20121151 Ver 1_Site Plan_20121228

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DRAWINGS FOR THE
STORM WATER IMPROVEMENTS
CABARRUS COUNTY, NORTH CAROLINA
(-` AD A DDI IC (-`nl I" 7V
STATE OF NORTH CAROLINA
SURVEY PREPARED BY:
JAMES T. WEST, P.L.S.
HARRISBURG SURVEYING
DATED: 10/03/2012
PROJECT FEATURES.: CULVERT REPLACEMENT AND
ROADSIDE DITCH IMPROVEMENTS
ME) r1 ICr`T A E) CA
VICINITY MAP
HARRISBURG, NC
NOT TO SCALE
PREPARED FOR:
TOWN OF HARRISBURG
4100 MAIN STREET, SUITE 100
HARRISBURG, NC 28075
ATTN: DEREK SLOCUM, TOWN ENGINEER
INDEX OF SHEETS
Sheet Number
Sheet Title
-01
COVER SHEET
-02
GENERAL NOTES
-03
HILLCREST DRIVE IMPROVEMENTS
-04
CARVING TREE LANE CULVERT IMPROVEMENTS
-05
LEATHERWOOD LANE CULVERT IMPROVEMENTS
-06
DETAILS
-07
DETAILS
-08
TRAFFIC CONTROL NOTES
-09
CARVING TREE LANE TRAFFIC CONTROL
-10
LEATHERWOOD LANE TRAFFIC CONTROL
-11
EROSION CONTROL NOTES
-12
EROSION CONTROL DETAILS
C-1
EROSION CONTROL DETAILS
E-14
EROSION CONTROL DETAILS
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1- 800 - 632 -4949
Emm"
Kimley -Horn
and Associates, Inc
NC License /F -0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
C 2012
E PLANS
ONSTRUCTION
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DATE:
11/2/12
PROJECT #:
018536008
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GENERAL NOTES
GENERAL NOTES
DRAWN BY:
ABBREVIATIONS
CHECKED BY:
SURVEY LEGEND
19
DRIVEWAYS:
MAIL BOXES:
ABAND ......................ABANDONED
MIN .......................... MINIMUM
EXISTING SIGN
Bench Mark
00 to 8
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107 -12 OF THE
AC ..... .......................ASBESTOS
A.D ..... ......................ALGEBRAIC
CONCRETE
DIFFERENCE
MH ...........................
MONO .. .....................MONOLITHIC
MANHOLE
EIP EXISTING IRON PIN
LP EXISTING LIGHT POLE
Cg
9 to 15
JOINT. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY:
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH
ASPH ........................
ASPHALT
mph .........................MILES
PER HOUR
�
• CONCRETE — SIX INCH PORTLAND CEMENT CONCRETE (3600 PSI).
• ASPHALT — (COMMERCIAL) TWO INCH SF9.5A COURSE AND FOUR INCH 119.06
THE U.S. POSTAL SERVICE.
APPROX .. ..................APPROXIMATELY
B/C ...........................BACK OF CURB
MTL .......................... METAL
N .............................. NORTH/NORTHING
RIW RIGHT —OF —WAY
cb 5 x 3
o
INTERMEDIATE COURSE.
FENCES:
BIT
NTS ..........................
NOT TO SCALE
0 EXISTING TREE
center line
16 to 21
RESIDENTAL TWO INCH SF9.5A COURSE AND FOUR INCH AGGREGATE
( )
BASE (ABC) COURSE.
THE CONTRACTOR SHALL REMOVE, REPLACE OR RESET FENCES AS NOTED ON THE PLANS
AND /OR AS DIRECTED BY THE ENGINEER.
........ .....................BITUMINOUS
BM ... ..........................BENCH MARK
BRG ... ........................BEARING
O/ H..........................OVER HEAD
OC ............................ON CENTER
EXISTING TREE TO BE REMOVED
® Drop inlet
STRUCT #
U
CB
BASIN
OTCB ........................OPEN THROAT CATCH BASIN
w
0 22 to 30
• GRAVEL — SIX INCHES #57 STONE
... ..........................CATCH
O
© g as meter
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TREES, SHRUBS, AND HEDGES:
CE .......... ...................CONSERVATION
EASEMENT
PAVT ........................
PAVEMENT
� EXISTING FlRE HYDRANT
gas pole
DRAINAGE®
STRUCTURES:
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE
THE CONTRACTOR SHALL REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE LIMITS OF DISTURBANCE
UNLESS SHOWN ON THE PLANS TO BE PROTECTED AND THOSE THAT FALL WITHIN THE TREE PROTECTION
C& G ..........................CURB
CL ....... ......................CLEARANCE
CMLDS ............ ..........
AND GUTTER
CHARLOTTE — MECKLENBURG
PC ............................
PERM ........................
PG . ...........................
POINT OF CURVATURE
PERMANENT
PAGE
W„
EXISTING WATER VALVE
® wM EXISTING WATER METER
GV
X gas valve
® grate
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS,
BARRIERS.
LAND DEVELOPMENT
PI ... ..........................POINT
OF INT
��
STRUCT #
O 31 to 42
® EXISTING GAS VALVE
OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION
STANDARDS
PK ............................PK NAIL SET
GUY F guy base
BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. ALL PIPES SHALL BE RCP CLASS
THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWN PRIOR TO REMOVING ANY TREES.
CLR . ..........................CLEAR
PP ............................ POWER POLE
OPM EXISTING GAS METER
� hydrant
111, UNLESS OTHERWISE NOTED.
IN ADDITION, ALL TREES LOCATED WITHIN THE LIMITS OF DISTURBANCE THAT ARE TO REMAIN
C/L FENCE ...............CHAIN LINK FENCE
PROP ........................ PROPOSED
MH
O EXISTING SEWER MANHOLE
Y°
yM
�Tb
WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1
AFTER CONSTRUCTION SHALL BE INSPECTED BY THE TOWN TO VERIFY THEY ARE SUITABLE TO
CMP ..... .....................CORRUGATED
MTL PIPE
PSE ..........................
PERM SW ESMT
®
WEEPHOLE PER STRUCTURE. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OF
REMAIN.
CMU ................ ..........CHARLOTTE— MECKLENBURG
PT .. ..........................POINT
OF TANGENCY
Qoi EXISTING STORM MANHOLE
R PL
STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER
UTILITIES
PVI . ..........................POINT
PUE
OF VERT INT
UTILITY ESMT
APP EXISTING UTILITY POLE
PL* pole light
P 9
0 43+
FABRIC AND FILLED W/ #78 STONE. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK.
FOLLOWING CONSTRUCTION STAKING PRIOR AND TO CLEARING, THE PROJECT TEAM
CONC .. .......................CONCRETE
..........................PERM
pp p-Q pole utility
(CONTRACTOR, , WILL HOLD AN ON—SITE
ILIMITSAOFD
CONST .... ...................CONSTRUCTION
r ............................... RADIUS
EXISTING RIP RAP
PTA p pole telephone
SUBSURFACE PLANS:
TO ENSUURE THE DISTURBANCE AND T HATATREES PROPOSED FOR PROTECTION
DB ..............................
DEED BOOK
RCBC ........................
REINFORCED CONC BOX
DO SD MH
ARE CLEARLY IDENTIFIED. THE TEAM WILL WALK THE PROJECT AREA AND AGREE ON THE TREES
DCB ... .........................DOUBLE
CB
CULVERT
EXISTING PAVING TO BE REMOVED
SHRUB
NONE AVAILABLE. CONTRACTOR TO PERFORM SUBSURFACE INVESTIGATIONS.
TO BE PROTECTED AND THOSE TO REMOVE, DISCUSS PROPOSED CONSTRUCTION ACTIVITIES, AND
DI .... ...........................DROP
INLET
RCEP... .....................REINFORCED CONC
ELLIPTICAL PIPE
� Shrub
IDENTIFY ANY ADDITIONAL TREES TO PROTECT THAT WERE NOT ORIGINALLY MARKED AS SUCH.
DIP .... ........................DUCTILE
IRON PIPE
— — — — SAWCUT LINE
UTILITIES:
THE CONTRACTOR WILL BE GIVEN APPROVAL FOR TREE REMOVAL, IN WRITING, AFTER
DIA ..... .......................DIAMETER
RT ............................
