20081477 Ver 2_Site Plan_20130213

Strickland, Bev
From: tmurray @wkdickson.com
Sent: Wednesday, February 13, 2013 10:08 AM
To: Strickland, Bev
Subject: DWQ# 08 -1477 Kaplan, 08 -1476 Swift and 08 -1475 Lail Culvert Improvements
Bev
The requested files for the above referenced projects are included in this ftp link. Let me know if you need any
additional information. Thanks
Tom Murray
Files attached to this message
Filename Size
Kaplan 20110927.pdf 39 MB
Lail Swift 20110927.pdf 134 MB
Please click on the following link to download the attachments:
https: // transfer. wkdickson. com /message /aHb63gOXb5lASOhuJuS22J
The attachments are available until: Wednesday, 27 February.
Message ID: aHb63g0
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TOTAL 14
Utility installations and other public facilities, including sidewalks
and handicap ramps are to be constructed on all streets as
specified by City Coae. These facilities have �e:n approved by
the City of Raleigh and shall be installed unles change is
authorized by written approval. Public Sanitary Sewer
Easements are to be recorded prior to final acceptance.
Transportation Services
Public Utilities
Stormwater
Planning
Plans Drawn By: RHN
Plans Prepared By:
Thomas L. Murray, PE
CAD File Path:
0: \Projects \Raleigh \6031900RA \CADD\LDD \dwg
2011
City of Raleigh Stormwater Project Manager:
Veronica High
1W'4MWK
WDICKSON
community infrastructure consultants
PLOT DATE= 9/26/11
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(919) 782 -0495
Office Locations:
North Carolina Georgia
South Carolina
NC LICENSE NO.F -0374
Stormwater Management Division
222 West Hargett Street Raleigh, NC 27602
(919) 996 -3940
J. RUSSELL ALLEN
CITY MANAGER
F)OP
CHARLES C. MEEKER
MAYOR
PHASE NUMBER
SHEET INDEX
NUMBER OF LOTS
COVER
NUMBER OF LOTS BY
PHASE
N/A
- - --
GENERAL
NOTES
N/A
2
EXISTING
CONDITIONS
56 LF*
3
KAPLAN
CULVERT
125 LF*
4
DETAILS
5 -6
TRAFFIC
CONTROL
7 -8
EROSION
CONTROL
9
EROSION
CONTROL DETAILS
10
UTILITY
11
UTILITY DETAILS
12
STRUCTURAL
S1 -S2
TOTAL 14
Utility installations and other public facilities, including sidewalks
and handicap ramps are to be constructed on all streets as
specified by City Coae. These facilities have �e:n approved by
the City of Raleigh and shall be installed unles change is
authorized by written approval. Public Sanitary Sewer
Easements are to be recorded prior to final acceptance.
Transportation Services
Public Utilities
Stormwater
Planning
Plans Drawn By: RHN
Plans Prepared By:
Thomas L. Murray, PE
CAD File Path:
0: \Projects \Raleigh \6031900RA \CADD\LDD \dwg
2011
City of Raleigh Stormwater Project Manager:
Veronica High
1W'4MWK
WDICKSON
community infrastructure consultants
PLOT DATE= 9/26/11
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(919) 782 -0495
Office Locations:
North Carolina Georgia
South Carolina
NC LICENSE NO.F -0374
Stormwater Management Division
222 West Hargett Street Raleigh, NC 27602
(919) 996 -3940
J. RUSSELL ALLEN
CITY MANAGER
F)OP
CHARLES C. MEEKER
MAYOR
PHASE NUMBER
A
NUMBER OF LOTS
N/A
NUMBER OF LOTS BY
PHASE
N/A
NUMBER OF UNITS
N/A
LIVABLE BUILDINGS
N/A
OPEN SPACE
N/A
PUBLIC WATER
56 LF*
PUBLIC SEWER
320 LF*
PUBLIC STREET
125 LF*
PUBLIC SIDEWALK
338 LF*
*REMOVE AND REPLACE EXISTING
Construction Plans of Proposed
II(APLAN CULVERT IMPROVEMENTS
Project No. SM- 2011 -0042
eu Ll LI (DB U NFL IJIJLI M III/l1 ° IE EcJ
CHARLES MEEKER .. ..........................MAYOR
NANCY MCFARLANE
JOHN ODOM
EUGENE WEEKS
THOMAS CROWDER
BONNER GAYLORD
MARY -ANN BALDWIN
RUSS STEPHENSON

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PROPOSED CURB ELEVATION:
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE PROPER
LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN EXISTING PAVEMENT, UNLESS OTHERWISE
NOTED.
DRAINAGE STRUCTURES:
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BE
ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. WEEP HOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE
STRUCTURES. WEEP HOLES SHOULD BE ON 8 FOOT CENTER WITH A MINIMUM OF 1 WEEP HOLE PER WALL. WEEP
HOLES ARE TO BE COVERED ON THE OUTSIDE OF THE STRUCTURE BY WASHED STONE AND FILTER FABRIC.
STATION, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES,
AND THE MIDPOINT OF THE GRATE FOR CATCH BASINS. UPON APPROVAL BY THE ENGINEER, CONTRACTOR MAY
SUBSTITUTE BRICK STRUCTURES WITH PRECAST STRUCTURES.
SUBSURFACE PLANS:
SUBSURFACE INVESTIGATIONS OF A LIMITED SCOPE ARE AVAILABLE FOR THIS PROJECT. CONTACT THE CITY TO
OBTAIN A COPY OF THE GEOTECHNICAL REPORT IF DESIRED. IN ADDITION, THE CONTRACTOR SHALL MAKE
HIS /HER OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. THE CITY IS NOT RESPONSIBLE FOR
SUBSTRUCTURE CONDITIONS ENCOUNTERED BETWEEN BORING LOCATIONS. CONTRACTOR TO REFERENCE REPORT
ENTITLED "REPORT OF SUBSURFACE INVESTIGATION: PROPOSED CITY OF RALEIGH CULVERT UPGRADES ",
GEOTECHNOLOGIES PROJECT NO. 1 -06- 1861 -EA.
TREES, SHRUBS, AND HEDGES:
THE CONTRACTOR SHALL NOT REMOVE ANY TREES PAINTED AND/OR MARKED FOR REMOVAL E / L UNLESS DIRECTED BY
THE PROJECT INSPECTOR.
THE CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL TREES, SHRUBS AND HEDGES AS
SHOWN ON THE PLANS AND /OR AS DIRECTED BY THE PROJECT INSPECTOR. TREES AND SHRUBS THAT THE
CONTRACTOR IS REQUIRED TO REMOVE ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL SAVE ALL OTHER
TREES, SHRUBS AND HEDGES OUTSIDE THE CONSTRUCTION LIMITS.
THE CONTRACTOR SHALL SATISFACTORILY DISPOSE OF THE SHRUBS AND /OR TREES. WHEREVER TREE ROOTS ARE
IN THE WAY OF EQUIPMENT AND /OR DIRECTED BY THE ENGINEER, ROOT BRIDGING SHALL BE USED TO PREVENT
DAMAGE TO TREE ROOTS FROM EQUIPMENT.
TREE PROTECTION FENCE SHALL BE INSTALLED BEFORE ANY DEMOLITION OR CONSTRUCTION BEGINS IN THE AREA
AND SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETED AND AS DIRECTED BY THE CITY. MAINTAIN
TREE PROTECTION FENCE THROUGHOUT CONSTRUCTION.
TREE PROTECTION FENCES SHALL BE INSPECTED AND APPROVED BY THE CITY.
LIVE STAKINGS NOTE:
LIVE STAKING WILL BE PLANTED ON THE BANKS OF CHANNEL. POSSIBLE TREES THAT WILL BE IN THE LIVE
STAKINGS INCLUDE: WILLOW OAK, RIVER BIRCH, ELDERBERRY, SILKY DOGWOOD, ARROWWOOD VIBERNUM, BEAUTY
BERRY, YELLOW POPLAR, GREEN ASH, AMERICAN SYCAMORE, AND BLACK WILLOW AS SHOWN ON THE PLANTING
PLAN ON SHEET 10,
MAIL BOXES:
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107 -12 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH THE U.S. POSTAL SERVICE.
SIDE SLOPES:
LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD DRAWINGS. SEE TYPICAL
CROSS SECTION DETAIL ON SHEET 10. THE MAXIMUM FILL SLOPE SHALL NOT EXCEED A 2:1 (HORIZONTAL TO
VERTICAL) UNLESS DESIGNATED BY THE ENGINEER. CUT SLOPES GREATER THAN 2:1 WILL BE USED ONLY AS
DIRECTED BY THE ENGINEER AND AT THE SPECIFIC LOCATIONS SHOWN ON THE PLANS.
SAW CUTS:
THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT AND /OR CONCRETE SURFACES PRIOR TO REMOVAL UNLESS
OTHERWISE DIRECTED BY THE PROJECT INSPECTOR. SAW CUT WIDTH SHALL BE 1 FOOT MINIMUM FROM THE
EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL PAVEMENT
REQUIRED TO TIE -IN TO FACE OF PROPOSED CURB AND GUTTER.
EXISTING SANITARY SEWER AND WATER LINE:
FOR WATER AND SEWER LOCATES THE CONTRACTOR SHALL CONTACT THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT AT 919 - 857 -4540 OR 919 - 250 -2737.
THE CONTRACTOR SHALL NOT OPERATE ANY WATER VALVES. THE CONTRACTOR SHALL COORDINATE WITH THE
PROJECT INSPECTOR FOR THE OPERATION OF ANY WATER VALVE.
THE PROJECT INSPECTOR FROM THE CITY OF RALEIGH PUBLIC WORKS DEPARTMENT SHALL BE NOTIFIED BY THE
CONTRACTOR 48 HOURS PRIOR TO THE BEGINNING OF WATER AND /OR SANITARY SEWER WORK.
WHERE SANITARY SEWER AND WATER LINES ARE ENCOUNTERED, THE CONTRACTOR SHALL USE CARE IN WORKING
AROUND OR NEAR THEM. IF AN EXISTING SEWER OR WATER LINE IS DAMAGED, THE CONTRACTOR SHALL
IMMEDIATELY REPLACE THE SEWER OR WATER LINE WITH PC 350 DUCTILE IRON PIPE AT HIS EXPENSE IN
ACCORDANCE WITH THE CITY OF RALEIGH UTILITY STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL
REPLACE A MINIMUM OF 10 FEET OF SANITARY SEWER LINE AND /OR WATER LINE WITH PC 350 DUCTILE IRON PIPE
WHEN DRAINAGE PIPE COMES WITHIN 18 INCHES OF SAID LINES VERTICALLY OR 10 FEET HORIZONTALLY.
ALL WATER VALVES, WATER BOXES, WATER METER BOXES, WATER VAULTS, SANITARY SEWER MANHOLES, AND
CLEANOUTS IN THE CONSTRUCTION AREA ARE TO BE ADJUSTED TO THE FINISHED GRADE BY THE CONTRACTOR.
IF THE WATER METERS ARE TO BE RELOCATED HORIZONTALLY, THEY SHALL BE MOVED AS DIRECTED BY THE
PROJECT INSPECTOR. IF RELOCATED METER IS IN DRIVE OR SIDEWALK, CONTRACTOR WILL PROVIDE AND INSTALL
CONCRETE METER BOXES.
WATER AND SEWER LINES ARE TO REMAIN ACTIVE DURING CONSTRUCTION AT ALL TIMES. IF THIS IS NOT
POSSIBLE, THEN CONTRACTOR SHALL FOLLOW CITY OF RALEIGH POLICIES, PROCEDURES, STANDARDS AND
SPECIFICATION MANUAL.
SEWER LATERALS ARE TO BE RECONNECTED PER CITY OF RALEIGH SPECIFICATIONS
STOCKPILING NOTE:
NO ON -SITE STOCKPILING IS TO BE ALLOWED FOR THIS PROJECT.
DATUM:
HORIZONTAL DATUM - NAD 83
VERTICAL DATUM - NAVD 88
CONTROL BENCH MARKS - KAPLAN
#
NORTHING
EASTING
ELEV.
DESCRIPTION
1
737154.12
2085923.15
404.56
NAIL SET BEHIND BACK OF CURB AT SOUTHWEST
INTERSECTION OF KAPLAN DR. AND PINEVIEW DR.
2
736983.45
2085632.29
381.87
NAIL SET BETWEEN BACK OF CURB AND S/W ROUGHLY ON
TOP OF CULVERT UNDER KAPLAN DR. ON N. SIDE OF RD.
3
736541.23
2085480.81
393.96
NAIL SET BEHIND BACK OF CURB AT 5305 KAPLAN DRIVE.
GENERAL UTILITIES NOTES:
CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF RALEIGH
UTILITIES STANDARDS AND SPECIFICATIONS, UNLESS OTHERWISE NOTED.
ALL CONTRACTORS WORKING ON CITY OF RALEIGH PROJECTS ARE REQUIRED TO OWN A COPY OF THE DESIGN
MANUAL AND SHALL KEEP A COPY ON THE JOB SITE AT ALL TIMES.
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND ENSURING UTILITIES ARE
LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL NC ONE -CALL (PREVIOUSLY ULOCO) AT
1- 800 - 632 -4949 FOR UTILITY LOCATING SERVICES 48 HOURS PRIOR TO COMMENCEMENT OF ANY WORK.
CONTRACTOR SHALL VERIFY LOCATION, DEPTH, AND SIZE OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND
AQUISITION OF CONSTRUCTION MATERIALS RELATED TO PUBLIC UTILITY IMPROVEMENTS.
IF THE PROPOSED WATER AND /OR SANITARY SEWER MAIN IS INSTALLED WITHIN 12 INCHES IN ANY DIRECTION
(VERTICALLY OR HORIZONTALLY) FROM GAS MAINS, THE CONTRACTOR SHALL CALL PSNC GAS COMPANY AT
877 - .776 -2427 AND INFORM THEM.
EXISTING SANITARY SEWER LATERAL & WATER SERVICE LOCATIONS, IF SHOWN, ARE APPROXIMATE AND ARE TO BE
FIELD VERIFIED PRIOR TO CONSTRUCTION. NOT ALL WATER AND SEWER LATERALS ARE SHOWN. CONTRACTOR TO
RELOCATE WATER AND SEWER LATERAL SERVICES AS NEEDED.
UTILITY COORDINATION:
CONTRACTOR SHALL CONTACT NC ONE -CALL AT 1- 800 - 632 -4949 FOR UTILITY LOCATIONS PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF RALEIGH UTILITY COORDINATOR OF IMPENDING
WORK. PERMIT APPLICATIONS SHALL BE SUBMITTED TO THE PUBLIC UTILITIES DEPARTMENT (PUD) WHEN THE
PLANS ARE SUBMITTED TO THE PUD.
THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR THE USE OF THE CONTRACTOR IN
PROVIDING PROTECTIONS FOR THE UTILITIES DURING CONSTRUCTION OPERATION. THE CITY, DESIGN CONSULTANT,
AND /OR AGENT SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OR LOCATION, SIZE, DEPTH OR
COMPLETENESS OF THE INFORMATION. BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT
EACH OF THE UTILITY OWNERS IN THE 0
AREA F CONSTRUCTION RELATIVE TO THEIR UTILITY LOCATIONS. THE
E
CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY CONSTRUCTION OPERATIONS AND/OR
RELATED WORK OF THE CONTRACTOR OR HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR
ANY INCONVENIENCE OR DELAY CAUSED BY THE OPERATIONS OF OTHERS PERFORMING THE ABOVE WORK.
NECESSARY ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES, EXCEPT FOR CONTRACT ITEMS, WILL BE
PERFORMED BY THE UTILITY SERVICE PROVIDER. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHERS
IN ORDER TO PROVIDE SATISFACTORY PROGRESS OF THE PROJECT.
PSNC NATURAL GAS REPRESENTATIVE MUST BE CONTACTED PRIOR TO AND DURING ANY CONSTRUCTION WITHIN
THE AREA OF EXISTING GAS MAINS AT 877- 776 -2427.
THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OR RELOCATION OF GAS MAINS WITH PSNC. PSNC MUST
BE NOTIFIED TWO WEEKS IN ADVANCE OF CONSTRUCTION. ALL ADJUSTMENTS AND RELOCATIONS WILL BE
PERFORMED BY PSNC.
A BELL SOUTH REPRESENTATIVE MUST BE CONTACTED PRIOR TO AND DURING ANY CONSTRUCTION WITHIN THE
AREA OF EXISTING BELL SOUTH CABLES.
THE CONTRACTOR SHALL SUPPORT AND PROTECT ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING
TRENCH EXCAVATION AND /OR PIPE INSTALLATION, CONTRACTOR TO USE EXTREME CAUTION WHEN WORKING IN
AREAS NEAR POWER LINES. THE CONTRACTOR SHALL COORDINATE WORKING IN THE AREA OF THE POWER LINES
WITH PROGRESS ENERGY.
EROSION CONTROL:
SEE SHEETS 9 -10 FOR EROSION CONTROL NOTES, PLANS, AND DETAILS
TOTAL DISTURBED AREA: f 0.64 AC
MINIMUM EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE OF THE DESIGNATED EASEMENT AREAS.
STORM DRAINAGE PIPE & GRADING NOTES:
PROJECT TOPOGRAPHY AND EXISTING CONDITIONS GROUND - CONTROLLED SURVEY PROVIDED BY WK DICKSON.
ADDITIONAL POTABLE WATER LINE UTILITIES HORIZONTAL AND VERTICAL LOCATIONS, NOTED ON PLANS, PROVIDED
BY SO DEEP U.S., PC. ADDITIONAL EXISTING TREES, STORM DRAINAGE PIPES & SANITARY SEWERS VERIFICATION
WAS PROVIDED BY WK DICKSON.
PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER SLOPES. HOWEVER, SLOPES SHALL NOT BE DECREASED FROM
THOSE SHOWN ON PLAN WITHOUT PRIOR APPROVAL FROM THE ENGINEER.
ALL STORM DRAINAGE PIPE TO BE CLASS 3 REINFORCED CONCRETE UNLESS OTHERWISE NOTED. PIPE LENGTHS
INDICATED ON PLAN ARE APPROXIMATE ONLY.
NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, TRENCHING, OR OTHER LAND
DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND LIMITS OF GRADING WITHOUT PRIOR APPROVAL FROM THE
PROJECT ENGINEER.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY OF RALEIGH ANY DISCREPANCIES FOUND BETWEEN
ACTUAL CONDITION AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION FROM THE CITY
INSPECTOR PRIOR TO PROCEEDING.
ALL PROPOSED GRADES ARE FINISH GRADES
TRAFFIC CONTROL:
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR
STREETS AND HIGHWAYS (MUTCD) AND THE TRAFFIC CONTROL PLAN SHEETS 7 -8.
#
NUMBER
ABAND
ABANDONED
A
AIR CONDITIONER
A.D.
