STABILIZED OUTLET TO STREAMBANK
JP11 V l.J uP117a7
)RAIN
DRAW
DETAIL FOR CULVERT CONSTRUCTION AT WET STREAMS AND DITCHES
TEMPORARY SEDIMENTATION BAG(S): LJ,J
THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING, PLACING, AND Lij
REMOVING A TEMPORARY SEDIMENTATION BAG(S) AS DIRECTED BY THE ENGINEER. 0� 3:
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE USED TO FILTER PUMPED WATER � z
DURING THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND /OR CULVERT OR m W
PIPE CONSTRUCTION. LJ,J
THE FILTER FABRIC SHALL MEET THE REQUIREMENTS OF SECTION 1056 FOR TYPE 2
FABRIC. U CD
SEDIMENT CONTROL STONE SHALL MEET THE REQUIREMENTS OF SECTION 1005 AND
SHALL BE CLEAN OF DIRT AND DEBRIS. INSTALL STONE ACCORDING TO THE DETAIL
SHOWN ON THE PLANS. � 00 8 O E
in�Oin
O t0 I� U
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE A WATER PERMEABLE FABRIC BAG >v�
THAT TRAPS SAND, SILT, AND FINES AS SEDIMENT LADEN WATER IS PUMPED INTO Z � � z �
IT. THIS DEVICE SHALL BE CONSTRUCTED SUCH THAT IT IS PORTABLE AND CAN BE °''�
m ra .a) - +�
w
USED ADJACENT TO THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND /OR uN a 3 ce
CULVERT OR PIPE CONSTRUCTION. 3
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE A BAG CONSTRUCTED TO A MINIMUM
SIZE OF 10'X 15' MADE FROM A NONWOVEN FABRIC. IT SHALL HAVE A SEWN -IN 8
IN. (MAXIMUM) SPOUT FOR RECEIVING PUMP DISCHARGE. THE BAG SEAMS SHALL BE m Q
SEWN WITH A DOUBLE NEEDLE MACHINE USING A HIGH STRENGTH THREAD. THE SEAMS 0
w
SHALL HAVE A MINIMUM WIDE WIDTH STRENGTH AS FOLLOWS: a
a
w
TEST METHOD MINIMUM SPECIFICATIONS LLJ
ASTM D -4884 60 LB/IN g
a
THE FABRIC USED TO CONSTRUCT THE BAG SHALL BE STABILIZED TO PROVIDE C)
RESISTANCE TO ULTRA- VIOLET DEGRADATION AND MEET THE FOLLOWING
SPECIFICATIONS FOR FLOW RATES, STRENGTH, AND PERMEABILITY:
PROPERTY TEST METHOD UNITS MIN. SPECIFICATIONS
SPECIFICATIONS
WEIGHT ASTM D -3776 OZ/YD 8.0
GRAB TENSILE ASTM D -4632 LB 200.0
PUNCTURE ASTM D -4833 LB 130.0
FLOW RATE ASTM D -4491 GAL /MIN /SF 80.0
IMPERVIOUS DIKE:
PERMITTIVITY ASTM D -4991 1 /SEC 1.2
w
UV RESISTANCE ASTM D -4355 % 70.0
Lu
WITH THE DETAILS IN THE PLANS AND AT LOCATIONS AS DIRECTED BY THE ENGINEER.
THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING, INSTALLING,
W
J
Lu
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FLOWS INTO AND THROUGH THE BAG WITHOUT CAUSING EROSION. THE NECK OR SPOUT
OF THE BAG SHALL BE TIED OFF TIGHTLY TO STOP THE WATER FROM FLOWING OUT OF
w
z
Z
g
"�.
MAINTAINING, AND REMOVING AN IMPERVIOUS DIKE FOR THE PURPOSE OF DIVERTING
DRAWN BY: MET
Q�
w
REVISIONS:
k
DATE
ENGINEER MUST BE RECEIVED BEFORE REMOVAL AND REPLACEMENT.
NORMAL STREAM FLOW AROUND THE CONSTRUCTION SITE. THE CONTRACTOR SHALL
Lu
u 0
CONSTRUCT AN IMPERVIOUS DIKE IN SUCH A MANNER APPROVED BY THE ENGINEER.
PROJECT NO.:
- Lu
}
M
= ^
TEMPORARY SEDIMENTATION BAG (S) WILL BE MEASURED AND PAID FOR PER EACH.
