20190572 Ver 1_Final Design Team Drawings_20190429

VICINITY MAP
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Ann St � N Cross Creek
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DRAWING INDEX
GENERAL
G1
PROJECT COVER SHEET
CIVIL / SURVEY
CO
GENERAL NOTES, LEGEND, ABBREVIATIONS
C0.1
EXISTING CONDITIONS
C1
PHASE 1 EROSION CONTROL AND DEMOLITION PLAN
C2
SITE PLAN
C3
GRADING PLAN
C4
DETAILS
C4.1
DETAILS
STRUCTURAL
S1
SHEET PILING PLAN
S2
GUARDRAIL ELEVATIONS AND DETAILS
S3
GUARDRAIL AND SHEET PILE CAP DETAILS
S4
SHEET PILE WALL SECTIONS AND DETAILS
S5
SHEET PILE WALL SECTIONS AND DETAILS
ENVIRONMENTAL
BRI
BANK & STREAM REPAIR PLAN
BR2
BANK & STREAM REPAIR DETAILS I
BR3
BANK & STREAM REPAIR DETAILS II
BR4
BANK & STREAM REPAIR DETAILS III
BR5
BANK & BUFFER PLANTING PLAN
BR6
BANK STABILIZATION AND PLANTING DETAILS
,0001 • . n
CROSS CREEK HURRICANE
REPAIR& BANK STABILIZATION
PROJECT CONTACTS FOR
CITY OF FAYETTEVILLE
Owner
Giselle Rodriguez, PE
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City Engineer
Co
No
433 Hay Street, Fayetteville, NC 28301
433-1656
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(910) [e-mail]
Engineering and Construction
David Webb, PE
Management
Program Management Consultant
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[phone] [e-mail]
Traffic Services
Lee Jernigan, PE
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City Traffic Engineer
339 Alexander Street, Fayetteville, NC 28301
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[phone] [e-mail]
THIS PROJECT CONSISTS OF:
Repair and stabilization of Cross Creek downstream of Grove St.
Bridge due to hurricane damage. Work includes stream repairs,
bank stabilization, sheet pile installation, surface drainage
improvements and asphalt walkway repair.
AERIAL VIEW
PROJECT DESIGN TEAM
STRUCTURAL AND PRIME CONSULTANT:
Fleming & Associates, PA (NC Firm License # C-2828)
1004 Hay Street
Fayetteville, NC 28305
[phone]
www.flemingandassociates.com
Stephen Fleming, PE, RBEC (NC License # 11278)
[e-mail]
LAND SURVEYOR:
M.A.P.S. Surveying, INC. (NC Firm License # C-2589)
1401 Morganton Road
Fayetteville, NC 28305
[phone]
www.mapssurveying.com
Michael J. Adams, PLS, (NC License # L-4491)
[e-mail]
CIVIL:
Crawford Design Company (NC Firm License # C-2097, C-136)
116 N. Cool Spring Street
Fayetteville, NC 28301
[phone]
www.crawforddsn.com
Frank D. Crawford, RLA, LEED AP (NC License # 1020)
[e-mail]
ENVIRONMENTAL:
Soil & Environmental Consultants, PA (NC Firm License # C-2141)
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
[phone]
www.sandec.com
Patrick K. Smith, PE (NC License # 25525)
[e-mail]
Know what's below.
0111 before you dig.
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Fleming
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PROJECT NO.SUB-LEDGER NO.NAME:DATE:NANAwww.flemingandassociates.comFleming & Associates Job #17-31
Know what's below.before you dig.Call
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ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON THIS
SHEET SHALL APPLIED TO ALL CONTRACT DOCUMENTS AND SHEETS IN THIS SET.
Abbreviation:Description:Abbreviation:Description:
A/C AIR CONDITIONING L
LENGTH, LEFT
ADJ ADJACENT LF LINEAR FOOT
AFF ABOVE FINISH FLOOR LFT LEFT
AL AREA LIGHT
APX APPROXIMATE MAX MAXIMUM
ASBY ASSEMBLY MIN MINIMUM
ASPH ASPHALT MISC MISCELLANEOUS
AUTO AUTOMATIC MON MONUMENT
B.O. BLOW-OFF NIC NOT IN CONTRACT
B.V. BALL VALVE NTS NOT TO SCALE
B/W BETWEEN
BFF BELOW FINISH FLOOR O.C. ON CENTER
BLDG BUILDING O/H OVER HEAD
BOC BACK OF CURB
BOW BOTTOM OF WALL PC POINT OF CURVATURE
BX BOX PI POINT OF INTERSECTION
PIV POST INDICATION VALVE
P/L PROPERTY LINE
CF CUBIC FOOT PP POWER POLE
CI CURB INLET PT POINT OF TANGENCY
CL CENTER LINE PVC POLYVINYL CHLORIDE
CM CONCRETE MONUMENT
CMS CONCRETE MONUMENT SET PVMT PAVEMENT
CMU CONCRETE MASONARY UNIT
CONC CONCRETE R RADIUS, RIGHT
CONSTR CONSTRUCTION R.J. RESTRAINED JOINT
CONTR CONTRACTOR R/W RIGHT OF WAY
CTI CAST IRON RCP REINFORCED CONCRETE PIPE
CY CUBIC YARD RDCO ROOF DRAIN CLEAN OUT
RED REDUCED
D DEPTH REM REMOVE
DEMO DEMOLISH (DEMOLITION)RNF REINFORCE
DI DUCTILE IRON RQD REQUIRED
DIA DIAMETER RQMT REQUIREMENT
DIM DIMENSION RT RIGHT
DS DOWNSPOUT
DWG DRAWING RWM RIGHT OF WAY MARKER
ECM EXISTING CONCRETE MONUMENT SCH SCHEDULE
EIP EXISTING IRON PIPE SD STORM DRAIN
EIS EXISTING IRON STAKE SDCO STORM DRAIN CLEAN OUT
ELEC ELECTRIC (ELECTRICALLY)SDMH STORM DRAIN MANHOLE
ELEV ELEVATION SED SEDIMENT
ELMH ELECTRICAL MANHOLE SF SQUARE FOOT
SH SINKHOLE
ENCL ENCLOSURE SLV SLEEVE
EOC EDGE OF CONCRETE SPEC SPECIFICATION
EOP EDGE OF PAVEMENT SQ SQUARE
EQPT EQUIPMENT SS SANITARY SEWER
ESMT EASEMENT SSCO SANITARY SEWER CLEAN OUT
EX EXISTING SSMH SANITARY SEWER MANHOLE
EXCV EXCAVATE (EXCAVATION)STA STATION
EXT EXTERIOR STD STANDARD
STOR STORAGE
FES FLARED END SECTION STSL STAINLESS STEEL
FFE FINISH FLOOR ELEVATION SY SQUARE YARD
FH FIRE HYDRANT
FIN FINISH TBM TEMPORARY BENCHMARK
FLR FLOOR TEL TELEPHONE
FNC FENCE TEMP TEMPORARY
FO FIBER OPTIC THK THICK
FOBX FIBER OPTIC BOX TMH TELEPHONE MANHOLE
FOC FACE OF CURB TOG TOP OF GRATE
FT FOOT TOH TOP OF HOOD
TOP TOP ELEVATION
G.V. GATE VALVE TOW TOP OF WALL
GA GAUGE TPED TELEPHONE PEDESTAL
GALV GALVANIZE TS&V TAPPING SADDLE & VALVE
GND GROUND TYP TYPICAL
GRAV GRAVEL
U/G UNDER GROUND
HDPE HIGH DENSITY POLYETHYLENE UTIL UTILITY
HORZ HORIZONTAL
HT HEIGHT VAL VALVE
HVAC HEATING / VENTILATIING / A/C VERT VERTICAL
HVD HEAVY DUTY
HW HEAD WALL W/ WITH
W/O WITHOUT
IN INCH WL WATER LINE
INT INTERIOR WM WATER MAIN, WATER METER
INV INVERT WSE WATER SERVICE ELEVATION
ISS IRON STAKE SET WWF WELDED WIRE FABRIC
YI YARD INLET
JB JUNCTION BOX
JNT JOINT
1. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE JOB SITE.
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR WITH THE
SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION. BENCHMARK IS THE EX. BACK OF CURB AT THE END OF THE EXISTING
DRIVE, ON THE WEST SIDE OF THE EX. WALKWAY WITH COORDINATES N = 475879.98; E = 2038540.18 AND AN ELEVATION OF 87.67'
3. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED.
4. THE INTENT OF THE LIMITS OF CONSTRUCTION (LOC) SHOWN ON THE DRAWINGS IS TO DEFINE THE GENERAL AREA TO CONSTRUCT,
INSTALL AND/OR MODIFY THE SITE IMPROVEMENTS. TYPICALLY, THE LOC WILL FOLLOW RIGHT-OF-WAY OR PROPERTY BOUNDARIES.
HOWEVER, THE LOC MAY BE SHOWN IN CERTAIN LOCATIONS FOR READABILITY AND CLARITY PURPOSES. THE CONTRACTOR SHALL
CONTACT THE OWNER'S REPRESENTATIVE REGARDING ANY QUESTIONS AS TO THE EXACT LOCATION OF THE LOC PRIOR TO BID AND
PRIOR TO BEGINNING CONSTRUCTION. ALL ITEMS SHOWN ON THESE PLANS THAT DO NOT SPECIFICALLY STATE 'NOT-IN-CONTRACT
(NIC)' SHALL BE INCLUDED IN THE BID COST, INCLUDING ITEMS THAT MAY BE OUTSIDE THE LOC BOUNDARY.
5. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS SUPPLEMENTED BY FIELD INSPECTIONS AND
SHOULD INDICATE IN GENERAL THE TYPE OF UNDERGROUND FACILITIES NOW IN SERVICE. LOCATIONS SHOWN ARE NOT GUARANTEED.
DEVELOPERS OR CONTRACTORS SHALL NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR CONTINGENCIES
WHICH MIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED LINES OR LINES BEING IN DIFFERENT LOCATIONS THAN INDICATED
ON THIS PLAN. AT LEAST 48-HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY, EXCAVATION, GRADING, OR DIGGING ON THE SITE, THE
GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO VERIFY AND/OR FIELD-LOCATE THEIR RESPECTIVE UTILITIES (THE
NORTH CAROLINA ONE CALL CENTER - DIAL 811). ALL DAMAGE INCURRED TO EXISTING UTILITY LINES DURING CONSTRUCTION SHALL
BE REPAIRED AT THE GENERAL CONTRACTORS EXPENSE.
6. ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF-SITE AT NO ADDITIONAL COST TO THE OWNER..
7. A FORMAL EROSION AND SEDIMENTATION CONTROL PERMIT IS REQUIRED FOR THIS SITE UNDER THE REGULATIONS OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR). THE GENERAL CONTRACTOR IS REQUIRED TO AND
SHALL FOLLOW ALL LOCAL, STATE AND FEDERAL REGULATIONS TO MINIMIZE EROSION AND THE TRANSPORT OF SEDIMENT OFF-SITE
DURING CONSTRUCTION, INCLUDING THE PLACEMENT AND MAINTENANCE OF CONTROL MEASURES. ALL MEASURES REQUIRED SHALL
BE INCLUDED IN THE BID COST WHETHER SPECIFICALLY INDICATED OR NOT.
8. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF FAYETTEVILLE, CUMBERLAND COUNTY, STATE AND FEDERAL
REQUIREMENTS.
9. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE SURFACES SHALL BE SEEDED AND STABILIZED PER
SPECIFICATIONS.
10. THESE PLANS INDICATE THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED AND/OR, RELOCATED. HOWEVER, THE CONTRACTOR
SHALL DEMOLISH AND/OR RELOCATE ALL MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED ON THESE PLANS TO PROVIDE
A CLEAN SITE FOR THE INSTALLATION OF THE NEW IMPROVEMENTS.
11. SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY M.A.P.S SURVEYING INC. [phone]
12. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING TREE PROTECTION FENCING AROUND ALL "AT-RISK" TREES
WITHIN THE VICINITY OF THE CONSTRUCTION ACTIVITY WHETHER SPECIFICALLY INDICATED ON THE PLANS OR NOT. TREE PROTECTION
FENCING SHALL BE INSTALLED PRIOR TO BEGINNING ANY CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITIES, AND SHALL BE
MAINTAINED AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT UNTIL FINAL SITE INSPECTION.
13. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL & NATURAL
RESOURCES & THE NORTH CAROLINA DEPARTMENT OF WATER QUALITY FOR APPROVAL TO REMOVE ALL CONSTRUCTED TEMPORARY &
PERMANENT EROSION & SEDIMENTATION CONTROL MEASURES, AND FOR THE APPROVAL OF PERMANENT GROUND COVER.
14. CONTRACTOR SHALL INSTALL A RAIN GAUGE AND MAINTAIN A MONITORING LOG ACCORDING TO NCDENR REQUIREMENTS UNTIL THE
AGENCY HAS RELEASED THE SITE.
15. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ACCORDING TO NCDOT REQUIREMENTS DURING ANY INTERRUPTIONS OF LOCAL
TRAFFIC DUE TO DELIVERIES OR CONSTRUCTION.
16. CONTRACTOR SHALL PROVIDE RED-LINE PRINTS OF ALL CHANGES AND MODIFICATIONS. THIS INFORMATION SHALL BE PROVIDED TO
THE DESIGNER OF RECORD AT THE TIME OF SUBSTANTIAL COMPLETION.
ASPHALT PAVEMENT
(STANDARD)
ASPHALT PAVEMENT (HEAVY
DUTY)N/A
CONCRETE
GRASS / SOD N/A
GRAVEL
GRAVEL CONST. ENTRANCE N/A
PAVERS
SEDIMENT TRAP N/A
SOIL N/A
VELOCITY DISSIPATION / RIP
RAP PROTECTION
WETLAND AREA
ACCESSIBLE RAMP
AREA LIGHT
BACK FLOW PREVENTION
ASSEMBLY
BEND N/A
BLOCK & GRAVEL INLET
PROTECTION N/A
CHECK DAM N/A
CLEAN OUT
CURB & GUTTER
CURB & GUTTER (SPILL OFF)N/A
CURB INLET
DROP INLET
DUMPSTER UNIT
ELECTRICAL TRANSFORMER
FIRE HYDRANT ASSEMBLY
FLARED END SECTION
GAS METER
GAS VALVE
GRADE BUBBLE
(TOP-ELEVATION)
GRADE BUBBLE
(FINISH-GRADE)
GUY WIRE
HARDWARE CLOTH & GRAVEL N/A
HEAD WALL
JUNCTION BOX
LIFT STATION
MAN HOLE
NOTE BUBBLE (DEMOLITION)N/A
EXISTING NEW
CABLE / TELEVISION
CENTER LINE
CONTOUR LINE
DIVERSION BERM N/A
EASEMENT
FENCE
FIBER OPTIC
FORCE MAIN
NATURAL GAS
LIMITS OF CONSTRUCTION N/A
OVER HEAD ELECTRIC
PROPERTY LINE
PROPERTY LINE (ADJACENT)N/A
RAIL ROAD TRACKS
RIGHT OF WAY
SANITARY SEWER
SEDIMENT FENCE N/A
SLOPE DRAIN N/A
SLUDGE RETURN LINE
STORM DRAIN
SWALE / DITCH LINE
TELEPHONE
UNDERGROUND ELECTRIC
WATER
EXISTING NEW
NOTE BUBBLE (GRADING)N/A
NOTE BUBBLE (SITE)N/A
NOTE BUBBLE (UTILITY)N/A
PLUG
POROUS BAFFLES N/A
POST INDICATOR VALVE
POWER / TELEPHONE POLE
REDUCER / INCREASER
RIDGE LINE N/A
ROCK PIPE INLET
PROTECTION N/A
SIGNAGE
TELEPHONE PEDESTAL
TREE / SHRUB
TRENCH DRAIN
WATER METER / VAULT
WATER VALVE
WHEEL STOP
YARD INLET
PROJECT EROSION CONTROL MEASURES NEW
TEMPORARY SEDIMENT
FENCE N/A
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE N/A
TEMPORARY SKIMMER BASIN
WITH POROUS BAFFLES N/A
TEMPORARY DIVERSION
SWALE N/A
TEMPORARY SEDIMENT TRAP
WITH POROUS BAFFLES N/A
TREE PROTECTION FENCE N/A
SILT FENCE OUTLET N/A
TEMPORARY HARDWARE
CLOTH & GRAVEL INLET
PROTECTION
N/A
VELOCITY DISSIPATION / RIP
RAP PROTECTION N/A
ROCK PIPE INLET
PROTECTION N/A
varies
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Sheet Title:Sheet Number:
General Notes, Legend, Abbreviations C0
Existing Conditions C0.1
Phase 1 Erosion Control and Demolition
Plan C1
Site Plan C2
Grading Plan C3
Details C4
Details C4.1
28301
LEGEND
CLF -CHAIN LINK FENCE
WF -WOODEN FENCE
SH -SINKHOLE
CM-CONCREFE MARKER - - -
CONC-CONCREFE
ASPH ASPHALT
PP -POWER POLE
NOTES
SITE WETLANDS DELINEATED BY SOILS & ENVIRONMENTAL CONSULTANTS, PA ON 01 /22/2019.
PRE -PRELIMINARY 100 -YEAR AND 500 -YEAR FLOODPLAIN AND FLOODWAY BOUNDARIES
OBTAINED FROM THE NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM (MCFMP)
. SITE LOCATED ON FEMA DFIRM PANEL NO. 0437. DATED 01105/2007.
SET NAIL
N:476014.9961
E:2038266.5591
Z:85.33
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EX.
10
'
CLF
EX. C R OSS C R EEK
EX. CRO
S
S
C
R
E
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K
EX. CROSS CREEK
EX. ASPHALT WALK
EX. BLDG
EX. 10' CLF
EX. CONCRE
T
E
SLAB
EX.SHEDSAWCUT AND REMOVE EX. SIDEWALK
EX. ASPHALT WALK
1
NC G
RI
D
NA
D 83
1
1
1 1
1
2
REMOVE APPROX. 99LF OFCHAIN LINK FENCE
3
5
5
GRAVES TO BERELOCATED BYTHE CITY
GRAVES TO BERELOCATED BYTHE CITY
EXISTING VEGETATIONDO NOT DISTURB
EXISTING VEGETATIONDO NOT DISTURB
EX. WETLANDS
EX. WETLANDS
5
EX. 10" PIPE
INV(WEST)-86.89'
INV(EAST)-83.30'
EX. GRAVES IN THISAREA SHALL NOT BEDISTURBED.
6
INSTALL PEDESTRIAN WARNING/ACCESS BARRIER AND SIGNAGE
PROJECT LIMITS OFDISTURBANCE2.37 ACRES
1 1
1
1
EX. 10' CHAIN LINK FENCE TOREMAIN
EX. 10' CHAIN LINK FENCE TOREMAIN
APPROX. LOCATION EX. PROPANETANK. DO NOT DISTURB.
EX. POLES. DO NOT DISTURB.
VEHICLE WARNINGCONSTRUCTION ZONESIGNAGE (APPROX. LOC.)
EX. 10' CHAIN LINK FENCE TOREMAIN
NOTE: MAINTAIN VEHICLE ANDPEDESTRIAN ACCESS AT ALLTIMES.
INSTALL ORANGECONSTRUCTION FENCESEE SHT. 4.1, #2
DO NOT DISTURB EX.LANDSCAPING IN THIS AREA
4
5
EX. GUARD RAI
L
2
EX. CONC.EX.
CONC
.
EX. DECK
REMOVE APPROX. 6LF OF CHAINLINK FENCE
REMOVE APPROX. 21LF OFCHAIN LINK FENCE
2
2
7
PROJECT NO.SUB-LEDGER NO.NAME:DATE:NANAwww.flemingandassociates.comFleming & Associates Job #17-31
Know what's below.before you dig.Call
R
( IN FEET )
0
GRAPHIC SCALE 1 inch = ft.
30 30 60
30
12015
REMOVE AND DISPOSE OF EXISTING CHAIN LINK FENCE.
SAWCUT, REMOVE AND DISPOSE OF EXISTING SIDEWALK.
DEMOLITON NOTES
1
2
REMOVE AND DISPOSE OF EXISTING DECK AND CONCRETE RAMPS.3
ADDITIONAL NOTES
1.ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED
ON THE TITLE PAGE SHALL APPLY TO THIS PLAN.
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED
BY THE GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING
CONSTRUCTION. BENCHMARK IS THE EX. BACK OF CURB AT THE END OF THE EXISTING
DRIVE, ON THE WEST SIDE OF THE EX. WALKWAY WITH COORDINATES N = 475879.98; E =
2038540.18 AND AN ELEVATION OF 87.67'
3. THESE PLANS INDICATE THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED AND/OR,
RELOCATED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND/OR RELOCATE ALL
MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED ON THESE PLANS TO
PROVIDE A CLEAN SITE FOR THE INSTALLATION OF THE NEW IMPROVEMENTS.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING TREE
PROTECTION FENCING AROUND ALL "AT-RISK" TREES WITHIN THE VICINITY OF THE
CONSTRUCTION ACTIVITY WHETHER SPECIFICALLY INDICATED ON THE PLANS OR NOT.
TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO BEGINNING ANY
CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITIES, AND SHALL BE MAINTAINED AT ALL
TIMES THROUGHOUT THE DURATION OF THE PROJECT UNTIL FINAL SITE INSPECTION.
REMOVE EXISTING WOOD FENCE.4
5 REMOVE EX. GUARDRAIL AND WOOD FENCE AS NEEDED. REPLACE WHEN
CONSTRUCTION IS COMPLETE.
6 REMOVE APPROX. 30 LF OF EX. DRAIN PIPE. CONNECT TO NEW YARD
INLET. SEE SITE PLAN.
EROSION CONTROL NOTES
1 INSTALL SILT FENCE WITH STRAW WATTLE OUTLETS AROUND PERIMETER
OF ACTIVE DEMOLITION AND SHORING WORK. INSTALL SILT FENCE WITH
MINIMAL DAMAGE TO EXISTING VEGETATION. SEE SHT. C4.1, #5 & #6.
2 INSTALL GRAVEL CONSTRUCTION ENTRANCE. SEE SHT. C4.1, #1.
DEMOLITION ITEMS:
1. SECTIONS OF ASPHALT TO BE REMOVED (ALL MATERIAL TO BE
DISPOSED OFF-SITE): SECTION 1= APPROX. 300 LF, 2=APPROX. 225 LF,
AND 3=75 LF.
2. SECTIONS OF CONCRETE AND DECKING TO BE REMOVED (ALL
MATERIAL TO BE DISPOSED OFF-SITE): APPROX. 85 LF.
3. SECTIONS OF FENCING TO BE REMOVED (ALL MATERIAL TO BE
DISPOSED OFF-SITE): APPROX. 99 LF CHAIN LINK FENCE NEAR EX.
BLDGS., APPROX. 50 LF OF WOODEN FENCE WEST OF THE EX. DECK,
AND APPROX. 220 LF OF WOODEN FENCE ON THE NORTH END OF THE
PROJECT.