ALGEBRAIC DIFFERENCE
ASPH
ASPHALT
APPROX
APPROXIMATELY
B/C
BACK OF CURB
BIT
BITUMINOUS
BM
BENCH MARK
BOC
BOTTOM OF CHANNEL
BRG
BEARING
CB
CATCH BASIN
C &G
CURB AND GUTTER
CL
CLEARANCE
C/L
CENTER LINE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CONC
CONCRETE
CONST
CONSTRUCTION
COR
CITY OF RALEIGH
DCB
DOUBLE CATCH BASIN
DB
DEED BOOK
DI
DROP INLET
DIA
DIAMETER
DW
DRIVEWAY
DIM
DIMENSION
E
EAST /EASTING
EA
EACH
ELEV
ELEVATION
EOP
EDGE OF PAVEMENT
ESMT
EASEMENT
ETCB
ELONGATED THROAT CATCH BASIN
ERCP
ELLIPTICAL REINFORCED CONCRETE PIPE
EXIST
EXISTING
F/C
FACE OF CURB
FES
FLARED END SECTION
FH
FIRE HYDRANT
F/L
FLOW LINE
FOC
FIBER OPTIC CABLE
GV
GAS VALVE
HORIZ
HORIZONTAL
INT
INTERSECTION
INV
INVERT
IP
IRON PIN SET
JB
JUNCTION BOX
L
LENGTH
LF
LINEAR FOOTAGE
LT
LEFT
Ib
POUND
LP
LIGHT POLE
LN
LANE
MAX
MAXIMUM
MH
MANHOLE
MIN
MINIMUM
MONO
MONOLITHIC
mph
MILES PER HOUR
MTL
METAL
N
NORTH /NORTHING
NAD 83
NORTH AMERICAN DATUM 1983
NAVD
NORTH AMERICAN VERTICAL DATUM 1988
NTS
NOT TO SCALE
0/H
OVER HEAD
OC
ON CENTER
PAVT
PAVEMENT
PC
PRESSURE CLASS
PERM
PERMANENT
PG
PAGE
PI
POINT OF INTERSECTION
PK
PK NAIL SET
PP
POWER POLE
PROP
PROPOSED
PDE
PERMANENT DRAINAGE EASEMENT
PT
POINT OF TANGENCY
PVI
POINT OF VERTICAL INTERSECTION
PUE
PERMANENT UTILITY EASEMENT
r
RADIUS
RCBC
REINFORCED CONCRETE BOX CULVERT
RCP
REINFORCED CONCRETE PIPE
RD
ROAD
RELOC
RELOCATE
RT
RIGHT
R/W \ ROW
STREET RIGHT OF WAY
S
SOUTH
SAN
SANITARY
SD
STORM DRAIN
SIDE
STORM DRAINAGE EASEMENT
SF
SQUARE FOOT
S/R FENCE
SPLIT RAIL FENCE
SS
SANITARY SEWER
STA
STATION
STD
STANDARD
SW
SIDEWALK
SY
SQUARE YARD
TAN
TANGENT
TCE
TEMPORARY CONSTRUCTION EASEMENT
TEMP
TEMPORARY
TP
TRAVERSE POINT
T/W
TEST WIRE
TYP
TYPICAL
U/G
UNDER GROUND
VC
VERTICAL CURVE
VERT
VERTICAL
VCP
VITRIFIED CLAY PIPE
W
WEST
W/
WI TH
WM
WATER METER
W VAULT
WATER VAULT
WV
WATER VALVE
YI
YARD INLET
60p
SIXTY PENNY NAIL SET
LOD
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031455: I
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and handicap ramps are to be constructed on all streets as
specified by City Code. These facilities have been approved by
the City of Raleigh and shall be installed unless a change is
authorized by written approval. Public Sanitary Sewer
Easements are to be recorded prior to final acceptance.
Transportation Services
Public Utilities
Stormwater
Planning
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-- --
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- -c --
GAS LINE
SANITARY SEWER
—SD-SD-SD-
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— -�- —
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EXIST STRUCTURE
X
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PROPOSED STORM MANHOLE
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TEMPORARY CONSTRUCTION EASEMENT
373
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
sc
PROPOSED SAW CUT
- -
EXISTING PROPERTY LINE
�PDE —PDE—
PERMANENT DRAINAGE EASEMENT
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specified by City Code. These facilities have been approved by
the City of Raleigh and shall be installed unless a change is
authorized by written approval. Public Sanitary Sewer
Easements are to be recorded prior to final acceptance.
Transportation Services
Public Utilities
Stormwater
Planning
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SO SF� 22 S° INV OUT= 371.51 N $Q APPROX. 160' To 5216 KAPLAN DR 2" GUM 18"
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5205 KAPLAN DR / / �, 1 i' / o S' GUM ..-FLOODPLAIN.
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DB 8691, PG 2125 j j ° j tit "�trel• �" - ` 4 '
PIN # 783568931 2 STORY HOUSE
THIS SHEET FOR OVERALL ORIENTATION ONLY-
NO CONTRACT WORK SHOWN ON THIS SHEET
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1. 100 -YEAR EXISTING CONDITIONS FLOODPLAIN.
SEE CITY OF RALEIGH FLOOD STUDY #645.
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DAVID R. & MESCAL'
T. HUNTER
DB 2556, PG 33
PIN # 783567762
BM 1973, VOL. 11, PGI
228
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LOT 18
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NOW OR FORMERLY sow
THOMAS Y. & JOANNE C. NORWOOD
DB 2472, PG 157 so rAF 2$
PIN # 783566776 F P G
BM 1973, VOL. II, PG 228,,o- d- �� P
LOT 17
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\S e� %* F9R; ti G F\ r '
\so ��F Fqs gSFMF1 REMOVE EXISTING -
��� PVC PIPE.
SEE NOTE 9.
NOW OR FORMERLY
CITY OF RALEIGH \ "G" PIvE
DB 3027, PG 320 G \ \L.
PIN IY 783574025
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SEE NOTE 8. 3" 2�
`e \• I \' ! s�L SIMMONS BR is PROPER - ...
SURVEYED TY UNE
SANITARY e / \ ; OtA9 / �J
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,
PAGE "- SEWER PR LE.--'.- ^ — ;
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/ STREAM WITH COMPACTED
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/ - - TOP= 375.70 EROSION CONTROL PLAN
/ INV IN= 369.05 (SW) __` ON SHEET 9 ('INE
_INV IN= 369.05 (NW)
�_- - INV OUT= 369.05
-- - =2" P, NE
-- -.- SEE SHEET 11 FOR
DECK _ SEWER PROFILE.
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REPLACE ASPHALT x
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COR STD 20.21. s Pry fit• -uE v , E r , NEER
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SEE DETAIL 2/5 - ,I 1 4
r \ '= PROP 40 U= OF A '' ti — ........ _R1q% `� - ...-
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1� CISSp pl'i AY r/ ✓L
r ANNEL SEE
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CROSS SECTION ^�. �G OAK s ,,. 11' PiNI: 24" OAK
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PINE
KIST r'♦ A..'l o CITY OF RALEIGH
.. SEE _ 1, TP! } C �� DB X27, PG 320 ? o
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l- J ♦ �` ���� \� 6» PINE: SOIL BORING _.
( CONC ETE \ /
i H 1% ALL .s 7 INE ° \. REMOVE AND B -1. SEE
♦ STOCKPILE 0 REMOVE AND j REPLACE 183 LF NOTE S.
: GRADISPOSE OF EXISTING RIPRAP. .
`• :, �` _- RIPRAP NOT USED FOR RIFFLE OF 5' SIDEWALK
j 2 cH RY AY DE CONTROL SHALL BE COR STD 20.01
EMOVED AND DISPOSED OF. SEE DETAIL 1/,5i,
OVE EXIST HEADWALLS AND 38
F OF TWIN 54 RCP,
KFILL WITH SELECT MATERIAL FILL 2�LF OF EXISTING 16" FINE Lc" �'NE f /
\ 11 .
\ 18" PINE
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)OT CLASS III, TYPE 2) ANDi' � �\ , ,. r1 -�
BACKFILL STABILIZE PER _� �\ ;IK
PACT PER SPECIFICATIONS.
TRACTOR SHALL PROTECT ROSION CONTROL PLAN • -- ! \ 1 ` G
ON SHEET 9 ��'
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;TING WATERLINE AND SHALL >
AIR ANY DAMAGE TO
ERLINE AT NO ADDITIONAL aso v11 ' f
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IT ' - - 16" TINE J
8» GUM - . CONTRACTOR -
PROTECT EXIST PARK a 3 ~�'�, s
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DEPARTMENT. CONTRACTOR SHALL NOT OPERATE ANY WATER
-- ..__._... - --
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VALVES.
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CONTRACTOR SHALL MAINTAIN INGRESS/EGRESS TO RESIDENCES.
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ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE TO CITY OF
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U11UTY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED BY
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DOCUMENT AND VIDEO EXISTING CONDITION OF WOOD FOOT BRIDGE
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CONTRACTOR TO COORDINATE WITH CITY INSPECTOR IF THE SAFETY
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PROP V
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DETAIL
2/6
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GRAVEL, EXCav TED FROM I
EXISTIN
DATUM ELEV
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360.00 0 +00
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PROP CULVERT PROFILE
LINE —K1—
396
394
392
390
388
386
384
382
380
378
376
374
372
370
368
366
364
362
NOTES
1.
CONTRACTOR SHALL COORDINATE ALL WATER AND SEWER
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INTERRUPTIONS WITH THE CITY OF RALEIGH PUBLIC UTILITIES
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DEPARTMENT. CONTRACTOR SHALL NOT OPERATE ANY WATER
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VALVES.
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2.
CONTRACTOR SHALL MAINTAIN INGRESS/EGRESS TO RESIDENCES.
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3.
ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE TO CITY OF
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RALEIGH STANDARDS AND SPECIFICATIONS.
4.
U11UTY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED BY
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CONTRACTOR.
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5.
DOCUMENT AND VIDEO EXISTING CONDITION OF WOOD FOOT BRIDGE
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PRIOR TO CONSTRUCTION. BRIDGE SHALL BE PROTECTED AND
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RESTORED TO EXISTING CONDITION UPON COMPLETION OF
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CONSTRUCTION.
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6.
INSTALL CONSTRUCTION SAFETY FENCE ALONG AND TWO FEET
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INSIDE OF THE LIMITS OF DISTURBANCE /CONSTRUCTION LIMITS.
CONTRACTOR TO COORDINATE WITH CITY INSPECTOR IF THE SAFETY
FENCE CANNOT BE INSTALLED TWO FEET INSIDE THE LIMITS OF
DISTURBANCE. FENCE SHALL BE ORANGE AND FOUR FEET IN
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HEIGHT. REMOVE FENCE UPON COMPLETION OF PROJECT.
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7.
TREES NOT PROTECTED WILL BE REMOVED WITHIN THE UMITS OF
DISTURBANCE /CONSTRUCTION LIMITS, SEE SHEET 9.
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8.
CONTRACTOR TO REFERENCE REPORT ENTITLED "REPORT OF
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SUBSURFACE INVESTIGATION: PROPOSED CITY OF RALEIGH CULVERT
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UPGRADES% GEOTECHNOLOGIES PROJECT NO. 1 -06- 1861 -EA.
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CONTRACTOR TO COORDINATE WITH RESIDENT AT 5217 KAPLAN
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DRIVE FOR REMOVAL OF PVC PIPE AND REINSTALL IF NECESSARY.
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PROP CATCH BASIN
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Ui installations a nd other public facilities, including
sidewalks
and handica
rams are to be constructed on all streets s
a
specified by City Code. These facilities have been approved by
the City of Raleigh and shall be installed unless a change is
authorized by written approval. Public Sanitary Sewer
Easements are to be recorded prior to final acceptance.
Transportation Services
Public Utilities
Stormwater
Planning
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SHEET I OF 2
7' 6' SIDEWALK
CITY OF RALEI6
7' 6' PUBLIC WORKS DEPART
REVISIONS JOATE. 7/3/00
5/4/04 JTT
2'0" 4'05'0 DRIVEW
(C"1A
4,VS, /ON
JOjNr
EXPANSION JOINT
12" 12"
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SHEET 2 OF 2
1.
THE PRECAST UNITS SHALL BE CAREFULLY POSITIONED ON THE PREPARED FOUNDATION.
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CARE SHALL BE TAKEN DURING BACKFILL AND COMPACTION TO MAINTAIN ALIGNMENT AND
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DRIVEWAY AND SIDEWALK DETAIL
NTS
NOTES:
1.
THE PRECAST UNITS SHALL BE CAREFULLY POSITIONED ON THE PREPARED FOUNDATION.
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DRIVEWAY AND SIDEWALK DETAIL
NTS
NOTES:
1.
THE PRECAST UNITS SHALL BE CAREFULLY POSITIONED ON THE PREPARED FOUNDATION.
FEMALE END UPGRADE WITH MALE END FULLY INSERTED AND EACH JOINT CHECKED FOR
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CARE SHALL BE TAKEN DURING BACKFILL AND COMPACTION TO MAINTAIN ALIGNMENT AND
PREVENT DAMAGE TO THE JOINTS. UNITS THAT BECOME MISALIGNED SHOW EXCESSIVE
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SETTLEMENT OR HAVE OTHERWISE BEEN DAMAGED BY THE CONTRACTOR'S OPERATION
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DRIVEWAY AND SIDEWALK DETAIL
NTS
NOTES:
1.
THE PRECAST UNITS SHALL BE CAREFULLY POSITIONED ON THE PREPARED FOUNDATION.
FEMALE END UPGRADE WITH MALE END FULLY INSERTED AND EACH JOINT CHECKED FOR
ALIGNMENT. SATISFACTORY FITTING AND PROPER GRADE SHALL BE MAINTAINED AS THE
WORK PROCEEDS.
2.
CARE SHALL BE TAKEN DURING BACKFILL AND COMPACTION TO MAINTAIN ALIGNMENT AND
PREVENT DAMAGE TO THE JOINTS. UNITS THAT BECOME MISALIGNED SHOW EXCESSIVE
-_
SETTLEMENT OR HAVE OTHERWISE BEEN DAMAGED BY THE CONTRACTOR'S OPERATION
SHALL; AT THE DISCRETION OF THE ENGINEER, BE REMOVED AND REPLACED BY THE
CONTRACTOR AT NO COST TO THE CITY.
D 3.
ALL PRECAST UNITS SHALL BE PLACED PRIOR TO POURING HEADWALLS. EXTERIOR
PRECAST UNITS SHALL BE UNDERMINED TO ALLOW FOR HEADWALL CONSTRUCTION.
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4.
A MINIMUM OF 12" FROM OUTSIDE EDGE OF PIPE TO SIDE OF TRENCH MUST BE ALLOWED
FOR #57 WASHED STONE. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER THE PIPE IS LAID.
5.
ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%
STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100% STANDARD
PROCTOR.
6.
ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
7.
ALL BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT MATERIAL (NCDOT CLASS
HESOF #57 III, TYPE 2). EXCAVATED MATERIAL THAT MEETS OR EXCEEDS THAT STANDARD SHALL BE
T..vlvlrr��. w ovo�rvw� WASHED STONE FOUNDATION CONDITIONING USED WHERE AVAILABLE. IN AREAS OUTSIDE THE ROADWAY, BACKFILL SHALL CONSIST OF
OR UNDISTURBED SELECT BACKFILL SUPPLIED BY THE CONTRACTOR.
MATERIAL PER NCDOT STANDARDS SEE
MATERIAL (
NOTES FOR SELECT MATERIAL CLASS)
AND /OR AS DIRECTED BY THE ENGINEER
TRENCH DETAIL FOR
4 PRECAST BOX CULVERT
NTS
A B C
I
I
A ED
GENERAL NOTES:
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
2. TYPE OF PIPE TO BE USED IS 1 -5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE.
3. ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS.
4. AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATHER ENAMEL.
g TWO RAIL HANDRAIL DETAILS
SLOPES FOR VARIABLE SUPER ELEVATION RATE
FOR STANDARD 2' -6" CURB AND GUTTER
G �I X03 ,07 x.03
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Elk
x.03 •O� 09 05
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04 _.00 - .10 x.06
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05 x.07
a<� G 7'
x.06 G02 12 • L08
8
6" 24"
6' 3° 4. Fr.
SLOPE'
3" 0" ° 6"
17-
16" 12"
I. 30" CURB & GUTTER 2. 30' VALLEY TYPE GUTTER
NOTES:
1. 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS.
15' MAXIMUM BETWEEN CONSTRUCTION JOINTS
ON MACHINE POURS.
2. 112' EXPANSION JOINT EVERY 90'.
3. 3000 PSI CONCRETE MINIMUM, 4' SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION 1026 -2 OF NCDOT
STANDARDS & SPECIFICATIONS FOR ROADS AND SHEET 9 OF 2
STRUCTURES.
5. ALL CONSTRUCTION JOINTS SHALL BE FILLED CITY OF RALEIGH
WITH JOINT FILLER AND SEALER IN ACCORDANCE CENTRAL ENGINEERING DEPARTMENT
WITH NCDOT ROADWAY STANDARD DETAIL 846.01.
THE JOINT MATERIAL SHALL CONFORM TO SECTION REVISIONS DATE: 7/3/00 DRAWN BY: JTB
5/13/04 JTT
1028 -2 OF NCDOT'S STANDARD SPECIFICATIONS FOR CURB
ROADS AND STRUCTURES. 615106 JTT AND
1/12/07 WDP GUTTERS
6. ABC STONE REQUIRED UNDER ALL CURB & GUTTER. 5/3vo7 JTT
STD 1Y 20.21
NTS
Utility installations and other public facilities, including sidewalks
and handicap ramps, are to be constructed on all streets as
specified by City Code. These facilities have been approved by
the City of Raleigh and shall be installed unless a change is
authorized by written approval. Public Sanitary Sewer
Easements are to be recorded prior to final acceptance.
Transportation Services
Public Utilities
Stormwater
Planning
NTS
I/2' EXPANSION
REQUIRED TRANSITION LENGTH
I _
JOINT 10' -0'
10' -0"
�I I/2' EXPANSION
7 1 JOINT
FACE OF CURB
10'
AA
BB
CC 7' 30'
2' -6• 2' -6'
A B C
A B C
PLAN VEIW
B' 3 /4 ' '
II��II J
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7. 7. T.
SECTION A -A SECTION B -B SECTION C -C
SHEET 2 OF 2
NOTES: CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
I. IN ADDITION TO THE ABOVE CURB SECTION
TRANSITION, THE GUTTER SLOPE TRANSITION REVISIONS DATE. 7/3/00 DRAWN BY JTB
5/14/04 JTT CURB TRANSITION
SHALL CONFORM TO NOTE I OF STD. 30.01 6/5/06 JTT TO 2'- 6"
2. TRANSITION NOT TO BE LOCATED WITHIN VALLEY GUTTER
THE CURB RADIUS. STD. u 20.21
iD
FACE OF CURB
BACK OF CURB �
O N
N
LIP OF GUTTER
CURB AND GUTTER DETAIL
NTS
ToP,oF CURB NOTES
1) THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL
12
30
P.
