Construction Plans

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NORTH CAROLINA
MAY 2015
COUNTY MANAGER
SE
NAME NO
Robert Hyatt 1
G1 2
BOARD OF COMMISSIONERS C1 3
C2 4
Todd Yates, Chairman C3 5
SD1 6
SD2 7
Steve Jarvis, Vice Chairman
Larry Potts Fred McClure Don Truell
Steve Shell Lance Barrettt
THE WOOTEN COMPANY
ENGINEERING PLANNING ARCHITECTURE
350 North Cox Street Suite 26 Asheboro NC 27203
336.626.5322 fax [phone]
License Number: F-0115
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TITLE
COVER
LEGEND, ABBREVIATIONS AND GENERAL NOTES
STA 0+00 TO 13+00
STA 13+00 TO 23+00
STA 23+00 TO END
MISCELLANEOUS DETAILS
EROSION CONTROL DETAILS
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ABBREVIATIONS
A
AREA
L
LENGTH
ABAND
ABANDONED
LF
LINEAR FEET
ABC
AGGREGATE BASE COURSE
LP
LIGHT POLE
AC
ACRES
LT
LEFT
A.F.F.
ABOVE FINISHED FLOOR
LWL
LOW WATER LEVEL
AL
ALUMINUM
z N
APPROX
APPROXIMATE
MAX
MAXIMUM
ASPH
ASPHALT
MECH
MATERIAL
ASSY
ASSEMBLY
MATL
MECHANICAL
AVG
AVERAGE
MFR.
MANUFACTURER
ARV
AIR RELEASE VALVE
MH
MANHOLE
AZ
AZIMUTH
MJ
MECHANICAL JOINT
AWWA
AMERICAN WATER WORKS ASSOCIATION
MIN
MINIMUM
MON
MONUMENT
B -B
BACK OF CURB TO BACK OF CURB
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BLDG
BUILDING
N/A
NOTAVAILABLE
BM
BENCHMARK
N
NORTH
BOA
BLOW -OFF ASSEMBLY
NAD 83
NORTH AMERICAN DATUM 1983
BOT
BOTTOM
NC
NORMALCROWN
BPC
BYPASS PUMPING CONNECTION
NC GRID
NORTH CAROLINA GRID
BW
BARB WIRE
NCGS
NORTH CAROLINA GEODETIC SURVEY
AS NOTED
NO.
NUMBER
C&G
CURB AND GUTTER
NTS
NOT TO SCALE
CB
CATCH BASIN
NOM
NOMINAL
C/L
CENTERLINE
NWL
NORMAL WATER LEVEL
CIP
CAST IRON PIPE
Cl
CURB INLET
OC
ON CENTER
CLR
CLEARANCE
OD
OUTSIDE DIAMETER
CM
CONCRETE MONUMENT
O/H
OVERHEAD
CMP
CORRUGATED METAL PIPE
ORIG
ORIGINAL
CMU
CONCRETE MASONARY UNIT
CO
CLEAN OUT
PC
POINT OF CURVATURE
CONC
CONCRETE
PED
PEDESTAL
CONT
CONTINUOUS
PE
PLAIN END
CONSTR
CONSTRUCTION
PI
POINT OF INTERSECTION
CONTR
CONTRACTOR
PIV
POST INDICATOR VALVE
COR
CORNER
P/L
PROPERTY LINE
CP&L
CAROLINA POWER AND LIGHT
PP
POWER POLE
CULV
CULVERT
PRV
PRESSURE REDUCING VALVE
PSI
POUNDS PER SQUARE INCH
D
DEPTH
PVC
POLYVINYL CHLORIDE
DI
DROP INLET
PT
POINT
DIA
DIAMETER
PVMT
PAVEMENT
DIP
DUCTILE IRON PIPE
DIPS
DUCTILE IRON PIPE SIZE
R
RADIUS
DIM
DIMENSION
RIW
RIGHT OF WAY
DISCH
DISCHARGE
RCP
REINFORCED CONCRETE PIPE
DIST
DISTANCE
REF
REFERENCE
DOT
DEPARTMENT OF TRANSPORTATION
REQ'D
REQUIRED
DW
DOMESTIC WATER
RET
RETAINING
DELTA
REV
REVISED
RPZ
REDUCED PRESSURE ZONE
E
EAST
RPM
REVOLUTIONS PER MINUTE
EA
EACH
REINF
REINFORCED
EFF
EFFLUENT
RT
RIGHT
EIP
EXISTING IRON PIPE
RWL
RAW WATER LINE
EL
ELEVATION
ELEC
ELECTRIC
S/W
SIDEWALK
EP
EDGE OF PAVEMENT
SAN
SANITARY
EW
EACH WAY
SCH
SCHEDULE
EX
EXISTING
SF
SILT FENCE
EXP.JT.