4. SECTIONS OF FENCING TO BE REMOVED AS NEEDED AND REPLACED
BY COMPLETION OF THE PROJECT: APPROX. 50 LF OF GUARDRAIL AND
APPROX. 100 LF OF WOODEN FENCE; APPROX. 27 LF OF CHAIN LINK
FENCING AT EX. SHED & CONC. SLAB, TO BE REPLACED WITH APPROX.
66 LF OF NEW CHAIN LINK FENCING.
7 SAWCUT AND REMOVE A PORTION OF THE BLDG. SLAB AND FOUNDATION.
28301
EX.
10
'
CLF
EX. CROSS CR
E
E
K
EX. CRO
S
S
C
R
E
E
K
EX. CROSS CREEK
EX. ASPHALT WALK
EX. BLDG
EX. 10' CLFEX. 10' CLF
EX. CONC.
SLAB
E X .SHED
SHEET PILE WALLWITH GUARD RAIL
20LF 12" HDPE @2.5%INSTALL THROUGH WALL
SWALE
EXISTING VEGETATIONDO NOT DISTURB
SHEET PILE WALLWITH GUARD RAIL
SHEET PILE WALL WITH GUARD RAIL
GUARD RAIL
TIE TO EXISTINGWALKWAY
SWALE
YI-1TOP=84.50INV=80.50
12'Wx20'Lx28'WCLASS 2 RIP RAP
YI-2TOP=84.80INV=80.80
YI-3TOP=88.70INV=83.00
1
0'
8'
EX. ASPH
A
L
T

W
A
L
K
TOP OF WALL =85.30'
TOP OF WALL =86.50'
INV 12"=80.00
SWALE
85.00
INV 12"=80.00
27LF 12" HDPE @1.85%INSTALL THROUGH WALL
8'Wx14'Lx10'WCLASS 2 RIP RAP
NC G
RI
D
NA
D 83
12'Wx20'Lx28'WCLASS 2 RIP RAP
85.00
85.00
10'10'245.93'
20.
2
5
'20.65'33.23'206.8'110.57'
TIE TO EXISTINGWALK WAY
EX. WETLANDS
EX. WETLANDSTIE LINES4°18'08"W 353.23'
ANY DISTURBED AREAS NOT INIMPERVIOUS AREAS SHALL BE SODDED.(APPROX. 600 SY)
NOTE: MAINTAIN VEHICLE ANDPEDESTRIAN ACCESS AT ALLTIMES.R111'R1
0
0
'R10'TOP OF WALL =85.80'
18LF 12" HDPE @4.44%INSTALL THROUGH WALL
EX. LT. POLEDO NOT DISTURB
INV 12"=82.5
ANY DISTURBED AREAS NOT IN IMPERVIOUS AREASSHALL BE SODDED.(APPROX. 400 SY)TIE

L
INES7
8
°
1
5
'
2
6
"E

3
7
.
3
5
'TIE LINES8°44'54"E 226.84'N = 475522.21E = 2038493.06
N = 475625.44E = 2038556.76
N = 476053.53E = 2038658.34
1
1
1
1
2
3 3
3
3
3
4
4
4
5
5
5
7
8
9
10
10
10
11
11
11
12
9
9
2
80'6
2 INSTALL 10' CHAIN LINK FENCE. SEE SHEET C4, #2.
1 INSTALL ASPHALT SIDEWALK. SEE SHEET C4, #1.
SITE NOTES
3 INSTALL SHEET PILE WALL WITH GUARDRAIL. SEE STRUCTURAL DWGS.
4 INSTALL YARD INLET WITH NARROW SLOT FRAME AND GRATE. SEE SHEET C4, #3 & #5.
ADDITIONAL NOTES
1.ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION
INDICATED ON TITLE PAGE SHALL APPLY TO THIS PLAN
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE
VERIFIED BY THE GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO
BEGINNING CONSTRUCTION. BENCHMARK IS THE EX. BACK OF CURB AT THE END OF
THE EXISTING DRIVE, ON THE WEST SIDE OF THE EX. WALKWAY WITH COORDINATES
N = 475879.98; E = 2038540.18 AND AN ELEVATION OF 87.67'PROJECT NO.SUB-LEDGER NO.NAME:DATE:NANAwww.flemingandassociates.comFleming & Associates Job #17-31
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R
( IN FEET )
0
GRAPHIC SCALE 1 inch = ft.
30 30 60
30
12015
5
7 CONSTRUCT V-SHAPED SWALE. SEE SHEET C4.1, #3.
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE-CONSTRUCTION
CONFERENCE.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
3. INSTALL SILT FENCE ALONG EX. BANK PRIOR TO ANY DEMOLITION OR CONSTRUCTION.
4. INSTALL SHEET PILE WALL.
5. CONSTRUCT TEMPORARY SILT FENCE AND HARDWARE CLOTH WITH GRAVEL OUTLETS
AS AREAS ARE BEING CLEARED AND GRUBBED.
6. CLEAR AND GRUB THE SITE WITHIN THE LIMITS OF CONSTRUCTION. THIS IS LIMITED TO
THE WALKING TRAIL AREA AND THE DRAINAGE PIPING.
7. APPLY TEMPORARY SEEDING TO ALL DISTURBED AREAS.
8. INSTALL STORM WATER UTILITIES
9. INSTALL BLOCK AND GRAVEL INLET PROTECTION AROUND NEW INLETS.
10. INSTALL PERMANENT VELOCITY DISSIPATERS
11. APPLY PERMANENT SEEDING (GROUND COVER) AND MATTING TO ALL DISTURBED
AREAS NOT COVERED IN IMPERVIOUS SURFACES.
12. TEMPORARY MEASURES SHALL BE REMOVED AFTER APPROVAL FOR REMOVAL OF ALL
TEMPORARY EROSION CONTROL MEASURES BY NCDEQ HAS BEEN OBTAINED.
EROSION CONTROL CONSTRUCTION SEQUENCE
8 CONNECT EX. 10" PIPE TO NEW YARD INLET.
9 INSTALL RIPRAP OUTLET PROTECTION. SEE SHT. C4, #6.
10 INSTALL SILT FENCE WITH STRAW WATTLE OUTLETS. SEE SHT. C4.1, #5 & #6.
11 INSTALL HARDWARE CLOTH AND GRAVEL INLET PROTECTION. SEE SHT. C4.1, #4.
12 INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. SEE SHT. C4.1, #1.
INSTALL HDPE PIPE THROUGH SHEET PILE WALL. SEE SHT. S5, DETAIL 3 AND
FOR PIPE BEDDING REQTS., SHEET C4, #4.
6 INSTALL NEW SPLIT RAIL FENCE.
28301
EX.
10
'
CLFEX. CROSS CR
E
E
K
EX. CRO
S
S
C
R
E
E
K
EX. CROSS CREEK
EX. ASPHALT WALK
EX. BL DG
EX. 10' CLFEX. 10' CLF
EX. CONC. S
L
A
B
EX.SHED 858075706555 686555
68
65
55
8
58
0
7
5
70
65
8
7
8
8
85 85 8585
89 8887
80
7544 45
47 48
48
49
4686
86
53
60
55
50
60
60
8080 TOP OF WALL =86.50'
SWALE
EXISTING VEGETATIONDO NOT DISTURB
SWALE
YI-1TOP=84.50INV=80.50
YI-2TOP=84.80INV=80.80
YI-3TOP=88.70INV=83.00
TOP OF WALL =85.30'
TOP OF WALL =85.80'
TOP OF WALL =86.50'
SWALE
8'Wx14'Lx10'WCLASS 2 RIP RAP
NC G
RI
D
NA
D 83
5
1
EXISTING VEGETATIONDO NOT DISTURB
85.00
12'Wx20'Lx28'WCLASS 2 RIP RAP INV 12"= 80.00
85.00
85.00
INV 12"= 80.00
12'Wx20'Lx28'WCLASS 2 RIP RAP
EX. WETLANDS
EX. WETLANDS
1
1
2
2
2
2
2
2
2
2ALTERNATE 1IF ALTERNATE 2 IS NOT ACCEPTED TIECONTOURS TO EXISTING GRADEALONG THIS LINE.ALTERNATE 2LIMITS OF CLASS 2 RIPRAP
LIMITS OFCLASS 2RIPRAP
LIMITS OF CLASS 2 RIPRAP
LIMITS OF CLASS 2 RIPRAP
3
3
3 3
4
4
0+00.
0
0
1 +0 0 .0 0
2+00.00
3+00.00 4+00.004+16.12
0+50.
0
0
1+50.00
2+50.00
3+50.00
NOTE: MAINTAIN VEHICLE ANDPEDESTRIAN ACCESS AT ALLTIMES.
EX. LT. POLEDO NOT DISTURB
INV 12"= 82.5
2
2
EX. LT. POLEDO NOT DISTURB
88.85 ±MATCHEX.GRADE
86.50
86.50
85.80
85.8085.3085.30
87.16
±MATCHEX.GRADE 86.80
86.6086.60
PROJECT NO.SUB-LEDGER NO.NANAwww.flemingandassociates.comFleming & Associates Job #17-31
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R
ADDITIONAL NOTES
1.ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION
INDICATED ON THE TITLE PAGE SHALL APPLY TO THIS PLAN.
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE
VERIFIED BY THE GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO
BEGINNING CONSTRUCTION. BENCHMARK IS THE EX. BACK OF CURB AT THE END OF THE
EXISTING DRIVE, ON THE WEST SIDE OF THE EX. WALKWAY WITH COORDINATES N =
475879.98; E = 2038540.18 AND AN ELEVATION OF 87.67'
3. PURSUANT TO G.S.113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, WITHIN 7 or 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER
SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. ALL SEEDED AREAS
WILL BE FERTILIZED, RE-SEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATION COVER. IF ANY SEEDING FAILURE OCCURS, THOSE AREAS SHALL BE
RE-SEEDED WITH RYE GRAIN FOR TEMPORARY STABILIZATION AND PREPARED FOR
PERMANENT SEEDING.
4. SEE DETAIL SHEETS FOR EROSION CONTROL MEASURES & MAINTENANCE.
5. CONTACT PERSON: CITY OF FAYETTEVILLE, MICHAEL GIBSON, PARKS DIRECTOR
(910)-433-1547.
6. PARCEL IDENTIFICATION NUMBERS: 0487-85-4509 (MAINTENANCE); 0437-87-3286
(CEMETERY).
7. CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES ONLY AFTER
REMOVAL HAS BE APPROVED BY DENR.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENTATION
CONTROL MONITORING ACCORDING TO NPDES PERMIT REQUIREMENTS.
9. SEE SHEET C4, DETAILS 7-10 FOR TEMPORARY & PERMANENT SEEDING REQUIREMENTS.
GRADING / EROSION CONTROL NOTES
1
2
EROSION CONTROL CONSTRUCTION SEQUENCE
DWQ Construction General Permit Ground
Stabilization Requirements*
Site Area
Description
Stabilization
Time Frame
Stabilization
Time Frame
Exceptions
Perimeter
dikes, swales,
ditches and
slopes
7 days None
High Quality
Water (HQW)
Zones
7 days None
Slopes steeper
than 3:1 7 days
If slopes are 10'
or less in length
and are not
steeper than
2:1, 14 days
are allowed
Slopes 3:1 or
flatter 14 days
7-days for
slopes greater
than 50 feet in
length
All other areas
with slopes
flatter than 4:1
14 days
None (except
for perimeters
and HQW
Zones)
* "Extensions of time may be approved by the permitting authority
based on weather or other site-specific condition that make
compliance impracticable." (Section II.B(2)(b))
( IN FEET )
0
GRAPHIC SCALE 1 inch = ft.
30 30 60
30
12015
ADJUST RIPRAP AT DRAINAGE OUTLETS IF DAMAGED DURING PREVIOUS CONSTRUCTION PHASE.
INSTALL CLASS 2 RIP RAP. SEE SHEET C4.1, #7.