CO
/- FOR SLOPE
REQ.'S SEE
3/4" NOTE I.
7"
�o
2 -2" G.I. PIPE OR PVC PIPE
8' MIN.,OVER 12' DEEP 12' MIN,
UP TO 6' FROM TOP OF CURB.
0
0
1 12" "I 5"
0
00
NC. 1/2• D
D °
SIDE SHALL BEGIN 10' FROM THE
THE CATCH BASIN. THE SLOPE OF
THE GUTTER TO THE CATCH BASIN
ON THE DOWNSTREAM SIDE,
SHALL BEGIN 5' FROM
THE CATCH BASIN.
2) STEPS SHALL BE INSTALLED IN
ALL CATCH BASINS OVER 3' IN DEPTH.
DEPTH SHALL BE MEASURED FROM THE
TOP OF THE GUTTER TO THE INVERT
OF THE CATCH BASIN.
3) SOLID CONCRETE BRICKS MAY BE
USED IN 4X4X8 OR4X8X16 SIZES.
4) NCDOT APPROVED PRECAST
CONCRETE BOXES ACCEPTABLE
USING STANDARD 5' CASTINGS.
6' UP TO 12' DEEP
6" -'"�- 12" OVER 12' DEEP
16 "! 6°4 "
STANDARD C.B. STEP
3 #3 REBARS 1s
8' LONG
3'
GROUT 41 gn
6. 6' 6' � -IN PLACE
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ee 000 000
s�° � e
4
2 -2' PIPES 22' 2' -1 1 2" A h SIDE
LONG ON A 3'
SLOPE -16' BELOW PLAN ELEVATION
TOP OF C.B.
4' SLIP RESISTANT CLEATS
ja OR N
2'- 6'MIN. REBAR CORROSION
8' MINIMUM, B' 6d 6d RE95TANT
OVER 12 DEEP ® MATERIAL
12' MINIMUM UP TO 12' (RUBBER)
6' FROM TOP OF CURB. (PLASTIC)
t5'TYP ELEVATION SECTION A -A
IF GREATER A IS
GREATER THAN 12'
DEEP,FOOTING IS
TO EXTEND 6'
BEYOND THE STRUCTURE
CITY OF RALEIGH
1/2' D CENTRAL ENGINEERING DEPARTMENT
s" s"
REVISIONS DATE: 7/3/00 DRAWN BY., JTB
doo= o 0 9= o a o •° a 5' O.M.
° 3000 PSI CONCRETE ° I
CATCH N
BASIN
- DRAWING NOT TO SCALE - STD # 30.01
CATCH BASIN DETAIL
DETAIL OMITTED
NTS
NTS
CROSS
TOP OF BANK WING CHANNEL WING
BANK WIDTH BANK WIDTH
BOTTOM
WIDTH
ASPHALT PAVEMENT PATCH
SAW CUT SAW CUT
AND TACK AN O TACK
EXISTING PAVEMENT °a
NEW SF -9.5A ASPHALT 2.5' MINIMUM
0 poOa a 0 o a o O ° 0 °p Q 0
pNEW ABC 12' MINIMUM DEPTH 0 '}
°ch 5g�
C. i f Q 0O6 0Oaa 0000( a0 °0 00a
EXISTING ABC
EXISTING SUBGRADE 1' 1__Iri=21 0 w
I' _
COMPACTED FILL
PAVEMENT
aC}o0op
4n�i3
TING ABC
NOTES:
I. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY
OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO
T -99 AS MODIFIED BY NCDOT.
3. THE FINAL I' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100'% OF THAT
I,I OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T -80 AS
III MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER.
4. THE ENTIRE THICKNESS /VERTICAL EDGE Of THE CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
THE ASPHALT BE LESS THAN 2' THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH
!, LEVEL PATCH.
ASPHALT PAVEMENT PATCH
NTS
NOTES
1. CROSS VANES SHALL BE CONSTRUCTED AS TWO (2) ROCK VANES ON OPPOSITE
SIDES OF THE STREAM, WITH A CONNECTING CROSS CHANNEL SILL SET AT THE
PROPOSED INVERT OF THE STREAMBED. CROSS VANE SHALL CONSIST OF VANE
BOULDERS, SILL BOULDERS AND FOOTER BOULDERS. EACH OF THE OUTSIDE ROCK
VANES WILL MAKE UP 1/3 OF THE STREAM'S WIDTH.
2. A TRENCH SHALL BE DUG TO ENSURE THAT FOOTER ROCKS, CROSS HEADER
ROCKS AND A MINIMUM OF 1/3 OF THE WING HEADER ROCKS ARE BURIED
BENEATH THE STREAMBED SURFACE ELEVATION.
3. AN EXCAVATOR, WITH A BUCKET THAT CONTAINS A HYDRAULIC THUMB, SHALL BE
USED TO PLACE BOULDERS WITH THE SUPERVISION OF THE ENGINEER.
4. HEADER AND FOOTER BOULDERS SHALL BE APPROXIMATELY 30" X 24" X 12" AS A
MINIMUM SIZE. THE UPPER LIMIT FOR BOULDERS SHALL BE APPROVED BY THE
ENGINEER PRIOR TO INSTALLATION OF THE STRUCTURE.
5, FOOTER BOULDERS SHALL BE APPROVED BY THE ENGINEER WITH HEADER
BOULDERS PLACED ON TOP PRIOR TO BACK FILLING OF THE TRENCH. IN THE
CENTER OR CROSS PORTION OF THE CHANNEL THE HEADER BOULDERS SHALL BE
PLACED SUCH THAT THE TOP OF THE HEADER BOULDER IS AT AN ELEVATION
EQUAL TO THE PROPOSED BED ELEVATION.
6. CROSS VANES SHALL BE CONSTRUCTED SO THAT ADJOINING BOULDERS TAPER IN
AN UPSTREAM DIRECTION, FROM THE BANKFULL ELEVATION TO THE STREAM INVERT.
THE UPSTREAM END OF THE CROSS VANE IS SET AT AN ANGLE OF 35 TO 45
DEGREES TANGENT TO THE PROJECTED STREAM BANK DIRECTION. THE TOP
ELEVATION OF BOTH VANES WILL DECREASE TOWARD THE CENTER OF THE
CHANNEL.
STREAM BED 7. THE DOWNSTREAM END OF THE CROSS VANE SHALL BE KEYED INTO THE
ELEVATION _
STREAMBANK AT THE BANKFULL ELEVATION. THE CROSS VANE SHALL KEYED A
37z.Ba D r BE E ED
-� MINIMUM OF FIVE FEET INTO THE STREAMBANK. THE UPSTREAM END OF CROSS
- �LP VANE SHALL BE KEYED INTO THE STREAMBANK AT THE DESIGNED STREAMBED
_ o o s INVERT ELEVATION.
I- HxDe>� 8. THE CROSS VANE SHALL BE COMPLETED BY THE PLACEMENT OF A CROSS
CHANNEL SILL AT THE DESIGN INVERT OF THE STREAMBED. CROSS CHANNEL
BOTTOM ROCK
ELEVATION = 371.84
QFOOTER ROCKS CROSS SECTION
UPSTREAM BED ELEVATION = 372.84
ELEVATION VANE ELEVATION = 371.84
_ BOULDER
WATER Tpp
Lp - +OF �BANIC
:a 10'
2' MI - --
. � a
1 x_111= 1
CLASS 'A' STONE
FOOTER BOULDER
FILTER FABRIC TO EXTEND #5 STONE CLASS 'A' STONE
1' BELOW BOTTOM FOOTER
BOULDER SECTION - A -A VIEW
VANE BOULDERS
TOP OF BANK
ELEV = 377t� -
-_
CURB AND GUTTER DETAIL
NTS
ToP,oF CURB NOTES
1) THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL
12
30
P.
CO
/- FOR SLOPE
REQ.'S SEE
3/4" NOTE I.
7"
�o
2 -2" G.I. PIPE OR PVC PIPE
8' MIN.,OVER 12' DEEP 12' MIN,
UP TO 6' FROM TOP OF CURB.
0
0
1 12" "I 5"
0
00
NC. 1/2• D
D °
SIDE SHALL BEGIN 10' FROM THE
THE CATCH BASIN. THE SLOPE OF
THE GUTTER TO THE CATCH BASIN
ON THE DOWNSTREAM SIDE,
SHALL BEGIN 5' FROM
THE CATCH BASIN.
2) STEPS SHALL BE INSTALLED IN
ALL CATCH BASINS OVER 3' IN DEPTH.
DEPTH SHALL BE MEASURED FROM THE
TOP OF THE GUTTER TO THE INVERT
OF THE CATCH BASIN.
3) SOLID CONCRETE BRICKS MAY BE
USED IN 4X4X8 OR4X8X16 SIZES.
4) NCDOT APPROVED PRECAST
CONCRETE BOXES ACCEPTABLE
USING STANDARD 5' CASTINGS.
6' UP TO 12' DEEP
6" -'"�- 12" OVER 12' DEEP
16 "! 6°4 "
STANDARD C.B. STEP
3 #3 REBARS 1s
8' LONG
3'
GROUT 41 gn
6. 6' 6' � -IN PLACE
oP A
ee 000 000
s�° � e
4
2 -2' PIPES 22' 2' -1 1 2" A h SIDE
LONG ON A 3'
SLOPE -16' BELOW PLAN ELEVATION
TOP OF C.B.
4' SLIP RESISTANT CLEATS
ja OR N
2'- 6'MIN. REBAR CORROSION
8' MINIMUM, B' 6d 6d RE95TANT
OVER 12 DEEP ® MATERIAL
12' MINIMUM UP TO 12' (RUBBER)
6' FROM TOP OF CURB. (PLASTIC)
t5'TYP ELEVATION SECTION A -A
IF GREATER A IS
GREATER THAN 12'
DEEP,FOOTING IS
TO EXTEND 6'
BEYOND THE STRUCTURE
CITY OF RALEIGH
1/2' D CENTRAL ENGINEERING DEPARTMENT
s" s"
REVISIONS DATE: 7/3/00 DRAWN BY., JTB
doo= o 0 9= o a o •° a 5' O.M.
° 3000 PSI CONCRETE ° I
CATCH N
BASIN
- DRAWING NOT TO SCALE - STD # 30.01
CATCH BASIN DETAIL
DETAIL OMITTED
NTS
NTS
CROSS
TOP OF BANK WING CHANNEL WING
BANK WIDTH BANK WIDTH
BOTTOM
WIDTH
ASPHALT PAVEMENT PATCH
SAW CUT SAW CUT
AND TACK AN O TACK
EXISTING PAVEMENT °a
NEW SF -9.5A ASPHALT 2.5' MINIMUM
0 poOa a 0 o a o O ° 0 °p Q 0
pNEW ABC 12' MINIMUM DEPTH 0 '}
°ch 5g�
C. i f Q 0O6 0Oaa 0000( a0 °0 00a
EXISTING ABC
EXISTING SUBGRADE 1' 1__Iri=21 0 w
I' _
COMPACTED FILL
PAVEMENT
aC}o0op
4n�i3
TING ABC
NOTES:
I. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY
OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO
T -99 AS MODIFIED BY NCDOT.
3. THE FINAL I' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100'% OF THAT
I,I OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T -80 AS
III MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER.
4. THE ENTIRE THICKNESS /VERTICAL EDGE Of THE CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
THE ASPHALT BE LESS THAN 2' THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH
!, LEVEL PATCH.
ASPHALT PAVEMENT PATCH
NTS
NOTES
1. CROSS VANES SHALL BE CONSTRUCTED AS TWO (2) ROCK VANES ON OPPOSITE
SIDES OF THE STREAM, WITH A CONNECTING CROSS CHANNEL SILL SET AT THE
PROPOSED INVERT OF THE STREAMBED. CROSS VANE SHALL CONSIST OF VANE
BOULDERS, SILL BOULDERS AND FOOTER BOULDERS. EACH OF THE OUTSIDE ROCK
VANES WILL MAKE UP 1/3 OF THE STREAM'S WIDTH.
2. A TRENCH SHALL BE DUG TO ENSURE THAT FOOTER ROCKS, CROSS HEADER
ROCKS AND A MINIMUM OF 1/3 OF THE WING HEADER ROCKS ARE BURIED
BENEATH THE STREAMBED SURFACE ELEVATION.
3. AN EXCAVATOR, WITH A BUCKET THAT CONTAINS A HYDRAULIC THUMB, SHALL BE
USED TO PLACE BOULDERS WITH THE SUPERVISION OF THE ENGINEER.
4. HEADER AND FOOTER BOULDERS SHALL BE APPROXIMATELY 30" X 24" X 12" AS A
MINIMUM SIZE. THE UPPER LIMIT FOR BOULDERS SHALL BE APPROVED BY THE
ENGINEER PRIOR TO INSTALLATION OF THE STRUCTURE.
5, FOOTER BOULDERS SHALL BE APPROVED BY THE ENGINEER WITH HEADER
BOULDERS PLACED ON TOP PRIOR TO BACK FILLING OF THE TRENCH. IN THE
CENTER OR CROSS PORTION OF THE CHANNEL THE HEADER BOULDERS SHALL BE
PLACED SUCH THAT THE TOP OF THE HEADER BOULDER IS AT AN ELEVATION
EQUAL TO THE PROPOSED BED ELEVATION.
6. CROSS VANES SHALL BE CONSTRUCTED SO THAT ADJOINING BOULDERS TAPER IN
AN UPSTREAM DIRECTION, FROM THE BANKFULL ELEVATION TO THE STREAM INVERT.
THE UPSTREAM END OF THE CROSS VANE IS SET AT AN ANGLE OF 35 TO 45
DEGREES TANGENT TO THE PROJECTED STREAM BANK DIRECTION. THE TOP
ELEVATION OF BOTH VANES WILL DECREASE TOWARD THE CENTER OF THE
CHANNEL.
STREAM BED 7. THE DOWNSTREAM END OF THE CROSS VANE SHALL BE KEYED INTO THE
ELEVATION _
STREAMBANK AT THE BANKFULL ELEVATION. THE CROSS VANE SHALL KEYED A
37z.Ba D r BE E ED
-� MINIMUM OF FIVE FEET INTO THE STREAMBANK. THE UPSTREAM END OF CROSS
- �LP VANE SHALL BE KEYED INTO THE STREAMBANK AT THE DESIGNED STREAMBED
_ o o s INVERT ELEVATION.
I- HxDe>� 8. THE CROSS VANE SHALL BE COMPLETED BY THE PLACEMENT OF A CROSS
CHANNEL SILL AT THE DESIGN INVERT OF THE STREAMBED. CROSS CHANNEL
BOTTOM ROCK
ELEVATION = 371.84
QFOOTER ROCKS CROSS SECTION
UPSTREAM BED ELEVATION = 372.84
ELEVATION VANE ELEVATION = 371.84
_ BOULDER
WATER Tpp
Lp - +OF �BANIC
:a 10'
2' MI - --
. � a
1 x_111= 1
CLASS 'A' STONE
FOOTER BOULDER
FILTER FABRIC TO EXTEND #5 STONE CLASS 'A' STONE
1' BELOW BOTTOM FOOTER
BOULDER SECTION - A -A VIEW
VANE BOULDERS
TOP OF BANK
ELEV = 377t� -
-_
STREAM BED
SIDE SHALL BEGIN 10' FROM THE
THE CATCH BASIN. THE SLOPE OF
THE GUTTER TO THE CATCH BASIN
ON THE DOWNSTREAM SIDE,
SHALL BEGIN 5' FROM
THE CATCH BASIN.
2) STEPS SHALL BE INSTALLED IN
ALL CATCH BASINS OVER 3' IN DEPTH.
DEPTH SHALL BE MEASURED FROM THE
TOP OF THE GUTTER TO THE INVERT
OF THE CATCH BASIN.
3) SOLID CONCRETE BRICKS MAY BE
USED IN 4X4X8 OR4X8X16 SIZES.
4) NCDOT APPROVED PRECAST
CONCRETE BOXES ACCEPTABLE
USING STANDARD 5' CASTINGS.
6' UP TO 12' DEEP
6" -'"�- 12" OVER 12' DEEP
16 "! 6°4 "
STANDARD C.B. STEP
3 #3 REBARS 1s
8' LONG
3'
GROUT 41 gn
6. 6' 6' � -IN PLACE
oP A
ee 000 000
s�° � e
4
2 -2' PIPES 22' 2' -1 1 2" A h SIDE
LONG ON A 3'
SLOPE -16' BELOW PLAN ELEVATION
TOP OF C.B.
4' SLIP RESISTANT CLEATS
ja OR N
2'- 6'MIN. REBAR CORROSION
8' MINIMUM, B' 6d 6d RE95TANT
OVER 12 DEEP ® MATERIAL
12' MINIMUM UP TO 12' (RUBBER)
6' FROM TOP OF CURB. (PLASTIC)
t5'TYP ELEVATION SECTION A -A
IF GREATER A IS
GREATER THAN 12'
DEEP,FOOTING IS
TO EXTEND 6'
BEYOND THE STRUCTURE
CITY OF RALEIGH
1/2' D CENTRAL ENGINEERING DEPARTMENT
s" s"
REVISIONS DATE: 7/3/00 DRAWN BY., JTB
doo= o 0 9= o a o •° a 5' O.M.
° 3000 PSI CONCRETE ° I
CATCH N
BASIN
- DRAWING NOT TO SCALE - STD # 30.01
CATCH BASIN DETAIL
DETAIL OMITTED
NTS
NTS
CROSS
TOP OF BANK WING CHANNEL WING
BANK WIDTH BANK WIDTH
BOTTOM
WIDTH
ASPHALT PAVEMENT PATCH
SAW CUT SAW CUT
AND TACK AN O TACK
EXISTING PAVEMENT °a
NEW SF -9.5A ASPHALT 2.5' MINIMUM
0 poOa a 0 o a o O ° 0 °p Q 0
pNEW ABC 12' MINIMUM DEPTH 0 '}
°ch 5g�
C. i f Q 0O6 0Oaa 0000( a0 °0 00a
EXISTING ABC
EXISTING SUBGRADE 1' 1__Iri=21 0 w
I' _
COMPACTED FILL
PAVEMENT
aC}o0op
4n�i3
TING ABC
NOTES:
I. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY
OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO
T -99 AS MODIFIED BY NCDOT.
3. THE FINAL I' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100'% OF THAT
I,I OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T -80 AS
III MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER.
4. THE ENTIRE THICKNESS /VERTICAL EDGE Of THE CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
THE ASPHALT BE LESS THAN 2' THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH
!, LEVEL PATCH.