THIS PAYMENT WILL BE FULL COMPENSATION FOR ALL WORK COVERED BY THIS
Lu
'
THE IMPERVIOUS DIKE SHALL NOT PERMIT SEEPAGE OF WATER INTO THE CONSTRUCTION
O
06
Y Q
w
(? °o
c�
SITE OR CONTRIBUTE TO SILTATION OF THE STREAM. THE IMPERVIOUS DIKE SHALL
LL
Q M
D
J
°
BE CONSTRUCTED OF AN ACCEPTABLE MATERIAL IN THE LOCATIONS NOTED ON THE
a "'
`�
°'
w
' \
PLANS OR AS DIRECTED BY THE ENGINEER .
r
(>
�'
IOUS,DIKE
' G
ACCEPTABLE MATERIALS SHALL INCLUDE BUT NOT BE LIMITED TO SHEET PILES
® ®�� ���
L
Y
°
��
SANDBAGS, AND /OR THE PLACEMENT OF AN ACCEPTABLE SIZE STONE LINED WITH
m
Z
w
- - -_
SAND SAGS / ; - -- \ m
POLYPROPYLENE OR OTHER IMPERVIOUS FABRIC.
I�
��
0
I
,
EARTH MATERIAL SHALL NOT BE USED TO CONSTRUCT AN IMPERVIOUS DIKE WHEN IT IS
STREAM _ �:
IN DIRECT CONTACT WITH THE STREAM.
�
NO DIRECT PAYMENT SHALL BE MADE FOR THE WORK OF INSTALLATION MAINTENANCE
AND REMOVAL OF IMPERVIOUS DIKE(S) AND RELATED WORK AS DESCRIBED IN THIS
Lu
PROVISION. PAYMENT FOR SUCH WORK SHALL BEDISTRIBUTED AMONG THE VARIOUS PAY
Lu
ITEMS.
SLOPE DRAIN .
15 X 10 TEMPORARY
SEDIMENTATION BAG`.
L PUMP TO SEDIMENTATION BAG
SLOPE DRAIN INLET
G­1­171177ARA InAAII/
[0!•_,t ]Ml MAN 191 ­1\0 _M1_.w0 ..x_. 011►11 ._.w1�`Wl M`. im .l
NOTE: PROVIDE STABILIZED OUTLET TO STREAMBANK
JP11 V l.J uP117a7
)RAIN
DRAW
DETAIL FOR CULVERT CONSTRUCTION AT WET STREAMS AND DITCHES
TEMPORARY SEDIMENTATION BAG(S): LJ,J
THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING, PLACING, AND Lij
REMOVING A TEMPORARY SEDIMENTATION BAG(S) AS DIRECTED BY THE ENGINEER. 0� 3:
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE USED TO FILTER PUMPED WATER � z
DURING THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND /OR CULVERT OR m W
PIPE CONSTRUCTION. LJ,J
THE FILTER FABRIC SHALL MEET THE REQUIREMENTS OF SECTION 1056 FOR TYPE 2
FABRIC. U CD
SEDIMENT CONTROL STONE SHALL MEET THE REQUIREMENTS OF SECTION 1005 AND
SHALL BE CLEAN OF DIRT AND DEBRIS. INSTALL STONE ACCORDING TO THE DETAIL
SHOWN ON THE PLANS. � 00 8 O E
in�Oin
O t0 I� U
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE A WATER PERMEABLE FABRIC BAG >v�
THAT TRAPS SAND, SILT, AND FINES AS SEDIMENT LADEN WATER IS PUMPED INTO Z � � z �
IT. THIS DEVICE SHALL BE CONSTRUCTED SUCH THAT IT IS PORTABLE AND CAN BE °''�
m ra .a) - +�
w
USED ADJACENT TO THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND /OR uN a 3 ce
CULVERT OR PIPE CONSTRUCTION. 3
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE A BAG CONSTRUCTED TO A MINIMUM
SIZE OF 10'X 15' MADE FROM A NONWOVEN FABRIC. IT SHALL HAVE A SEWN -IN 8
IN. (MAXIMUM) SPOUT FOR RECEIVING PUMP DISCHARGE. THE BAG SEAMS SHALL BE m Q
SEWN WITH A DOUBLE NEEDLE MACHINE USING A HIGH STRENGTH THREAD. THE SEAMS 0
w
SHALL HAVE A MINIMUM WIDE WIDTH STRENGTH AS FOLLOWS: a
a
w
TEST METHOD MINIMUM SPECIFICATIONS LLJ
ASTM D -4884 60 LB/IN g
a
THE FABRIC USED TO CONSTRUCT THE BAG SHALL BE STABILIZED TO PROVIDE C)
RESISTANCE TO ULTRA- VIOLET DEGRADATION AND MEET THE FOLLOWING
SPECIFICATIONS FOR FLOW RATES, STRENGTH, AND PERMEABILITY:
PROPERTY TEST METHOD UNITS MIN. SPECIFICATIONS
SPECIFICATIONS
WEIGHT ASTM D -3776 OZ/YD 8.0
GRAB TENSILE ASTM D -4632 LB 200.0
PUNCTURE ASTM D -4833 LB 130.0
FLOW RATE ASTM D -4491 GAL /MIN /SF 80.0
PERMITTIVITY ASTM D -4991 1 /SEC 1.2
UV RESISTANCE ASTM D -4355 % 70.0
THE CONTRACTOR SHALL INSTALL THE TEMPORARY SEDIMENTATION BAG IN ACCORDANCE
WITH THE DETAILS IN THE PLANS AND AT LOCATIONS AS DIRECTED BY THE ENGINEER.