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE-CONSTRUCTION
CONFERENCE.
2. INSTALL TEMPORARY SILT FENCE AND HARDWARE CLOTH WITH GRAVEL OUTLETS AS
AREAS ARE BEING CLEARED AND GRUBBED.
3. CLEAR AND GRUB IN SECTIONS AND INSTALL DIVERSION BERMS AND SLOPE DRAINS.
4. BEGIN CONSTRUCTION OF BOULDER WALL.
5. AS SECTIONS ARE CLEARED, FINE GRADED AND IMMEDIATELY INSTALL GEOFABRIC AND
RIPRAP.
6. CONTINUE TO INSTALL BOULDER TO COMPLETION.
7. ADJUST VELOCITY DISSIPATERS AT PIPE OUTLETS AS SECTIONS ARE BEING COMPLETED
TO ACCEPT THE CLASS 2 RIP RAP.
8. APPLY MATTING AND PERMANENT SEEDING (GROUND COVER) TO ALL DISTURBED AREAS
NOT COVERED IN RIP RAP
9. TEMPORARY MEASURES SHALL BE REMOVED AFTER APPROVAL FOR REMOVAL OF ALL
TEMPORARY EROSION CONTROL MEASURES BY NCDEQ HAS BEEN OBTAINED.
3 INSTALL TEMPORARY SLOPE DRAINS. SEE SHEET C4.1 #8.
4 INSTALL TEMPORARY DIVERSION BERM. SEE SHEET C4.1, #9.
5 INSTALL GRAVEL CONSTRUCTION ENTRANCE. SEE SHEET C4.1, #1
28301 NAME:DATE:
PROJECT NO.SUB-LEDGER NO.NANAwww.flemingandassociates.comFleming & Associates Job #17-31
Know what's below.before you dig.Call
R
8 9 10
5 7
1 2 3 4
DIMENSIONSType"A" "B" "C" "D"
4 Ft 4'-0" 10'-0" 2'-6" 2'-9"6 Ft 6'-0" 10'-0" 3'-6" 3'-9"8 Ft 8'-0" 10'-0" 4'-0" 4'-3"10 Ft 10'-0" 10'-0" 5'-0" 5'-3"
ELEVATION VIEWN.T.S.
( B ) Max.( B ) Max.( A )SECTION VIEW - POLE FOOTINGN.T.S.( C )( D )1"1'
General Notes:
1. Concrete footings shall be install with all posts.
2. Unless otherwise specified all fence materials shall be commercial grade galvanized steel.
3. For fencing 8-feet in height or taller contractor shall install a mid-support rail from End / Corner post
to the first Line Post at every change in direction.
4. Where Vinyl-Coated Chain Link Fence is specified the Gauge thickness for Vinyl-Coated chain link
fence shall refer to the chain link material only and excludes the thickness of the Vinyl coating.
End / Corner Post (Typ.)
9 Gauge Chain Link Fencing.
Double Knuckle Top & Bottom
1.5" Ø Mid-Support Railing
(See General Note #3)
1.5" Top-Support RailingLine Post (Typ.)EQ.EQ.Fin. Grade
Fin. Grade
Typical Post
3,000 PSI
Concrete
TYPICAL CHAIN LINK FENCE
NOT TO SCALE
PIPE BEDDING - STORM DRAINAGE
NOT TO SCALE
General Notes:
1. Refer to specifications for additional
information regarding the installation of
storm drainage pipe.
2. Clearance distance is determinded from
the pipe invert elevation up.
3. Undercut & replace weak or saturated soils
below pipe trench with select material.
4. Bed pipe in loosely placed approved
suitable local materials or select fill.
5. Backfill in accordance with specifications to
required density.O.D. / 24"Not LessThan 3"1'Var.O.D.
O.D. + 4'O.D. / 24"Not LessThan 3"1'Var.O.D. + 4'As Dir.By Eng.I.D.
O.D.
I.D.CCFin. Grade
100% COMPACTION
98% COMPACTION
Soil Per
Specifications
Loosely Placed Approved
Material Per Specifications
Storm
Drainage Pipe
Undisturbed Soil
Approved Material As
Directed By Engineer
SECTION VIEW - NORMAL EARTH FOUNDATIONN.T.S.
Soil Per
Specifications
Fin. Grade
Soil Per
Specifications
Loosely Placed Approved
Material Per Specifications
Storm
Drainage Pipe
Undisturbed Soil
Soil Per
Specifications
SECTION VIEW - UNSUITABLE MATERIAL FOUNDATIONN.T.S.
100% COMPACTION
98% COMPACTION
Minimum Clearance Table (ft)
Pipe Size (in)"C"
RCP CMP
15 2.4 2.3
18 2.7 2.6
24 3.3 3.1
30 3.8 3.6
36 4.3 4.1
42 4.9 4.6
48 5.4 5.1
THE FOLLOWING WAS TAKEN FROM THE STATE OF NORTH CAROLINA'S EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
TABLE 6.11p
SEEDING No. 1CP FOR : WELL- TO POORLY DRAINED SOILS WITH GOOD MOISTURE RETENTION; LOW
MAINTENANCE
SEEDING MIXTURE:
SPECIES: RATE (lb/acre):
TALL FESCUE 80
PENCACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES:
1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 lb/acre.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 lb/acre.
NURSE PLANTS:
BETWEEN APR. 15 AND AUG. 15, ADD 10 lb/acre GERMAN MILLET OR 15 lb/acre SUDANGRASS. PRIOR TO MAY
1 OR AFTER AUG. 15, ADD 25 lb/acre RYE (GRAIN).
SEEDING DATES:
BEST POSSIBLE
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 lb/acre GROUND
AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 lb/acre 10-10-10
FERTILIZER.
MULCH:
APPLY 4,000 lb/acre GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS
OR TOPDRESS WITH 500 lb/acre 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE
MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
PERMANENT SEEDING SPECIFICATON - 1CP
NO SCALE
THE FOLLOWING WAS TAKEN FROM THE STATE OF NORTH CAROLINA'S EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
TABLE 6.10a
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER & EARLY SPRING
SEEDING MIXTURE:
SPECIES : RYE (grain) ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN
IN MOUNTAINS)
RATE : 120 lb/acre 50 lb/arce
*OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS
NOT TO EXTEND BEYOND JUNE.
SEEDING DATES:
MOUNTAINS: ABOVE 2500 FT: FEB. 15 - MAY. 15
BELOW 2500 FT: FEB 1 - MAY 1
PIEDMONT: JAN. 1 - MAY. 1
COASTAL PLAIN: DEC. 1 - APR. 15
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10
FERTILIZER
.
MULCH:
APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING SPECIFICATION - LATE WINTER & EARLY SPRING
NO SCALE
THE FOLLOWING WAS TAKEN FROM THE STATE OF NORTH CAROLINA'S EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
TABLE 6.10b
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE:
SPECIES : GERMAN MILLET
RATE : 40 lb/acre
SEEDING DATES:
MOUNTAINS: MAY. 15 - AUG. 15
PIEDMONT: MAY. 1 - AUG. 15
COASTAL PLAIN: APR. 15 - AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE
AND 750 lb/acre 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING SPECIFICATION - SUMMER
NO SCALE
THE FOLLOWING WAS TAKEN FROM THE STATE OF NORTH CAROLINA'S EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
TABLE 6.10c
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
SEEDING MIXTURE:
SPECIES : RYE (grain)
RATE : 120 lb/acre
SEEDING DATES:
MOUNTAINS: AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT: AUG. 15 - DEC. 30
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 1,000 lb/acre 10-10-10
FERTILIZER.
MULCH:
APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 lb/acre OR NITROGEN IN MARCH.
IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 lb/acre KOBE
(PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING SPECIFICATION - FALL
NO SCALE
SECTION VIEWN.T.S.18"2"Superpave SF9.5B
Surface Course
Select Fill
Base Course
Compacted Sub-Grade
(To 98% Standard Proctor)
Finish Grade
ASPHALT WALKWAY
NOT TO SCALE
10' Wide Walkway Slope 2% ± towards creek
6"ABC compacted to 100%
6"
Extend Base Course Beyond
Surface Course for Sections
without curb & gutter or wall,
both sidesSheet Pile Wall
2'2'Varies 2'1'2'
Varies
2 1 21
Construction Specifications:
1. Clear the foundation area of trees, stumps, roots, loose rock, and other objectionable material.
2. Excavated the cross section to the lines and grades of the foundation of the liner as shown on the plans. Bring over-excavated areas to grade by
increasing the thickness of the liner or by backfilling with moist soil compacted to the density of the surrounding material.
3. Place filters, beddings, and foundation drains to line and grade in the manner specified.. Place filter and bedding materials immediately after slope
preparation. For synthetic filter fabrics, overlap the downstream edge by at least 12 inches with the upstream edge which is buried a minimum 12 inches
in a trench. Space anchor pins every 3 feet along the overlap. spread granular materials in a uniform layer. When more than on gradation is required,
spread the layers so there is minimal mixing. Filter material should consist of a least 3 inches of material on all sides of the drain pipe.
4. Perform all channel construction to keep erosion and water pollution to a minimum. Immediately upon completion of the channel, vegetate all disturbed
areas or otherwise protect them against soil erosion. Where channel construction will take longer than 30 days, stabilize channels by reaches.
Maintenance:
Inspect channels at regular intervals as well as after major rains, and make repairs promptly. Give special attention to the outlet and inlet sections and other
points where concentrated flow enter. Carefully check stability at road crossing, and look for indications of piping, scour holes, or bank failures. Make repairs
immediately. Maintain all vegetation adjacent to the channel in a healthy, vigorous condition to protect the area from erosion and scour during out-of-bank
flow.
Rip-Rap
(See Grading Plan)Fin. Grade (Typ)
Fabric UnderlaymentCompacted Sub-Grade
SECTION VIEWN.T.S.
A-A
(x)3(x)PLAN VIEW - Pipe Outlet to Flat Area (No Well-defined Channel)
N.T.S.
A-A SECTION VIEW - Pipe Outlet to Flat Area (No Well-defined Channel)
N.T.S.
(L)
Filter Blanket
(x)PLAN VIEW - Pipe Outlet to Well-defined Channel
N.T.S.
B-B
(L)(x)B-B SECTION VIEW - Pipe Outlet to Flat Area (No Well-defined Channel)
N.T.S.
General Notes:
1. " L " is the length of riprap apron.
2. " X " equals 1.5 times the maximum stone diameter but not
less than 6-inches.
3. In a well-defined channel extent the apron up the channel
banks to an elevation of 6-inches above the maximum
tailwater depth or the top of the bank, whichever is less.
4. A filter blanket or filter fabric should be installed between
the riprap or soil foundation.
VELOCITY DISSIPATION & OUTLET PROTECTION DEVICE
NOT TO SCALE6DROP INLET FRAME AND GRATENOT TO SCALE
28301 NAME:DATE:
PROJECT NO.SUB-LEDGER NO.NANAwww.flemingandassociates.comFleming & Associates Job #17-31
Know what's below.before you dig.Call
R
8 9
5 7
1 2 3 4
6
PLAN VIEWN.T.S.
50' Min.As Req'd.12' Min.A-AA-A SECTION VIEW
N.T.S.6" Min.2-3" Coarse Aggregate
Public Road or
Site Access
Construction Specifications:
1. Clear the entrance and exit area of all vegetation, roots,
and other objectionable material and properly grade it.
2. Place the gravel to the specific grade and dimensions
shown on the plans and smooth it.
3. Provide drainage to carry water to a sediment trap or
other suitable outlet.
4. Use geo-textile fabrics because they improve stability
of the foundation in locations subject to seepage or high
water table.