RCP
RIGHT
REINFORCED CONC PIPE
EXISTING CURB AND GUTTER
sicN Sign
APPROPRIATE TREE PROTECTION HAS BEEN INSTALLED AND BEFORE ANY CLEARING OR REMOVAL
DW ...... .......................DRIVEWAY
..........................
UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE TOWN AND ENGINEER WILL NOT
CAN BEGIN.
DIM ...... ......................DIMENSION
RELOC ......................
RELOCATE
—X—X— EXISTING FENCE
—� Sign EX
BE HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR
E .... ...........................
EAST FASTING
/
R W ( ROW ) ..............
/
RIGHT OF WAY
COMPLETENESS OF UTILITY INFORMATION.
THE CONTRACTOR ASSUMES RESPONSIBILITY FOR "IN— KIND" REPLACEMENT OF TREES DAMAGED
EA .. ...........................EACH
S..... ..........................SOUTH
—LIE EXISTING UNDERGROUND ELECTRIC LINE
Os SS MH
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY OWNERS, WHOSE
THAT HAVE BEEN MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL.
ELEV .... ......................ELEVATION
SID ............................
STORM DRAIN
—OP EXISTING OVERHEAD POWER LINE
p T MH
FACILITIES WILL BE AFFECTED, AND THE CONSTRUCTION INSPECTOR TO DETERMINE UTILITY LOCATIONS.
THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR
EOP . ...........................EDGE
ESMT ... .......................EASEMENT
OF PAVEMENT
SF ............................
S/R FENCE ...............
SQUARE FOOT
SPLIT RAIL FENCE
r EXISTING UNDERGROUND TELEPHONE LINE
wM
E:] Water Meter
THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD THE TOWN HARMLESS FOR ANY THIRD —PARTY
SIDE SLOPES:
EXIST .. .......................EXISTING
SS ............................
SANITARY SEWER
—ss EXISTING SANITARY SEWER LINE
D4 Water Valve
INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS. ANY DAMAGES
F / C . ...........................FACE
OF CURB
STA .. ........................STATION
w EXISTING WATER LINE
BFP
INCURRED SHALL BE THE CONTRACTOR'S FINANCIAL RESPONSIBILITY.
LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS, AND STANDARD
FES ... .........................FLARED END SECTION
STD ..........................
STANDARD
" Backflow Prevent
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING GAS AND WATER VALVES WITHIN PROXIMITY OF ALL
DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL)
FH ... ...........................FIRE
HYDRANT
SW..... .......................SIDEWALK
G— — EXISTING GAS LINE
H❑ HVAC
WORK AREAS SO SAID FACILITIES CAN BE SHUT —OFF IN AN EMERGENCY.
UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ONLY
FOC .. ..........................FIBER
OPTIC CABLE
TAN ..........................
TANGENT
—695— EXISTING CONTOUR LINE
AS SHOWN IN THE PLANS OR AS DIRECTED BY THE ENGINEER.
FT .... ...........................FOOT (FEET)
TICE ...........................
TEMP CONST ESMT
AS NEEDED, THE CONTRACTOR SHALL ADJUST /RELOCATE THE SANITARY SEWER AND WATER UTILITIES
GV .. ............................GAS
VALVE
TEMP .. ......................TEMPORARY
+695.2 EXISTING SPOT ELEVATION
ONLY. ALL OTHER ADJUSTMENTS /RELOCATIONS ARE TO BE PERFORMED BY THE SERVICE PROVIDER(S).
CONSTRUCTION LIMITS'
HORIZ .... .....................
HORIZONTAL
TOW .........................TOP OF WALL
❑ EXISTING DRAINAGE STRUCTURE
THE CONTRACTOR SHALL COORDINATE ANY RELOCATION WORK WITH SERVICE PROVIDER(S) SO AS NOT
•
HW ....... .......................HEADWALL
TP ............................
TRAVERSE POINT
oDS EXISTING DOWNSPOUT
TO ADVERSELY AFFECT THE PROJECT SCHEDULE. THE TOWN WILL NOT BE HELD RESPONSIBLE FOR
THE RIGHT OF WAY SHOULD BE CONSIDERED THE CONSTRUCTION LIMITS FOR STORM DRAINAGE
INT
TYP ..........................
TYPICAL
ANY DELAY OR DISRUPTIONS IN THE CONSTRUCTION SCHEDULE DUE TO THE RELOCATION WORK
IMPROVEMENTS. WHEN IMPROVEMENTS ARE SHOWN OUTSIDE THE RIGHT OF WAY, THE
........... ...................INTERSECTION
INV ..... .........................INVERT
UG .. ..........................UNDER GROUND
0 C/o EXISTING CLEANOUT
PERFORMED BY THE SERVICE PROVIDER(S).
APPLICABLE STORM DRAINAGE EASEMENT (SIDE) OR TEMPORARY CONSTRUCTION EASEMENT
IP ..... ...........................IRON
PIN SET
VC ............................
VERTICAL CURVE
O TELE EXISTING TELEPHONE PED.
• FOR LOCATIONS OF EXISTING UTILITIES CONTACT NORTH CAROLINA ONE —CALL @ 1- 800 - 632 -4949.
(TCE) SHOULD BE CONSIDERED THE CONSTRUCTION LIMITS.
JB ....... .......................JUNCTION BOX
VERT .........................
VERTICAL
L.. ............................... LENGTH
W.............................. WEST
• FOR LOCATION OF UTILITIES WHOSE SERVICE PROVIDER IS NOT A MEMBER OF NORTH CAROLINA
EROSION CONTROL:
LB /FT "2 .....................POUND PER SQUARE FT
LF FOOTAGE
WM ........................... WATER METER
W VAULT .................. WATER VAULT
ONE —CALL, CONTACT THE SERVICE PROVIDER'S PROJECT MANAGER.
...... .........................LINEAR
WV
VALVE
LT ..... ...........................LEFT
. ..........................WATER
SEE EROSION CONTROL NOTES.
Ib ....... ..........................POUND
60
p"""""""""""""
SIXTY PENNY NAIL SET
LP ...... ..........................LIGHT POLE
' ..............................
FOOT
WATER AND SEWER:
SAWCU TS:
MAX ..... ........................MAXIMUM
" ... ...........................INCH
• THE CONTRACTOR SHALL ADJUST ALL WATER VALVE BOXES, WATER METER BOXES, WATER VAULTS,
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND /OR CONCRETE SURFACES PRIOR
AND SANITARY SEWER MANHOLES AND CLEANOUTS TO MATCH THE ADJACENT FINISHED GRADE(S).
WATER METERS LOCATED ENTIRELY WITHIN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE INSTALLED
TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE
PROPOSED IMPROVEMENTS
LEGEND
WITHIN CONCRETE BOXES AND ADJUSTED TO MATCH THE ADJACENT FINISHED GRADE(S). WATER
1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE
STANDARDS
METERS LYING PARTIALLY INSIDE THE SIDEWALK OR DRIVEWAY LIMITS ARE TO BE RELOCATED TO THE
REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE —IN TO FACE OF
RIGHT —OF —WAY LINE (OUTSIDE THE PAVEMENT LIMITS).
PROPOSED CURB AND GUTTER.
THE FOLLOWING STANDARDS
AND THE LATEST REVISION THERETO
ARE APPLICABLE
• EXISTING WATER AND SEWER SERVICE IS OWNED AND MAINTAINED THE TOWN OF HARRISBURG PUBLIC
TRAFFIC CONTROL:
TO THIS PROJECT AND
REFERENCE ARE CONSIDERED
APART
OF THESE PLANS.
WORKS DEPARTMENT. THE CONTRACTOR IS TO NOTIFY THE TOWN 48 HOURS PRIOR TO BEGINNING
NCDOT STANDARDS
SHALLL L BE USED.
WORK AT THE FOLLOWING NUMBER:
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE TRAFFIC CONTROL PLANS.