EXPANSION JOINT
SHT
SHEET
S
SOUTH
F.F.E.
FINISHED FLOOR ELEVATION
SPECS
SPECIFICATIONS
FG
FINISHED GRADE
SQ
SQUARE
FH
FIRE HYDRANT
SS
STAINLESS STEEL
FIN
FINISH
ST
STREET
FLG
FLANGE
STA
STATION
FM
FORCE MAIN
STD
STANDARD
FP
FIRE PROTECTION
SYM
SYMBOL
FPS
FEET PER SECOND
FT
FEET
T
TANGENT
FTG
FOOTING
TBM
TEMPORARY BENCH MARK
TCP
TERRA COTTA PIPE
G
GAS
TDD
TEMPORARY DIVERSION DITCH
GA
GAGE
TEL
TELEPHONE
GALV
GALVANIZED
TEL PED
TELEPHONE PEDESTAL
GM
GAS METER
TEMP
TEMPORARY
GPM
GALLONS PER MINUTE
THK
THICK
GR
GRADE
TOC
TOP OF CURB
GV
GATE VALVE
TOP
TOP OF SLOPE
GYP
GYPSUM
TOW
TOP OF WALL
TP
TELEPHONE POLE
HCP
HANDICAPPED
TRANS
TRANSFORMER
HGT
HEIGHT
TYP
TYPICAL
HOR
HORIZONTAL
HP
HORSEPOWER
U/G
UNDERGROUND
HWA
HIGH WATER ALARM
HWL
HIGH WATER LEVEL
VC
VERTICAL CURVE
HYD
HYDRANT
VCP
VITRIFIED CLAY PIPE
VERT
VERTICAL
ID
INSIDE DIAMETER
VOL
VOLUME
IN
INCH
VPC
VERTICAL POINT OF CURVATURE
IN/HR
INCHES PER HOUR
VPI
VERTICAL POINT OF INTERSECTION
INF
INFLUENT
VPT
VERTICAL POINT OF TANGENCY
INT
INTERSECT
INV
INVERT
W/
WITH
IP
IRON PIPE
WL
WATER LINE
IPF
IRON PIPE FOUND
WM
WATER METER
IPS
IRON PIPE SET
WGT
WEIGHT
IRF
IRON ROD FOUND
WV
WATER VALVE
ISL
ISLAND
WTP
WATER TREATMENT PLANT
WWF
WELDED WIRE FABRIC
JB
JUNCTION BOX
WWTP
WASTE WATER TREATMENT PLANT
KWY
KEYWAY
Yl
YARD INLET
EXISTING
ABM
® TBM
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0 H&T
0 N&C
0 PK
❑ TP
'OPP
r -!SP
JE
3a
3a LP
EX S/W
O GM
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MB
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mCB CB
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LEGEND
BENCH MARK
TEMPORARY BENCH MARK
SURVEY POINT
HUB & TACK
NAIL & CAP
PK NAIL
CONIFEROUS TREE
DECIDUOUS TREE
SHRUB
WOODSLINE
CONCRETE MONUMENT
IRON PIPE
FENCE
TELEPHONE PEDESTAL
POWER POLE
SERVICE POLE
GUY WIRE
LIGHT POLE
SIDEWALK
GAS METER
WATER METER
MAILBOX
SIGN
CATCH BASINS
STORM DRAIN PIPE
FLARED END SECTION
CONTOUR
SPOT ELEVATION
DITCH
SOIL BORING
SILT FENCE
ROCK CHECK DAM
STONE OUTLET
DROP INLET PROTECTION
CURB INLET PROTECTION
EROSION CONTROL MATTING
WATER LINE
SANITARY SEWER
FORCE MAIN
GAS LINE
ELECTRICAL POWER (OVERHEAD)
ELECTRICAL POWER (UNDERGROUND)
TELEPHONE CABLE (OVERHEAD)
TELEPHONE CABLE (UNDERGROUND)
FIBER OPTIC TELEPHONE CABLE (UNDERGROUND)