Maintenance:
Maintain the gravel pad in a condition to prevent mud or
sediment from leaving the construction site. This may require
periodic top dressing with 2-inch stone. After each rainfall,
inspect any structure used to trap sediment and clean it out
as necessary. Immediately remove all objectionable materials
spilled, washed, or tracked onto public roadways.
2-3" Coarse Aggregate
Sub-Grade
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOT TO SCALE
Construction Specifications - Materials:
1. Use a synthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is certified by the manufacturers or supplier as conforming to the requirements in
ASTM D6461, which is shown in part in Table 6.62b of the North Carolina Erosion and Sedimentation Control Design Manual. Synthetic filter fabric should contain
ultraviolet ray inhibitors and stabilizers to provide a minimum of 6 months of expected usable construction life at a temperature range of 0 of 120°F.
2. Ensure that posts for sediment fences are 1.33 lb/linear ft. steel with a minimum length of 5 feet. Make sure that steel posts have projections to facilitate fastening the
fabric.
3. for reinforcement of standard strength filter fabric, use wire fence with a minimum 14 gauge and a maximum mesh spacing of 6 inches.
Construction Specifications - Construction:
1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground surface. (Higher fences may impound volumes of water sufficient to cause
failure of the structure).
3. Construct the filter fabric from continuous roll cut to the length of the barrier to avoid joints. When joints are necessary, securely, fasten the filter cloth only at support
post with 4 feet minimum overlap to the next post.
4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts. Extend the wire mesh support to the bottom of the trench. Fasten
the wire reinforcement, the fabric on the upslope side of the fence post. Wire or plastic zip ties should have minimum 50 pound tensile strength.
5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Support posts should be driven securely into the ground a minimum of 24 inches.
6. Extra strength filter fabric with 6 feet post spacing does not require wire mesh support fence. Securely fasten the filter fabric directly to posts. Wire or plastic zip ties
should have a minimum 50 pound tensile strength.
7. Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed line of posts and upslope from the barrier (Figure 6.62a, North Carolina Erosion
and Sedimentation Control Design Manual)
8. Place 12 inches of the fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfill is critical to silt fence performance.
Installation Specifications:
1. The base of both end posts should be at least one foot higher than the middle of the fence. Check with level if necessary.
2. Install posts 4 feet apart in critical areas and 6 feet apart on standard applications.
3. Install posts 2 feet deep on the downstream side of the silt fence, and as close as possible to the fabric, enabling posts to support the fabric from the upstream water
pressure.
4. Install posts with the nipples facing away from the silt fabric.
5. Attach the fabric to each post with three ties, all spaced within the top 8 inches of the fabric. Attach eat tie diagonally 45 degrees through the fabric, with each puncture
at least 1 inch vertically apart. Also, each tie should be positioned to hang on the post nipple when tightened to prevent sagging.
6. Wrap approximately 6 inches of fabric around the end posts and secure with 3 ties.
7. No more than 24 inches of a 36 inch fabric is allowed above ground level.
8. The installation should be checked and corrected for any deviations before compaction.
9. Compaction is vitally important for effective results. Compact the soil immediately next to the silt fence fabric with the front wheel of the tractor, skid steer, or roller
exerting at least 60 pounds per square inch. Compact the upstream side first, and then each side twice for a total of 4 trips.
Maintenance:
Inspect sediment fences at least once a week and after each rainfall. Make any required repairs immediately. Should the fabric of a sediment fence collapse, tear,
decompose, or become ineffective, replace it promptly. Remove sediment deposits as necessary to provide adequate storage volume for the next rain and to reduce pressure
on the fence. Take care to avoid undermining the fence during cleanout. Remove all fencing materials and unstable sediment deposits and bring the area to grade and
stabilize it after the contributing drainage area has been properly stabilized.
OPTION ONEN.T.S.OPTION TWON.T.S.2' Max.2' Min.4"8"Steel Post
Filter Fabric
Fill Slope
Ground
Line
Anchor Fabric
Skirt w/ Backfill
1'-2"8"Anchor Fabric Skirt
w/ Gravel Backfill
V-Trench
8' Max.
ELEVATION VIEWN.T.S.
Top Strand
Min. 10 Gauge
Steel Post (Typ)
Bottom Strand
Min. 10 Gauge
Line Wires
Min. 12.5 Gauge
Stay Wires
Min. 12.5 Gauge Filter Fabric
TEMPORARY SEDIMENT FENCE
NOT TO SCALE
Construction specifications:
1. Uniformly grade a shallow depression approaching the
inlet.
2. Drive 5' steel post 2' into the ground surrounding the
inlet space posts evenly around the perimeter on the
inlet, max. 4' apart.
3. Surround the posts with wire mesh hardware cloth.
Secure the wire mesh to the steel posts at the top,
middle and bottom. Placing a 2' flap of the wire mesh
under the gravel for anchoring is recommended.
4. Place clean gravel (ncdot #5 or #57 stone) on a 2:1
slope with a height of 16" around the wire, and smooth
to an even level.
5. Once the contributing drainage area has been
stabilized, remove accumulated sediment, and
establish final grading elevations.
6. Compact the area properly and stabilize it with ground
cover.
Maintenance Notes:
1. Inspect inlets at least weekly and after each significant
(1/2" or greater) rainfall event.
2. Clear the mesh wire of any debris or other objects to
provide adequate flow for subsequent rains.
3. Take care not to damage or undercut the wire mesh
during sediment removal.
4. Replace stone as needed.
HARDWARE CLOTH & GRAVEL INLET PROTECTION
NOT TO SCALE
19-Gauge Hardware Cloth
(1/4" Mesh Openings)4" Ø Steel Post (Typ.)
NCDOT #5 or #57
Washed Stone
Inlet WallFiltered
Water
Inlet2 : 12
:

1
NCDOT #5 or #57
Washed Stone
4" Ø Steel Post (Typ.)
19-Gauge Hardware Cloth
(1/4" Mesh Openings)
SECTION VIEW
N.T.S.
PLAN VIEW
N.T.S.
Inlet Note:
Inlet tops to remain off
inlet structures while inlet
protection is in place.
SEDIMENT FENCE w/ STRAW WATTLE OUTLET
NOT TO SCALE
Construction Notes:
1. Use a minimum 12" diameter wattle with a minimum length of 10 ft.
2. Excavate a 1" to 2" trench for wattle to be placed.
3. Use 2" x 2" x 2 ft. long wooden stakes.
4. Install a minimum of 2 upslope and 4 downslope stakes at an angle
to wedge the wattle to the ground.
5. Provide staples made of 0.125" diameter steel wire formed into a
"U" shape and not less than 12" length.
6. Install staples approximately every 12" on both sides of wattle and
at each end to secure it to the soil.
7. Wattle installation can be on outside of the silt fence as directed.
8. Install temporary sediment fence in accordance with NCDENR
regulations.
9. Outlets to be placed as shown on plans along silt fence.
Maintenance Notes:
1. Inspect outlets at least weekly and after each significant (1/2" or
greater) rainfall event.
2. Clear the outlet of any debris or other objects to provide adequate
flow for subsequent rains.
3. Take care not to damage or undercut the outlet during sediment
removal.
4. Replace wattle as needed.12" Min.8 Ft.
12" Min.12" Min.4 Ft.
2 Ft.
Sediment Fence (Typ.)
12" Min. Wattle
2"x2" Wooden
Stake
Sediment Fence
Post (Typ.)
Staples (Typ.)
1" - 2" Trench
2"x2" Wooden
Stakes (typ.)
12" Min. Wattle
Sediment Fence
Post (Typ.)
Flow
Flow
PROFILE VIEW FROM SLOPEN.T.S.
SECTION VIEWN.T.S.
CROSS SECTION
NOT TO SCALE
CLASS 2 RIPRAP APRON 30" DEPTH
TO BE SLOPED PER GRADING PLAN
WOVEN GEOFABRIC
BOULDER WALL
REINFORCEMENT
SEE SHEET BR2
SHEET PILE WALL
SEE STRUCTURAL
DWGS.
( A )( B )Swale Number Item Value
A B
1 0.000000 0.000000
2 0.000000 0.000000
3 0.000000 0.000000
SECTION VIEWN.T.S.
Compacted Sub-Grade
Grass Lining w/
Straw Mulch & Net Smoothly Blend
Contact Area (Typ)Stabilize Bare Slopes
Construction Specifications:
1. Remove all trees brush stumps, and other objectionable material from the foundation area, and dispose of properly.
2. Excavate the channel, and shape it to neat lines and dimensions shown on the plans plus a 0.2-foot overcut around the channel perimeter to allow for bulking
during seedbed preparations and sod buildup.
3. Remove and properly dispose of all excess soil so that surface water may enter the channel freely.
4. The procedure used to establish grass in the channel will depend upon the severity of the conditions and selection of species. Protect the channel with mulch
or a temporary liner sufficient to withstand anticipated velocities during the establishment period.
Maintenance:
1. During the established period, check grass-lined channels after every rainfall. After grass is
established, periodically check the channel; check it after every heavy rainfall event. Immediately
make repairs. It is particularly importand to check the channel outlet and all road crossing for
bank stability and evidence of piping or scour holes. Remove all significant sediment
accumulations to maintain the designed carrying capacity. Keep the grass in a healthy, vigorous
condition at all times, since it is the primary erosion protection for the channel.
EQ.EQ.
SWALE: V-SHAPED - GRASS LINED
NOT TO SCALE
SECTION VIEWN.T.S.
A-A SECTION VIEW
N.T.S.A-AIsland Over Inlet4'-0" Min.18"Min.10'-0" Max.
Diversion Dike
Inlet
4'-0" Min.
Level Section
Hold Down Stake
Plastic Corrugated Pipe
Stabilized
Outlet
13
4'-0" Min.6" Min.12" Min.Diversion Channel Diversion Channel
Natural Ground Natural Ground
Top of Diversion Dike
Top of Hand-Compacted
Fill (Island)
Top of Diversion Dike
Maintenance:
1. Inspect the slope drain and supporting diversion after every rainfall, and promptly make necessary repairs. When the protected area has been
permanently stabilized, temporary measures may be removed, materials disposed of properly, and all disturbed areas stabilized appropriately.
Construction Specifications:
A common failure of slope drains is caused by water saturating the soil and seeping along the pipe. this creates voids from consolidation and piping and
causes washouts. Proper backfilling around and under the pipe "haunches" with stable soil material and hand compacted in 6-inch lifts to achieve firm
contact between the pipe and the soil at all points will eliminate this type of failure.
1. Place slope drains on undisturbed soil or well compacted fill at locations and elevations shown on the plan.
2. Slightly slope the section of pipe under the dike toward its outlet.
3. Hand tamp the soil under and around the entrance section in lifts not to exceed 6-inches.
4. Ensure that fill over the drain at the top of the slope has minimum dimensions of 1.5 feet depth, 4 feet top width, and 3:1 side slopes.
5. Ensure that all slope drain connections are watertight.
6. Ensure that all fill material is well-compacted. Securely fasten the exposed section of the drain with grommets or stakes spaced no more than 10
feet apart.
7. Extend the drain beyond the toe of the slope, and adequately protect the outlet from erosion.
8. make the settled, compacted dike ridge no less than 1 feet above the top of the pipe at every point.
9. Immediately stabilize all disturbed areas following construction.
TEMPORARY SLOPE DRAIN
NOT TO SCALE
Flow
Compacted
Soil
Berm shall be stabilized
within 7 days
Double Net & Straw
Blanket
Construction Specifications:
1. Remove and properly dispose of al trees, brush, stumps, and other objectionable material.
2. Ensure that the minimum constructed cross section meets all design requirements.
3. Ensure that the top of the dike is not lower at any point than the design elevation plus the specified settlement.
4. Provide sufficient room around diversions to permit machine regrading and cleanout.
5. Vegetate the ridge immediately after construction, unless it will remain in place for less than 30 working days.
EARTHEN BERMN.T.S.