■
PROPSED DII
DEREK SLOCUM
NCDOT:
PROPOSED PPE
R I P R A P
TOWN ENGINEER
STD. NO.:
TITLE:
PROPOSED ggyy� LINE
704 - 455 -0728
CONSTRUCTION MAY REUSE EXISTING RIP RAP AS IT MEETS THE SPECIFICATIONS NOTED ON THE PLANS
200.02 METHOD OF CLEARING — METHOD
II
AND /OR AS DIRECTED BY THE ENGINEER.
300.01 ..................METHOD
OF PIPE INSTALLATION
— '— ' —' —'—
LMTS OF AFL /OVERLAY
• THE CONTRACTOR SHALL CONDUCT OPERATIONS SO AS TO MAINTAIN EXISTING SANITARY SEWER AND
310.10
DRIVEWAY PIPE CONSTRUCTION
WATER SERVICE ALL TIMES. PLANNED INTERRUPTIONS IN SERVICE IS TO BE COORDINATED WITH
STORM DRAINAGE NOTES
840.15 ..................BRICK
DROP INLET — 12" THRU 30" PIPE
PROPOSED RCBC
AFFECTED RESIDENTS.
840.16 ..................DROP
INLET FRAME AND GRATE
• SHOULD ANY SANITARY SEWER FORCE MAINS BE ENCOUNTERED DURING THE CONSTRUCTION, THE
ALL STORM DRAINAGE PIPE WITHIN PUBLIC ROAD RIGHT —OF —WAYS TO BE CLASS III REINFORCED
840.72 PIPE COLLAR
PROPOSED HEADWALL
CONTRACTOR SHALL STOP EXCAVATION IN THE AREA AND IMMEDIATELY NOTIFY THE TOWN ENGINEER.
CONCRETE PIPE PER NCDOT STANDARDS, UNLESS OTHERWISE NOTED.
866.01 .................CHAIN
LINK FENCE — 4', 5'
AND 6' HIGH FENCE
FLARED END SECTION INVERTS ARE SET AT OR SLIGHTLY BELOW EXISTING GRADE. VERIFY
876.02 .................GUIDE FOR RIP RAP AT PIPE
OUTFALLS
'B'
PROPOSED CONTOUR
EXISTING SANITARY SEWER AND WATER LINE:
ELEVATIONS IN FIELD PRIOR TO CONSTRUCTING PIPE SYSTEMS.
876.04 .................DRAINAGE DITCHES WITH CLASS
1101.01 .................DETAIL DRAWING FOR TWO —WAY
RIP RAP
UNDIVIDED WORK ZONE WARNING SIGNS
—571
A MINIMUM GRADE OF 0.50 SHALL BE MAINTAINED ON ALL PIPES.
1101.02 ................TEMPORARY
LANE CLOSURES (2 —LANE, 2 —WAY
ROADWAY; 1 LANE CLOSED)
THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER
PIPE LENGTHS INDICATED ON PLANS ARE FROM CENTER OF STRUCTURE TO CENTER OF
1630.06
SPECIAL STILLING BASIN
LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL
""""""""
IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE CONTRACTOR
STRUCTURE AND ARE APPROXIMATE ONLY.
SHALL REPLACE SANITARY SEWER AND /OR WATER LINE, WITH A MINIMUM NINE FOOT SECTION
SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT —OF —WAY IF DEEMED
OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO FEET OF SAID LINES,
NECESSARY BY THE INSPECTOR.
VERTICALLY OR HORIZONTALLY, OR AS INDICATED ON THE PLANS.
DESIGN:
PROPOSED EROSION CONTROL
LEGEND
ANY CHANGES TO THE DESIGN MUST BE APPROVED BY OFFICIAL MEANS BY THE ENGINEER AND
OWNER PRIOR TO WORK. THE CONTRACTOR WILL BE HELD LIABLE FOR ANY CHANGES MADE TO
THE DESIGN WITHOUT APPROVAL.
ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
ALL COUNTOURS ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE
SLT FENCE
CONTRACTOR PRIOR TO GROUND BREAKING.
MEN 00000 MENIN see
LMTS OF DISTURBANCE
®
INLET PROTECTION
RP RAP
DEWATERNO DEVICE
SPECIAL STILLING BASIN
LfEFI VIOUS DKE
SON MUST
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BEFORE YOU DIG!
CONTACT ONE — CALL, CENTER
1- 800 - 632 -4949
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Kimley -Horn
and Associates, Inc
NC License #17-0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
OC 2012
F PLANS ONSTRUCTION
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PROJECT #:
018536008
C -02
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CHECKED BY:
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DATE:
11/2/12
PROJECT #:
018536008
C -02

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DB 576 PG 318 & DB 7486 PG 176
PIN# 5507 28 3368
316 HILLCREST DRIVE
F NUF'USLU LU LF Ur 1 ti r '`1 [ I I t - _ —1 `1 vt l�
CLASS IV RCP ®1.00%
-- '-- S 60 P<IBL�C RM/ f l fig\
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DB 7008 PG 204
PIN# 5507 27 4935
303 HILLCREST DRIVE
6 TREE PROTECTION (TYP)
C -12
592
588
1764 11 1�1
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EXISTING GR
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MATCH TO
EXISTING GRADE
1.5'
MATCH TO
EXISTING GRADE
OR EOP
EXISTING ROAD
TYPICAL SECTION
o�
y
GRAPHIC SCALE IN FEET
0 10 20 40
SHEET C -05
SHE
NORTH
1
KEY MAP
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1- 800 - 632 -4949
Kimley -Horn
and Associates, Inc
NC License /F -0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
C 2012
F PLANS
ONSTRUCTION
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Kimley -Horn
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NC License /F -0102
2000 SOUTH BOULEVARD
SUITE 440
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1- 800 - 632 -4949
C mm "
Kimley -Horn
and Associates, Inc
NC License #F-0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
OC 2012 Emma
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1 +75
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SHE
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BEFORE YOU DIG!
CONTACT ONE — CALL, CENTER
1- 800 - 632 -4949
Emm"
Kimley -Horn
and Associates, Inc
NC License #F-0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
OC 2012
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Kimley -Horn
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NC License #17-0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
OC 2012
F PLANS
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PROPOSED ASPHALT
PATCH AS SHOWN IN
PAVEMENT SCHEDULE
MILL AND RESURFACE 1" (MIN)
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EXISTING PAVEMENT EXISTING PAVEMENT
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95% DENSITY
TRENCH TO BE BACKFILLED WITH
APPROVED SUITABLE MATERIAL
AS DIRECTED BY THE ENGINEER
VARIES
PROPOSED RCBC
PAVEMENT REPAIR WITH MILLING
Not to scale
No Degradation Fee
NOTES:
1. ALL PAVEMENT SUBGRADE SHALL BE COMPACTED TO 100% OF THE MAXIMUM
DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST TO A DEPTH OF EIGHT
(8) INCHES, OR A DENSITY OF 95% STANDARD PROCTOR FOR DEPTHS GREATER
THAN EIGHT (8) INCHES.
2. APPLY TACK COAT BETWEEN ALL ASPHALT CONCRETE LAYERS.
RECOMMENDED PAVEMENT LIFT THICKNESS' (NCDOT INTERIM PAVEMENT DESIGN
PROCEDURE, APRIL 1, 2000)
C1 PROP. APPROX. 1" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT
AN AVERAGE RATE OF 110 LBS PER SQ YARD.
D1 PROP. APPROX. 2" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.OB,
AT AN AVERAGE RATE OF 228 LBS PER SQ. YARD.
E1 PROP. APPROX 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, AT AN
AVERAGE RATE OF 456 LBS PER SQ. YARD.
U PROP. 1" MILLING AND ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
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V EXISTING PAVEMENT
ASPHALTIC CONCRETE SURFACE COURSE 1 TO 1 1/2"
ASPHALTIC CONCRETE BINDER COURSE 1" TO 1 1/2"
ASPHALTIC BASE COURSE 3" TO 5 1/2"
PAVEMENT SCHEDULE
E' -0„
MIN.
DITCH LINE (�)
EDGE OF PAVEMENT
DRIVEWAY WIDTHS
MIN. Jam(.
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TWO -WAY 24' 50'
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PIECE CENTERED UNDER GIP, OR AC PIPE. ANCHOR RING NOT
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18"
LENGTH CENTERED UNDER
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NTS
'BEARING AREAS
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NTS
3' J.