PRELIMINARY PL���
®O NOT USE FOR CONSTRUCTION
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE PLACED SO THE INCOMING WATER
FLOWS INTO AND THROUGH THE BAG WITHOUT CAUSING EROSION. THE NECK OR SPOUT
OF THE BAG SHALL BE TIED OFF TIGHTLY TO STOP THE WATER FROM FLOWING OUT OF
THE BAG WITHOUT GOING THROUGH THE WALLS.
THE TEMPORARY SEDIMENTATION BAGS SHALL BE REPLACED AND DISPOSED OF WHEN
BAG(S)
IT IS 3/4 FULL OF SEDIMENT OR WHEN IT IS IMPRACTICAL FOR THE BAG TO FILTER
THE SEDIMENT OUT AT A REASONABLE FLOW RATE. PRIOR APPROVAL FROM THE
DRAWN BY: MET
CHECKED BY: BRC
REVISIONS:
NO.
DATE
ENGINEER MUST BE RECEIVED BEFORE REMOVAL AND REPLACEMENT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SUFFICIENT
QUANTITY OF BAGS TO CONTAIN SILT FROM PUMPED EFFLUENT DURING
THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND /OR CULVERT OR PIPE
PROJECT NO.:
CONSTRUCTION.
H9001.00
TEMPORARY SEDIMENTATION BAG (S) WILL BE MEASURED AND PAID FOR PER EACH.
THIS PAYMENT WILL BE FULL COMPENSATION FOR ALL WORK COVERED BY THIS
NTs
PROVISION, INCLUDING BUT NOT LIMITED TO, FURNISHING ALL MATERIALS, PLACING
AND MAINTAINING THE TEMPORARY SEDIMENTATION BAG(S), AND REMOVAL AND
DISPOSAL OF SILT ACCUMULATIONS AND BAG.

®
Practice Standards and Specifications
e
(
V
Practice Standards and Specifications
1­4
Table 6.10a
Seeding mixture
Table 6.10b
Seeding mixture
Table 6A0c
Seeding mixture _ —
Table 6,11k
Seeding mixture
Temporary Seeding
Species Rate (Iblacre)
J
Ternpomry Seeding
Species Rate (Iblacre)
Temporary Seeding
Species Rate (Iblacre)
Seeding No. I P for: Steep
Species' Rate (lb /acne)
Recommendations for Late
Rye (grain) 120
Recommendations for
German millet 40
Recommendations for Fall
Rye (grain) 120
Slopes or Poor Soils; Low
Tall fescue 100
IU
Winter and early Spring
Annual lespedeza (Kobe €n ;
z
Summer
O
Maintenance
Sericea lespedeza 30
Piedmont and Coastal plain,
In the Piedmont and Mountains, a small- sternmed Sudangrass may be
Seeding Mates
d
Kobe lespedeza 10
J
Korean in Mountains) 50
substituted at a rate of 50 €b /acre.
to
Mountains —Aug. 15 - Dec. 15
ON
H
U
Coastal Plain and Piedmont —Aug. 15 - Dec. 30
Seeding notes
Omit annual lespedeza when duration of temporary cover is not to
Seeding dates
Mountains ---May 15 -Aug. 15
Soil amendments
1. In Eastern Piedmont, add 25 lb /acre Pensacola Bahiagrass or 10 lb/
acre common Bermudagrass. Use common Bermudagrass only where
extend beyond June.
Medmont —(+nay i -Aug. 15
Follow soil tests or apply 2,000 lb /acre ground agricultural limestone
it is unlikely to become a pest.
Seeding dates
Coastal Plain —Apr. 15 -Aug. 15
and 1,000 lb /acre 10 -10 -10 fertilizer.