ASPHALT PAVEMENT PATCH
NTS
NOTES
1. CROSS VANES SHALL BE CONSTRUCTED AS TWO (2) ROCK VANES ON OPPOSITE
SIDES OF THE STREAM, WITH A CONNECTING CROSS CHANNEL SILL SET AT THE
PROPOSED INVERT OF THE STREAMBED. CROSS VANE SHALL CONSIST OF VANE
BOULDERS, SILL BOULDERS AND FOOTER BOULDERS. EACH OF THE OUTSIDE ROCK
VANES WILL MAKE UP 1/3 OF THE STREAM'S WIDTH.
2. A TRENCH SHALL BE DUG TO ENSURE THAT FOOTER ROCKS, CROSS HEADER
ROCKS AND A MINIMUM OF 1/3 OF THE WING HEADER ROCKS ARE BURIED
BENEATH THE STREAMBED SURFACE ELEVATION.
3. AN EXCAVATOR, WITH A BUCKET THAT CONTAINS A HYDRAULIC THUMB, SHALL BE
USED TO PLACE BOULDERS WITH THE SUPERVISION OF THE ENGINEER.
4. HEADER AND FOOTER BOULDERS SHALL BE APPROXIMATELY 30" X 24" X 12" AS A
MINIMUM SIZE. THE UPPER LIMIT FOR BOULDERS SHALL BE APPROVED BY THE
ENGINEER PRIOR TO INSTALLATION OF THE STRUCTURE.
5, FOOTER BOULDERS SHALL BE APPROVED BY THE ENGINEER WITH HEADER
BOULDERS PLACED ON TOP PRIOR TO BACK FILLING OF THE TRENCH. IN THE
CENTER OR CROSS PORTION OF THE CHANNEL THE HEADER BOULDERS SHALL BE
PLACED SUCH THAT THE TOP OF THE HEADER BOULDER IS AT AN ELEVATION
EQUAL TO THE PROPOSED BED ELEVATION.
6. CROSS VANES SHALL BE CONSTRUCTED SO THAT ADJOINING BOULDERS TAPER IN
AN UPSTREAM DIRECTION, FROM THE BANKFULL ELEVATION TO THE STREAM INVERT.
THE UPSTREAM END OF THE CROSS VANE IS SET AT AN ANGLE OF 35 TO 45
DEGREES TANGENT TO THE PROJECTED STREAM BANK DIRECTION. THE TOP
ELEVATION OF BOTH VANES WILL DECREASE TOWARD THE CENTER OF THE
CHANNEL.
STREAM BED 7. THE DOWNSTREAM END OF THE CROSS VANE SHALL BE KEYED INTO THE
ELEVATION _
STREAMBANK AT THE BANKFULL ELEVATION. THE CROSS VANE SHALL KEYED A
37z.Ba D r BE E ED
-� MINIMUM OF FIVE FEET INTO THE STREAMBANK. THE UPSTREAM END OF CROSS
- �LP VANE SHALL BE KEYED INTO THE STREAMBANK AT THE DESIGNED STREAMBED
_ o o s INVERT ELEVATION.
I- HxDe>� 8. THE CROSS VANE SHALL BE COMPLETED BY THE PLACEMENT OF A CROSS
CHANNEL SILL AT THE DESIGN INVERT OF THE STREAMBED. CROSS CHANNEL
BOTTOM ROCK
ELEVATION = 371.84
QFOOTER ROCKS CROSS SECTION
UPSTREAM BED ELEVATION = 372.84
ELEVATION VANE ELEVATION = 371.84
_ BOULDER
WATER Tpp
Lp - +OF �BANIC
:a 10'
2' MI - --
. � a
1 x_111= 1
CLASS 'A' STONE
FOOTER BOULDER
FILTER FABRIC TO EXTEND #5 STONE CLASS 'A' STONE
1' BELOW BOTTOM FOOTER
BOULDER SECTION - A -A VIEW
ELEVATION 7
�YIIp
FOOTER BOULDERS
PROFILE VIEW - B -B VIEW
BOULDERS SHALL BE PROPERLY SECURED BEHIND FOOTER BOULDERS, AND SHALL
BE PLACED SO THAT THE SILL BOULDERS ARE LEVEL ACROSS THE CHANNEL. SILL
BOULDERS SHALL BE PLACED CLOSE ENOUGH TO ENSURE ROCK -TO -ROCK
CONTACT WITH NO SPACE BETWEEN ADJOINING BOULDERS. THE ELEVATION OF THE
SILL SHALL BE AS DETERMINED ON THE PLANS, SPECIFICATIONS, AND
CONSTRUCTION NOTES, OR AS DETERMINED IN THE FIELD BY THE ENGINEER.
9. FOOTER BOULDERS SHALL BE INSTALLED AS SHOWN IN THE PLANS AND DETAILS
AND SHALL BE FIRMLY KEYED INTO THE STREAMBED.
10. VANE BOULDERS SHALL BE PLACED IN A LINEAR FASHION SO AS TO PRODUCE THE
SLOPING CROSS VANE, AND SHALL BE PLACED WITH TIGHT, CONTINUOUS SURFACE
CONTACT BETWEEN ADJOINING BOULDER. BOULDER SHALL BE PLACED SO AS TO
HAVE NO SIGNIFICANT GAPS BETWEEN ADJOINING BOULDER.
11. VANE BOULDERS SHALL BE PLACED SO AS TO HAVE A FINAL SMOOTH SURFACE
ALONG THE TOP PLANE OF THE CROSS VANE. NO VANE BOULDER SHALL PROTRUDE
HIGHER THAN THE OTHER BOULDER IN THE BOULDER VANE. A COMPLETED CROSS
VANE HAS A SMOOTH, CONTINUOUS FINISH GRADE FROM THE BANKFULL ELEVATION
TO THE STREAMBED.
12, AS THE CROSS VANE IS CONSTRUCTED, THE CONTRACTOR SHALL CHINK ALL VOIDS
BETWEEN THE FOOTER BOULDERS, AND BETWEEN THE FOOTER BOULDERS AND VANE
BOULDERS. VOIDS SHALL BE CHINKED WITH SMALLER ROCK SUCH THAT NO VOIDS
GREATER THAN FOUR INCHES IN SIZE WILL BE PRESENT.
13. UPON COMPLETION OF THE CROSS VANE, A TRENCH SHALL BE DUG UPSTREAM OF
THE VANE, AND A GEO- TEXTILE FABRIC (THAT PREVENTS PASSAGE OF WATER)
SHALL BE PLACED AS SHOWN IN SECTION A -A. THE TRENCH SHALL EXTEND A
MINIMUM OF 1 FOOT BELOW THE LOWER FOOTER BOULDER AND CURVE UPWARD TO
CREATE A POCKET.
14. THE FABRIC SHALL BE PLACED IN THE TRENCH AND WRAPPED OVER THE TOP OF
THE HEADER BOULDERS WITH APPROXIMATELY 2 FEET OF OVERLAP.
15. ROCK FILL MATERIAL SHALL BE BACK FILLED AROUND THE FABRIC AND TAMPED
DOWN AS SHOWN IN THE DETAIL. THE EXCESS GEOTEXTILE FABRIC SHALL BE CUT
OFF AT THE INTERFACE BETWEEN THE HEADER BOULDER AND THE SOIL.
16. THE CONTRACTOR SHALL UPON COMPLETION OF THE WORK RE -SHAPE THE SLOPES
AND STREAM BOTTOM TO THE SPECIFIED ELEVATIONS.
♦ ♦• -• A ♦ • -, ♦I
. • • ♦ . - A
ROCK CROSS WEIR
NTS
*� -."'._y. CAR
9 ry
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(3,
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12
VANE BOULDERS
TOP OF BANK
ELEV = 377t� -
-_
STREAM BED
BOULDERS SHALL BE PROPERLY SECURED BEHIND FOOTER BOULDERS, AND SHALL
BE PLACED SO THAT THE SILL BOULDERS ARE LEVEL ACROSS THE CHANNEL. SILL
BOULDERS SHALL BE PLACED CLOSE ENOUGH TO ENSURE ROCK -TO -ROCK
CONTACT WITH NO SPACE BETWEEN ADJOINING BOULDERS. THE ELEVATION OF THE
SILL SHALL BE AS DETERMINED ON THE PLANS, SPECIFICATIONS, AND
CONSTRUCTION NOTES, OR AS DETERMINED IN THE FIELD BY THE ENGINEER.
9. FOOTER BOULDERS SHALL BE INSTALLED AS SHOWN IN THE PLANS AND DETAILS
AND SHALL BE FIRMLY KEYED INTO THE STREAMBED.
10. VANE BOULDERS SHALL BE PLACED IN A LINEAR FASHION SO AS TO PRODUCE THE
SLOPING CROSS VANE, AND SHALL BE PLACED WITH TIGHT, CONTINUOUS SURFACE
CONTACT BETWEEN ADJOINING BOULDER. BOULDER SHALL BE PLACED SO AS TO
HAVE NO SIGNIFICANT GAPS BETWEEN ADJOINING BOULDER.
11. VANE BOULDERS SHALL BE PLACED SO AS TO HAVE A FINAL SMOOTH SURFACE
ALONG THE TOP PLANE OF THE CROSS VANE. NO VANE BOULDER SHALL PROTRUDE
HIGHER THAN THE OTHER BOULDER IN THE BOULDER VANE. A COMPLETED CROSS
VANE HAS A SMOOTH, CONTINUOUS FINISH GRADE FROM THE BANKFULL ELEVATION
TO THE STREAMBED.
12, AS THE CROSS VANE IS CONSTRUCTED, THE CONTRACTOR SHALL CHINK ALL VOIDS
BETWEEN THE FOOTER BOULDERS, AND BETWEEN THE FOOTER BOULDERS AND VANE
BOULDERS. VOIDS SHALL BE CHINKED WITH SMALLER ROCK SUCH THAT NO VOIDS
GREATER THAN FOUR INCHES IN SIZE WILL BE PRESENT.
13. UPON COMPLETION OF THE CROSS VANE, A TRENCH SHALL BE DUG UPSTREAM OF
THE VANE, AND A GEO- TEXTILE FABRIC (THAT PREVENTS PASSAGE OF WATER)
SHALL BE PLACED AS SHOWN IN SECTION A -A. THE TRENCH SHALL EXTEND A
MINIMUM OF 1 FOOT BELOW THE LOWER FOOTER BOULDER AND CURVE UPWARD TO
CREATE A POCKET.
14. THE FABRIC SHALL BE PLACED IN THE TRENCH AND WRAPPED OVER THE TOP OF
THE HEADER BOULDERS WITH APPROXIMATELY 2 FEET OF OVERLAP.
15. ROCK FILL MATERIAL SHALL BE BACK FILLED AROUND THE FABRIC AND TAMPED
DOWN AS SHOWN IN THE DETAIL. THE EXCESS GEOTEXTILE FABRIC SHALL BE CUT
OFF AT THE INTERFACE BETWEEN THE HEADER BOULDER AND THE SOIL.
16. THE CONTRACTOR SHALL UPON COMPLETION OF THE WORK RE -SHAPE THE SLOPES
AND STREAM BOTTOM TO THE SPECIFIED ELEVATIONS.
♦ ♦• -• A ♦ • -, ♦I
. • • ♦ . - A
ROCK CROSS WEIR
NTS
*� -."'._y. CAR
9 ry
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(3,
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5
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5
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N
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v
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3
0
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0
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rn
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N
OW0
d.C\1
NOTES:
1. SEE SHEETS S1 AND S2 FOR STRUCTURAL DETAILS
45'
7.0
17.0'
7.0'
45°
tsHrrLr
SEE DETAIL 3/6
KAPLAN DOWNSTREAM
* HEIGHT MAY VARY BASED ON BOX WALL THICKNESS
OPENING TO BE CREATED
BY RCP /RCBC PRECAST
CONCRETE SUPPLIER
NOTES
1. THE ALIGNMENT OF ALL PIPES TIED
TO THE MAIN RCP /RCBC IS TO BE
PERPENDICULAR TO THE OUTSIDE F
OF THE MAIN RCP /RCBC CULVERT.
2. PROVIDE 6" MINIMUM CLEARANCE
BETWEEN MAIN LINE JOINTS AND PI
OPENING.
" ' " SEE DETAIL 3/6
KAPLAN UPSTREAM
* HEIGHT MAY VARY BASED ON BOX WALL THICKNESS
KAPLAN CULVERT DETAILS
SCALE: 1 " =4'
PIPE TIE -IN TO CULVERT
N TS
FILL VOID '""TU
CEMENTIT
NON —SHF
GROUT
EXISTII
NE'
STORM
SECTION 1
i�r yr onion
UPSTREAM END OF
RIFFLE (SEE
PROFILE FOR
DESIGN ELEV.)
TYPE 2 FILTER
FABRIC
EROSION CONTROL MATTING
VARIES
(SEE PROFILE)
A
RIFFLE GRADE CONTROL — PLAN VIEW
SLOPE VARIES
(SEE PROFILE)
GRAVEL SUBSTRATE
50/50 MIX OF CLASS A
RIP RAP AND # 5 STONE
RIFFLE GRADE -
CONTROL BURRIED
1' J WITH IN SITU
SOIL
1
RIFFLE GRADE
CONTROL BURRIED
1' t WITH IN SITU
SOIL
FLOW c
DESIGN BED
SURFACE
GRADE CONTROL ROCK
50/50 MIX CLASS B/1
RIP RAP
DOWNSTREAM END -
OF RIFFLE (SEE
PROFILE FOR
DESIGN ELEV.)
0.5'
RIFFLE GRADE CONTROL — PROFILE B —B
TYPE 2 FILTER -- -"
FABRIC
GRAVEL SUBSTRATE
50/50 MIX OF CLASS A
RIP RAP AND # 5 STONE
2.00' MtN 1 11.50',
GRADE CONTROL ROCK
50/50 MIX CLASS B/1
RIP RAP
RIFFLE GRADE CONTROL — SECTION A —A
ina, • 1 WL
Utility installations and other public facilities, including sidewalks
and handicap ramps are to be constructed on all streets as
SAW -CUT RCP specified by City Code. These facilities have been approved by
FLUSH WITH the City f Raleigh and shall be installed unless a change is
INSIDE WALL OF y g
RCP /RCBC authorized by written approval. Public Sanitary Sewer
Easements are to be recorded prior to final acceptance.
Transportation Services
NEW RCP /RCBC Public Utilities
CULVERT Stormwater
Planning
N TS
♦• - • ti • _
` ♦ ♦• -I� ♦ • -i
#4 ©'
& EPDXY INTO CULVERT,
MIN. EMBED. = 5"
FIGURE 1
CONCRETE BAFFLE QUANTITIES
CCi
UPSTREAM
DOWNSTREAM
TOTAL
CONCRETE
0.77 CY
0.51 CY
1.28 CY
STEEL
REINFORCING
8.4 LBS
7.2 LBS
15.6 LBS
��•1
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0
x
NOTES:
1. SEAL THE EXTERNAL JOINT WITH AN OUTSIDE SEALER WRAP THAT IS AT LEAST 12 INCHES WIDE
AND COVERS THE JOINT, COVERING THE TOP AND SIDES OF THE BOX SECTION. USE CONWRAP
CS -212 FROM CONCRETE SEALANTS, INC., EZ -WRAP FROM PRESS -SEAL GASKET CORPORATION,
SEAL WRAP FROM MAR -MAC MANUFACTURING CO.,INC., CADILLOC EXTERNAL PIPE JOINT FROM
CADILLOC, OR AN APPROVED EQUAL FOR THE OUTSIDE SEALER WRAP. IF THE OUTSIDE SEALER
WRAP IS NOT APPLIED IN A CONTINUOUS STRIP ALONG THE ENTIRE JOINT, A 12 INCH MINIMUM
OVERLAP OF THE OUTSIDE SEALER WRAP IS PERMITTED. BEFORE PLACING THE OUTSIDE SEALER
WRAP, CLEAN AND PRIME THE AREA RECEIVING THE OUTSIDE SEALER WRAP IN ACCORDANCE WITH
THE SEALER WRAP MANUFACTURER RECOMMENDATIONS. THE JOINT WRAP MANUFACTURER
) INSTALLATION RECOMMENDATION SHALL BE INCLUDED WITH THE SHOP DRAWINGS SUBMITTED FOR
REVIEW. THE EXTERNAL JOINT WRAP SHALL BE INSTALLED IN TWO PIECES AS SHOWN IN FIGURE 1.
2. COVER THE EXTERNAL JOINT SEALER WITH A 3 FOOT STRIP OF FILTER FABRIC CONFORMING TO
TYPE 4 REQUIREMENTS IN SECTION 1056 OF THE NCDOT STANDARD SPECIFICATIONS.
3. CONCRETE BAFFLE TO BE INSTALLED ON BOTH ENDS OF PROPOSED BOX CULVERT.
4. FASTEN BAFFLE TO BOX CULVERT BY PROVIDING #4 AT 9" O.C. VERTICAL. DRILL AND EPDXY INTO
CULVERT MINIMUM 5" EMBEDDED. PROVIDE MINIMUM OF TWO #4 AT 8" O.C. HORIZONTAL ON SIDES
OF BOX CULVERT WITH MINIMUM 5" EMBEDMENT AS SHOWN IN FIGURE 2.
CONCRETE BAFFLE DETAIL
N TS
z
a
Cn
Q
0'
O
Z
vi Gq
M 0
0
cp
a�
M
O
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GENERAL NOTES TRAFFIC CONTROL NOTES
ROAD
0
(� ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL CONFORM TO THE CURRENT EDITION OF THE MANUAL ON 1. PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE PROJECT. THEY ARE TO p"
UNIFORM TRAFFIC CONTROL DEVICES, THE CURRENT EDITION OF THE NORTH CAROLINA DEPARTMENT OF BE USED AT SPECIFIC LOCATIONS AS REQUIRED BY THE DETAILS OF THE TRAFFIC CONTROL PLANS. U
TRANSPORTATION ( NCDOT) SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND Q
1 Q ROAD PAM HIGHWAYS, THE NCDOT ROADWAY STANDARD DRAWINGS AND THE CURRENT EDITION OF THE NCDOT STANDARD 2. TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT. TO A TRENCH AT EXISTING
O® SPECIFICATIONS FOR ROADS AND STRUCTURES. GRADE, MEASURED FROM THE SIDE FACING TRAFFIC.
ADAPT THE TRAFFIC CONTROL PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO PROVIDE SAFE 3. MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES SHALL BE 20 FT. IN TANGENT AREAS, 20 FT. IN
AHEAD ENDS AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, TAPERS, AND 10 FT. IN RADII UNLESS OTHERWISE INDICATED ON THE PLANS.
STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR UNDESIRED
011 -2) V (W8-3) 20 -3) OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR REMOVING DEVICES. 4. WHEN USING TYPE III BARRICADES WITH "ROAD CLOSED" SIGN ATTACHED, BARRICADES SHALL BE OF
TYPE IN BARRICADE 48'X30' SUFFICIENT LENGTH TO CLOSE ROADWAY. ALL TYPE III BARRICADES SHALL INCLUDE FLASHING WARNING
THE FOLLOWING GENERAL NOTES APPLY AT ALL 11MES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT LIGHTS. w
48'X 48' WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER.