SECTION A —A
NOTE
1. FITTINGS SHALL BE RESTRAINED
USING MEGALUGS STAINLESS STEEL
77E RODS; OR RESTRAINED JOINT PIPE,
AS APPROVED BY ENGINEER.
2. BEARING AREAS (AI DE/ERMINED
BY ACTUAL SOIL CONDITIONS.
SHOULD BE BASED ON 200 PSI.
TEST PRESSURE. SEE CHART BELOW.
PIPE
RESULTANT THRUST AT FITTINGS AT 200 PSI WATER PRESSURE
TOTAL POUNDS,
NOM. PIPE DIAMETER 45' BEND
4 INCH 2770
B INCH 5724
B INCH 9848
10 INCH 14812
12 INCH 20948
THE FOLLOWING OFTEN —USED SOIL VALUES FOR THE DEPTHS OF 4 FEET ARE LISTED ONLY AS
A GUIDE. THE ENGINEER SHOULD SELECT THESE BEARING VALUES FOR EACH SOIL TYPE AND
DEPTH OF COVER ENCOUNTERED ON THE SPECIFIC PIPELINE PROJECT. Af'PROF'R417E S4FE/Y
FACTORS SHOULD BE APPLIED 70 COVER FUTURE CHANGES IN PIPE DEPTH, SOIL BEARING
CAPACITIES, ETC.
SOIL BEARING LOAD (Ibs /so.k.) � NO RESPONSIBILITY CAN BE ASSUMED
MUCK 0 FOR THE ACCURACY OF THE DATA IN
SOFT CLAY 1,000 THIS TABLE DUE TO THE WIDE VARIATION
OF BEARING LOAD CAPABILITIES FOR EACH
SILT 1,500 SOIL TYPE.
SANDY SILT 3,000
SAND 4,000
SANDY CLAY 6,000
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Kimley -Horn
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NC License /17-0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
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PAVEMENT SCHEDULE
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NTS ROTATE AS REQUIRED
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SECTION A —A
NOTE
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AS APPROVED BY ENGINEER.
2. BEARING AREAS (AI DE/ERMINED
BY ACTUAL SOIL CONDITIONS.
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TEST PRESSURE. SEE CHART BELOW.
PIPE
RESULTANT THRUST AT FITTINGS AT 200 PSI WATER PRESSURE
TOTAL POUNDS,
NOM. PIPE DIAMETER 45' BEND
4 INCH 2770
B INCH 5724
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10 INCH 14812
12 INCH 20948
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A GUIDE. THE ENGINEER SHOULD SELECT THESE BEARING VALUES FOR EACH SOIL TYPE AND
DEPTH OF COVER ENCOUNTERED ON THE SPECIFIC PIPELINE PROJECT. Af'PROF'R417E S4FE/Y
FACTORS SHOULD BE APPLIED 70 COVER FUTURE CHANGES IN PIPE DEPTH, SOIL BEARING
CAPACITIES, ETC.
SOIL BEARING LOAD (Ibs /so.k.) � NO RESPONSIBILITY CAN BE ASSUMED
MUCK 0 FOR THE ACCURACY OF THE DATA IN
SOFT CLAY 1,000 THIS TABLE DUE TO THE WIDE VARIATION
OF BEARING LOAD CAPABILITIES FOR EACH
SILT 1,500 SOIL TYPE.
SANDY SILT 3,000
SAND 4,000
SANDY CLAY 6,000
HARD CLAY 9,000
VERTICAL ADJUSTMENT OF
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Kimley -Horn
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NC License /17-0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
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EDGE OF PAVEMENT
DRIVEWAY WIDTHS
MIN. Jam(.
ONE -WAY 10 30
TWO -WAY 24' 50'
RESIDENTIAL DRIVEWAY DETAIL
—ROD BEND TO THRUST BLOCK rSTORM DRAIN 3'
EXISTING PIPE --\ 1
MIN
CONCRETE CONCRETE THRUST
THRUST BLOCK BLOCK WITH ANCHOR
TRANSITION COUPLING FULL RING NOTE:
( IF REQUIRED) NEW D.l. PIPE, ONE DO NOT USE ANCHOR RIING ON PVC,
PIECE CENTERED UNDER GIP, OR AC PIPE. ANCHOR RING NOT
PROFILE VIEW STORM DRAIN PIPE. 45' BENDS REQUIRED IF THE TOP BEND IS RODDED.
NTS ROTATE AS REQUIRED
CONCRETE THRUST
TRANSITION COUPLING � STORM DRAIN BLOCK WITH ANCHOR
C( IF REQUIRED) RING
\\ EXISTING PIPE MEGA —LUGS
TRENCH LIMNS
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CONCRETE 45' BENDS
THRUST BLOCK ROTATE AS REQUIRED
ROD BEND TO THRUST BLOCK TRENCH LIMITS NEW D. 1. PIPE, MIN. 10'
PLAN VIEW
18"
LENGTH CENTERED UNDER
STORM DRAIN PIPE.
NTS
'BEARING AREAS
THRUST BLOCK DETAIL
NTS
3' J.
SECTION A —A
NOTE
1. FITTINGS SHALL BE RESTRAINED
USING MEGALUGS STAINLESS STEEL
77E RODS; OR RESTRAINED JOINT PIPE,
AS APPROVED BY ENGINEER.
2. BEARING AREAS (AI DE/ERMINED
BY ACTUAL SOIL CONDITIONS.
SHOULD BE BASED ON 200 PSI.
TEST PRESSURE. SEE CHART BELOW.
PIPE
RESULTANT THRUST AT FITTINGS AT 200 PSI WATER PRESSURE
TOTAL POUNDS,
NOM. PIPE DIAMETER 45' BEND
4 INCH 2770
B INCH 5724
B INCH 9848
10 INCH 14812
12 INCH 20948
THE FOLLOWING OFTEN —USED SOIL VALUES FOR THE DEPTHS OF 4 FEET ARE LISTED ONLY AS
A GUIDE. THE ENGINEER SHOULD SELECT THESE BEARING VALUES FOR EACH SOIL TYPE AND
DEPTH OF COVER ENCOUNTERED ON THE SPECIFIC PIPELINE PROJECT. Af'PROF'R417E S4FE/Y
FACTORS SHOULD BE APPLIED 70 COVER FUTURE CHANGES IN PIPE DEPTH, SOIL BEARING
CAPACITIES, ETC.
SOIL BEARING LOAD (Ibs /so.k.) � NO RESPONSIBILITY CAN BE ASSUMED
MUCK 0 FOR THE ACCURACY OF THE DATA IN
SOFT CLAY 1,000 THIS TABLE DUE TO THE WIDE VARIATION
OF BEARING LOAD CAPABILITIES FOR EACH
SILT 1,500 SOIL TYPE.
SANDY SILT 3,000
SAND 4,000
SANDY CLAY 6,000
HARD CLAY 9,000
VERTICAL ADJUSTMENT OF
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Kimley -Horn
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NC License /17-0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
c 2012
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NOT FOR CONSTRUCTION
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GENERAL NOTES
PROJECT NOTES
A)
THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC CONTROL
1)
TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT. TO A TRENCH
14) FLAGGER(S) AND FLAGGER AHEAD SYMBOL SIGN(S) (W20 -7) MAY BE REQUIRED TO DIRECT
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DEVICES, SIGNS, BARRICADES, WARNING AND /OR CHANNELIZING DEVICES FOR WORK SITES AND DETOUR ROUTES
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TRAFFIC THROUGH CONSTRUCTION ZONE DURING PAVEMENT DEMOLITION AND /OR CONSTRUCTION
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THE LOCATION AND POSITIONING OF THESE BARRICADES, SIGNS, ETC. SHALL BE APPROVED BY THE ENGINEER.
2)
PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE PROJECT.
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B)
THE CONTRACTOR SHALL CONTACT THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
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THEY ARE TO BE USED AT SPECIFIC LOCATIONS AS REQUIRED BY THE DETAILS OF THE
15) THE CONTRACTOR SHALL REMOVE ANY CONFLICTING PAVEMENT MARKINGS.