2. After Aug. 15, use unscarified Sericea seed.
Mountains—Above 2500 feet: Feb. 15 _ May 15
Soil amendments
Mulch
3. Where a neat appearance is desired, omit sericea and substitute 40
Below 2500 feet: Feb. 1- May 1
Piedmont —Jan. 1 - May '1
Follow recommendations of soil tests or apply 2,000 lb/acre round
pp Y g
Apply 4,000 ib /acre straw. Anchor straw b tacking with asphalt, netting,
pp d Y g P g'
lb/acre Bahia grass or 15 lb/acre Bermuda rass.
g g
4. To extend spring seeding dates into June, add 15 lb/acre hulled
p g g
Coastal Plain —Dec. 1 - Apr. 15
agricultural limestone and 750 lb/acre 10 -10 -10 fertilizer.
or a mulch anchoring tool. A disk with blades set nearly straight can be
Bermudagrass. However, it is referable to seed temporary Dover and
p
Mulch
used as a mulch anchoring tool.
seed fescue in Sept.
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb /acre ground
Apply 4,000 Iblacre straw. Anchor straw by tacking with asphalt, netting,
Maintenance
Nurse plants
agriculture{ limestone and 7501blacre 10 -10 -10 fertilizer.
or a mulch anchoring tool. A disk with blades set nearly straight can be
Repair and refertilize damaged areas immediately. Topdress with 50
Between May 1 and Aug. 5, add 10 lb/acre German millet or 15 lb/
Y g
used as a mulch anchoring tool.
lb/acre of nitrogen in March. If it is necessary to extent temporary
acre Sudangrass. Prior to May 1 or after Aug. 15, add 40 lb /acre rye
Mulch
cover beyond June 15, overseed with 50 lb /acre Robe (Piedmont and
(grain).
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
or a mulch anchoring tool. A disk with blades set nearly straight can be
immediately following erosion or other damage.
Seeding dates
used as a mulch anchoring tool.
Maintenance
Best Possible
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
Fall: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
immediately following erosion or other damage.
Late Winter: Feb. 15 - Mar. 21 Feb. 1 -Apr. 15
Fall is best for tail fescue, and lespedezas in late winter. Overseeding
of Kobe lespedeza over fall- seeded tall fescue is very effective. Use
unhLlied Bermudagrass seed in fall.
Soil amendments
Apply lime and fertilizer according to soil tests or apply 4,000 lb/acre
ground agricultural limestone and 1,000 Iblacre 10 -10 -10 fertilizer.
Mulch
Apply 4,000 -5,000 Iblacre grain straw or equivalent cover of another
suitable mulching material. Anchor mulch by tacking with asphalt,
roving, or netting. Netting is the preferred anchoring method on steep
Slopes.
Maintenance
Refertilize in the second year unless growth is fully adequate. May be
mowed once or twice a year, but mowing is not necessary. Reseed,
fertilize, and mulch damaged areas immediately.
b,
'Refer to Appendix 8.02 for botanical names.
6.10.4
6.10.5
6.10.6
6.11.19
®
Practice Standards and .Specifications
�
Practice Standards and .Specificaation.y
Table 6.11m
Seeding mixture
Table 6.11n
Seeding mixture
Table 6.110
Seeding mixture
Table 6.111
Seeding mixture
Seeding No. 2P for: Gentle
Species' Rate (Iblacre)
Seeding No. 3f' fore Gentle
Species' Rate (lb /acre)
Seeding Flo. 4P for: Gentle
Species' Rate (lb/acre)
Seeding Igo, 5P for:
Species' Rate (Iblacre)
Slopes, Average Soil; Low
Tall fescue 80
Slopes, Soils with Average
Blend of two turf -type tall
Slopes, Soils Somewhat
Blend of 50% KY -31 tall fescue
Grass -limed Channels
Tall fescue 200 (4 -5 Ib /1,000 ft2)
Maintenance
Sericea lespedeza 20
or Better Moisture
fescues (90 %) and two or
Warmer or Drier than 3P, or
and 50% mixture of two or
Kobe lespedeza 10
Retention,
more improved Kentucky °
with Physical Limitations;
more turf -type tall fescues 200 -250
Nurse plants
Cooler Sites, High
bluegrass varieties (10 %) 200 -250
High Maintenance
or
Between May 1 and Aug. 15, add 15 Iblacre Sudangrass or 15 lb /acro
Seeding notes
Maintenance
A
turf-type Blend of three or more turf -t e
German millet. Prior to May 1 or after Aug. 15, add 40 lb /acre rye
I. After Aug. 15, use unscarified sericea seed.
I
Seeding date
tali fescues 200 -250
(grain).
2. Where mowing or a neat a
p g is planned appearance 1s desired,
I
omit sericea and 'increase Kobe lespedeza
eza to 40 lb/acre.