5. WHEN USING TYPE III BARRICADES WITH "ROAD CLOSED TO THRU TRAFFIC" SIGN ATTACHED, Q
A) THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC CONTROL BARRICADES SHALL BE OF SUFFICIENT LENGTH TO CLOSE 1/2 ROADWAY. CONTRACTOR SHOULD BE
DEVICES, SIGNS, BARRICADES, WARNINGS AND /OR CHANNELIZING DEVICES FOR WORK SITES AND DETOUR ROUTES AS AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR A VERTICAL CREST OR HORIZONTAL
^�•� 0 R 18" MINIMUM LOCATION ON TRAFFIC PLANS UNLESS
BARRICADES, SIGNS,
ETC. ETIC ES AWITHIN BE APPROVEDCAND INSPECTED BY THE PROJECT CURVE AND MINIMUM RSTOPPING EXTENDED OIS THAT
MET. LANE CLOSURE BEGINS IN ADVANCE OF THE o
® 1.1� 1 Wll INSPECTOR.
6. WHEN TRAFFIC PROCEEDS THROUGH OR ADJACENT TO CONSTRUCTION ACTIVITY OR A WORK ZONE,
Wx 24') 4 B) THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT INSPECTOR PRIOR TO BEGINNING ANY WORK THAT WILL FLAGGER(S) AND FLAGGER SYMBOL SIGN(S) (W20 -7A) SHALL BE USED AS DIRECTED BY THE PROJECT
SEE REQUIRE THE PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL DEVICES BY THE CONTRACTOR. ALL INFORMATION INSPECTOR TO SLOW AND /OR STOP TRAFFIC AND DIRECT IT THROUGH THE WORK AREA. SIGN W20 -7A N o
z
MUST BE IN WRITING TO THE ENGINEER REGARDING THE TRAFFIC CONTROL PLAN. THE CONTRACTOR IS TO NOTIFY THE SHALL NOT BE DISPLAYED EXCEPT WHEN FLAGGER IS PRESENT.
6F.62 ENGINEER 10 WORKING DAYS IN ADVANCE OF ANY ROAD CLOSURE. o Z
7. THE CONRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT TO PROPOSED a W
M <LO0>8E G) THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL - MAINTAINED SIGNS, PAVING OPERATION. •• 0 z
`�.J BARRICADES, WARNING AND /OR CHANNELIZING DEVICES. ON CONNECTING ROADS, ALL BARRICADES, SIGNS, WARNING, Ul
DETOUR AND /OR C HANNELIZING DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS REQUIRED DURING THE 8. INSTALL ADVANCE WARNING DEVICES FOR FULL ROAD CLOSURE.
W PROGRESS OF CONSRUCTION AS APPROVED BY THE ENGINEER. L z
DRUM CHMINE 1710 �N - 9. CONTRACTOR SHALL SUPPLY AND INSTALL ALL TEMPORARY PAVEMENT MARKINGS AS SHOWN ON THE 09 � 0 � ° T D) THE CONTRACTOR SHALL PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR PROPERTY THROUGHOUT THE PLANS OR AS DIRECTED BY THE ENGINEER. 9 L o ('9 �-) 8 7) PROJECT, INCLUDING INGRESS AND EGRESS FOR BUSINESSES. �., �� N 3O' X 24' X 48' 10. THE CONRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONRACTOR SHALL p,, a
COMPLETE THE REQUIREMENTS OF EACH CONSRUCTION PHASE IN SEQUENCE. WHEN A CONSTRUCTION
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 OCCURRING PHASE IS DIVIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH STEP Aye! Q a N o
ON THE PROJECT. THESE DRAWINGS ARE FOR TYPICAL SITUATIONS AND SHOULD BE ADAPTED TO THE ACTUAL FIELD IN SEQUENCE. (EXAMPLE: THE REQUIREMENTS OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING
CONDITIONS. UNFORESEEN FIELD SITUATIONS MAY PREVENT THE ADAP11ON OF THE PRESCRIBED TYPICAL DRAWING OR TO PHASE II; THE REQUIREMENTS OF STEP 1 OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING P c o z N o 0
STANDARD EXACTLY AS SHOWN. THE CONTRACTOR, AT THE DIRECTION OF THE ENGINEER, SHALL MOVE, SUPPLEMENT, TO STEP 2 OF PHASE 1). ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL BE PERFORMED BY o =�
CHANGE, AND /OR REMOVE THE TRAFFIC CONTROL DEVICES ASSOCIATED WITH THESE TYPICAL DRAWINGS AND /OR THE CONTRACTOR, EXCEPT WHERE IT IS SPECIFIED FOR CERTAIN WORK TO BE PERFORMED BY OTHERS. E o `� 0 0
ROAD STANDARD DRAWINGS TO ENSURE THAT THE MOTORIST CAN PASS THROUGH THE CONSTRUCTION AREA IN A SAFE AND v ,N. °; o z v,
END EFFICIENT MANNER. 11. THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A TIME
IN ANY ONE DIRECTION.
® (M4-8 A) 1 WORK F) CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL DRAWINGS OR STANDARDS BE USED IN ONE
DETOUR , AREA OF CONSTRUCTION. CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL BE MOVED, SUPPLEMENTED, 12. AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTIVITY, THE DIFFERENCE IN ELEVATION BETWEEN
48 X I8 AHEAD LANES SHALL NOT EXCEED 1 INCH.
CHANGED, OR REMOVED AS REQUIRED. BY THE CONSTRUCTION PHASING OF THE PLANS. THE LOCATION -AND •...
NEXT POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT
(W20-1) (SP -4R) RECEIVE FALSE INFORMATION WHEN TWO OR MORE TYPICALS AND /OR ROADWAY STANDARD DRAWINGS OVERLAP. 13. FLAGGER(S) AND FLAGGER AHEAD SYMBOL SIGNS) W20 -7A MAY BE REQUIRED TO DIRECT TRAFFIC
30 'x 30' 48' X 12' THROUGH CONSTRUCTION ZONE DURING PAVEMENT DEMOLITION AND /OR CONSTRUCTION ACTIVITIES.
G) TEMPORARY OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. -THESE ARE NORMALLY USED
FOR SHORT -TERM OPERATIONS TO WARN AND GUIDE TRAFFIC THROUGH OR AROUND CONSTRUCTION AREAS WITHIN A 14. THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MARKINGS WHICH HAVE BEEN OBLITERATED Ga
RM CL06ED CONSTRUCTION ZONE. OPERATIONAL SIGNS SHALL BE INSTALLED PRIOR TO THE START OF OPERATIONS AS SHOWN ON BY CONSTRUCTION ACTIVITIES AT THE END OF THE PROJECT CONSTRUCTION. �A
TO THE PLANS OR AS DIRECTED BY THE ENGINEER. SIGNS SHALL BE MAINTAINED IN PROPER POSITION AND KEPT CLEAN �
im MAFM AND LEGIBLE AT ALL TIMES. INSTALL SAND BAG BALLAST, OR OTHER APPROVED DEVICES TO PREVENT MOVEMENT OF 15. IF AN OPEN TRENCH OR A DIFFERENCE IN GRADE BETWEEN LANES GREATER THAN 1 INCH IS TO a
SIGNS BY WIND OR PASSING VEHICLES AS NEEDED, SIGNS SHALL BE REMOVED WHEN NOT APPLICABLE. THE BOTTOM OF REMAIN OVERNIGHT, BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING$
THE SIGN SHALL BE A MINIMUM OF 1 FOOT ABOVE THE PAVEMENT SURFACE. PAVEMENT IN AREAS ADJACENT TO AN OPENED RAVEL LANE OR USE TRAFFIC BEARING STEEL
(FM -4) W • L.E�
60• PLATES.
X30• H) WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE REQUIRED 16. CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROADWAY SIMULTANEOUSLY WITHIN THE SAME V1
O (SP-40 SIGNS, BARRICADES, WARNING, AND /OR CHANNELIZING DEVICES ARE INSTALLED AND INSPECTED AND THEN APPROVED
SIDEWALK 4s' x 12' BY THE PROJECT INSPECTOR AND PERMITS HAVE BEEN ACQUIRED. AREA.
4� O CLOSED R9-9 -1 I) ANY EXISTING PAVEMENT MARKINGS DETERMINED BY THE ENGINEER TO BE MISLEADING OR IN CONFLICT WITH THE 17. INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL BUSINESSES AND DWELLINGS AFFECTED BY THE
( ) TRAFFIC CONTROL PLAN SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR PRIOR TO PROCEEDING WITH ANY PROJECT. SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS.
TYPE III BARRICADE CONSTRUCTION ACTIVITY. 18. CONTRACTOR TO MAINTAIN ACCESS TO RESIDENTS AT ALL TIMES.
J) ALL TEMPORARY PAVEMENT MARKINGS APPLIED BY THE CONTRACTOR SHALL BE IN PAINT UNLESS OTHERWISE O
SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS. ~
K) THE CONTRACTOR MUST BE PREPARED TO PROVIDE FLAGGERS DURING CONSTRUCTION ACTIVITY. �y
N
@ L) FLAGGERS' ATTIRE SHALL INCLUDE A FLUORESCENT ORANGE VEST, SHIRT, OR JACKET WORN AS THE OUTER LAYER �
ROAD OF CLOTHING. THE FLAGGER SHALL BE EQUIPPED WITH A STOP /SLOW PADDLE (SEE MUTCD, PART vi, SECTION 6E, O
o CLOSED
PROPERLY �EQU PPED WILL LAND INSTRUCTED, WILL IN BBE PROVIDED BYHTHE CONTRACTORS AND STATIONEDNAT THE LOCATIONSS, O
11M F7 SPECIFIED OR AS DIRECTED BY THE ENGINEER. A FLUORESCENT ORANGE CAP. MAY BE REQUIRED. W C
M) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN. N
TYPE III BARMADE (W20 -3) N) THE CONTRACTOR SHALL CONTACT THE CITY OF RALEIGH PUBLIC WORKS DEPARTMENT AT 919 -996 -3030 TO OBTAIN O W
A LANE CLOSURE PERMIT AT LEAST 72 HOURS PRIOR TO LANE CLOSURE. CONTRACTOR SHALL PROVIDE EXACT
LOCATION, CROSS STREET, DATES FOR LANE CLOSURE, CONTACT PERSON, AND FAX NUMBER. STREET CLOSURES WILL
REQUIRE 3 WEEKS NOTICE. QI
� —�- ^, , oMm�ED
D OUR O STAIN CONTRACT CUT ALL BE RESPONSIBLE FOR CONTACTING THE INSPECTIONS DEPARTMENT AT 919- 516 -2495 TO
O
P) THE CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER, SIDEWALKS AND STREET TO
(M4--9) EXISTING CONDITIONS OR BETTER.
3W X 24' Q) NO WORK OR BLOCKAGE OF EXISTING THROUGH TRAFFICE LANES AND /OR SPECIAL TURN LANES SHALL OCCUR
DURING THE PEAK TRAFFIC HOURS OF 7AM TO 9AM AND 4PM TO 6PM MONDAY THROUGH FRIDAY.
DETOUR ROAD Z Z � s
® CLOSED
W �x N�
W N Q
(M4-9 L)
30' x 24' (W20 -3) o w
48x, x y w
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DETOUR 18 ALL CONSTRUCTION IS TO BE IN STRICT
O . ACCORDANCE WITH THE MOST RECENT o °
a
(M4-9 R) EDITION OF CITY OF RALEW AND NO M ° Z a
30' x 24' DOT STANDARIDS AND SPECIFICATIONS. co a
(W20 -7A)
,Wx 48'
10 ROAD Utility installations and other public facilities, including sidewalks
and handicap ramps, are to be constructed on all streets as a
CONSTFUCTM specified by City Code. These facilities have been approved by C"'I O
the City of Raleigh and shall be installed unless a change is
authorized by written approval. Public Sanitary Sewer H a
AHEAD Easements are to be recorded prior to final acceptance. Z H
(W20 -1) Transportation Services
48'x 48' �;) pit 0
9 WTOUR Public Utilities U
Stormwater U
AHEAD
11 �� Planning a
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(M4-10 L)
SEA
DETOUR T_
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1
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Cu \ -- -
�� LIMITS of � � ' • � ' l i �' j O ~ � � \ �f � -- � _._ �.... ��.-� �•-�t
{.
r DISTURBANCE z" coc;,cc� - 1
0.64 AC
KAPLAN DRIVE EROSION
CONTROL PLAN
SCALE: V_20
20'
TEMPORARY SEEDING SCHEDULE FOR OVERBANK AREAS
Zj
MAJA
PLANTING RATE
*NOT TO BE USED ON CHANNEL BANKS
APPLY 2,000 LBS /ACRE GROUND AGRICULTURAL LIMESTONE; 1,000 LBS /ACRE
10 -10 -10 FERTILIZER; AND 500 LBS /ACRE OF 20 PERCENT SUPERPHOSPHATE OR
EQUIVALENT IN ADDITION TO THE INDICATED FERTILIZER.
APPLY 4,000 LBS /ACRE GRAIN STRAW MULCH TO SERVE AS COVER FOR SEEDING.
ANCHOR STRAW BY TACKING WITH LIQUID ASPHALT AT A RATE OF 400 GAL /ACRE OR
EMULSIFIED ASPHALT AT A RATE OF 300 GAL /ACRE; ROVING; OR NETTING.
USE JUTE, EXCELSIOR MATTING, ENGINEER - APPROVED TURF REINFORCING MATTING TO
COVER THE BOTTOM OF CHANNELS AND DITCHES AS INDICATED ON THE PLANS OR
AS DIRECTED BY THE ENGINEER. SUCH PRODUCTS SHALL BE SECURED BY STAPLES
OR STAKES AS INDICATED IN THE DRAWINGS OR AS DIRECTED BY THE ENGINEER.
TEMPORARY SEEDING AND MULCHING FOR STREAM BANK STABILIZATION
SUMMER SEASON WINTER SEASON
SEEDING 50% BROWNTOP MILLET
MIXTURE 40 LBS /ACRE OF: (BRACHIARIA RAMOSA)
50% PEARL MILLET
(PENNISETUM GLAUCUM)
BLENDED TALL FESCUE*
240 LBS /ACRE
APRIL 1 - OCTOBER 1
(AT LEAST 5 TYPES)
SEEDING
-
JAN 1 MAY 1
TEMPORARY SEEDING WILL BE REQUIRED ON ALL STREAM
AMENDMENTS
STREAM RESTORATION AREAS DISTURBED FOLLOWING
KOBE LESPEDEZA
50 LBS /ACRE
MAY 1 - AUG 15
GERMAN MILLET
40 LBS /ACRE
AUG 15 - DEC 31
RYE (GRAIN)
120 LBS /ACRE
*NOT TO BE USED ON CHANNEL BANKS
APPLY 2,000 LBS /ACRE GROUND AGRICULTURAL LIMESTONE; 1,000 LBS /ACRE
10 -10 -10 FERTILIZER; AND 500 LBS /ACRE OF 20 PERCENT SUPERPHOSPHATE OR
EQUIVALENT IN ADDITION TO THE INDICATED FERTILIZER.
APPLY 4,000 LBS /ACRE GRAIN STRAW MULCH TO SERVE AS COVER FOR SEEDING.
ANCHOR STRAW BY TACKING WITH LIQUID ASPHALT AT A RATE OF 400 GAL /ACRE OR
EMULSIFIED ASPHALT AT A RATE OF 300 GAL /ACRE; ROVING; OR NETTING.
USE JUTE, EXCELSIOR MATTING, ENGINEER - APPROVED TURF REINFORCING MATTING TO
COVER THE BOTTOM OF CHANNELS AND DITCHES AS INDICATED ON THE PLANS OR
AS DIRECTED BY THE ENGINEER. SUCH PRODUCTS SHALL BE SECURED BY STAPLES
OR STAKES AS INDICATED IN THE DRAWINGS OR AS DIRECTED BY THE ENGINEER.
TEMPORARY SEEDING AND MULCHING FOR STREAM BANK STABILIZATION
SUMMER SEASON WINTER SEASON
SEEDING 50% BROWNTOP MILLET
MIXTURE 40 LBS /ACRE OF: (BRACHIARIA RAMOSA)
50% PEARL MILLET
(PENNISETUM GLAUCUM)
50% BARLEY (HORDEUM
50 LBS /ACRE OF; VULGARE)
50% WINTER RYE (SECALE
CEREALE)
SEEDING
DATES
APRIL 1 - OCTOBER 1
OCTOBER 1 - APRIL 1
SEEDING
TEMPORARY SEEDING WILL BE REQUIRED ON ALL
TEMPORARY SEEDING WILL BE REQUIRED ON ALL STREAM
AMENDMENTS
STREAM RESTORATION AREAS DISTURBED FOLLOWING
RESTORATION AREAS DISTURBED FOLLOWING ALL LAND
7 DAYS
ALL LAND DISTURBING ACTIVITIES.
DISTURBING ACTIVITIES.
--� --� --
ALL SOIL IN PLANTING AREAS SHALL BE TESTED AND
ALL SOIL IN PLANTING AREAS SHALL BE TESTED AND
7 DAYS
THE RATE OF FERTILIZATION AND LIMING SHALL BE
THE RATE OF FERTILIZATION AND LIMING SHALL BE IN
14 DAYS
IN ACCORDANCE WITH THE TEST RESULTS.
ACCORDANCE WITH THE TEST RESULTS.
TREE PROTECTION (SEE DETAIL 7/10)
THE PLANTING OF ANY SPECIES OF FESCUE GRASS
THE PLANTING OF ANY SPECIES OF FESCUE GRASS
14 DAYS
ALONG OR ADJACENT TO STREAMS AND CHANNELS
ALONG OR ADJACENT TO STREAMS AND CHANNELS IS
IS PROHIBITED UNLESS OTHERWISE APPROVED BY
PROHIBITED UNLESS OTHERWISE APPROVED BY THE
THE ENGINEER.
ENGINEER.
O 0 O
ALL AREAS SHALL BE MULCHED FOR EROSION
ALL AREAS SHALL BE MULCHED FOR EROSION CONTROL
000
CONTROL UPON COMPLETION OF CONSTRUCTION
UPON COMPLETION OF CONSTRUCTION ACTIVITIES OR AS
X00
ACTIVITIES OR AS DIRECTED BY THE ENGINEER.
DIRECTED BY THE ENGINEER.
NOTES:
1. GROUND COVER - WHEREVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING
MORE THAN ONE (1) ACRE, A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR
PROVIDED PER THE GROUND COVER SCHEDULE SHOWN BELOW.
2. GRADED SLOPES AND FILLS - PER THE GROUND COVER SCHEDULE SHOWN BELOW, OR AT THE
COMPLETION OF ANY PHASE OF GRADING, WHICHEVER PERIOD IS SHORTER, SLOPES SHALL BE PLANTED
OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN
EROSION.