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TWO WEEKS PRIOR TO BEGINNING ANY WORK THAT WILL REQUIRE THE PLACEMENT OF SIGNS OR OTHER
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TRAFFIC CONTROL PLANS.
16) THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MARKINGS WHICH HAVE BEEN
TRAFFIC CONTROL DEVICES. CONTACT MUST BE IN WRITING TO THE MANAGER, TRANSPORTATION
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OBLITERATED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH DAY'S OPERATIONS.
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ENGINEERING DIVISION, WITH CURRENT TELEPHONE CONTACT. PRIOR TO REVISING TRAFFIC LANES WHICH REQUIRE
3)
MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES SHALL BE 50 FT. IN TANGENT
19
SIGNAL REVISIONS, THE CONTRACTOR SHALL NOTIFY THE NCDOT IMPLEMENTATION SECTION MANAGER
Of
AREAS, 25 FT. IN TAPERS AND IN RADII ON PARK ROAD AND 40 FT. IN TANGENT AREAS,
17) CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROADWAY SIMULTANEOUSLY WITHIN
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A MINIMUM OF 30 CALENDAR DAYS IN ADVANCE. THE TRAFFIC LANES SHALL NOT BE SHIFTED UNTIL THE REQUIRED
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20 FT. IN TAPERS.
SIGNAL REVISION / SHIFT IS COMPLETE AND READY FOR ACTIVATION.
THE SAME AREA UNLESS BEHIND GUARDRAIL OR BARRIER, SEE NOTE 13.
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4)
WHEN USING TYPE III BARRICADES WITH SIGN R11 -2 ATTACHED, BARRICADES SHALL BE
18) INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL BUSINESSES AND DWELLINGS
C)
THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL— MAINTAINED
OF SUFFICIENT LENGTH TO CLOSE ROADWAY PER NCDOT STD 1145.01.
AFFECTED BY THE PROJECT. SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS AND BUS
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STOPS.
SIGNS, BARRICADES, WARNING AND /OR CHANNELIZING DEVICES. ON CONNECTING ROADS, ALL BARRICADES,
5)
CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR
SIGNS, WARNING, AND /OR CHANNELIZING DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED
MENOMONEE
A VERTICAL CREST OR HORIZONTAL CURVE, THE WORK AREA SHALL BE EXTENDED SO
19) ALL TRAVEL LANES SHALL REMAIN OPEN DURING PERIODS OF CONSTRUCTION INACTIVITY,
AS REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER.
THAT LANE CLOSURE BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING SIGHT
UNLESS OTHERWISE INSTRUCTED BY ENGINEER.
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THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC ON ALL PORTIONS OF THIS PROJECT, UNLESS
DISTANCE IS MET.
20) DURING THE HOURS OF 6:00 AM -9:00 AM AND 4:30 PM -6:30 PM MONDAY THRU FRIDAY,
OTHERWISE SPECIFIED HEREIN, AND WILL BE REQUIRED TO PROVIDE PROPERTY OWNERS AND TENANTS ACCESS
CONSTRUCTION OR MAINTENANCE WORK WHICH INVOLVES CLOSURE OF A TRAVEL LANE WILL
TO THEIR PROPERTY THROUGHOUT THE PROJECT, INCLUDING INGRESS AND EGRESS FOR BUSINESSES.
6)
POLICE OFFICERS MAY BE REQUIRED TO CONTROL TRAFFIC DURING CONSTRUCTION HOURS
NOT BE ALLOWED ON THOROUGHFARE STREETS EXCEPT FOR EMERGENCY SITUATIONS OR WITH
AS DIRECTED BY THE ENGINEER.
APPROVAL FROM NCDOT.
E)
TRAFFIC CONTROL PLANS (TCP) FOR THIS PROJECT CONSIST OF SEVERAL TYPICAL DRAWINGS AND STANDARDS
SHOWING TRAFFIC CONTROL DEVICES TO BE USED WHERE VARIOUS TYPES OF CONSTRUCTION ACTIVITIES ARE
7)
WHEN TRAFFIC PROCEEDS THROUGH OR ADJACENT TO CONSTRUCTION ACTIVITY OR A
OCCURRING ON THE PROJECT. THESE DRAWINGS ARE FOR TYPICAL SITUATIONS AND SHOULD BE ADAPTED TO
WORK ZONE, FLAGGER(S) AND FLAGGER SYMBOL SIGN(S (W20 -7) SHALL BE USED AS
CONSTRUCTION PHASING
THE ACTUAL FIELD CONDITIONS. UNFORESEEN FIELD SITUATIONS, MAY PREVENT THE ADAPTION OF THE
DIRECTED BY THE ENGINEER TO SLOW AND /OR STOP TRAFFIC AND DIRECT IT THROUGH
PRESCRIBED TYPICAL DRAWING OR STANDARD EXACTLY AS SHOWN. THE CONTRACTOR, AT THE DIRECTION OF
THE WORK AREA. SIGN W20 -7A SHALL NOT BE DISPLAYED EXCEPT WHEN FLAGGER IS
THE ENGINEER, SHALL MOVE, SUPPLEMENT, CHANGE, AND /OR REMOVE THE TRAFFIC CONTROL DEVICES
PRESENT.
TRAFFIC CONTROL SEQUENCE
ASSOCIATED WITH THESE TYPICAL DRAWINGS AND /OR STANDARD DRAWINGS TO ENSURE THAT THE MOTORIST
CAN PASS THROUGH THE CONSTRUCTION AREA IN A SAFE AND EFFICIENT MANNER.
8)
THE CONTRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT TO
PROPOSED PAVING OPERATION
PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL INSTALL WORK ZONE ADVANCE WARNING SIGNS
F)
CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL DRAWINGS OR STANDARDS BE USED IN
.
IN ACCORDANCE WITH THE 2012 NCDOT ROADWAY STANDARD DRAWINGS (RSD).
ONE AREA OF CONSTRUCTION. CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL BE MOVED,
SUPPLEMENTED, CHANGED, OR REMOVED AS REQUIRED BY THE CONSTRUCTION PHASING OF THE PLANS. THE
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CONTRACTOR SHALL SUPPLY AND INSTALL ALL TEMPORARY PAVEMENT MARKINGS AS
LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER TO ENSURE THAT THE
SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. SEE NOTES 15 AND 16.
MOTORIST DOES NOT RECEIVE FALSE INFORMATION WHEN TWO OR MORE TYPICALS AND /OR ROADWAY
PHASE 1
STANDARD DRAWINGS OVERLAP.
10)
THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE
WHILE MAINTAINING AT LEAST ONE THROUGH LANE IN EACH DIRECTION, THE CONTRACTOR SHALL:
CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN
G)
TEMPORARY OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ARE NORMALLY
SEQUENCE. WHEN A CONSTRUCTION PHASE IS DIVIDED INTO STEPS, THE CONTRACTOR
STEP 1: PLACE ADVANCE WARNING SIGNS ACCORDING TO NCDOT RSD. 1101.01
USED FOR SHORT —TERM OPERATIONS TO WARN AND GUIDE TRAFFIC THROUGH OR AROUND CONSTRUCTION
SHALL COMPLETE THE REQUIREMENTS OF EACH STEP IN SEQUENCE. (EXAMPLE: THE
AREAS WITHIN A CONSTRUCTION ZONE. OPERATIONAL SIGNS SHALL BE INSTALLED PRIOR TO THE START OF
REQUIREMENTS OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO PHASE 11;
STEP 2: USING NCDOT RSD. 1101.02, INSTALL TEMPORARY TRAFFIC CONTROL DEVICES ALONG WESTBOUND
OPERATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. SIGNS SHALL BE MAINTAINED IN
THE REQUIREMENTS OF STEP 1 OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING
CARVING TREE LANE (DOWNSTREAM SIDE OF CULVERT CONSTRUCTION) ACCORDING TO SHEET C -10.