WATER VALVE
PLUG VALVE
FIRE HYDRANT
REDUCER/INCREASER
PLUG
YARD HYDRANT
AIR RELEASE VALVE
MANHOLE
FLOW ARROW
CLEAN OUT
NEW
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MATERIALS LEGEND
EARTH OR GRADE
EXISTING OR PRECAST CONCRETE
GENERALNOTES
THE FOLLOWING ITEMS SHALL BE ADHERED TO IN THE CONSTRUCTION OF THE UTILITIES AND APPURTENANCES
WITHIN THIS PROJECT UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER.
1. NOTIFY NORTH CAROLINA 811 (811 OR 800-632-4949) FOR MARKING OF EXISTING UTILITIES AT LEAST 24 HOURS PRIOR TO
COMMENCING ANY EXCAVATION. NOTIFY CITY OF LEXINGTON PUBLIC WORKS (336-248-3930) AND DAVIDSON COUNTY
PUBLIC WORKS (336-242-2007) AT LEAST 24 HOURS PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY.
2. TEMPORARILY REMOVE EXISTING SIGNS, MAILBOXES, STORM SEWER PIPE, AND OTHER STRUCTURES AS
REQUIRED FOR THE INSTALLATION OF THE UTILITY. REINSTALL ALL ITEMS TO THEIR ORIGINAL CONDITION.
INCLUDE COST IN THE PER FOOT COST OF THE UTILITY BEING INSTALLED.
3. SUPPORT EXISTING POLES, UTILITIES, FENCES, CULVERTS, PAVEMENT, CURBING, AND OTHER STRUCTURES DURING
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST.
4. NOTIFY CITY OF LEXINGTON PUBLIC WORKS (336-248-3930) AND DAVIDSON COUNTY PUBLIC WORKS (336-242-2007)
48 HOURS IN ADVANCE OF MAKING ANY TIE TO AN EXISTING UTILITY.
5. THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES 400 FEET IN ADVANCE OF THE TRENCHING OPERATION.
POTENTIAL CONFLICTS SHALL BE BROUGHT TO THE OWNERS ATTENTION IMMEDIATELY.
6. EXISTING UTILITY SERVICE LINES ARE NOT SHOWN. THE CONTRACTOR SHALL INVESTIGATE AHEAD OF THE TRENCHING
OPERATION AS STATED ABOVE. THE PROJECT BID SHALL INCLUDE THE COST OF REPAIRS TO EXISTING SERVICES
WHICH ARE DAMAGED OR REQUIRE RELOCATION.
7. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID DISTURBING PROPERTY CORNER MARKERS SUCH
AS IRON PIPES (EIP) AND CONCRETE MONUMENTS. IF A PROPERTY CORNER MARKER IS DISTURBED BY CONSTRUCTION
ACTIVITY, CONTRACTOR SHALL HIRE A PROFESSIONAL LAND SURVEYOR TO RESET THE CORNER AT NO ADDITIONAL
COST TO THE OWNER.
8. IF REQUIRED, BYPASS PUMPING OPERATIONS PLAN SHALL BE SUBMITTED IN WRITING TO THE
OWNER FOR REVIEW. BYPASS PUMPING SHALL MAINTAIN WASTEWATER FLOWTHROUGH THE
SANITARY SEWER SYSTEM AT ALL TIMES.