GROUND COVER SCHEDULE
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
STABILIZATION TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
SEDIMENT FENCE (SILT FENCE, SEE DETAIL 1/10)
•• • -I•` • -- �,-- • ti
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
COIR FIBER MATTING
--� --� --
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
SLOPES STEEPER THAN 3:1
7 DAYS
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50 FEET IN
�./
TREE PROTECTION (SEE DETAIL 7/10)
LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER
14 DAYS
NONE (EXCEPT FOR PERIMETERS AND HWQ ZONES)
THAN 4:1
EROSION CONTROL NOTES:
1. REFER TO GENERAL NOTES ON SHEET 2.
2. DISTURBED AREAS:
KAPLAN CULVERT 0.64 AC
TOTAL 0.64 AC
3. NO ON -SITE BURIAL OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE PERMITTED.
4. ANY DISTURBANCE BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLANS IS A VIOLATION
OF THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT AND THE CONTRACT
SPECIFICATIONS.
5. PLEASE REFERENCE THE CITY RALEIGH STANDARDS SHOWN ON SHEET 10 FOR EROSION CONTROL
DETAILS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES
RELATED TO THE CONSTRUCTION SITE.
7. AT A MINIMUM, EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH
APPLICABLE STATE AND LOCAL REGULATIONS. ADDITIONAL EROSION CONTROL MEASURES MAY BE
REQUIRED BY LOCAL GOVERNING AGENCIES.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REMOVAL OF ANY SOIL TRACKED
INTO THE PUBLIC RIGHT -OF -WAY.
9. THE LOCATIONS OF SOME EROSION CONTROL MEASURES MAY HAVE TO BE ALTERED FROM THOSE
SHOWN ON THE PLANS IF DRAINAGE PATTERNS CHANGE DURING CONSTRUCTION, SUBJECT TO
THE REVIEW AND APPROVAL OF THE PROJECT ENGINEER.
10. NO STOCKPILING SHALL OCCUR OVERNIGHT WITH THE EXCEPTION OF THE EXISTING RIPRAP AS
NOTED ON SHEET 4. REMOVE AND PROPERLY DISPOSE OF ALL DEBRIS FROM STOCKPILE AT THE
END OF EACH WORKING DAY.
11. THE CONTRACTOR SHALL INSTALL AND MAINTAIN PUMP AROUND AND IMPERVIOUS DIKE AS
NEEDED.
12. SEE SHEET 10 FOR SEEDING AND STABILIZATION DETAILS.
CONSTRUCTION SEQUENCE:
1. REFER TO ABOVE NOTES AND GENERAL NOTES ON SHEET 2.
2. THE CITY OF RALEIGH SHALL OBTAIN GRADING PERMIT FROM NCDENR -LAND QUALITY SECTION.
3. THE CITY OF RALEIGH SHALL CONDUCT THE PRE- CONSTRUCTION MEETING INCLUDING THE
ENGINEER, THE CONTRACTOR'S SUPERINTENDENT, THE PROJECT INSPECTOR AND OTHER AFFECTED
PARTIES.
4. AT THE BEGINNING OF THE WORK, INSTALL AND STABILIZE THE GRAVEL CONSTRUCTION
ENTRANCES /EXIT PATHS AT THE LOCATION OF THE WORK SITE, WITH THE EXCEPTION OF 5217
KAPLAN. THE CONSTRUCTION ENTRANCE ON 5217 KAPLAN WILL BE INSTALLED ONCE THE
SANITARY SEWER LINE HAS BEEN REPLACED AND PRIOR TO THE CULVERT AND HEADWALL
INSTALLATION. THE CONSTRUCTION ENTRANCES /EXIT PATHS SHALL BE INSTALLED AS SHOWN ON
THE PLANS AND DETAILS OR AS DIRECTED BY THE PROJECT INSPECTOR.
5. AFTER ESTABLISHMENT OF THE CONSTRUCTION ENTRANCE /EXIT, ALL PERIMETER EROSION
CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CLEARING AND GRUBBING.
6. PRIOR TO CLEARING AND GRUBBING /CONSTRUCTION, THE CONTRACTOR SHALL REQUEST AN
ON -SITE INSPECTION FROM THE PROJECT INSPECTOR. UPON RECEIPT OF CERTIFICATE OF
COMPLIANCE, GRUBBING /CONSTRUCTION MAY BEGIN.
7. PERFORM GRADING OPERATIONS IN A MANNER AND SEQUENCE SO AS TO REDUCE UNNECESSARY
DISTURBANCE OF SURFACE COVER.
8. CONTRACTOR SHALL INSTALL WATERLINE, CULVERTS, STORM STRUCTURES AND HEADWALLS
ALLOWING BASE AND STORM FLOWS TO BE CONVEYED TO THE EXTENT POSSIBLE.
9. CONTRACTOR SHALL INSTALL IMPERVIOUS DIKES AND PUMP AROUND TO COMPLETE REMAINING
CHANNEL WORK AND OTHER CONTRACT WORK ASSOCIATED WITH THE NEW CULVERTS BEFORE
DIVERTING FLOWS THROUGH THE NEW CULVERTS. NEW CHANNEL MUST BE STABILIZED BEFORE
FLOWS ARE DIVERTED.
10. CONTRACTOR SHALL COMPLETE REMAINING WORK ITEMS INCLUDING REMOVAL OF THE EXISTING
CULVERTS, REMAINING SANITARY WORK AND REQUIRED BACKFILL, GRADING AND STABILIZATION.
MAINTENANCE PLAN: _
1. ALL TEMPORARY EROSION- CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS
NOTED ON THE EROSION CONTROL DETAILS. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE EROSION CONTROL MEASURES AND
PROPERLY DISPOSED OF.
VEGETATIVE PLAN:
1. EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION IS
ESTABLISHED. THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF
EACH WORKING DAY TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.
2. DISTURBED AREAS NOT AT FINAL GRADE AND LEFT IDLE SHALL BE TEMPORARILY VEGETATED PER
THE GROUND COVER SCHEDULE SHOWN ON THIS SHEET. UPON COMPLETION OF FINAL GRADING,
PERMANENT VEGETATION SHALL BE ESTABLISHED PER THE GROUND COVER SCHEDULE SHOWN ON
THIS SHEET. GRADED SLOPES SHALL BE ESTABLISHED PER THE GROUND COVER SCHEDULE SHOWN
ON THIS SHEET.
3. ALL OTHER DISTURBED AREAS WILL BE STABILIZED BY PERMANENTLY VEGETATING WITH SEED AND
MULCH AS RECOMMENDED BY THE PERMANENT SEEDING SPECIFICATIONS DUE TO THE RESTRAINTS
ON THE LENGTH OF IMPROVEMENTS AND /OR DURATION OF EXPOSED DISTURBED AREAS.
4. ONCE PERMANENT VEGETATION 1S ESTABLISHED, THE CONTRACTOR SHALL SCHEDULE A FINAL
INSPECTION IN ORDER TO OBTAIN A CERTIFICATE OF COMPLETION. AFTER APPROVAL, ALL
REMAINING TEMPORARY EROSION CONTROL MEASURES MAY BE REMOVED.
LOD LOD
LIMITS OF DISTURBANCE /CONSTRUCTION LIMITS
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TREE PROTECTION (SEE DETAIL 7/10)
INLET SEDIMENT FILTER (SEE DETAIL 9/10)
LLLLL
CHANNEL GRADING LIMITS
Utility installations and other public facilities, including sidewalks
and handicap ramps, are to be constructed on all streets as
specified by City Code. These facilities have been approved by
the City of Raleigh and shall be installed unless a change is
authorized by written approval. Public Sanitary Sewer
Easements are to be recorded prior to final acceptance.
Transportation Services
Public Utilities
Stormwater
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MIN. 10 GA.
LINE WIRES
IIIII =11
II
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DESIGN CRITERIA NOTES 40' + FOR REPAIR OF SILT O
FENCE FAILURES, USE
NOTES: No. 57 WASHED STONE.
I. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON A FILTER FABRIC FOR ANCHOR WHEN SILT
THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. 50' MIN,
KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM. FOUNDATION. TREE PROTECTION AREA FENCE IS PROTECTING a
KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN THE OUTER 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL BUT SUFFICIENT TO KEEP I. PUT SILT FENCE OR TREE PROTECTION FENCE UP IB• _
WHERE THE DAM ABUTS THE CHANNEL BANKS. DO NOT ENTER CATCH BASIN.
EDGES AT NATURAL GROUND ELEVATION. TO ENSURE CONSTRUCTION ENTRANCE IS USED. C.'
MIN. 12-1/2 GA. KEEP THE SIDE SLOPES OF THE DAM AT 2H OR FLATTER 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING SEDIMENT ON SITE Ci
INTERMEDIATE ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE AROUND THE ENDS OF THE CHECK DAM. 00 00 0 o p00 0 0 0000 o U)
WIRES UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER 00° °oo$oo°o�0 °0°000 °0 8 0 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION. DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. o° Sa oo. 0opoo No o$o°o 0 og WARNING SIGN DETAIL
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD o0° ° op4J THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING B• MAX. Q
USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THE DAM WITH op 25' OR FULL WIDTH VARIABLE AS DIRECTED BY THE ENGINEER
NCDOT •5 OR "57 STONE. CAUSE EROSION, m o° 2 - 3° STONE TO BE USED $ OF PROPOSED STREET OVER THE STONE, THEN THE TIRES OF THE
GRADE KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS STABLE. X O po STEEL POST in
MINIMUM OF L5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE rA D °o (SURGE STONE OR °o° OR ENTRANCE, VEHICLE MUST BE WASHED BEFORE ENTERING THE WOVEN WIRE FABRIC
CHECK DAMS. ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. Z `� op RAILROAD BALAST ) °o WHICHEVER IS PUBLIC ROAD. WARNING SIGN
111111 =IP O D ° GREATER. SILT FENCE GEOTEXTILE FABRIC TREE PROTECTION AREA
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS DO NOT ENTER
p° p pp•�°o° 000 O oo °p o° MIN. 10 GA. ).111. 12-1/2 GA.
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY "'•
FILL SLOPE LINE WIRES
INTERMEDIATE
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY c i WIRES
2 OF NCDOT 5 RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL f i SILT FENCE FABRIC
9° MIN 1.5' MIN OR -57 WASHED STONE 15' L. PLAN RESPONSIBILITY FORM. INSTALLED To SECOND GRADE
I- GRADE WIRE FROM TOP
NOTES: -� - CLASS B RIP -RAP o °Oo�f'�Q� _IIIII-1111 = 11111 = 11111= 11111 = 11111 - 11111 - 111100111- 11111 = 11111= 11111 - 11111 - 11111 - 11111 - 11111 = 11111 =111 =11111 =111 = 11111 =U'
STEEL POST - - - - �{IDOQQQ V 90A 6- MIN. COVER L 1111 - IIII
2' MAX AT OVER SKIRT
END OF SILT FENCE SHOULD BE TURNED UPHILL WOVEN WIRE FABRIC IS ALWAYS REQUIRED
SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS FOR REPAIR OF SILT FILTER CLOTH Q pO p �CQ CENTER EXTEND WIRE 6' MIN. INTO TRENCH Q
1 't � S' • ,Q�
SILT FENCE GEOTEXTILE FABRIC '' �'' 1,+�H %> p0 OQQ NEW CONSTRUCTION
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES; / FENCE FAILURES, USE o" oO pQ�� Q Qom/ AND ANCHOR SKIRT AS
PLANNING CONSIDERATIONS &DESIGN CRITERIA. (HOWEVER FLOW r/ NO. 57 WASHED STONE. ?�' OQ Q O �`J OOZj�Q DIRECTED BY ENGINEER
SHALL NOT RUN PARRALLEL WITH THE TOE OF THE FENCE). z FOR ANCHOR WHEN SILT FILTER CLOTH EXISTING ROADWAY 35' MIN. 15' MIN. SIDE VIEW I[III FRONT VIEWI;11 IIII
PROVIDE STONE OUTLETS AT LOW POINTS. SEE DETAIL II/12. o o FENCE IS PROTECTING �--. 4' TO 6'�••I
a FILL SLOPE CATCH BASIN, IN EACH °
CASE THE SILT FENCE PLAN VIEW o�o� ° °Soo °
IS TO BE PROPERLY CROSS- SECTION VIEW °p °° ° °o °° z,
0 00000 0000 0 00000 0 000 S�OpB °o ) 12' MIN. NO WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
v a m M STONENSHADLL &BEHAT m 6' MIN.. • +•y' •S o 0°00° °°0 ° ° °0 0 0 °° o°�o °o °oO °�Qo 8 °0 oo °0yo °'moo °cP° °moo S II�I�IIII
' GRADE I*�11 2. LETTERS TO BE 3' HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
m N A MINIMUM OF 16' m ro in a N �IIIII�� (I rlll���l'III u 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
m -0 ABOVE GRADE AT THE a C3 O (= 1= m p 4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
O =1JIp- - II- (IIII=
DIRECTION OF FLOW ° o N c L = THE DISTANCE SUCH THAT POINTS M
- 6' MIN. COVER & BETWEEN 60 - 45 w A AND B ARE OF EQUAL ELEVATION FABRIC UNDER STONE 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
0' n r `-' CHECK DAM n 1- 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
n° C7 IIII OVER SKIRT DEGREES. -°y o n iA
N n y o 00 m n N > n 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. '~ W
m ANCOR SKIRT AS g o° ° 0a° •' -O - 8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
p IIII IIII O o °o ° °o °o °oo'oo° w O D O 9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
Z p =° DIRECTED BY ENGINEER. �: a O ����� o A B% O Z u A O ±+ Z
n,°, o 1T IIII =IIIII m o ^'T �iii�'iiiL-111�_i111_ `'i'(`_ L o 000 nz o ti CROSS SECTION - N� o N �1 0. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS (HOWEVER FLOW SHALL NOT RUN PARALLEL 0
O r- ;1j o p = O� `"�' ° oo °o °oo p Z N O �) p M r o WITH THE FENCE) AND DESIGN CRITERIA.
• p m y ("") y `����� =1 _o/ 00 0 °0 °000 oa000 -1 -I ��• O n�j bT'-� 11. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. • • Z
# n r SIDE VIEW # n ' N��,IIII_ t< D C " nj k O D 1�j 12. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION. o W
a (,+t A 1111= 1111_ z A` -' ai v
.A y `'��� G) Z f�l A •" FOR CONDITIONS WHERE PRACTICE APPLIES, PLANNING CONSIDERATIONS.
Z � y n p PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING SIDE VIEW - o -I o 2 �7
O o _ ;7 D ° _ O o S 13. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION. PC
�� m a m m n m n�
CONSTRUCTION ENTRANCE n m
O M C) z y z -Zi N Z i ti O m rn o Z (HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE) Z
STANDARD T E M P O R A R Y SILT F E N C E m DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS. m W n fr D
m SEE DENR STANDARDS & SPEC$. F" A STANDARD TEMPORARY SILT / TREE PROTECTION FENCE
m
FOR COMPLETE DESIGN CRITERIA & MAINTENANCE Q m
CHECK DA
;64 �U oz �Y
1 TEMPORARY SILT FENCE 2 CH M 3 CONSTRUCTION ENTRANCE TREE PROTECTION FENCE _ �oo
10 10 44 0� o
10 10 NTS NTS NTS C I a
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ALL PLANTING AREAS SANDBAG BARRIERS SHALL BE CONSTRUCTED OF LAYERS C) r., 0ZCnn
NOTES: OF SANDBAGS. FOR THE EXAMPLE SHOWN, THE BOTTOM
PLANTINGS SAPLINGS LAYER SHALL CONSIST OF 3 ROWS OF BAGS, THE MIDDLE
COIR FIBER FABRIC MAT NOT BE 1. EXCAVATION SHALL BE PERFORMED ONLY IN DRY LAYER SHALL CONSIST OF 2 ROWS OF BAGS AND THE TOP
CUT WITH PLANTING IMPLEMENTS. ZONE 3 AND /OR ISOLATED SECTIONS OF CHANNEL. LAYER SHALL CONSIST OF 1 ROW OF BAGS. THE ©bid
THE SMALLEST OPENING NECESSARY 2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE RECOMMENDED DIMENSION OF A FILLED SANDBAG SHALL BE •y ly bb
TO ACCOMMODATE EACH PLANT WORK AREAS FROM STREAM FLOW. APPROXIMATELY 0.5 FT X 0.5 FT X 1.5 FT. CONTRACTOR
SHALL BE CUT INTO THE FABRIC ZONE 2 3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA FLOW SHALL STACK BAGS HIGHER IF NECESSARY. b ''Q
COIR FIBER USING A SHARP KNIFE OR SHEARS. _ _ SEED MIX THAN CAN BE STABILIZED IN ONE WORKING DAY. A INTAKE HOSE
MATTING I �II I� - = si MAXIMUM OF 1000 FEET MAY BE DISTURBED AT ANY FLOW O
0.75" TO 2" - I I PLANT SPACING III =III 111= ONE TIME.
FLAT TOP ZONE 1 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLASS A STONE PUMP ( B •�'
1 DETAIL PLANTS SHALL BE INSTALLED IN ���,. DETERMINING PUMP SIZE SUFFICIENT TO PUMP BASE AROUND i +�.
END LIVE STAKES SHOULD BE 2 -3 STAGGERED ROWS. PLANT SPACING �� //
FLOW. THE '2 -YEAR PEAK FLOW IS 180,000 GPM. PUMP
0.5' TO 1.5' FEET LONG. ADDITIONALLY, THE SHALL BE APPROXIMATELY TWO KEY IN PER 5. DIKE MUST BE CONSTRUCTED OF NON- ERODIBLE
LATERAL STAKES SHOULD HAVE A FEET (2.0') BETWEEN PLANTS IN MANUFACTURER'S //� //� WORK AREA A A
BUD DIAMETER OF 0.75 TO 2 INCHES. THE SAME ROW. ROWS SHALL BE INSTRUCTIONS SEE 1 MATERIALS SUCH AS SANDBAGS SEE DETAIL 6/10.
/ / \\ SEQUENCE OF CONSTRUCTION FOR TYPICAL AROUND DE- WATERING
STAGGERED SUCH THAT ROWS ARE � /�/ SEE NOTE 1 PUMP
_ 2 Q YP CAL PUMP A OU D IMPERVIOUS �B
` APPROXIMATELY TWO FEET (2.0') NORMAL HIGH _ - _- PLAN OF SANDBAG FLOW CHECK
APART. CONTRACTOR REQUIRED TO WATER LINE III= I��IIL_I�I KEY IN PER 1. INSTALL STILLING BASIN AND STABILIZED OUTFALL DIKE �� g
USE COMBINATION OF ALL PLANT MANUFACTURER'S USING CLASS A RIP RAP AT THE DOWNSTREAM END
SIDE BRANCH SPECIES. NATURAL INSTRUCTIONS OF THE DESIGNATED PROJECT WORKING AREA. SEE NOTE
2.