PROPER POSITION AND KEPT CLEAN AND LEGIBLE AT ALL TIMES. INSTALL SAND BAG BALLAST, OR OTHER
TO STEP 2 OF PHASE 1). ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL BE
MAINTAIN TWO —WAY TRAFFIC AT ALL TIMES, USING FLAGGER CONTROL ( NCDOT RSD. 1101.02) WHEN
APPROVED DEVICES TO PREVENT MOVEMENT OF SIGNS BY WIND OR PASSING VEHICLES AS NEEDED, SIGNS
NECESSARY.
SHALL BE REMOVED WHEN NOT APPLICABLE. THE BOTTOM OF THE SIGN SHALL BE A MINIMUM OF 1 FOOT
PERFORMED BY THE CONTRACTOR, EXCEPT WHERE IT IS SPECIFIED FOR CERTAIN WORK
ABOVE THE PAVEMENT SURFACE.
TO BE PERFORMED BY OTHERS.
STEP 3: CONSTRUCT TEMPORARY SHOULDER BERM AND PAVEMENT AS NECESSARY ACCORDING TO SHEET C -10
H)
WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE
11)
THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5
WHILE CONSTRUCTING DOWNSTREAM SIDE OF PROPOSED DOUBLE BARREL RC BOX CULVERT. CULVERT
CONSTRUCTION SHALL BE PERFORMED ACCORDING TO THESE PLANS (SEE KEY MAP THIS SHEET FOR
REQUIRED SIGNS, BARRICADES, WARNING, AND /OR CHANNELIZING DEVICES ARE INSTALLED AND APPROVED
MINUTES AT A TIME IN ANY ONE DIRECTION.
CULVERT CONSTRUCTION SHEETS). CONTRACTOR TO ENSURE POSITIVE DRAINAGE THROUGHOUT
BY THE ENGINEER.
CONSTRUCTION AND COMPLY WITH EROSION AND SEDIMENTATION CONTROL PLANS AND SEQUENCE
12)
BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN
SHOWN IN SHEETS C -11 TO C -13 OF THESE PLANS.
1)
ANY EXISTING PAVEMENT MARKINGS DETERMINED BY THE ENGINEER TO BE MISLEADING OR IN CONFLICT
AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN EDGE OF PAVEMENT
WITH THE TRAFFIC CONTROL PLAN SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR PRIOR TO
DROP —OFF AS FOLLOWS:
PHASE 2
PROCEEDING WITH ANY CONSTRUCTION ACTIVITY.
J) ALL TEMPORARY PAVEMENT MARKINGS APPLIED BY THE CONTRACTOR SHALL BE IN PAINT OTHERWISE
SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS.
K) THE CONTRACTOR MUST HAVE A MINIMUM OF TWO FLAGGERS PRESENT DURING ALL PERIODS OF
CONSTRUCTION ACTIVITY TO ASSIST IN THE MOVEMENT OF TRAFFIC THROUGH THE WORK AREA.
ADDITIONAL FLAGGERS MAY BE REQUIRED AS DIRECTED BY THE ENGINEER OR NCDOT. ALL FLAGGERS
UTILIZED ON PROJECT MUST BE CERTIFIED.
L) FLAGGERS' ATTIRE SHALL INCLUDE A FLUORESCENT ORANGE VEST, SHIRT, OR JACKET WORN AS THE
OUTER LAYER OF CLOTHING. THE FLAGGER SHALL BE EQUIPPED WITH A STOP /SLOW PADDLE
(SEE MUTCD, PART IV, SECTION 6F -2, PAGE 6F -1) AND NCDOT 1150.01.
M) RED FLAGS WILL BE ACCEPTABLE IN LIEU OF THE PADDLE IN EMERGENCY SITUATIONS ONLY. FLAGGERS,
PROPERLY EQUIPPED AND INSTRUCTED, WILL BE PROVIDED BY THE CONTRACTORS AND STATIONED AT
THE LOCATIONS SPECIFIED OR AS DIRECTED BY THE ENGINEER. A FLUORESCENT ORANGE CAP MAY BE REQUIRED.
N) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATION.
0) NOTIFY THE NCDOT DIVISION TRAFFIC ENGINEER IF ANY WORK IS TO BE PERFORMED WITHIN 500' OF ANY TRAFFIC
SIGNAL.
N) NOTIFY THE NCDOT DIVISION TRAFFIC ENGINEER 48 HRS PRIOR TO PRE — LINING AND FINAL APPLICATION OF
MARKINGS.
BACKFILL DROP —OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED
LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP —OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED
LIMITS LESS THAN 45 MPH.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER, AT
NO EXPENSE TO THE TOWN.
FOR FURTHER DETAIL, SEE DETAIL A FOUND ON SHEET TCP -3
13) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED
BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED OR AS
DIRECTED BY THE ENGINEER.
WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL
LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO.
1101.04 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR A LANE
CLOSURE IS INSTALLED.
WHILE MAINTAINING AT LEAST ONE THROUGH LANE IN EACH DIRECTION, THE CONTRACTOR SHALL:
STEP 1: USING NCDOT RSD. 1101.02, INSTALL TEMPORARY TRAFFIC CONTROL DEVICES ALONG EASTBOUND
CARVING TREE LANE (UPSTREAM SIDE OF CULVERT CONSTRUCTION) ACCORDING TO SHEET C -10,
MAINTAIN TWO —WAY TRAFFIC AT ALL TIMES, USING FLAGGER CONTROL ( NCDOT RSD. 1101.02) WHEN
NECESSARY.
STEP 2: SHIFT TRAFFIC ACCORDING TO NCDOT RSD. 1101.02 AND SHEET C -10 ONTO TEMPORARY
SHOULDER CONSTRUCTED IN PHASE 1. PROVIDE FLAGGER CONTROL AS NECESSARY ACCORDING TO
NCDOT RSD. 1101.02.
STEP 3: CONSTRUCT UPSTREAM SIDE OF PROPOSED DOUBLE BARREL RC BOX CULVERT ACCORDING TO SHEET
C -10. CULVERT CONSTRUCTION SHALL BE PERFORMED ACCORDING TO THESE PLANS (SEE KEY MAP
THIS SHEET FOR CULVERT CONSTRUCTION SHEETS). CONTRACTOR TO ENSURE POSITIVE DRAINAGE
THROUGHOUT CONSTRUCTION AND COMPLY WITH EROSION AND SEDIMENTATION CONTROL PLANS AND
SEQUENCE SHOWN IN SHEETS C -11 TO C -13 OF THESE PLANS.
STEP 4: REMOVE TEMPORARY SHOULDER PAVEMENT (AS NECESSARY) AND FINALIZE SHOULDER CONSTRUCTION
TO DESGINATED SLOPES AS SHOWN IN CULVERT CONSTRUCTION SHEETS IN THESE PLANS (SEE KEY
MAP THIS SHEET FOR CULVERT CONSTRUCTION SHEETS). CONTRACTOR TO ENSURE POSITIVE DRAINAGE
THROUGHOUT CONSTRUCTION AND COMPLY WITH EROSION AND SEDIMENTATION CONTROL PLANS AND
SEQUENCE SHOWN IN SHEETS C -11 TO C -13 OF THESE PLANS.
NOTE: PERFORM PHASES 1 AND 2 FOR CULVERT CONSTRUCTION ON LEATHERWOOD LANE PRIOR TO
PROCEEDING TO PHASE 3. SEE SHEET C -10 FOR LEATHERWOOD LANE CULVERT CONSTRUCTION.
PHASE 3
STEP 1: REMOVE ALL TRAFFIC CONTROL DEVICES AND OPEN LANES TO TRAFFIC.
TRAVELWAY
DETAIL 'A'
1 INCH
WORK ZONE
N.T.S.
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1- 800 - 632 -4949
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Kimley -Horn
and Associates, Inc
NC License /F -0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
C 2012
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NOTE: CONSTRUCT PHASE 1A PRIOR TO THE CONSTRUCTION OF PHASE 1 B.