9. MANHOLES SHALL BE 4 -FOOT DIAMETER STANDARD MANHOLE WITH STANDARD RING AND COVER UNLESS NOTED OTHERWISE.
% CONTRACTOR SHALL MAINTAIN CLEAN UP AND SEEDING OPERATION EACH WEEK. CLEAN UP AND SEEDING ARE INCLUDED IN THE
PIPE PRICE AND PAYMENT FOR PIPE WILL DEPEND ON SUITABLE CLEAN UP AND SEEDING.
11. IF STORM SEWER PIPE NEEDS TO BE REPLACED, COUNTY WILL REIMBURSE CONTRACTOR FOR MATERIALS ONLY.
12. 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 SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER WITHIN 7
CALENDAR DAYS ON PERIMETER AREAS AND SLOPES STEEPER THAN 3:1 OR 14 CALENDAR DAYS ON OTHER AREAS AND
UPON COMPLETION OF ANY PHASE OF CONSTRUCTION. PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO
RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
13. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO OTHER LAND -DISTURBING
ACTIVITY.
14. EXISTING WATER LINE DIAMETERS AND DEPTHS ARE BASED ON RECORDED DATA. CONTRACTOR SHALL
EXCAVATE AT PROPOSED CONNECTION POINT OR CROSSING TO VERIFY DIAMETER OF EXISTING WATER
LINE PRIOR TO ORDERING MATERIALS FOR THE CONNECTION OR CROSSING.
13. SELECT BACKFILL SHALL BE INSTALLED AS DETERMINED BY ENGINEER OR REPRESENTATIVE. COMPACTION SHALL BE AS INDICATED
IN PROJECT MANUAL. EFFORT SHALL BE MADE TO KEEP ACCEPTABLE BACKFILL MATERIAL FREE FROM UNSUITABLE BACKFILL
MATERIAL AS INDICATED IN PROJECT MANUAL.
14. BEDDING SHALL BE INSTALLED AS INDICATED IN THE PROJECT MANUAL INCLUDING CLASS I MATERIAL.
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EASEMENT AT WETLANDS -�
FROM STA 26+31 TO "4 Property Of
o v s STA 26+93 Frenzllt Grundstucksgesellschaft
/ 20'PERMANET EASEMENT
W/ 10' TEMPO ARY
/ CONSTRUCTION EASEMENT
/ EASEMENT AT 1ST EAM PERMANENT
PF / CROSSSING
SSMH 111
STA 28+31.90
4113° 45' 22"
I
0 50' 100' 150' 1
SCALE: 1" - 50'
—
_
NOTES:
1. IF CONCRETE DRIVE IS DAMAGED
FROM CONSTRUCTION OPERATIONS
CONTRACTOR SHALL REPLACE FROM
CONSTRUCTION JOINT BEYOND DAMAGED
AREA TO OLD SALISBURY RD EDGE OF
PAVEMENT WITH NEW CONCRETE I/2"
THICKER THAN EXISTING CONCRETE, BUT
NOT LESS THAN 6" THICK, REINFORCED
WITH +4 BARS 0 12" O.C. EACH DIRECTION,
CENTER OF SLAB AT NO ADDITIONAL COST
TO THE OWNER.
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DATE:
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-
MAY 2015
670
670
SCALE:
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OF
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23+00 24+00 25+00
26+00 27+00
28+00 29+00
30+00
31+00

0
PICK HOLES
(TYP OF 2 Q 180*)
TOP OF COVER
BOTTOM OF
COVER
RING AND COVER SHALL HAVE
TOTAL COMBINED WEIGHT OF
300 LB MIN AND BE SUITABLE
FOR H-20 LOADING
211
V2" MIN.
5/e" MIN 1'-11 I "COVER
%6" CLR FULLFri
PERIMETER
+I
c
1"
� 3"
SEAT ID V-10" MIN
4" MIN 2'-0" MIN
2'-10" MAX
2 STANDAR
SD1 NOT TO SCALE
PAVEMENT
SHALL BE
SAW CUT TO
PROVIDE A
CLEAN EDGE
(TYP.)