REMOVED AT CHANNEL BED THE CONTRACTOR SHALL INSTALL THE PUMP SEE NOTE IMPERVIOUS GROUND
SLIGHT ANGLE I VARIES ** AROUND PUMP AND THE TEMPORARY PIPING THAT 6 DIKE CLASS A DISCHARGE LOWEST LEVEL
MIN 18" LIVE STAKE CLASS 1 RIFFLE GRADE COIR 1p STONE HOSE
MATTING WILL CONVEY THE BASE FLOW FROM UPSTREAM OF _ .
CONTROL (BURIED THE WORK AREA TO THE STABILIZED OUTFALL. Cry
APPROX 1 FOOT) 3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN (O �/y� -
X X *VIEW IS FACING DOWNSTREAM PUMPING OPERATIONS FOR STREAM DIVERSION. SILT BAG NOTE: HOSE �'F O
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND LOCATION SHOULD BE SECTION A -A + EARTH
2' * *SEE PLAN SHEET 4 AND DETAIL SHEET 6 FOR DIMENSIONS OF RIFFLE GRADE CONTROL DEWATERING PUMPING APPARATUS IF NEEDED TO KEPT FLAT BOTTOM DITCH SURFACE Q�
r COIR FIBER 2' DEWATER THE ENTRAPPED AREA. THE PUMP AND OUTSIDE OF
W
MATTING � I NOTES: HOSE
PURPOSE
SHALL OTH THIS SUFFICIENT STABILIZED WORK AREA
OUTFALL CLASS FILTER NOTE: END OF FLOW CHECK AT GROUND LEVEL TO BE
1. ZONE 3 IS TO BE SODDED ON DOWNSTREAM WILL ALSO BE PUMPED TO AN OUTFALL STABILIZED A STONE FABRIC HIGHER THAN THE LOWEST POINT OF FLOW CHECK. �I O
45 DEGREE WITH CLASS A RIP RAP. DISCHARGE SUFFICIENT SANDBAGS ARE TO BE PLACED TO PREVENT
SIDE OF CULVERT AND TO BE SEEDED ON STABILIZED EXISTING HOSE SCOURING.
TAPERED BUTT 5. THE CONTRACTOR SHALL PERFORM CULVERT WORK Z
UPSTREAM SIDE OF CULVERT. SEE PLANTING OUTFACE GROUND
END / \\\ 'q IN ACCORDANCE WITH THE PLAN.
PLAN ON THIS SHEET FOR MORE DETAILS. CLASS A 15' TO 20' (�
i 6. THE CONTRACTOR SHALL EXCAVATE ANY STONE
ACCUMULATED SILT AND DEWATER BEFORE REMOVAL N
2. ZONE 3 IS TO EXTEND UP TO THE LIMITS OF WEAVE IN 20 MIL PLASTIC TO
OF THE IMPERVIOUS DIKE. WHEN DEWATERING AREA,
DISTURBANCE SHOWN ON SHEET 9. MIDDLE LAYER FORM IMPERVIOUS BARRIER
SECTION VIEW ALL DIRTY WATER MUST BE PUMPED THROUGH A TOP EARTH Q
LIVE STOUT STAKES / ��\ SILT BAG. REMOVE IMPERVIOUS DIKES, PUMPS, AND BOTTOM LAYER LAYER SURFACE
TEMPORARY FLEXIBLE HOSE PIPING STARTING WITH O
SHALL BE SPACED 2 � HOSE/
PIPING
APART. / / THE DOWNSTREAM DIKE FIRST. FILTER FABRIC
/ 7. ONCE THE WORKING AREA IS COMPLETED, REMOVE 8" OF CLASS A STONE
R`1I
ALL RIP RAP. AND IMPERVIOUS DIKES AND STABILIZE
DISTURBED AREAS WITH SEED AND MULCH. SILT BAG PROFILE TRENCH 0.25' DEEP
MIN 2' / 8 ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE ENDS OF BAGS IN ONLY WHEN PLACED
REMOVING IMPERVIOUS DIKE. ADJACENT ROWS ON EARTH SURFACE
EXISTING CHANNEL BUTTED SLIGHTLY
TOGETHER SECTION B -B
KAPLAN DRIVE STA 0 +75
8 LIVE STAKE DETAIL 4 & 1-+-80 CROSS SECTION r5_'�TEMPORARY PUMP AROUND DETAIL 6 IMPERVIOUS DIKE
10 NTS 1 D NTS 10 NTS TO CULVERT CROSSINGAN 10 NTS Z
Z un o
N
x (D t~
W W U N Q
V d x C)
U
BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER 2 POST U)
KAPLAN CULVERT PLANTING PLAN
A. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT RIPARIAN SEED MIX (1/2 LB PER 1000 SQ FT) SILT
EITHER SIDE OF THE INLET OPENING. A 2" x 4" STUD SHALL BE CUT AND PLACED SEE DETAIL 410 FOR LOCATION OF PLANTING ZONES FENCE
THROUGH THE OUTER HOLES OF THE SPACER BLOCKS TO BRACE THE FRONT BLOCKS. ZONE 1: EROSION CONTROL MATTING (COIR FIBER MATTING); TEMPORARY SEED MIX AND VIRGINIA WILD RYE Elymus virginicus 20%
FRONT BLOCKS ARE PLACED ON THEIR SIDES ACROSS THE INLET AND ABUTTING THE PERMANENT AND RIPARIAN SEED MIX.
PANICUM CLANDESTINUM Deertongue 20% TOP
SPACER BLOCKS. p
ZONE 2: EROSION CONTROL MATTING (COIR FIBER MATTING); LIVE STAKES; 2X2 SILT FENCE VIEW
B. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2" OPENINGS SHALL BE PLACED SPACING; STAGGERED; TWO ROWS ON TOP OF BANK, ONE ROW BELOW TOP FOX SEDGE Carex vulpiniodea 10% SEE DETAIL
OVER THE OUTSIDE VERTICAL FACE (WEBBING) OF THE BLOCKS TO PREVENT FILTER OF BANK; PERMANENT RIPARIAN SEED MIX. 1/12 ALL CONSTFMTM IS TO BE IN STRICT
STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCK. BIG BLUESTEM Andropagon gerardii 10% ooi Z Z 0
C. NCDOT #5 WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE ZONE 3: BLENDED FESCUE SEED (MIN 5 TYPES); HARDWOOD TREES IN 3 -GAL ACCORDANCE WITH THE MOST RECENT
CONTAINERS; 12X12 SPACING; STAGGERED; REPLACE ORNAMENTALS AS SOFT RUSH Juncus effusus 10% 0 � Wr4 a
BLOCK. RY
NEEDED. EUMN OF C OF RALECH AND NC a
D. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT. JEWEL -WEED Impatiens capensis 10%
UPSTREAM DOT STANDARDS AND SPECIICAUM.
OVERFLOW RIVER OATS Uniola latifolia 10%
WIRE MESH SEDIMENT LADEN FILTERED WATER ZONE 2 ZONE 3 SWITCHGRASS Panicum vigratum 10% 1' - 6" MIN Utility installations and other public facilities, including sidewalks
RUNOFF 1�� 6g db �� SILKY DOGWOOD Cornus amomum YELLOW POPLAR Liriodendron tulipifera FRONT VIEW and handicap ramps, are to be constructed on all streets as
cuRB INLET eoea��e6 C ... specified by City Code. These facilities have been approved by
60 ELDERBERRY Sambucus canadensis WILLOW OAK Quercus phellos FENCE the City of Raleigh and shall be installed unless a change is
�� ®D$o a o CONSTRUCTION NOTES: a
ARROWWOOD VIBURNUM Viburnum dentatum RIVER BIRCH Betula nigro SEDIMENT authorized by written approval. Public Sanitary Sewer [--+ O
oD�Da 'ae ao a
°�8 eDeDDg� 0 1. INSTALL EROSION CONTROL MEASURES AND TREE PROTECTION CONTROL 1' - 6" MIN Easements are to be recorded prior to final acceptance.
- °e� °Be5 0�6�65D0DDO6D6aooD DaDDODa ofee ®��o- SEDIMENT o °o D . STONE
%e 0 5 8 0 8 O D0 808 008 O 8 D 0�8 eDe Da a o BEAUTY -BERRY Calicarpa americans GREEN ASH Fraxinus pennsylvanica AS SHOWN ON PLAN. ADJUSTMENT OF EROSION CONTROL
66b 6%6 o0�00�00�0000 000 D00 eD D o ®D® MEASURES SHALL BE APPROVED BY THE PROJECT INSPECTOR. �. 2 Transportation Services
�® D o D o ®�°Po��® WIRE SCREEN a 2. CLEAR AND GRUB AREA OF ALL TRASH. FLOW 1 3' MAX
GRAVEL FILTER CONCRETE BLOCK 2% 4" STUD BRACE URB INLET 3. WHEN GRADING PER DETAILS, OVER EXCAVATE BY 4 INCHES TO `�- Public Utilities a W
DOWNSTREAM ALLOW FOR THE APPLICATION OF STOCKPILED TOPSOIL. 0
NOTES: APPLICABLE AT CURB INLETS WHERE AN OVERFLOW 4. STABILIZE GRADED BANKS WITH SEED AND MULCH. 1,
CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN Stormwater
FRONT OF THE INLET. Z� ZONE 3 5. INSTALL EROSION CONTROL MATTING (COIR FIBER MATTING) PER STRUCTURAL w
MANUFACTURER'S INSTRUCTION. STONE 000.
BLACK WILLOW (LS) YELLOW POPLAR Liriodendron tulipifera 6. INSTALL PLANTS AS DESCRIBED IN PLANTING NOTES ON THIS NOTE: Planning
SHEET. STRUCTURAL STONE SHALL BE CLASS B RIP RAP STONE FOR C O W
WILLOW OAK Quercus phellos EROSION CONTROL PURPOSES.
RIVER BIRCH Betula nigra ALL PLANTING AREAS SEDIMENT CONTROL STONE IN STONE OUTLETS SHALL BE NO.
5 OR N0. 57 STONE.
EROSION CONTROL MATTING COIR FIBER MATTING GA °oi
GREEN ASH Fraxinus pennsylvanica ( ) + '� ' �. ,
SHALL NOT BE CUT WITH PLANTING IMPLEMENTS. THE STONE OUTLETS SHALL BE PROVIDED AT ALL LOW LYING .� �" •'••° •�" fz
SMALLEST OPENING NECESSARY TO ACCOMMODATE �.•'•4F��s��a
POINTS. LOCATIONS OF STONE OUTLETS HAVE BEEN ¢ �� W
EACH PLANT SHALL BE CUT INTO THE MATTING USING INDICATED AT MAJOR LOW LYING AREAS. CONTRACTOR ; -
A SHARP KNIFE OR SHEARS. RESPONSIBLE FOR LOCATING AND INSTALLING OUTLETS AT S, SEAL
9 CATCH BASIN INLET PROTECTION
THESE AREAS AS WELL AS LOCAL LOW LYING SPOTS.
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10 NTS PERMANENT PLANTING 8c 11 SILT FENCE STONE OUTLET DETAI � .•4'00 L � '� SHEET OF
10 SEEDING DETAILS 10 NTS "a� its
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DESIGN CRITERIA NOTES 40' + FOR REPAIR OF SILT O
FENCE FAILURES, USE
NOTES: No. 57 WASHED STONE.
I. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON A FILTER FABRIC FOR ANCHOR WHEN SILT
THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. 50' MIN,
KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM. FOUNDATION. TREE PROTECTION AREA FENCE IS PROTECTING a
KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN THE OUTER 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL BUT SUFFICIENT TO KEEP I. PUT SILT FENCE OR TREE PROTECTION FENCE UP IB• _
WHERE THE DAM ABUTS THE CHANNEL BANKS. DO NOT ENTER CATCH BASIN.
EDGES AT NATURAL GROUND ELEVATION. TO ENSURE CONSTRUCTION ENTRANCE IS USED. C.'
MIN. 12-1/2 GA. KEEP THE SIDE SLOPES OF THE DAM AT 2H OR FLATTER 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING SEDIMENT ON SITE Ci
INTERMEDIATE ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE AROUND THE ENDS OF THE CHECK DAM. 00 00 0 o p00 0 0 0000 o U)
WIRES UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER 00° °oo$oo°o�0 °0°000 °0 8 0 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION. DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. o° Sa oo. 0opoo No o$o°o 0 og WARNING SIGN DETAIL
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD o0° ° op4J THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING B• MAX. Q
USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THE DAM WITH op 25' OR FULL WIDTH VARIABLE AS DIRECTED BY THE ENGINEER
NCDOT •5 OR "57 STONE. CAUSE EROSION, m o° 2 - 3° STONE TO BE USED $ OF PROPOSED STREET OVER THE STONE, THEN THE TIRES OF THE
GRADE KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS STABLE. X O po STEEL POST in
MINIMUM OF L5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE rA D °o (SURGE STONE OR °o° OR ENTRANCE, VEHICLE MUST BE WASHED BEFORE ENTERING THE WOVEN WIRE FABRIC
CHECK DAMS. ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. Z `� op RAILROAD BALAST ) °o WHICHEVER IS PUBLIC ROAD. WARNING SIGN
111111 =IP O D ° GREATER. SILT FENCE GEOTEXTILE FABRIC TREE PROTECTION AREA
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS DO NOT ENTER
p° p pp•�°o° 000 O oo °p o° MIN. 10 GA. ).111. 12-1/2 GA.
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY "'•
FILL SLOPE LINE WIRES
INTERMEDIATE
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY c i WIRES
2 OF NCDOT 5 RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL f i SILT FENCE FABRIC
9° MIN 1.5' MIN OR -57 WASHED STONE 15' L. PLAN RESPONSIBILITY FORM. INSTALLED To SECOND GRADE
I- GRADE WIRE FROM TOP
NOTES: -� - CLASS B RIP -RAP o °Oo�f'�Q� _IIIII-1111 = 11111 = 11111= 11111 = 11111 - 11111 - 111100111- 11111 = 11111= 11111 - 11111 - 11111 - 11111 - 11111 = 11111 =111 =11111 =111 = 11111 =U'
STEEL POST - - - - �{IDOQQQ V 90A 6- MIN. COVER L 1111 - IIII
2' MAX AT OVER SKIRT
END OF SILT FENCE SHOULD BE TURNED UPHILL WOVEN WIRE FABRIC IS ALWAYS REQUIRED
SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS FOR REPAIR OF SILT FILTER CLOTH Q pO p �CQ CENTER EXTEND WIRE 6' MIN. INTO TRENCH Q
1 't � S' • ,Q�
SILT FENCE GEOTEXTILE FABRIC '' �'' 1,+�H %> p0 OQQ NEW CONSTRUCTION
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES; / FENCE FAILURES, USE o" oO pQ�� Q Qom/ AND ANCHOR SKIRT AS
PLANNING CONSIDERATIONS &DESIGN CRITERIA. (HOWEVER FLOW r/ NO. 57 WASHED STONE. ?�' OQ Q O �`J OOZj�Q DIRECTED BY ENGINEER
SHALL NOT RUN PARRALLEL WITH THE TOE OF THE FENCE). z FOR ANCHOR WHEN SILT FILTER CLOTH EXISTING ROADWAY 35' MIN. 15' MIN. SIDE VIEW I[III FRONT VIEWI;11 IIII
PROVIDE STONE OUTLETS AT LOW POINTS. SEE DETAIL II/12. o o FENCE IS PROTECTING �--. 4' TO 6'�••I
a FILL SLOPE CATCH BASIN, IN EACH °
CASE THE SILT FENCE PLAN VIEW o�o� ° °Soo °
IS TO BE PROPERLY CROSS- SECTION VIEW °p °° ° °o °° z,
0 00000 0000 0 00000 0 000 S�OpB °o ) 12' MIN. NO WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
v a m M STONENSHADLL &BEHAT m 6' MIN.. • +•y' •S o 0°00° °°0 ° ° °0 0 0 °° o°�o °o °oO °�Qo 8 °0 oo °0yo °'moo °cP° °moo S II�I�IIII
' GRADE I*�11 2. LETTERS TO BE 3' HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
m N A MINIMUM OF 16' m ro in a N �IIIII�� (I rlll���l'III u 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
m -0 ABOVE GRADE AT THE a C3 O (= 1= m p 4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
O =1JIp- - II- (IIII=
DIRECTION OF FLOW ° o N c L = THE DISTANCE SUCH THAT POINTS M
- 6' MIN. COVER & BETWEEN 60 - 45 w A AND B ARE OF EQUAL ELEVATION FABRIC UNDER STONE 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
0' n r `-' CHECK DAM n 1- 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
n° C7 IIII OVER SKIRT DEGREES. -°y o n iA
N n y o 00 m n N > n 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. '~ W
m ANCOR SKIRT AS g o° ° 0a° •' -O - 8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
p IIII IIII O o °o ° °o °o °oo'oo° w O D O 9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
Z p =° DIRECTED BY ENGINEER. �: a O ����� o A B% O Z u A O ±+ Z
n,°, o 1T IIII =IIIII m o ^'T �iii�'iiiL-111�_i111_ `'i'(`_ L o 000 nz o ti CROSS SECTION - N� o N �1 0. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS (HOWEVER FLOW SHALL NOT RUN PARALLEL 0
O r- ;1j o p = O� `"�' ° oo °o °oo p Z N O �) p M r o WITH THE FENCE) AND DESIGN CRITERIA.
• p m y ("") y `����� =1 _o/ 00 0 °0 °000 oa000 -1 -I ��• O n�j bT'-� 11. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. • • Z
# n r SIDE VIEW # n ' N��,IIII_ t< D C " nj k O D 1�j 12. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION. o W
a (,+t A 1111= 1111_ z A` -' ai v
.A y `'��� G) Z f�l A •" FOR CONDITIONS WHERE PRACTICE APPLIES, PLANNING CONSIDERATIONS.