2:1 Max.
Slope (Typ.)
2:1 Max. Slope
Natural Ground
Flow
Compacted
Soil
Berm shall be stabilized
within 7 days
Double Net & Straw
BlanketGRAVEL BERMN.T.S.
2:1 Max.
Slope (Typ.)
2:1 Max. Slope
Natural Ground
Use gravel in areas when
vehicles must cross frequently
Maintenance:
Inspect temporary diversions once a week and after every rainfall. Immediately remove sediment from the flow area and
repair the diversion ridge. Carefully check outlets and make timely repairs as needed. When the area protected is
permanently stabilized, remove the ridge and the channel to blend with the natural ground level and appropriately stabilize it.
TEMPORARY EARTHEN DIVERSION BERM
NOT TO SCALE
(length may be reduced if allowed by DEQ)
TREE PROTECTION/CONSTRUCTION ZONE FENCING
NOT TO SCALE
1' Min. From Drip-line
Edge of Disturbed Area4' Min.
2' Min.
4' Min. / 8' Max.
PROFILE VIEWN.T.S.
General Notes:
1. Contractor shall be responsible for installing and
maintaining tree protection fencing around all trees
within the vicinity of the construction activity so as to
prevent root system damage.
2. Tree protection fencing shall be installed prior to
beginning any construction or other development
activity, and shall be maintained at all times throughout
the duration of the project until final site inspection.
3. Tree protection fencing shall be installed no closer than
12-inches outside the tree drip-line. Areas located
within the limits of the tree protection fencing shall be
considered a Tree Protection Zone. No construction,
grading, equipment, material storage, or any other
activity shall be allowed within the Tree Protection
Zones.
4. Signs indicating the Tree Protection Zones shall be
installed along the perimeter of the tree protection
fencing. Space signs a minimum of one every 300-ft.
The size of each sign shall be a minimum of 2' x 2' and
be visible from both sides of the fence. Signs shall
display the following language in both English and
Spanish: "Keep Out: Tree Protection Zone"
5. All tree protection measures shall be subject to
inspection without notice.
Orange, U.V. Resistant
High Tensile Strength
Polyethylene Laminar
Barricade Fence Fabric
Attach Sign to Post
1.33 lbs/LF Steel Post
28301 NAME:DATE:
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NOTES:ALL
PLATE MATERIAL IS TO BE GR.50.
2. SEE SPECIFICATIONS FOR REQUIRED
1
HOT—DIP GALVANIZING OF ALL MATERIAL.
14"4 CONCRETE
1
14"0
REPAIR FIELD WELDS AND DAMAGED
ENCASEMENT
CENTERED ON
1
POST.
GALVANIZING WITH A COLD APPLIED
SEE SPEC
033000.
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GUARDRAIL / SHEET PILE CONCRETE CAP DETAILGUARDRAIL
/ SHEET
PILE
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CAP DETAIL 2
GUARDRAIL POST
DETAIL BEYOND
SHEET PILING i ,3 \
1 1/2" _ V-0 S3
1 1 /2„ _ 1 ,-0„ S3
1 1 /2„ _ 1 ,-0„ S3
TOOLED CONCRETE JOINT
MITRE GUARDRAIL CORNER.
DETAILS SIM TO 3/S2
AND 4/S2.
WELD SHEET PILE
CONCRETE CAP 3 JOINT. PROVIDE
/8
FILLER BAR AS
REQ'D TO CLOSE
GAPS
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TOP OF SHEET PILE
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Associate
3 1
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WALL
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1 • ALL PLATE MATERIAL IS TO BE GR.50.
2. SEE SPECIFICATIONS FOR REQUIRED
HOT -DIP GALVANIZING OF ALL MATERIAL.
T -
ITOP
& BOTT.
/4
REPAIR FIELD WELDS AND DAMAGED
I 1
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L I
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TYPICAL WALER
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11/2„ _ 1'-0„ S4
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PZ 40
SEE BANK REPAIR DRAWINGS FOR BOULDER
SHEET
PILE
WALL. LIMITS OF EXCAVATION TO PLACE
BOULDER WALL, GEOGRID, AND STONE ARE TO
i I
t1 " BRACKET
BE KEPT TO A MINIMUM. PROVIDE TEMPORARY
I
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'
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MC12x50
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SECTION — LONG WALLS
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TOP OF SHEET PILE WALL
PLATE EA. SIDE
NO HEAVY EQUIPMENT WITHIN 25'-0"
VARIES. SEE PLAN.
'- ''-''
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3/4
TYP.
TEMPORARY CONSTRUCTION BENCH. LIMITS OF
2 y 1
EXCAVATION ARE TO BE KEPT TO A MINIMUM.
S3 S3
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TO MAINTAIN STABLE GRADE AND CONFORM TO
ASPHALT
OSHA STANDARDS.
WALKWAY
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WALER AND BRACKET DETAIL 4
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I
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SEE CIVIL DRAWINGS FOR
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GRIDS WELDED TO THE SHEET PILING. CUT TO
�,
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(4)-0.6" STRANDS
FREE LENGTH AND
270 KSI MIN TIEBACK w/55 FT
45 FIXED LENGTH MINIMUM.
3 1 EXISTING GRADE
S4 S5 (VARIES)
SPACE ANCHORS 8'-2
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TIEBACK
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8'-21'2"t
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SPACING
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PROJECT NO.SUB-LEDGER NO.NAME:DATE:NANAwww.flemingandassociates.comFleming & Associates Job #17-31
DANK * STREAM REPAIR
CONSTRUCTION SEQUENCE
THE FOLLOWING CONSTRUCTION SEQUENCE APPLIES TO THE
CONSTRUCTION OF THE CROSS CREEK BANK * STREAM REPAIR
CONSTRUCTION:
REMOVE TREES AND UNDER -STORY VEGETATION WITHIN
WORK AREA. WHERE LARGER TREES MAY BE RETAINED
CONTRACTOR MAY DO SO WITH APPROVAL OF ENGINEER.
2. INSTALL TREE PROTECTION FENCING AS SHOWN ON THE
DRAWINGS AND AS DIRECTED BY THE ENGINEER. INSTALL
SILT FENCE AS DIRECTED BY THE ENGINEER. MAINTAIN ALL
FENCING THROUGHOUT THE DURATION OF CONSTRUCTION.
SUPPLEMENT FENCING AS REQUIRED OR DIRECTED.
3. AS CONSTRUCTION WILL BE PERFORMED IN THE WET
CONTRACTOR SHALL ONLY DISTURB LENGTH OF
STREAM/STREAMBANK THAT CAN REASONABLY BE REPAIRED
AND STABILIZED IN A SINGLE DAY. IF PRACTICABLE A
BYPASS SLUICE WILL BE EXCAVATED ALONG THE RIGHT SIDE
OF THE CHANNEL AND BASE FLOWS WILL BE REDIRECTED
AWAY FROM CONSTRUCTION AREA.
4. INSTALL BOULDER TOE PROTECTION AND WALL ALONG LEFT
CHANNEL BANK AS SHOWN ON THE DRAWINGS AND AS
DIRECTED BY THE ENGINEER. ENGINEER TO APPROVE
LOCATION, DIMENSION AND MATERIALS FOR FOOTERS AND
BOULDER WALL. BACKFILL EXISTING STREAM CHANNEL AND
SEVERE SCOUR AREAS TO ALLOW FOR CHANNEL
CONSTRUCTION. COMPACT AS NECESSARY. ENGINEER TO
OBSERVE FOOTER AND BOULDER WALL CONSTRUCTION.
BOULDER TIE-INS AT UPSTREAM AND DOWNSTREAM ENDS
OF BOULDER WALL TO BE INSTALLED AS DIRECTED BY THE
ENGINEER. SEE NOTES.
NOTE: THE MAJORITY OF EXISTING IN -CHANNEL RUBBLE
AND DEBRIS WILL REMAIN IN THE CHANNEL. PER NCDEQ
DIVISION OF WASTE MANAGEMENT, SOLID WASTE
SECTION GUIDANCE WHERE PRACTICAL OVER -SIZED
WASTE, PIPE, METAL, CONCRETE AND OTHER DEBRIS
TO BE REMOVED FROM THE CHANNEL AND PROPERLY
DISPOSED OF OFF-SITE.
5. INSTALL IN -CHANNEL BOULDER STRUCTURES AND
CONSTRUCTED RIFFLES AS SHOWN ON THE DRAWINGS AND
AS DIRECTED BY THE ENGINEER. GRADE STREAM CHANNEL
BANKS IN STREAM REPAIR REACH TO DIMENSIONS SHOWN
IN DETAILS. EXTENT OF GRADING AND CHANNEL
ALIGNMENT/SLOPE MAY BE ADJUSTED BY ENGINEER AT THE
TIME OF CONSTRUCTION. WHERE APPROPRIATE, BLEND
GRADE REPAIRED CHANNEL BANK TO ADJACENT
TOPOGRAPHY.
G. APPLY TEMPORARY AND PERMANENT BUFFER/POLLINATOR
SEEDING MIXES AND STRAW MULCH. LINE REPAIRED STREAM
BANKS WITH CF -7 MATTING OR ENGINEER -APPROVED
EQUIVALENT AS CONSTRUCTION PROCEEDS. DISTURBED
AREAS OUTSIDE OF STREAM BANKS WITH SLOPES OF
3H: I V OR STEEPER TO BE STABILIZED WITH EROSION
CONTROL MATTING.
7. APPLY EROSION CONTROL SEEDING TEMPORARY AND
PERMANENT BUFFER/ POLLINATOR MEASURES AND STRAW
MULCH TO OTHER DISTURBED AREAS AS FINAL GRADE IS
REACHED. APPLY SOIL AMENDMENTS AS NEEDED TO
PREPARE FOR SEEDING AND PLANTING.
8. PERFORM STREAM BANK AND BUFFER PLANTING AS
SPECIFIED. ENGINEER TO BE NOTIFIED PRIOR TO PLANTING
OBSERVATION TO APPROVE PLANTING BED CONDITIONS
AND PLANT MATERIAL. ALL PLANT SPECIES AND SIZE
SUBSTITUTIONS TO BE APPROVED IN ADVANCE BY THE
ENGINEER.
REPAIRED GREI
SEE CIVIL
('()NI( -I nNAFRATF NAIV rl A R
`f IV II IN. VLLV VV lel I! IVINLL IINV I -I\1
SEE NOTE 3 FOR DIMENSIONS
I\L IV IIJV LV, II -,;VI Ih1VLL I\LVJL
DURING CONSTRUCTION
BANK REPAIR * STABILIZATION DETAIL (TYP.)
(NOT TO SCALE)
NOTES:
ONE
INTERIOR
MEN51ON5
BOULDER
TYPICAL BOULDER CROSS-SECTION DETAIL
(NOT TO SCALE)
_ RIGHT
X15TING STABLE
-LOODPLAIN
. LOCATION AND EXTENT OF BANK AND STREAM REPAIRS MAY BE ADJUSTED BY THE ENGINEER BASED ON CONDITIONS AT THE TIME OF CONSTRUCTION.
2. ALL REPAIRS TO BE PERFORMED AT THE DIRECTION OF THE ENGINEER.
3. TYPICAL FOOTER BOULDER INTERIOR DIMENSIONS 4'H x 5' W X LENGTH (VARIES), SEE DETAIL.
4. TYPICAL BANK PROTECTION BOULDER INTERIOR DIMENSIONS 3'H X 4' W X LENGTH (VARIES W/ MINA'), SEE DETAIL.
5. USE MIRAFI 1 2 OZ/5Y NON -WOVEN GEOTEXTILE FABRIC (MIN.) OR ENGINEER APPROVED EQUIVALENT. NON -WOVEN FABRIC OVERLAPS 2' MIN. AT SEAMS.