SAWCUT AFTER
TRENCH HAS
BEEN BACKFILLED
(TYP)
SAWCUT PRIOR
TO TRENCH
EXCAVATION
(TYP)
2-1" DIA PERFORATIONS REQD
FOR ALL TYPES OF COVERS:
WATER, SANITARY SEWER AND
STORM SEWER. (OMIT FOR
WATERTIGHT MANHOLES)
4-3/8" LArl
BOLTS
COVER
LETTERING DETAIL
4-3/8" LAG
BOLTS
) MANHOLE RING AND COVER
12"
ASPHALT
L
PAVED ROADS
(NON -STATE ROADS)
A, AREA TO BE COMPACTED
B. 6" OF CRUSHED STONE.
NOTES
L PAVEMENT ON NON -STATE ROADS
SHALL BE REPAIRED WITHIN A
MAXIMUM OF THREE (3) DAYS FROM
THE DATE THE CUT WAS MADE.
2. OPEN CUT NCDOT ROADWAYS
SHALL BE REPNRED PER NCDOT
REQUIREMENTS
-EXIST.
PAVEMENT
12"� f �1v12"
O
PRIVATE ASPHALT
UNPAVED ROADS PAVED DRIVE
AS DIRECTED
BY OWNER �
C. 2" BITUMINOUS CONCRETE SURFACE COURSE
S -9.5B
D. 8" CRUSHED STONE.
A
E. NEW CONCRETE �/2" THICKER THAN EXISTING
CONCRETE,BUT NOT LESS THAN 6" THICK, O
REINFORCED WITH •4 BARS 0 12" O.C. EACH
WAY,CENTER OF SLAB
PRIVATE
CONCRETE DRIVE
s� PAVEMENT REPLACEMENT
SD1 NOT TO SCALE
4-3/8" LAG
S
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LETTERING DETAIL
BOLT DOWN COVER W/
4-1/2" BOLT HOLES AT 90'
AND RECESS FOR BOLT HEADS
I
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0
NOTE:
RING AND COVER SHALL HAVE I/2" MIN.
TOTAL COMBINED WEIGHT OF
300 LB MIN AND BE SUITABLE
FOR H-20 LOADING
5/g" MINV-11 Y2" COVER
I/8" CLR FULL �•{�
PERIMETER
+I
1"
� 3..
TOP OF COVER
- 2-1" DIA PERFORATIONS
REQD FOR ALL TYPES OF
COVERS.
SAND STORM SEWER.
(OMIT FOR WATERTIGHT
MANHOLES)
BOLTING LUGS
PICK HOLES
(TYP OF 2 0 180" )
THREADED HOLES -4 AT 90'
W/ 4-3/8"x1-3/4" STAINLESS
STEEL (TYPE 316) HEX HEAD
BOLTS
4-3/8" LAG
BOLTS
SEAT ID T-10" MIN (TYP OF 4)
4" MIN-- 2'-0" MIN _ 4" MIN
2'-10" MAX
STANDARD MANHOLE RING
3 AND BOLT DOWN COVER
SD1 NOT TO SCALE
ENTIRE SERVICE SAME MATERIAL UNLESS IN PAVED AREAS
(WHERE THE WYE, BEND AND RISER MUST BE CAST IRON)
%s OR Ve
BEND
um�UAUM GRADE OF 1_0%
PROVIDE 3000 PSI
CONCRETE ENCASEMENT
IN PAVED AREAS.
z
SURFACE COURSE 6
u
BASE COURSE
MANHOLE
RING & COVER
SECURE FRAME TO MANHOLE WITH
4 EQ.SPACED %'' ANCHOR BOLTS
IN NON -TRAFFIC AREAS
/
USE ROPE MASTIC �L COMPACTED
SEAL UNDER FRAME _ ���, __ L_ FILL
MANHOLE IN MANHOLE IN
PAVEMENT & SIDEWALKS NON -PAVED AREAS
rT-� MANHOLE FRAME & COVER
SD1 NOT TO SCALE
STANDARD OR WATERTIGHT
PROPERTY MANHOLE RING & COVER AS
LINE INDICATED ON DRAWINGS
WATER TIGHT
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PROVIDE MASTIC SEAL
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NOTE: -L1 L I F7I I I—
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SAN SEWER SERVICES WHICH MAIN `
ARE 14 TO 20 FT DEEP SHALL `TAP TO BE MADE ON THE TOP QUARTER OF
REQUIRE BEDDING IN THE MAIN IN LINE WYE IS THE PREFERRED
ACCORDANCE WITH SPECIFICATIONS METHOD FOR SANITARY SEWER SERVICES
FOR FLEXIBLE PIPE SERVICES.