APpRUX. DIREC SS
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PHASE 1 CONSTRUCTION - CARVING TREE LANE
15' TRAVEL EX.q
LANE (MIN)
TEMP. FLAGGER
CONTROL PER
NCDOT RSD 11D1.02
--A
PH. 2
CONSTRUCTION C 1
APx. o1erlCiv _
SAN. 5W SS
DROP ) 1,
RIM- 573,80 C3
INV.-571.65 IN
INV: 571.60 OUT
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NCDOT RSD 11 01.02
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PHASE 2 - TYPICAL SECTION "B"
CONSTRUCTION ON CARVING TREE LANE
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NOTE: CONTRACTOR TO MAINTAIN 2:1 MAXIMUM TEMP. SLOPES OR
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SS, SA I,
MAINTAIN TRAFFIC FLOW
BOTH DIRECTIONS USING
FLAGGER CONTROL
TEMP. PAVEMENT
- PHASE 2
EXISTING
GROUND
CULVERT
CONSTRUCTION
FROM PHASE 1B.
GRAPHIC SCALE IN FEET
0 10 20 40
BEFORE YOU DIG!
CONTACT ONE —CALL CENTER
1- 800 - 632 -4949
Emm"
Kimley -Horn
and Associates, Inc
NC License /F -0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
C 2012
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NC License /F -0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
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EROSION CONTROL NOTES:
TOTAL DISTURBED AREA = 1.0 ACRES (f)
ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.
CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION
CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE DURATION OF CONSTRUCTION
OR UNTIL FINAL INSPECTION AND APPROVAL. MAINTENANCE SHALL BE IN ACCORDANCE WITH
THE APPROPRIATE STATE EROSION AND SEDIMENT CONTROL ORDINANCES.
TOPSOIL SHALL BE SALVAGED AND STOCKPILED SEPERATE FROM THE OTHER SPOIL
MATERIAL. ANY TOPSOIL THAT IS TO BE PLACED BACK OVER THE SITE IS ACCOUNTED FOR
IN THE FINAL GRADES SHOWN.
TREE /SHRUB REMOVAL SHALL BE IN ACCORDANCE WITH THE GENERAL NOTES. ALL DEBRIS
FROM CLEARING OPERATIONS SHALL BE DISPOSED OF IN A LEGAL MANNER.
THE LIMITS OF CLEARING SHOWN ON THE GRADING AND EROSION CONTROL PLAN IS BASED
ON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS.
CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING
GRADE. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1
IF FIELD CONDITIONS WARRANT GRADING OUTSIDE OF THE CONSTRUCTION LIMITS AS DEFINED IN
THE GENERAL NOTES, PERMISSION MUST BE OBTAINED FROM THE TOWN ENGINEER AND
AFFECTED PROPERTY OWNERS. CONTACT THE PROJECT EROSION CONTROL INSPECTOR TO
ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO OFF —SITE
GRADING.
DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE
TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE
AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. WHEN PLACING
EXCAVATED SOIL ON PAVEMENT FIRST COVER PAVEMENT WITH SCREENINGS.
ADDITIONAL EROSION CONTROL MEASURES AND CONSTRUCTION ENTRANCES /EXITS MAY BE
REQUIRED BASED ON FIELD CONDITIONS.
MAINTENANCE PLAN:
1. INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND AFTER RAINFALL EVENTS. NEEDED
REPAIRS SHALL BE MADE IMMEDIATELY.
2. MAINTAIN EROSION CONTROL DEVICES AS FOLLOWS:
*TEMPORARY SILT FENCE— REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. AVOID UNDERMINING THE FENCE.
*TEMPORARY CHECK DAM— REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION. ADD STONE TO DAMS AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
*STORM DRAIN INLET PROTECTION— REMOVE SEDIMENT AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL.
*TEMPORARY DIVERSION DITCH— 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.
*GRAVEL AND RIPRAP BASIN— REMOVE SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH
OF THE TRAP. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION TO ENSURE IT IS
A MINIMUM 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT.
*TEMPORARY SLOPE DAM— 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.
*TEMPORARY ROCK DAM— CHECK ROCK DAM AFTER EACH RAINFALL. REMOVE SEDIMENT
AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO ONE —HALF THE
DESIGN VOLUME.
*INLET PROTECTION —ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION.
INEFFECTIVE PROTECTION PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND
THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING.
3. CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 21
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT
GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION.
ALL GRADED AREAS WILL BE SEEDED, FERTILIZED, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A CIGOROUS, DENSE, BEGETATIVE
COVER. PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO
PROJECT COMPLETION ACCEPTANCE.
4. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS
BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A
DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL APPLICATION.
WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD
SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE
REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A
SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER
SEDIMENT IS REMOVED IN THIS MANNER.
5. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN
15 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO
LONGER NEEDED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM
THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO
PREVENT FURTHER EROSION AND SEDIMENTATION.
GENERAL CONSTRUCTION SEQUENCE:
THE CONTRACTOR SHALL SET UP A PRE — CONSTRUCTION CONFERENCE ONSITE WITH THE
EROSION CONTROL INSPECTOR TO DISCUSS THE PROJECT. THE CONTRACTOR SHALL SCHEDULE
A MEETING A MINIMUM OF 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY.
THE CONTRACTOR SHALL INSTALL ALL TREE PROTECTION FIRST THEN ALL EROSION AND
SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH THE PLANS PRIOR TO
UNDERTAKING ANY LAND — DISTURBING ACTIVITIES, CLEARING ONLY AS NECESSARY TO INSTALL
THESE MEASURES.
THE CONTRACTOR SHALL SCHEDULE AN ON —SITE INSPECTION BY AN NCDENR INSPECTOR AND
BEGIN CLEARING, GRUBBING, AND ROUGH GRADING AFTER INSPECTOR APPROVES EROSION
CONTROL MEASURES.
THE CONTRACTOR SHALL STABILIZE THE SITE AS AREAS ARE BROUGHT UP TO FINISHED
GRADE.
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF
AGRICULTURE, AND U.S. SOIL CONSERVATION SERVICE.
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE
CONTACT WITH THE NCDENR EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
ALL EARTH MOVING EQUIPMENT SHALL BE SERVICED PRIOR TO WORK COMMENCING EACH DAY.
EQUIPMENT SHALL BE MAINTAINED TO PREVENT FUEL, OIL, AND LUBRICANT SPILLS IN THE
VICINITY OF A STREAM.
PERMANENT VEGETATION SHALL BE INSTALLED IN CONJUNCTION WITH TEMPORARY SEEDING IF
CONSTRUCTION OCCURS DURING THE SPECIFIED SEASONS IN THE VEGETATION PLANS AND
SPECIFICATIONS. IF NOT, PERMANENT VEGETATION SHALL BE PLANTED DURING THE SPECIFIED
SEASON.
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WIRE FENCING
WOVEN FILTER FABRIC
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GENERAL NOTES:
1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE
THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL
TYPE.
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12"
STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
AREAS.
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
-STEEL POST
WIRE FENCING
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MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
NOT TO SCALE
C.
HIGH HAZARD TEMPORARY SILT FENCE
PERMANENT SEEDING
COMMON NAME
BOTANICAL NAME
PERCENTAGE
TALL FESCUE
Festuco arundinoceo
75
HARD FESCUE
Festuco brevipilo
20
KENTUCKY BLUEGRASS
Poo protensis
5
APPLICATION RATE 200 LBS /ACRE
SOIL AMENDMENTS
APPLY SOIL AMENDMENTS ACCORDING TO THE FOLLOWING TABLE AT 1000 LBS /ACRE:
N2 10
P 205 10
K 20 10
APPLY LIME AT 2000 LB /ACRE.
MULCH
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY 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 PER SECTION 6.10 OF NCDENR
EROSION AND SEDIMENT CONTROL DESIGN MANUAL.
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PERMANENT SEEDING SCHEDULE
FOR ATE L WINTER AND
SOIL AMENDMENTS:
LY SPRING:
F
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
CHECKED BY:
AND 750 LB /ACRE 10 -10 -10 FERTILIZER
SEEDING MIXTURE:
MULCH:
RYE (GRAIN) - 120 LB /ACRE
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB /ACRE
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DURATION
TOOL
OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE)
MAINTENANCE:
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REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES:
EROSION OR OTHER DAMAGE
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SOIL AMENDMENTS:
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SEEDING MIXTURE:
GERMAN MILLET - 40 LB /ACRE
MULCH:
(A SMALL - STEMMED SUDANGRASS MAY BE
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB /ACRE)
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
SEEDING DATES:
MAY 1 - AUG. 15
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL:
SOIL AMENDMENTS:
r/
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB /ACRE 10 -10 -10 FERTILIZER
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB /ACRE
MULCH:
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES:
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30
TOOL
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB /ACRE OF NITROGEN IN
0
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB /ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDENR
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL ( ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING
SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES
OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11
TEMPORARY SEEDING SCHEDULE
4
GENERAL NOTES:
1. UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE
INLET.