Best Possible
!
Seeding dates
eeding dates
Best: Aug. 25 - Oct.
3. To extend spring seeding dates into June, add 15 Iblacre hulled
1
1 Bermudagrass. However, after mid-Apr. it i5 referable to seed
g p p
Fall Aug. 25 - Sept. '15 Aug. 20 - Oct. 25
Best Possible
Possible: Feb. -Apr. '15
temporary cover.
Winter: — Feb. °l - Mar. 31 i
i
I
Fall: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Avoid seeding from Nov. to Jan. If seeding must be done at this time,
Nurse {plants
For quality turf, avoid spring seeding. Where grading is completed
Winter: — Feb. 1 - Mar. 31
add 40 Iblacre rye grain and use a channel lining that offers maximum
Between May 1 and Aug. 15, add 10 lb /acre German millet or 15 lb/
during late winter or spring, an alternative is to seed 30 lb/acre Kobe
protection.
acre Sudangrass. Prior to May 1 or after Aug. 15, add 40 Iblacre rye
lespedeza, keep mowed, prepare seedbed, and seed a permanent
For quality turf, avoid spring seeding. Where grading is completed
(grain).
mixture in early fail.
during late winter or spring, an alternative is to seed 30 lb /acre Kobe
Soil amendments
lespedeza, keep mowed, prepare seedbed, and seed permanent
Apply lime and fertilizer according to soil tests, or apply 4,000 lb /acre
Seeding dates
Soil amendments I
mixtLre between Aug. 25 and Sept. 15.
ground agricultural limestone and 1,000 lb/acre 10 -10 -10 fertilizer.
Apply time and fertilizer according to soil tests, or apply 4,000 Iblacre
Operate tillage equipment across the waterway.
Best possible
ground agricultural limestone and 1,000 lb/acre 10 -10 -10 fertilizer.
Soil amendments
Apply lime and fertilizer according to soil tests or apply 4,000 lb /acre
Mulch
Fall: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Mulch
ground agricultural limestone and 1,000 Ib /acre 10 -10 -10 fertilizer.
Use a rolled erosion control product to cover the bottom of channels
Late Winter. Feb. 15 - Mar. 21 Feb. 1 -Apr. 15
Apply 4.000 lb/acre small grain straw or equivalent cover of another
and ditches, and staple securely. The lining should extend above the
suitable mulch. Anchor straw by tacking with asphalt, netting, roving, or
Mulch
highest calculated depth of flow. On channel side slopes above this
Fall is best for tall fescue and late winter for lespedezas. Overseeding
by crimping with a mulch anchoring tool. A disk with blades set nearly
Apply 4,000 Iblacre grain straw or equivalent cover of another suitable
height, and in drainages not requiring temporary linings, apply 4,000
of Kobe lespedeza over fall- seeded tall fescue is very effective.
straight can be used as a mulch anchoring tool.
mulch. Anchor straw by tacking with asphalt, roving, netting, or by
lb/acre grain straw, and anchor straw by stapling netting over the top.
Soil amendments
Maintenance
crimping with a mu €ch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Mulch and anchoring materials must not be allowed to wash down
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
Fertilize according to soil tests or apply 40 lb/acre nitrogen in Jan. or
slopes where they can clog drainage devices.
ground agricultural limestone and 1,000 Iblacre 10 -10 -10 fertilizer.
Feb., 40 lb in Sept., and 40 lb in Nov., from a 12 -4 -8, 16 -4 -8, or similar
Maintenance
tarf fertilizer. Avoid fertilizer applications during warm weather, as this
Fertilze according to soil tests or apply 40 1b /acre nitrogen in Jan. or
Maintenance
Mulch
increases stand losses to disease. Mow to a height of 2.5 -3.5 inches
Feb., 40 lb in Sept., and 40 lb in Nov., from a 12 -4 -8, 16 -4 -8, or similar
Inspect and repair mulch frequently. Refertilize in late winter of the
Apply 4,000 lb /acre grain straw or equivalent cover of another suitable
as needed. Reseed, fertilize, and mulch damaged areas immediately.
turf fertilizer. Avoid fertilizer applications during warm weather, as
following year; use soil tests or apply 150 lblacre 10- 10 -10. Mow
mulch. Anchor straw by tacking with asphalt, netting, or roving or by
this increases stand losses to disease. Reseed, fertilize, and mulch
regu arly to a height of 2 -4 inches.
crimping with a mulch anchoring tool. A disk with blades set nearly
damaged areas immediately. Mow to a height of 2.5 -3.5 inches as
straight can be used as a mulch anchoring tool.