OVER 20'AND UNDER
3' DEEP SHALL REQUIRE DIP
PAVED SURFACE
GREE D--�THREADED
BRASS PLUG
CAST IRON OR
_ DUCTILE IRON PIPE
300 psi CONCRETE 6"
CAST IRON
6„IT %TH BEND—
-- 1/8th BEND
EXTERNAL JOINT SEALS
�.
WYE
PER SPECIFICATIONS
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ECCENTRIC
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11
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SECONDARY POUR (EXTEND 6" BEYOND BASE)
SANITARY SEWER TAP AND SERVICE OR FIELD BUILT —
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NOTE: AGGREGATE
1. ENTRANCE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL
SITE IS STABLIZED.
2. CONSTRUCTION ENTRANCE SHALL BE PLACED FOR MAXIMUM UTILITY BY
ALL CONSTRUCTION VEHICLES.
3. PERIODIC TOP DRESSING AND ROUTINE MAINTENANCE SHALL BE PROVIDED
ON ENTRANCE AS REQUIRED. CONTRACTOR SHALL STOCKPILE FRESH
STONE ON SITE.
4. ANY MATERIAL THAT MAKES IT TO EXISTING PUBLIC ROADWAY SHALL BE
REMOVED AND CLEANED IMMEDIATELY.
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INSTALLATION OF LINER: MAINTENANCE:
1. APPLY LIME, FERTILIZER, AND SEED BEFORE INSPECT AFTER RAINSTORMS
LAYING LINER. FOR EROSION OR FAILURE.
REPAIR ALL WASHED OUT
2. LAY LINER FORM TOP OF DITCH OF CHANNEL AREAS BY REGRADING,
AND UNROLL IT DOWNGRADE. DO NOT RESEEDING, AND REINSTALL -
STRETCH OR LEAVE WRINKLES. ING MULCH.
3. BURY THE UPSLOPE END IN A SLOT 6" DEEP.
PROVIDE STAPLES ADN OVERLAP AS SHOWN ABOVE.
5 � EROSION CONTROL MATTING
NOT TO SCALE
NOTE: DO NOT PLACE CHECK DAMS IN LIVE STREAMS.
ll� 1 VLr
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(2 TO 6 INCHES)
Q
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BORE PIT EXCAVATION MATERIAL
LENGTH AS _ISILT
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ROAD OR
STREET
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MAY 1 - AUG. 15
O
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PLANTING DATES
RIPRAP AND SAND
POUNDS/ACRE
BORE WIDTH AS
DEWATERING BASIN
BAGS KEYED 1'-6"
NOTED ON
10-10-10
750
PIT PLANS
15,
AREA FOR
5'- 8' HIGH STOCKPILE FOR BORE HOLE
BORE PIT EXCAVATION MATERIAL
LENGTH AS _ISILT
REQUIRED FENCE
ROAD OR
STREET
CASING
PIPE
s
TYPICAL HORIZONTAL
BORE SITE
SD2
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120
CONSTRUCTION EASEMENT
50
MAY 1 - AUG. 15
10'-0"
O
PLANTING DATES
RIPRAP AND SAND
POUNDS/ACRE
MIN
DEWATERING BASIN
BAGS KEYED 1'-6"
12" #57
10-10-10
750
KY 31 TALL FESCUE
(STONE FILTER BASIN)
MIN INTO STREAM
WASHEDb
CENTIPEDE 5
Z
PLANTING DATES
LIME
W/ 2:1 SIDE SLOPES
BANKS AND BED
KY -31 TALL FESCUE
STONE
o
500
4,000
MULCH STRAW
10-10-10
4,000
MULCH STRAW
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F
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PROJECT NO.:
3097-F
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TEMP RIPRAP
TOP OF FLOW
x N
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42"
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POLYETHYLENE
LMIN
FABRIC
10'-0"
PIPELINE CROSSING STREAM
RIPRAP AND SAND
BAGS KEYED 1'-6"
PLAN
MIN INTO STREAM
TEMP RIPRAP
NOTES:
BANKS AND BED
APRON
8 MIL
CONSTRUCTION EASEMENT
1. STONE FOR DAM AND
POLYETHYLENE
TEMP STONE DAM
CROSSING TO BE CLASS B
I
RIPRAP UNLESS OTHERWISE
FABRIC
12" #57 WASHED
I
NOTED ON PLANS.