G. USE MIRAFI MIRAGRID 3XT UNIAXIAL GEOGRID OR ENGINEER APPROVED EQUIVALENT. GEOGRID TO EXTEND 1 5MIN. FROM FRONT FACE OF STACKED -BOULDER WALL.
7. THICKNESS OF ENCASED CONGLOMERATE MIX BEHIND BOULDER WALL WILL VARY DEPENDING ON BOULDER THICKNESS. HORIZONTAL WIDTH OF ENCASED CONGLOMERATE MIX
WILL VARY, & WI DTH MIN.
8. CUSHION LAYER OF NCDOT #57 STONE TO BE INSTALLED BETWEEN NON -WOVEN GEOTEXTILE-ENCASED STONE LAYERS AND GEOGRID BOTH ABOVE AND BELOW GEOGRID. SEE
DETAIL.
9. GEOGRID RUNS SHALL ABUT. NO OVERLAP OF GEOGRID IS REQUIRED. WHERE OVERLAPS DO OCCUR GEOGRID LAYERS TO BE SEPARATED BY 2" LAYER OF NCDOT #57 STONE.
10. BOULDER WALL SHOWN FOR REPRESENTATION PURPOSES ONLY, NUMBER OF BOULDER LAYERS MAY VARY BASED ON BOULDER THICKNESS.
1 1. CONTRACTOR TO REMOVE REMAINING LOOSE SLOPE MATERIAL AS DIRECTED BY THE ENGINEER AND BACKFILL WITH NCDOT #57 STONE. NON -WOVEN GEOTEXTILE FABRIC
CURTAIN TO BE INSTALLED BETWEEN STONE AND IN-SITU SOILS.
12. SUPPLEMENTAL CLASS I RIPRAP EROSION PROTECTION MAY BE ADDED BY THE ENGINEER AT THE TIME OF CONSTRUCTION TO PROTECT UPSTREAM AND DOWNSTREAM ENDS OF
BOULDER WALL AT TIE-INS.
BANK & '_�"TREAM REPAIR DETAIL'_�' I
Know what's below.
Call before you dig.
Soil & Environmental Consultants, PA
6412 Falls of Neuse Rd., Suite 104 • Raleigh, North Carolina 27615 • Phone: [phone] • Fax: ( 919) 846-9467
Z SandEC.com
N.C. FIRM LICENSE N0. C-2 141
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59.00 -
57.00-
7.00 -
55.00-
55.00-
53.00-51.00-Z 49.00
0 47.00-
<
7.00-Q 45.00
u
43.00-
UJ
3.00-W 41.00-
1.00-
39.00-
39.00-
37.00-
37.00-
35.00
35.00
0.00
PROP05ED LONGITUDINAL PROFILE
53.00-
BED INVERT ELEV.
51.00-
FACET
STRUCTURE TYPE
z
0+00
43.92
48.92
Head of Riffle / Stable Channel
5=0.009
40.67
0+30
43.67
48.67
�� • •
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43.67
0+45
42.67
39.00-
39.00-
37.00-
37.00-
35.00
35.00
0.00
PROP05ED LONGITUDINAL PROFILE
50.00
150.00
250.00
STATION (FT.)
ALTERNATE I - LONGITUDINAL PROFILE DATA TABLE
STATION
BED INVERT ELEV.
TOP OF BANK ELEV.
FACET
STRUCTURE TYPE
STRUCTURE INVERT ELEV.
0+00
43.92
48.92
Head of Riffle / Stable Channel
5=0.009
40.67
0+30
43.67
48.67
�� • •
• • mw�
43.67
0+45
42.67
Shallow Pool
Cross Vane 5tep
40.27
0+57
43.20
Structure Step
Cross Vane 5ter
43.20
0+74
41.27
45. 17
ALTERNATE
I - PROPOSED
0+87
43.17
45.17
ALTERNATE
2- PROPOSED
it
I +OG
42.92
47.92
Cross Vane Structure / Toe of Riffle
Cross Vane
BOULDER WALL
REPAIRED TOP OF
4 1 .92
B OULDER
WALL
1 +24
42.52
Structure Step
Cross Vane 5tep
RIGHT BANK (TYP.)
EXISTING GROUND
40,52
Deep Pool
tie
1 +57
42.42
47.42
•
I +7G
42.17
47.17
Cross Vane Structure / Toe of Riffle
Cross Vane
SURFACE
1 +93
4 1. 1 7
ALTERNATE 2 -
Shallow Pool
2+03
41.77
Structure 5tep
Cross Vane Step
41.77
2+30
39.77
Deep Pool
END REPAIR @
4 1 .G7
4G.G7
Head of Riffle
2+GG
STATION
44.42
Cross Vane Structure / Toe of Riffle
Cross Vane
41.42
2+7G
40.42
4+1G,TIE TO
Shallow Pool
2 +89
41.00
Structure Step
Cross Vane Step
41.00
EXISTING
39.02
Deep Pool
3+20
CHANNEL
14 INVERT ELEV.
'*'170+00,
Head of Riffle
•
START REPAIR @ STATION
45,70
45.70
7
f40.17
TIE TO EXISTING
iiiiiiiiiiiiiiiiiiiiiilillililllllllllllllllliiiiiiiiiillo(APPROX.)
Z_
CHANNEL INVERT ELEV.
CONSTRUCTED
IN -CHANNEL REFAIKED_77
ALTERNATE I - END REPAIR @ STATION
-
43.92 (APPROX.)
STRUCTURE (TYP.) CHANNEL BED
3+5G (APPROX.), TIE TO EXISTING
RIFFLE (TYP.)
INVERT ELEV. 40.70 (APPROX.)
50.00
150.00
250.00
STATION (FT.)
ALTERNATE I - LONGITUDINAL PROFILE DATA TABLE
STATION
BED INVERT ELEV.
TOP OF BANK ELEV.
FACET
STRUCTURE TYPE
STRUCTURE INVERT ELEV.
0+00
43.92
48.92
Head of Riffle / Stable Channel
Cross Vane
40.67
0+30
43.67
48.67
Cross Vane Structure / Toe of Riffle
Cross Vane
43.67
0+45
42.67
Shallow Pool
Cross Vane 5tep
40.27
0+57
43.20
Structure Step
Cross Vane 5ter
43.20
0+74
41.27
45. 17
Deep Pool
0+87
43.17
45.17
Head of Riffle
I +OG
42.92
47.92
Cross Vane Structure / Toe of Riffle
Cross Vane
42.92
1+ I G
4 1 .92
Shallow Pool
1 +24
42.52
Structure Step
Cross Vane 5tep
42.52
I +4G
40,52
Deep Pool
1 +57
42.42
47.42
Head of Riffle
I +7G
42.17
47.17
Cross Vane Structure / Toe of Riffle
Cross Vane
42.17
1 +93
4 1. 1 7
Shallow Pool
2+03
41.77
Structure 5tep
Cross Vane Step
41.77
2+30
39.77
Deep Pool
2+42
4 1 .G7
4G.G7
Head of Riffle
2+GG
4 1 .42
44.42
Cross Vane Structure / Toe of Riffle
Cross Vane
41.42
2+7G
40.42
Shallow Pool
2 +89
41.00
Structure Step
Cross Vane Step
41.00
3+07
39.02
Deep Pool
3+20
40.92
45.92
Head of Riffle
3+5G
45,70
45.70
Existing channel
GRADE TO PROPOSED
SHEET PILE WALL, SEE
GRADING PLAN (BY OTHERS)
NOTE:
REPAIRED CROSS-SECTION AREA
AT TOP OF BANK = I GO 5Q. FT.
PROPOSED
BOULDER TOE $
BANK PROTECTION FLOODPLAIN
BENCH 5'
(TYP . )
40' TOB WIDTH
5' MAX DEPTH
�1v
2.511 (TYP . )
T
4' MEAN DEPTH
TYPICAL RIFFLE CROSS-SECTION (SECTION A -A)
(NOT TO SCALE)
TIE TO EXISTING
FLOODPLAIN, SEE
GRADING PLAN (BY
OTHERS)
350.00
450.00
ALTERNATE 2- LONGITUDINAL PROFILE DATA TABLE
STATION
BED INVERT ELEV.
TOP OF BANK ELEV.
FACET
STRUCTURE TYPE
STRUCTURE INVERT ELEV.
3+57
40.67
45.47
Cross Vane Structure / Toe of Riffle
Cross Vane
40.67
3+74
39.67
Shallow Pool
3+84
40.27
Structure Step
Cross Vane 5tep
40.27
4+04
38.27
Deep Pool
4+ I G
40. 17
45. 17
Head of Riffle / Exlstln Channel
GRADE TO PROPOSED SHEET
PILE WALL, SEE GRADING
PLAN (BY OTHERS)
NOTE:
REPAIRED CK055-5ECTION AREA AT
TOP OF BANK = 200 5Q, FT.
PROPOSED
BOULDER TOE t FLOODPLAIN
BANK PROTECTION BENCH 5'
(TYP . )
40' TOB WIDTH
7MAX DEPTH IV
_p 2.511 (TYP . )
1
5' MEAN DEPTH
TYPICAL POOL CROSS-SECTION (SECTION B -B)
(NOT TO SCALE)
& _1TREAM REPAIR DETAILS 11
TIE TO EXISTING
FLOODPLAIN, SEE
GRADING PLAN (BY
OTHERS)
Know what's below.
Call before you dig.
Soil & Environmental Consultants, PA
8412 Falls of Neuse Rd., Suite 104 • Raleigh, North Carolina 27615 - Phone: [phone] • Fax: [phone]
W7SandEC.com
N.C. FIRM LICEN5E N0. C-2141
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Job #17-31

TOP OF BANK
FLOW 00-
STREAM CHANNEL BED
CLA55 "A" CLA55 "B", AND
CLA55 I AGGREGATE STONE MIX
GEOTEXTILE FABRIC
FOOTER
BOULDERS
200-300 TYP.
FLOW
DIRECTION
BOULDER STEP
3-7°7o
SLOPE
PROEI LE
PLAN
BOULDER STEP
5COURPOOL
CLASS "A" CLASS "B" AND
CLASS I AGGREGATE STONE MIX
SCOURPOOL
BOULDER CR055 VANE WITH STEP DETAIL
(NOT TO 5CALE)
NOTES:
I . CONSTRUCTED RIFFLES
MAY BE AUGMENTED WITH
BOULDER VANE ARMS TO
MODIFY FLOW PATH
ALONG RIFFLE LENGTH
DEPENDING ON SITE
CONDITIONS.
2. USE 10 OZ/5Y
NON -WOVEN GEOTEXTILE
FABRIC (MIN.)
TOP OF BANK
POOL
EXTEND BED MATERIAL
MIN. 5 'INTO POOLS,
U/S AND D/S OF RIFFLE
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GEOTEXTILE FABRIC
NOTES:
1 . TYPICAL BOULDER INTERIOR
DIMENSIONS 31H X 4'W X
5'L (TYP.), SEE DETAIL
2. ALL STRUCTURES TO BE
INSTALLED WITH FOOTER
BOULDERS
3. USE 10 OZ/5Y NON -WOVEN
GEOTEXTILE FABRIC (MIN.)
_RIFFLE LENGTH
VARIES
FLOW
CLASS "B" AND " I " RIPRAP
PROEI LE
2' MIN.
TOP OF BANK
STREAM CHANNEL BED
CLA55 "A", CLA55 "B", AND
CLA55 I AGGREGATE STONE MIX
POOL
GEOTEXTILE FABRIC
FLOW 01 -
GEOTEXTILE FABRIC
CLA55 "A", CLA55 "B", AND
CLA55 I AGGREGATE STONE MIX
GEOTEXTILE FA
FOOTER
BOULDERS
I rA WT)TH
5COURPOOL
PROFI LE
I /q WI f)TH
I /2 winTH
/ FOOTER
BOULDERS
PLAN
BOULDER STEP
SCOUR POOL
20°-300 TYF.