'Refer to Appendix 8.02 for botanical names.
needed.
'Refer to Appendix 5.02 for botanical names.
Maintenance
Refertilize in the second year unless growth is fully adequate. May be
'Refer to Appendix 8.02 for botanical names.
mowed once or twice a year, but mowing is not necessary. Reseed,
fertilize, and mulch damaged areas immediately.
'Refer to Appendix 8.02 for botanical names.
6.11.20
a
6.11.21
6.11.22
I
6.11.23
TEMPORARY AND PERMANENT SEEDING CHARTS
CHARTS FROM NCDENR PRACTICE STANDARDS AND SPECIFICATIONS (REV 6/06)
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NO. DATE
(PROJECT NO.:
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2D

REPLACE CONCRETE �-
ENTRANCE NCDOT Z
STD. 848.02
Y '
BEGIN PROJECT Ia
BEGIN CONSTRUCTION CO STRUCTION
-Y2- STA 10 + 60.00 ENT - E
-Y2- POT Sta.10 +02.85
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-- - ---- ------
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l5' 07.611 E
10' PROPOSED �
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PROPOSED
CURB
RAMP
-Y2-
P/ STA. 14 +44.1 /
P/ STA. 17 +60.87
PI STA. 21+23.09
0 =
8° 141 37.9" (RT)
0 =
33° 09' 07.1" (LT)
0
= l8° 50' 45.4" (LT)
D =
5° 43' 46.5"
D =
8° 40' 52.2"
D
= 7° 09' 43.1"
L =
143.88'
L =
381.88'
L
= 263.14'
T =
72.07'
T =
196.45'
T
= 132.77'
R =
19000.00'
R =
660.00'
R
= 800.00'
REPLACE CONCRETE �-
ENTRANCE NCDOT Z
STD. 848.02
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l5' 07.611 E
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PROPOSED CROSS WALK LMILB- PRC Sta.15 +45.82
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DB 9830, PG 265
BY 1999, PG 1761
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SEE PCN APP.
-Y2 - PT Sta.19 +46.30 \
- -Y2- 17 + 00.00 REMOVE EXISTING -Y2- PC Sta.19 +90.32
END 10' APP SLAB GUARDRAIL
BEGIN BOARDWALK 1 INSTALL 325' OF GUARDRAIL
END CAT -1 AT FACE OF CURB
-Y2- 16 + 54.40
BEGIN EY APP SLAB
BEGIN GRAU 350 TL -2
-Y2- 20 +01.65
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FEMA PANEL 1724
MAP # 3 72 0172400J
EFFECTIVE DATE MAY 02, 2006
10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 I
2
-MILB -
P/ STA. 14 +59.26
P/ STA. 17 +23.72
P/ STA. 20 +56.28
A =
/0° 12' 14.7" (RT)
0 =
29° 30' 47.3" (LT)
0 =
50° 13' 43.5" (RT)
D =
5° 52' 42.8"
D =
8° 29' 00.3"
D =
25'411 32.4"
L =
173.58'
L =
347.89'
L =
195.50'
T =
87.02'
T =
177.90'
T =
104.53'
R =
974.66'
R =
675.39'
R =
223.01'
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END 10' APP SLAB GUARDRAIL
BEGIN BOARDWALK 1 INSTALL 325' OF GUARDRAIL
END CAT -1 AT FACE OF CURB
-Y2- 16 + 54.40
BEGIN EY APP SLAB
BEGIN GRAU 350 TL -2
-Y2- 20 +01.65
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FEMA PANEL 1724
MAP # 3 72 0172400J
EFFECTIVE DATE MAY 02, 2006
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EFFECTIVE DATE MAY 0212006
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190 I PRELIMINARY PLANS I
DO NOT UN POR CONWRUMON
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REVISIONS:
170
NO. DATE
160 PROJECT NO.:
H9001.00
43 +00 44 +00 45 +00 46 +00 47 +00 6

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Min. D =1 Ft.
T = 71,95' T = 112.50' T = 72.83' T = 36.11' + + + +
Type of Liner= PSPM Max d =1 Ft. R = 400.00' R = 210.00' R = 200.00' R = 50.00'
FROM STA. 54 + 75 -Y2 REV3- '.