TOP OF BANK
STONE
2. CULVERT SIZE AND NUMBER
C14 _
I -
AS SHOWN ON PLANS.
EX STREAM BED
- -
3. WHEN TEMPORARY CROSSING
IS NO LONGER NEEEDED,
`O z REMOVE TEMP CMP, DAM, AND
FILTER I SANDBAGS AND RIPRAP ALL
FABRIC DISTURBED AREAS WITHIN
TEMP 24"
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SECTION CMP
�o TEMPORARY STREAM CROSSING
cno NTS
WIRE MESH
SILT FILTERING FABRIC -
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MAX. _ _ 8'-0" MAX. _ I
WE
9..
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ANCHOR
M oz DITCH
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91
NOTES:
A) POSTS SET AT DEPTHS OF 4' FOR EARTH BACKFILL. ANCHOR DITCH IS 9"x9"
AND FILL IS TO BE COMPACTED.
B) PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A VELOCITY
BREAK AND SILT TRAP.
C)CONTRACTOR MAY USE ALTERNATE MATERIAL OR METHOD UPON APPROVAL FROM
ENGINEER.
3 SILT FENCE
SD2 NOT TO SCALE
SILT FENCE KEYED
INTO RIPRAP DAM
2'-0"
057 WASHED STONE
FULL FACE OF DAM
1
REMOVE SILT FENCE
ABOVE DAM
SILT FENCE AT
CENTER OF DAM
SILT FENCE 2'-0" MIN CLASS B
CONTINUES FRONT VIEW RIP -RAP
THROUGH DAM 12" OF •57
WASHED STONE
NQIE• FLOW
HEIGHT AND WIDTH DETERMINED
77
BY EX. TOPOGRAPHY AND vi
SEDIMENT STORAGE REQUIRED.
RIES
MAINTENANCE: SECTION
1. INSPECT STONE OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
CHECK THE STRUCTURE FOR EROSION, PIPING, AND ROC DISPLACEMENT. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN.
3. REMOVE STONE OUTLET AND UNSTABLE SEDIMENT DEPOSITS AND BRING AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
7 STONE OUTLET
SD2 NOT TO SCALE
INN
SMOOTH FOUNDATION
UNDER FILTER FABRIC
MIN DEPTH
RIPRAP
CLASS
B
1
2
MIN
DEPTH
11- 6"
21- 2"
31- 0"
RIPRAP CLASS
INDICATED ON
PLANS
3'-6"
MIN.