BOULDER J -HOOK WITH STEP DETAIL
(NOT TO SCALE)
TOP OF BANK WIDTH
TOP OF BANK
EXTEND INTO BANK
2' M I N. (TYP . )
GEOTEXTI LL I ltJl�l
CONSTRUCTED RI 1=FLE DETAIL
(NOT TO SCALE)
SECTION
NOTES:
1 . TYPICAL BOULDER INTERIOR
DIMENSIONS 3'H X 4'W X 5'L
(TYP.), SEE DETAIL
2. ALL STRUCTURES TO BE
INSTALLED WITH FOOTER
BOULDERS
3. USE 10 OZ/5Y NON -WOVEN
GEOTEXTILE FABRIC (MIN.)
Know what's below.
Call before you dig.
Soil & Environmental Consultants, PA
8412 Falls of Neuse Rd., Suite 104 • Raleigh, North Carolina 27615 • Phone: [phone] Fax: [phone]
www.SandEC.com
N.C. FIRM LICENSE NO. C-2141
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�leming &Associates Job #17-31

411/W -7
Z
START 5TREAM REPAIR m
5TA. 0+00, TIE TO STABLE It.
CHANNEL AT INVERT ELEV.
43.92' (APPROX.)
0+00.00
COIR MATTING_
(TYP.), HE DETAILS
BUFFER PLANTING AREA
(TYP.), 5EE PLANTING
SCHEDULE AND DETAIL5
Nr
SCALE I It
= 20'
20 10 0 20
CONTOUR INTERVAL= I'
u
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PROP05ED 5HEET PILE WALL,
`'
E
5EE 5TRUCTURAL PLAN SHEETS \ c
Ile
x FX
1 n
DART,,
ITE GRADING, 5EE CIVIL PLAN 511E
CHANNEL GRADED TO TYPICAL RIFFLE
AND POOL CK055-5ECTION
DIMEN51ON5, SEE DETAILS AND NOTES
NOTES:
I . 51TE DATA INCLUDING EX15TING CONTOUR5 AND PROPERTY BOUNDARY PROVIDED BY M.A.P.5
SURVEYING, INC. OF FAYETTEVILLE, NC.
2. EXTENT OF 5TREAMBANK AND BUFFER PLANTING MAY BE MODIFIED BASED ON 51TE CONDITIONS AT
THE TIME OF CONSTRUCTION.
PROPOSED ASPHALT TRAIL,
5EE CIVIL PLAN SHEET
ALTERNATE I - END STREAM
REPAIR STA. 3+5G
(APPDX.), TIE TO STABLE
CHANNEL AT INVERT ELEV.
45.50' (APPROX.)
-,-4+1G.12
19ANK & BUFFER PLANTINOU PLAN
SUPPLEMENTAL CLA55 I RIPRAP
ER0510N PROTECTION A5 DIRECTED BY
THE ENGINEER, LOCATION APPROX. (TYP.)
ALTERNATE I * 2 - END
STREAM REPAIR STA. 4+ 1 G,
TIE TO STABLE CHANNEL AT
INVERT ELEV. 40.171
5TREAM BANK LIVE STAKE
PLANTING AREA (TYP.), SEE
PLANTING 5CHEDULE AND
DETAIL5
Know what's below.
Call before you dig.
Soil & Environmental Consultants, PA
8412 Falls of Neuse Rd., Suite 104 • Raleigh, North Carolina 27615 • Phone: [phone] • Fax: [phone]
www.SandEC.com
N.C. FIRM LICEN5E N0. C-2141
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s Job #17-31

COIR MATTING
BASE FLOW
WATER ELEVATION
FLOODPLAIN BENCH
SECTION VIEW
`-1 2" ECO -STAKE®
24" ECO -STAKE®
• APPLY TEMPORARY AND PERMANENT SEEDING MEASURES AND STRAW MULCH
BENEATH COI RMATTING.
• TRENCH TOP OP MATTING TO A DEPTH OF AT LEAST 12", STAKE OR STAPLE IN
PLACE, * BACKFILL TO DESIGN GRADE
• MINIMUM 24" ECO -STAKES® INSTALLED ALONG TOE OF MATTING
(INTERCEPTS BETWEEN NORMAL WATER SURFACE AND BANK)
PLAN VIEW
12" ECO -
STAKE® (TYP.)
STAKE®(TYP.)
• MAXIMUM 2' O/C ALONG BOTTOM, • 12" ECO -STAKES® INSTALLED IN BANK
MAXIMUM 3' O/C ALONG TOP AND MIDDLE FLUSH WITH COIR MATTING ABOVE
BOTTOM ROW OF 24" ECO -STAKES®
• MINIMUM I' OVERLAP AT JOINING
SECTIONS OF COIR MATTING
COIR MATTING DETAIL
(NOT TO SCALE)
EROSION CONTROL MATTING,
ANCHOR IN TRENCH @ BOTH
TOP AND BOTTOM EDGES
ALTERNATE I -PLANTING SCHEDULE
BUFFER TREE5 SPECIES (8 -FOOT X 8 -FOOT SPACING)
SPECIES
COMMON NAME
TOTAL #
SIZE
REMARKS
P/antanus occidentalis
American Sycamore
25
Bare root seedling
Within buffer area
Betula nigra
River Birch
25
Bare root 5eedlmg
Within buffer area
Cornus Florida
Flowering dogwood
25
Bare root 5eedlmg
Within buffer area
Quercus nigra
Water oak
25
Bare root seedling
Within buffer area
Lrrlodendron tuliplfera
Tulip poplar
25
Bare root seedling
Within buffer area
Carprnus caro%nrana
Ironwood
25
Bare root seedling
Within buffer area
TOTAL
150
F I
STREAM BANK LIVE STAKES - 3 ROWS EACH SIDE, 3 FOOT SPACING
SPECIES
COMMON NAME
TOTAL #
SIZE
REMARKS
Cornus amomum
Silky dogwood
120
Live stakes
Along stream bank
Sambucus canadeneis
Elderberry
120
Live stakes
Along stream bank
Salix eervrcia
Silky willow
120
Live stakes
Along stream bank
Quercus nigra
Total
3GO
Bare root seedling
Within buffer area
ALTERNATE 2- PLANTING SCHEDULE
BUFFER TREES SPECIES (8 -FOOT X 8 -FOOT SPACING)
SPECIES
COMMON NAME
TOTAL #
SIZE
REMARKS
P/antanus occrdentalie
American Sycamore
10
Bare root seedling
Within buffer area
Betula nigra
River Birch
10
Bare root 5eedlm6j
Within buffer area
Cornus Florida
Flowering dogwood
10
Bare root seedhng
Within buffer area
Quercus nigra
Water oak
10
Bare root seedling
Within buffer area
Lrrloaendron tuhprfera
Tulip poplar
10
Bare root seedhng
Within buffer area
Carprnus carollnrana
Ironwood
10
Bare root seedling
Within buffer area
TOTAL
GO
F I
5TREAM BANK LIVE STAKES - 3 ROWS EACH SIDE, 3 FOOT SPACING
5PECIE5
COMMON NAME
TOTAL #
SIZE
REMARKS
Cornus amomum
Silky dogwood
25
Live stakes
Along stream bank
Sambucus canader515
Elderberry
25
Live stakes
Along stream bank
5ahx servrcia
Silky willow
25
Live stakes
Along stream bank
• Gamma (Trlpsacum dacty/oldes)
Total
75
3' BOTH 3' BOTH
DIRECTIONS DIRECTIONS
WIRE STAPLES //� O. I I —_I I "MIN.
EROSION \ \ \
CONTROL j\ \ \\/\\ \/\ STEEL
MATTING
G" MIN.
EROSION CONTROL MATTING ANCHORING DETAIL
(NOT TO SCALE)
NOTE: DISTURBED AREAS WITH SLOPES OF 3H: I V OR STEEPER
SHALL BE STABILIZED WITH EXCELSIOR MATTING OR ENGINEER
APPROVED EQUIVALENT.
WIRE STAPLE DETAIL
(NOT TO SCALE)
DANK STABILIZATION DETAILS
BENCH
ANGLE -CUT END
SIDE VIEW
• LIVE 5TAKE5 INSTALLED IN BANK WITH
DEAD -BLOW HAMMER
• 4/5 OF STAKE IN GROUND
• BUDS ORIENTED UPWARDS
• 3' CENTERS (APPROX.)
• CUT EXPOSED END OF LIVE STAKE
AFTER INSTALLATION IF DAMAGED DUE
TO IN5TALLATI ON
(i.e. damaged bark, split ends, etc.)
LIVE STAKE PLANTING DETAIL (TYP.)
(NOT TO SCALE)
OPEN PLANTING HOLE WITH PLACE BARE -ROOT CL05E HOLE WITH SHOVEL OR AUGER-
511OVEL OR AUGER SEEDLING IN HOLE- NO AIR SPACE AROUND ROOT5
ROOT COLLAR AT SURFACE
NOTES:
I . 5'X 6 5PACING OF BARE -ROOT SEEDLINGS PROVIDES FOR OVERALL TREEJ511RUB PLANTING
DENSITY OF APPROXIMATELY G50 5TEM5/ACRE.
2. ALL ADJACENT BANK AND BUFFER AREAS TO BE SEEDED WITH BUFFER AND POLLINATOR SEED
MIXES AT A RATE OF 15 LBS/ACRE.
3. APPLY TEMPORARY SEED MIX TO ALL DISTURBED AREAS.
BARE -ROOT SEEDLING PLANTING DETAIL (TYP.)
(NOT TO SCALE)
BUFFER SEED MIX POLLINATOR SEED MIX
PLANT SPECIES IN BUFFER SEED MIX MAY INCLUDE BUT ARE NOT LIMITED TO: PLANT SPECIES IN BUFFER SEED MIX MAY INCLUDE BUT ARE NOT LIMITED TO:
• Virginia Wild Rye (E/ymus v1rg1n1cu5)
• Deer Tongue (Panrcum clanoestrnum)
• Common yarrow (Aal/ea mr/lefollum)
• Maximilian's sunflower (He/ianthus maximrhan>r)
• Soft Rush (Juncus effusus)
• Big 5lue5tem (Andropogon gerardrr)
• Butterfly weed (Asclepias tuberosa)
• Spotted beebalm (Monarda punctata)
• Switchgrass (Panrcum virgatum)
• Awned Barnyard Grass (Echmochroa murrcata)
• 51den5 (Broens an5to5a)
• WIld senna (senna hebecarpa)
• Creeping Bentgrass (Agrostrs sto/onrfera)
• Little Bluestem (Schrzachyrium scopa
• Partridrivm) 9 pea (Chamaecrl5ta fascrculata)
e
• Heather aster (5ymphyotr1chum prlosum)
• Black -Eyed Susan (Rudbeckra hrrta)
• Indian Grass (Sorghastrum nutans)
• Cone flower (Echrnacea purpurea)
• Pur le to Trrdens f/avus)
p p
• Coreop515 (Coreopsrs /anceo/ata)
• Gamma (Trlpsacum dacty/oldes)
• Swamp sunflower (Hellonthus Rngu5t1fo11u5)
• Blue vervain (Verbena hastata)
BUFFER SEEDING SPECIFICATIONS
BANK * BUFFER PLANTING SCHEDULE * DETAILS
Know what's below.
Call before you dig.
Soil & Environmental Consultants, PA
8412 Falls of Neuse Rd., Suite 104 • Raleigh, North Carolina 27615 • Phone: [phone] • Fax: [phone]
www.SandEC.com
N.C. FIRM LICEN5E N0. C-2141
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