FEMA PANEL 1724
TO STA. 56 + 75, -Y2 REV3- MAP # 3 72 0172 400J
I m EFFECTIVE DATE MAY 02, 2006
LEFT DITCH -- --- - - - - --
47 +00 48 +00 49 +00 50 +00 51 +00 52 +00 53 +00 54 +00
55 +00
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57 +00
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PRELIMINARY PLANS II
DO NOT USE FOR CONBTRUCITON
KAWN BY: MLI
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EVISIONS:
NO. DATE
PROJECT NO.:
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7

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D = 28° 38' 52 °4" D = 57° 17' 44 °8" D = 57° 17' 44 °8"
L = 69.42' L = 58.02' L = 17.18' ` -
T = 35 °06' T = 29.85' T = 8 °61'
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Pl STA. 69+76.65 Pl STA. 72 +59 °65
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D = 7° 09' 43.1" D = 7° 09' 43 °1"
L = 68 °80 L = 179.80'
T = 34 °42' T = 90.28'
R = 800 °00' R = 800 °00'
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NO. DATE
160 PROJECT NO.:
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70 +00 71 +00 72 +00 73 +00 8

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200
ELIMINARY PLANS
190 11 PRW NOT UN IVR CONWRUMON I
UKAWN BY: mtl
CHECKED BY: BRC
170 REVISIONS:
—]
NO. DATE
-y2-
F/ ST A° 74+10.33
F1 ST A. 75 +60.94
F/ ST A. 76+82.04
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A = 61* 44" 43.1" (LT)
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ELIMINARY PLANS
190 11 PRW NOT UN IVR CONWRUMON I
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CHECKED BY: BRC
170 REVISIONS:
—]
NO. DATE

\ oL 5
v DETAIL 2 -Y2- \ NOTE: (D w w
STANDARD 'V 'DITCH NO CONSTRUCTION VEHICLES, EQUIPMENT OR, 1--4 � z
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T = 22.80' T = 34.03' T = 69.74' PC StG 9 2�.8/ BK = LL � o z w
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DISCHARGES INTO EXISTING WETLANDS
FROM STA. 89 + 55 TO STA. 90 + 40 RT < M D J °'
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D = l4° I9 26.2 D = l4° 19 26.2 D = 14 19 26.2 I I ENTRANCE #3 U Y
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CITY OF RALEIGH
DB 2050, PG 155
BY 2007, PG 72
PIN 1724816908
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FEMA PANEL 1724
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PROPC)SFD H i %�, %� -Y.2 STA_ 1 1 +45.00 -Y %— P( Stn_�n_3 +F)7_R7 -
1 200
1 190
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150
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NO. DATE
o!
STREAM IMPACTS
-Y2-
Pl ST A, 99 +07.95
P1 ST A. /00 +32.77
Pl STA. 104 +51.66
STREAM S G 5
D - 21* 22' 12,7" (RT)
A = 14° 33' 42.5" (LT)
A
= //* 57' 30,6" (RT )
PERMANENT IMPACTS = 0 LF
D = 14 °19'26.2"
D = 14 °19'26,2"
D
= 7 °09'43.1"
TEMPORARY IMPACTS = 40 LF
L = 149,19'
L = 101.66'
L
= 166.97'
T = 75.47'
T = 5 /.///
T
= 83,79'
R = 400,00'
R = 400.00'
R
= 800.00'
\
P1 STA. 107 +23.59
Pl STA. 109 +98.11
P1 STA. 111 +49.68
0 = 50° 31' 2/.4" (LT)
0 = 30° 53' 57.8" (RT)
0 =
26° 07' 32.5" (LT)
D = 14° 19' 26.2"
D = 14° 19' 26.2"
D =
28° 38' 52.4"
L = 352.71'
L = 215.72'
L =
91.20 '
T = 188.75'
T = 110.55'
T =
46.40'
R = 400,00'
R = 400.00'
R =
200.00'
� I
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— FW
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DB
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2050, PG l55
BM 2007, PG 72
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CITY OF RALEIGH
DB 2050, PG 155
BY 2007, PG 72
PIN 1724816908
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W BEGIN BOARDWALK 3
CROS IW
Lu A SHEET 2A END BOAR WALK 3
BEGI 10' PP SLAB . ^
PROPC)SFD H i %�, %� -Y.2 STA_ 1 1 +45.00 -Y %— P( Stn_�n_3 +F)7_R7 -
1 200
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1 170
1 160
150
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170 REVISIONS:
NO. DATE

P306
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CITY OF RALEIGH
DB 2050, PG 155
BM 2007, PG 72
PIN 1724816908
-Y2 - PT Sta.112 +90.09
TEMP REAM
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SEE PCN APP. N .�
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t�F R , IMPACT 1317
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1 200
1 190
1 170
1 160
150
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113 +00 114 +00 115 +00
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170 REVISIONS:
NO. DATE
160 PROJECT NO.:
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150
125 +00
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+ + ++
1 200
1 190
1 170
1 160
150
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113 +00 114 +00 115 +00
/ P307C
ti P31
-
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N/F
V EW HOPE a�EV E H ENE PUBLIC E,VICE CO DE NC -INC
P VP
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116 +00 117 +00 118 +00 119 +00 120 +00 121+00 122 +00
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MAP # 3720172400J
EFFECTIVE DATE MAY 0212006
200
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170 REVISIONS:
NO. DATE
160 PROJECT NO.:
H9001.00
150
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12

END —Y2— POT Sta,130 +20.00 NSF P309
BEGIN —Y2REV I — POT Sto.130 +20.71 CITY 5 RALEIGH STREAM IMPACTS e
p,�p
BY 2004, PG 2332 STREAM S G 2
BUFOf- &*l� BZPC Sto.I30 +87.45 PIN 1734111169
�SE PERMANENT IMPACTS (USACE) = 12 LF
- Y2REV l - PRC Sta.131 +53.09 - � � �-
PERMANENT IMPACTS (NCDENR) = 20 LF
TEMPORARY IMPACTS = 0 LF
— Y2REV /— PT St0 ^132 +70.81 EST 3 TONS CLASS B RIP RAP -
EST 10 SY FILTER FABRIC CR�13T1�'EE ._,
�, 6'L X 3'W GREEK
LIMITS OF �
—Y2REV I —
.