w:w
11
SLOPE AND STREAMBANK PROTECTION
NOT TO SCALE
LOW MAINTENANCE AREAS
GRASS TYPE
POUNDS/ACRE
W
RYE (GRAIN)
120
KOBE LESPEDEZA
50
MAY 1 - AUG. 15
GERMAN MILLET
O
PLANTING DATES
GRASS TYPE
POUNDS/ACRE
LIME
YEAR ROUND
PENSACOLA BAHIA
50
10-10-10
750
KY 31 TALL FESCUE
50
w
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PERMANENT SEEDING
CENTIPEDE 5
s
PLANTING DATES
LIME
POUNDS/ACRE
4,000
KY -31 TALL FESCUE
FERTILIZER
10-20-20
500
4,000
MULCH STRAW
10-10-10
4,000
MULCH STRAW
ON 2:1 SLOPES DELETE CENTIPEDE AND ADD 25 POUNDS / ACRE OF SERICEA LESPEDEZA
HIGH MAINTENANCE AREAS
TEMPORARY SEEDING
PLANTING DATES
GRASS TYPE
POUNDS/ACRE
JAN. 1 - MAY 1
RYE (GRAIN)
120
KOBE LESPEDEZA
50
MAY 1 - AUG. 15
GERMAN MILLET
40
AUG.15 - DEC. 30
RYE (GRAIN)
120
LIME
0
2,000
FERTILIZER
10-10-10
750
MULCH STRAW
CO
4,000
PERMANENT SEEDING
L1�
s
PLANTING DATES
GRASS TYPE
POUNDS/ACRE
AUG. 20 - OCT. 25
KY -31 TALL FESCUE
200-250
LIME
O
4,000
FERTILIZER
10-10-10
1,000
MULCH STRAW
4,000
MULCH
THRESHED STRAW OF OATS, WHEAT, OR RYE; FREE FROM SEED OF OBNOXIOUS
WEEDS; OR CLEAN SALT HAY. STRAW WHICH IS FRESH AND EXCESSIVELY BRITTLE
OR STRAW WHICH IS IN SUCH AN ADVANCED STAGE OF DECOMPOSITION AS TO
SMOTHER OR RETARD GROWTH OF GRASS WILL NOT BE ACCEPTABLE.
WATER
WATER SHALL BE FREE FROM SUBSTANCES HARMFUL TO GROWTH OF GRASS.
MAINTENANCE SERVICE
MAINTAIN SEEDED AREAS UNTIL GRASS IS WELL ESTABLISHED AND EXHIBITS
A VIGOROUS GROWING CONDITION FOR A MINIMUM OF TWO CUTTINGS. MOW
GRASS AT REGULAR INTERVALS TO A MAXIMUM HEIGHT OF 3 INCHES. HAND
CLIP WHERE NECESSARY.
CONTROL GROWTH OF WEEDS. APPLY HERBICIDES IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
WATER AREAS SEEDED BETWEEN MAY 1 AND JULY 15 AT SUCH INTERVALS
AS TO MAINTAIN THE SEEDED AREA IN A MOIST CONDITION UNTIL THE GRASS
IS ESTABLISHED AND ACCEPTED BY THE ENGINEER. PROVIDE EQUIPMENT TO
TRANSPORT AND DISTRIBUTE THE WATER TO THE SEEDED AREAS. AREAS
SEEDED BETWEEN SEPTEMBER 1 AND NOVEMBER 1 NEED NOT BE IRRIGATED
BEYOND THE INITIAL WATERING SPECIFIED ABOVE EXCEPT THAT THE CONTRACTOR
MAY APPLY WATER AT HIS OWN DISCRETION.
SEEDING SCHEDULE
EROSION CONTROL CONSTRUCTION SEQUENCE
1. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL
DEVICES AS INDICATED ON THE DRAWINGS.
2. NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION (910-433-3300)
FOR SITE INSPECTION PRIOR TO COMMENCING MAIN CONSTRUCTION
OPERATIONS.
3. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION
OPERATIONS.
4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING
CONSTRUCTION. INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND
REMOVE ACCUMULATED SEDIMENT WHEN HALF FULL. RECORD INSPECTION
ON STORM WATER INSPECTION FORMS. SUBMIT FORMS EACH MONTH WITH
PAY REQUEST.
5. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL
DEVICES AS NEEDED OR DIRECTED BY ENGINEER.
6. SEED AND MULCH DISTURBED AREA WITHIN FIFTEEN (15) WORKING DAYS:
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION.
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE
TIME FRAME.
7. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER.
UPON APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION
CONTROL DEVICES, DRESS OUT AREA, AND SEED AND MULCH.
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DATE:
MAY 2015
SCALE:
AS NOTED
SHEET 7 OF 7
SD2_