2. DRIVE 5 -FOOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUNDING THE
INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A
MAXIMUM OF 4 FEET 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 -FOOT FLAP NCDOT #5
OF THE WIRE MESH UNDER THE WASHED
GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5
OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES
AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE NCDOT #5
ACCUMULATED SEDIMENT, AND WASHED
ESTABLISH FINAL GRADING
ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
4' MAX.
HARDWARE CLOTH AND GRAVEL
INLET PROTECTION
PLAN VIEW OF ROOT ZONE
FOR PRUNING SEE
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
ONE FOC
INCH OF
OR 1/2
WHICHEVI
NO CLEARING OR GRUBBING ALLOWED
UNDER DRIP LINE OR WITHIN
PROTECTION AREA.
2 "x4" STANDARDS + 1"x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
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NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. TREE PROTECTS MAY BE MODIFIED AT THE DISCRETION OF THE ENGINEER.
TEMPORARY TREE PROTECTION
,RKMULCH,PLACE BARK
AT AREAS NOT
:TED BY BARRIER IF
RUCTION TRAFFIC INTERF
ERES WITH TREE ROOTS.
,,.LL PROTECTION FENCE
Temp Ditch Perm Ditch
DITCH Area Velocity Reinforcement Reinforcment
(acres) (ft /s) (lb /ft2) (lb /ft2)
313 Hillcrest Drive 2.40 5.55 -- 2.43
NOTES:
1. TURF REINFORCEMENT MAT SHALL MEET THE INDIVIDUAL SPECIFICATIONS FOR SHEAR STRESS
(LB/FT2) INDICATED ABOVE AND BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS.
TURF REINFORCEMENT MAT 7
SPECIFICATIONS
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Kimley -Horn
and Associates, Inc
NC License /F -0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
C 2012
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2.CONSTRUCT OUTLET PROTECTION IF NEEDED.
3.CONSTRUCT IMPERVIOUS DIKE UPSTREAM OF WORK AREA TO
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BYPASS PUMPING FOR CULVERT CONSTRUCTION
THE IMPERVIOUS DIKE SHALL NOT PERMIT SEEPAGE OF WATER INTO
THE CONSTRUCTION SITE OR CONTRIBUTE TO SILTATION OF THE
STREAM. THE IMPERVIOUS DIKE SHALL BE CONSTRUCTED OF AN
ACCEPTABLE MATERIAL IN THE LOCATIONS NOTED ON THE PLANS OR
AS DIRECTED BY THE ENGINEER.
ACCEPTABLE MATERIALS SHALL INCLUDE BUT NOT BE LIMITED TO
SHEET PILES, SANDBAGS, AND /OR THE PLACEMENT OF AN
ACCEPTABLE SIZE STONE LINED WITH POLYPROPYLENE OR OTHER
IMPERVIOUS FABRIC.
EARTH MATERIAL SHALL NOT BE USED TO CONSTRUCT AN
IMPERVIOUS DIKE WHEN IT IS IN DIRECT CONTACT WITH THE STREAM
UNLESS VEGETATION CAN BE ESTABLISHED BEFORE CONTACT WITH
THE STREAM TAKES PLACE.
NOTES
1. AN ENERGY DISSIPATOR FOR PUMP AROUND HOSE SHALL BE USED
WHEN PUMPING CLEAN WATER AROUND THE WORK AREA.
2.DEWATERING DEVICE SHALL BE A SPECIAL STILLING BASIN PER
NCDOT 1630.06 AND SHALL BE USED WHEN PUMPING SEDIMENT
LADEN WATER FROM THE WORK AREA.
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1- 800 - 632 -4949
Emm"
Kimley -Horn
and Associates, Inc
NC License /F -0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
C 2012
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PROJECT #:
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1.0'
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WELL GRADED MIX
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FOOTER BED. 6" DEPTH OF #57 STONE
NONWOVEN GEOTEXTILE FABRIC, TYP.
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TIE IN VANE ARM
EL = 557.30
HEADER BOULDERS
SEE BLOWUP IN
VIEW "A" BELOW
BOULDERS IN VANE ARM SHOULD NOT BE
GAPPED OR HAVE ANY SIGNIFICANT SPACES
HEADER BOULDER ,TYP.
SEE PROFILE FOR ELEVATION
FLOW
RIPRAP APRON. SEE
DETAIL, THIS SHEET
NONWOVEN GEOTEXTILE
FABRIC, TYP.
BANKFULL
FLOW
EXISTING GROUND SLOPE (S)
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DEPTH (D)
21.0' APRON 7'X7'
BEGIN STEP POOL R. C. BOX CULVERT
SEE DETAIL, THIS FLOW 1.0' DEEP ON —SITE
SHEET
SOIL INVERT IN
CULVERT
2.0'
WELL GRADED MIX-j FILTER FABRIC
OF 2 " -24" STONE UNDER RIP RAP
SECTION B —B
RIPRAP APRON 2
LEATHERWOOD LANE
FOOTER BOULDERS
BOULDERS IN VANE ARM SHOULD
NOT BE GAPPED OR HAVE ANY
SIGNIFICANT SPACES
SECTION B —B
RIPRAP APRON. SEE
DETAIL, THIS SHEET
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MINIMUM BOULDER DIMENSIONS
ROCK CROSS VANE CRITICAL DIMENSIONS
HEIGHT
LENGTH
WIDTH
LEATHERWOOD LN.
1 2'
3'
3'
NOTES:
1. DEEPEST PART OF POOL TO BE IN LINE WITH THE END OF THE
ARMS.
2. DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS.
3. VOID SPACES BETWEEN BOULDERS SHALL BE PLUGGED WITH
APPROPRIATE SIZED STONE.
4. COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE DIRECTION
OF THE ENGINEER.
5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
6. FILTER FABRIC AND BACKFILL TO BE SECURED AROUND THE VANE
CROSS ARMS AND TIED INTO THE VANE ARMS TO PREVENT FLOW
AROUND THE CROSS ARMS.
STEP POOL
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LEATHERWOOD LANE
FLOW
=TAIL,
PLACE RIPRAP TO
TOP OF EX. BANK.
TIE TO EX. GRADE
SET TO ELEVATION
SPECIFIED IN THE PROFILE
FOR EACH CROSS ARM
SECTION C —C
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1- 800 - 632 -4949
Kimley -Horn
and Associates, Inc
NC License /F -0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
C 2012
ENOTFOR PLANS
ONST RUCTION
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18'
VANE
ARM LENGTH L
25'
BASE
WIDTH (B)
4'
VANE
ARM SLOPE (S)
4%
TIE -IN DEPTH D
4'
NOTES:
1. DEEPEST PART OF POOL TO BE IN LINE WITH THE END OF THE
ARMS.
2. DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS.
3. VOID SPACES BETWEEN BOULDERS SHALL BE PLUGGED WITH
APPROPRIATE SIZED STONE.
4. COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE DIRECTION
OF THE ENGINEER.
5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
6. FILTER FABRIC AND BACKFILL TO BE SECURED AROUND THE VANE
CROSS ARMS AND TIED INTO THE VANE ARMS TO PREVENT FLOW
AROUND THE CROSS ARMS.
STEP POOL
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LEATHERWOOD LANE
FLOW
=TAIL,
PLACE RIPRAP TO
TOP OF EX. BANK.
TIE TO EX. GRADE
SET TO ELEVATION
SPECIFIED IN THE PROFILE
FOR EACH CROSS ARM
SECTION C —C
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1- 800 - 632 -4949
Kimley -Horn
and Associates, Inc
NC License /F -0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
FAX: [phone]
C 2012
ENOTFOR PLANS
ONST RUCTION
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DATE:
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CHECKED BY:
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DATE:
11/2/12
PROJECT #:
018536008
C -14