—Y2
—
P/ STA. 1,32 +12.38
0 =
9° 24' 07.9" (RT)
P/ STA. 125 +12.74
P/ STA. 127-f,37.9,3
P/ STA. 128 +96.12
PI STA. 129 +90.69
0 =
l3° l5' 05.9" (LT)
0 =
61* 411 08.1" (RT)
0 =
I6° 19' 44.3" (LT)
0 =
14° 33' 02.8" (RT )
D =
I4° 19' 26.2"
D =
19° 05' 54,9"
D =
57° 17' 44.8"
D =
28° 38' 52.4"
L =
92.51'
L =
322.98'
L =
28.50'
L =
50.79'
T =
46.46'
T =
179.14'
T =
14.35'
T =
25.53'
R =
400.00'
R =
300.00'
R =
100.00'
R =
200.00'
END —Y2— POT Sta,130 +20.00 NSF P309
BEGIN —Y2REV I — POT Sto.130 +20.71 CITY 5 RALEIGH STREAM IMPACTS e
p,�p
BY 2004, PG 2332 STREAM S G 2
BUFOf- &*l� BZPC Sto.I30 +87.45 PIN 1734111169
�SE PERMANENT IMPACTS (USACE) = 12 LF
- Y2REV l - PRC Sta.131 +53.09 - � � �-
PERMANENT IMPACTS (NCDENR) = 20 LF
TEMPORARY IMPACTS = 0 LF
— Y2REV /— PT St0 ^132 +70.81 EST 3 TONS CLASS B RIP RAP -
EST 10 SY FILTER FABRIC CR�13T1�'EE ._,
�, 6'L X 3'W GREEK
LIMITS OF �
—Y2REV I —
.
P/ ST A. l3/ +20.35
P/ STA. 1,32 +12.38
0 =
9° 24' 07.9" (RT)
0 =
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D =
I4° 19' 26.2"
D =
I4° I9' 26.2"
L =
65.64'
L =
117.72'
T =
32.89'
T =
59.29'
R =
400.00'
R =
400.00'
END —Y2— POT Sta,130 +20.00 NSF P309
BEGIN —Y2REV I — POT Sto.130 +20.71 CITY 5 RALEIGH STREAM IMPACTS e
p,�p
BY 2004, PG 2332 STREAM S G 2
BUFOf- &*l� BZPC Sto.I30 +87.45 PIN 1734111169
�SE PERMANENT IMPACTS (USACE) = 12 LF
- Y2REV l - PRC Sta.131 +53.09 - � � �-
PERMANENT IMPACTS (NCDENR) = 20 LF
TEMPORARY IMPACTS = 0 LF
— Y2REV /— PT St0 ^132 +70.81 EST 3 TONS CLASS B RIP RAP -
EST 10 SY FILTER FABRIC CR�13T1�'EE ._,
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150 PROJECT NO.:
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I I I I I I I I I I I I I I I I I I I I I I I I I I 140
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0 =
l3° 35' 59.3" (RT )
D =
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L =
94.94'
T =
47.70'
R =
400.00'
F1 STA. 157 +83.93
A =
61* 48' 41.6" (LT)
D =
57° 17' 44.8"
L =
107.88'
T =
59.86'
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D
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D =
57° 17' 44.8"
L
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L =
76.99'
T
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T =
40.51'
R
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R =
100.00'
F/ ST A. /58 +52.92
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D
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