Z � y n p PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING SIDE VIEW - o -I o 2 �7
O o _ ;7 D ° _ O o S 13. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION. PC
�� m a m m n m n�
CONSTRUCTION ENTRANCE n m
O M C) z y z -Zi N Z i ti O m rn o Z (HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE) Z
STANDARD T E M P O R A R Y SILT F E N C E m DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS. m W n fr D
m SEE DENR STANDARDS & SPEC$. F" A STANDARD TEMPORARY SILT / TREE PROTECTION FENCE
m
FOR COMPLETE DESIGN CRITERIA & MAINTENANCE Q m
CHECK DA
;64 �U oz �Y
1 TEMPORARY SILT FENCE 2 CH M 3 CONSTRUCTION ENTRANCE TREE PROTECTION FENCE _ �oo
10 10 44 0� o
10 10 NTS NTS NTS C I a
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ALL PLANTING AREAS SANDBAG BARRIERS SHALL BE CONSTRUCTED OF LAYERS C) r., 0ZCnn
NOTES: OF SANDBAGS. FOR THE EXAMPLE SHOWN, THE BOTTOM
PLANTINGS SAPLINGS LAYER SHALL CONSIST OF 3 ROWS OF BAGS, THE MIDDLE
COIR FIBER FABRIC MAT NOT BE 1. EXCAVATION SHALL BE PERFORMED ONLY IN DRY LAYER SHALL CONSIST OF 2 ROWS OF BAGS AND THE TOP
CUT WITH PLANTING IMPLEMENTS. ZONE 3 AND /OR ISOLATED SECTIONS OF CHANNEL. LAYER SHALL CONSIST OF 1 ROW OF BAGS. THE ©bid
THE SMALLEST OPENING NECESSARY 2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE RECOMMENDED DIMENSION OF A FILLED SANDBAG SHALL BE •y ly bb
TO ACCOMMODATE EACH PLANT WORK AREAS FROM STREAM FLOW. APPROXIMATELY 0.5 FT X 0.5 FT X 1.5 FT. CONTRACTOR
SHALL BE CUT INTO THE FABRIC ZONE 2 3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA FLOW SHALL STACK BAGS HIGHER IF NECESSARY. b ''Q
COIR FIBER USING A SHARP KNIFE OR SHEARS. _ _ SEED MIX THAN CAN BE STABILIZED IN ONE WORKING DAY. A INTAKE HOSE
MATTING I �II I� - = si MAXIMUM OF 1000 FEET MAY BE DISTURBED AT ANY FLOW O
0.75" TO 2" - I I PLANT SPACING III =III 111= ONE TIME.
FLAT TOP ZONE 1 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLASS A STONE PUMP ( B •�'
1 DETAIL PLANTS SHALL BE INSTALLED IN ���,. DETERMINING PUMP SIZE SUFFICIENT TO PUMP BASE AROUND i +�.
END LIVE STAKES SHOULD BE 2 -3 STAGGERED ROWS. PLANT SPACING �� //
FLOW. THE '2 -YEAR PEAK FLOW IS 180,000 GPM. PUMP
0.5' TO 1.5' FEET LONG. ADDITIONALLY, THE SHALL BE APPROXIMATELY TWO KEY IN PER 5. DIKE MUST BE CONSTRUCTED OF NON- ERODIBLE
LATERAL STAKES SHOULD HAVE A FEET (2.0') BETWEEN PLANTS IN MANUFACTURER'S //� //� WORK AREA A A
BUD DIAMETER OF 0.75 TO 2 INCHES. THE SAME ROW. ROWS SHALL BE INSTRUCTIONS SEE 1 MATERIALS SUCH AS SANDBAGS SEE DETAIL 6/10.
/ / \\ SEQUENCE OF CONSTRUCTION FOR TYPICAL AROUND DE- WATERING
STAGGERED SUCH THAT ROWS ARE � /�/ SEE NOTE 1 PUMP
_ 2 Q YP CAL PUMP A OU D IMPERVIOUS �B
` APPROXIMATELY TWO FEET (2.0') NORMAL HIGH _ - _- PLAN OF SANDBAG FLOW CHECK
APART. CONTRACTOR REQUIRED TO WATER LINE III= I��IIL_I�I KEY IN PER 1. INSTALL STILLING BASIN AND STABILIZED OUTFALL DIKE �� g
USE COMBINATION OF ALL PLANT MANUFACTURER'S USING CLASS A RIP RAP AT THE DOWNSTREAM END
SIDE BRANCH SPECIES. NATURAL INSTRUCTIONS OF THE DESIGNATED PROJECT WORKING AREA. SEE NOTE
2.
REMOVED AT CHANNEL BED THE CONTRACTOR SHALL INSTALL THE PUMP SEE NOTE IMPERVIOUS GROUND
SLIGHT ANGLE I VARIES ** AROUND PUMP AND THE TEMPORARY PIPING THAT 6 DIKE CLASS A DISCHARGE LOWEST LEVEL
MIN 18" LIVE STAKE CLASS 1 RIFFLE GRADE COIR 1p STONE HOSE
MATTING WILL CONVEY THE BASE FLOW FROM UPSTREAM OF _ .
CONTROL (BURIED THE WORK AREA TO THE STABILIZED OUTFALL. Cry
APPROX 1 FOOT) 3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN (O �/y� -
X X *VIEW IS FACING DOWNSTREAM PUMPING OPERATIONS FOR STREAM DIVERSION. SILT BAG NOTE: HOSE �'F O
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND LOCATION SHOULD BE SECTION A -A + EARTH
2' * *SEE PLAN SHEET 4 AND DETAIL SHEET 6 FOR DIMENSIONS OF RIFFLE GRADE CONTROL DEWATERING PUMPING APPARATUS IF NEEDED TO KEPT FLAT BOTTOM DITCH SURFACE Q�
r COIR FIBER 2' DEWATER THE ENTRAPPED AREA. THE PUMP AND OUTSIDE OF
W
MATTING � I NOTES: HOSE
PURPOSE
SHALL OTH THIS SUFFICIENT STABILIZED WORK AREA
OUTFALL CLASS FILTER NOTE: END OF FLOW CHECK AT GROUND LEVEL TO BE
1. ZONE 3 IS TO BE SODDED ON DOWNSTREAM WILL ALSO BE PUMPED TO AN OUTFALL STABILIZED A STONE FABRIC HIGHER THAN THE LOWEST POINT OF FLOW CHECK. �I O
45 DEGREE WITH CLASS A RIP RAP. DISCHARGE SUFFICIENT SANDBAGS ARE TO BE PLACED TO PREVENT
SIDE OF CULVERT AND TO BE SEEDED ON STABILIZED EXISTING HOSE SCOURING.
TAPERED BUTT 5. THE CONTRACTOR SHALL PERFORM CULVERT WORK Z
UPSTREAM SIDE OF CULVERT. SEE PLANTING OUTFACE GROUND
END / \\\ 'q IN ACCORDANCE WITH THE PLAN.
PLAN ON THIS SHEET FOR MORE DETAILS. CLASS A 15' TO 20' (�
i 6. THE CONTRACTOR SHALL EXCAVATE ANY STONE
ACCUMULATED SILT AND DEWATER BEFORE REMOVAL N
2. ZONE 3 IS TO EXTEND UP TO THE LIMITS OF WEAVE IN 20 MIL PLASTIC TO
OF THE IMPERVIOUS DIKE. WHEN DEWATERING AREA,
DISTURBANCE SHOWN ON SHEET 9. MIDDLE LAYER FORM IMPERVIOUS BARRIER
SECTION VIEW ALL DIRTY WATER MUST BE PUMPED THROUGH A TOP EARTH Q
LIVE STOUT STAKES / ��\ SILT BAG. REMOVE IMPERVIOUS DIKES, PUMPS, AND BOTTOM LAYER LAYER SURFACE
TEMPORARY FLEXIBLE HOSE PIPING STARTING WITH O
SHALL BE SPACED 2 � HOSE/
PIPING
APART. / / THE DOWNSTREAM DIKE FIRST. FILTER FABRIC
/ 7. ONCE THE WORKING AREA IS COMPLETED, REMOVE 8" OF CLASS A STONE
R`1I
ALL RIP RAP. AND IMPERVIOUS DIKES AND STABILIZE
DISTURBED AREAS WITH SEED AND MULCH. SILT BAG PROFILE TRENCH 0.25' DEEP
MIN 2' / 8 ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE ENDS OF BAGS IN ONLY WHEN PLACED
REMOVING IMPERVIOUS DIKE. ADJACENT ROWS ON EARTH SURFACE
EXISTING CHANNEL BUTTED SLIGHTLY
TOGETHER SECTION B -B
KAPLAN DRIVE STA 0 +75
8 LIVE STAKE DETAIL 4 & 1-+-80 CROSS SECTION r5_'�TEMPORARY PUMP AROUND DETAIL 6 IMPERVIOUS DIKE
10 NTS 1 D NTS 10 NTS TO CULVERT CROSSINGAN 10 NTS Z
Z un o
N
x (D t~
W W U N Q
V d x C)
U
BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER 2 POST U)
KAPLAN CULVERT PLANTING PLAN
A. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT RIPARIAN SEED MIX (1/2 LB PER 1000 SQ FT) SILT
EITHER SIDE OF THE INLET OPENING. A 2" x 4" STUD SHALL BE CUT AND PLACED SEE DETAIL 410 FOR LOCATION OF PLANTING ZONES FENCE
THROUGH THE OUTER HOLES OF THE SPACER BLOCKS TO BRACE THE FRONT BLOCKS. ZONE 1: EROSION CONTROL MATTING (COIR FIBER MATTING); TEMPORARY SEED MIX AND VIRGINIA WILD RYE Elymus virginicus 20%
FRONT BLOCKS ARE PLACED ON THEIR SIDES ACROSS THE INLET AND ABUTTING THE PERMANENT AND RIPARIAN SEED MIX.
PANICUM CLANDESTINUM Deertongue 20% TOP
SPACER BLOCKS. p
ZONE 2: EROSION CONTROL MATTING (COIR FIBER MATTING); LIVE STAKES; 2X2 SILT FENCE VIEW
B. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2" OPENINGS SHALL BE PLACED SPACING; STAGGERED; TWO ROWS ON TOP OF BANK, ONE ROW BELOW TOP FOX SEDGE Carex vulpiniodea 10% SEE DETAIL
OVER THE OUTSIDE VERTICAL FACE (WEBBING) OF THE BLOCKS TO PREVENT FILTER OF BANK; PERMANENT RIPARIAN SEED MIX. 1/12 ALL CONSTFMTM IS TO BE IN STRICT
STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCK. BIG BLUESTEM Andropagon gerardii 10% ooi Z Z 0
C. NCDOT #5 WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE ZONE 3: BLENDED FESCUE SEED (MIN 5 TYPES); HARDWOOD TREES IN 3 -GAL ACCORDANCE WITH THE MOST RECENT
CONTAINERS; 12X12 SPACING; STAGGERED; REPLACE ORNAMENTALS AS SOFT RUSH Juncus effusus 10% 0 � Wr4 a
BLOCK. RY
NEEDED. EUMN OF C OF RALECH AND NC a
D. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT. JEWEL -WEED Impatiens capensis 10%
UPSTREAM DOT STANDARDS AND SPECIICAUM.
OVERFLOW RIVER OATS Uniola latifolia 10%
WIRE MESH SEDIMENT LADEN FILTERED WATER ZONE 2 ZONE 3 SWITCHGRASS Panicum vigratum 10% 1' - 6" MIN Utility installations and other public facilities, including sidewalks
RUNOFF 1�� 6g db �� SILKY DOGWOOD Cornus amomum YELLOW POPLAR Liriodendron tulipifera FRONT VIEW and handicap ramps, are to be constructed on all streets as
cuRB INLET eoea��e6 C ... specified by City Code. These facilities have been approved by
60 ELDERBERRY Sambucus canadensis WILLOW OAK Quercus phellos FENCE the City of Raleigh and shall be installed unless a change is
�� ®D$o a o CONSTRUCTION NOTES: a
ARROWWOOD VIBURNUM Viburnum dentatum RIVER BIRCH Betula nigro SEDIMENT authorized by written approval. Public Sanitary Sewer [--+ O
oD�Da 'ae ao a
°�8 eDeDDg� 0 1. INSTALL EROSION CONTROL MEASURES AND TREE PROTECTION CONTROL 1' - 6" MIN Easements are to be recorded prior to final acceptance.
- °e� °Be5 0�6�65D0DDO6D6aooD DaDDODa ofee ®��o- SEDIMENT o °o D . STONE
%e 0 5 8 0 8 O D0 808 008 O 8 D 0�8 eDe Da a o BEAUTY -BERRY Calicarpa americans GREEN ASH Fraxinus pennsylvanica AS SHOWN ON PLAN. ADJUSTMENT OF EROSION CONTROL
66b 6%6 o0�00�00�0000 000 D00 eD D o ®D® MEASURES SHALL BE APPROVED BY THE PROJECT INSPECTOR. �. 2 Transportation Services
�® D o D o ®�°Po��® WIRE SCREEN a 2. CLEAR AND GRUB AREA OF ALL TRASH. FLOW 1 3' MAX
GRAVEL FILTER CONCRETE BLOCK 2% 4" STUD BRACE URB INLET 3. WHEN GRADING PER DETAILS, OVER EXCAVATE BY 4 INCHES TO `�- Public Utilities a W
DOWNSTREAM ALLOW FOR THE APPLICATION OF STOCKPILED TOPSOIL. 0
NOTES: APPLICABLE AT CURB INLETS WHERE AN OVERFLOW 4. STABILIZE GRADED BANKS WITH SEED AND MULCH. 1,
CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN Stormwater
FRONT OF THE INLET. Z� ZONE 3 5. INSTALL EROSION CONTROL MATTING (COIR FIBER MATTING) PER STRUCTURAL w
MANUFACTURER'S INSTRUCTION. STONE 000.
BLACK WILLOW (LS) YELLOW POPLAR Liriodendron tulipifera 6. INSTALL PLANTS AS DESCRIBED IN PLANTING NOTES ON THIS NOTE: Planning
SHEET. STRUCTURAL STONE SHALL BE CLASS B RIP RAP STONE FOR C O W
WILLOW OAK Quercus phellos EROSION CONTROL PURPOSES.
RIVER BIRCH Betula nigra ALL PLANTING AREAS SEDIMENT CONTROL STONE IN STONE OUTLETS SHALL BE NO.
5 OR N0. 57 STONE.
EROSION CONTROL MATTING COIR FIBER MATTING GA °oi
GREEN ASH Fraxinus pennsylvanica ( ) + '� ' �. ,
SHALL NOT BE CUT WITH PLANTING IMPLEMENTS. THE STONE OUTLETS SHALL BE PROVIDED AT ALL LOW LYING .� �" •'••° •�" fz
SMALLEST OPENING NECESSARY TO ACCOMMODATE �.•'•4F��s��a
POINTS. LOCATIONS OF STONE OUTLETS HAVE BEEN ¢ �� W
EACH PLANT SHALL BE CUT INTO THE MATTING USING INDICATED AT MAJOR LOW LYING AREAS. CONTRACTOR ; -
A SHARP KNIFE OR SHEARS. RESPONSIBLE FOR LOCATING AND INSTALLING OUTLETS AT S, SEAL
9 CATCH BASIN INLET PROTECTION
THESE AREAS AS WELL AS LOCAL LOW LYING SPOTS.
0314%
10 NTS PERMANENT PLANTING 8c 11 SILT FENCE STONE OUTLET DETAI � .•4'00 L � '� SHEET OF
10 SEEDING DETAILS 10 NTS "a� its
1 NjTS 10 12
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i TOP= 375.70
i INV IN= 369.05 (SW)
i -INV IN= 369.05 (NW)
- INV OUT= 369.05
Z
'j
DECK
390
388
386
384
382
380
378
376
374
372
370
368
366
364
362
360
1 11
1
1
TOP= 379.56 1 1 , NOW OR FORMERLY 2 STORY HOUS
5ULAIMON & NAZEEHA ASAD FFE 383.74 _--
V IN= 371.66 u, + �- ---
OUT= 371.51 cn 60 1 APPROX. 160' TO 5216 KAPLAN DR
R/W 1 NEAREST WV (WV1) DB 8145, PG 1499
1 1 1 PIN # 783564866
1 >a 1 1 BM 1973, VOL. I, PG 228
_.3
1 , 1 LOT 15 E _712"
% a BM
1 �� 0' BUSH - 1Q Z° „
OD LOD 1 9' PINE: ��' - ^° �� S ' ..3 t10i_I
WATER 1 - 18'_P€ 4
L 1 { 24" PINE }
ARY 1 < J , f f , PINE
►KENT _ _�- _� t _ 0 { s°
INSTALLED -ss w_____w_ _ 1 f �, Iw1 6„ cuM
_ss! 1 -� "'- 18" PI E �S
1 `'.J- ✓v 'W-'
s� 24" PINE
_
O 0 12" F_i< R"Ti
1-
- LINE -K5 -M o,} Cliti6 fM ; v=
' t LOD INSTALL 6 INSERTION
i ! o GATE VALVE SEE r•t NE: 12 cuM n > 1
## F C
B S� ` �,� # # I # # 1 c DETAIL 5/12
16" c?%k,
}# r 3 # # " c USE
# # 1 c Pia,,. LINE -K5- w 20 OFFS
r f i .: , / RFI/AVF 4Q IF nF FXIST
--_______-__-__m___
INSTALL CULVERT.
c
919- 250 -2737.
o
°
2. PRIOR TO CONSTRUCTION OF THE CULVERT THE CONTRACTOR SHALL INSTALL PROPOSED INSERTION
®
®�__
VALVES, 6 -INCH WATER LINE AND STEEL CASING.
ALL TESTING MUST FOLLOW THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK.
PIP
amm�������_������
SEWER
LINE CONSTRUCTION SEQUENCE:
3. THE CONTRACTOR SHALL INSTALL ALL NECESSARY THRUST BLOCKING, RESTRAINING GLANDS,
Q
mmm
°
CONSTRUCTION. CONTRACTOR SHALL PROVIDE A SANITARY SEWER BYPASS PUMPING PLAN SEALED
MECHANICAL THRUST COLLARS, AND RODS NEEDED FOR EACH NEW INSERTION GATE VALVES. ONCE
a�
BY
A PROFESSIONAL ENGINEER.
THE NEW INSERTION GATE VALVES ARE INSTALLED, THE EXISTING WATER MAIN SECTION CAN BE
OA
�eu c
1.
THE CONTRACTOR SHALL HAVE ALL BYPASS PUMPING OPERATIONS, SYSTEM COMPONENTS AND
REMOVED AND CAPPED AND RODDED BACK TO THE THRUST BLOCKING.
Z
c U C
APPURTENANCES ON SITE AND IN PLACE, AS PER THE SANITARY SEWER BYPASS PLAN
4. ISOLATE EXISTING 6 -INCH WATER LINE BY CLOSING VALVES WV-3 & WV-4.
,%
Q +a N
SUBMITTED TO AND APPROVED BY THE CITY OF RALEIGH PUBLIC U11UTIES DEPARTMENT, PRIOR
W
°
coz I
5. RELIEVE PRESSURE VIA TEMPORARY TAP OR BLOW -OFF.
E o f n
2.
6. CUT AND REMOVE SECTION BETWEEN WV-3 & WV-4, INSTALL CAP AND ROD BACK TO THRUST
U
o N a
BLOCKING.
Q
or, X
3.
7. INSTALL 6 -INCH WATER LINE AND STEEL CASING.
o
8. DISINFECT AND FLUSH USING TEMPORARY TAP OR BLOW -OFF. CLOSE /ABANDON TEMPORARY TAP OR
BLOW -OFF AFTER TIE -IN IS ACCEPTED.
z
4.
ONCE THE SEWER LINE HAS BEEN COMPLETED, PRESSURE TESTED, AND APPROVED BY THE CITY
'�
1�10 bb
INSPECTOR, THE BY-PASS PIPING AND PUMPS SHALL BE REMOVED.
EXIST
MMMMMIRCP
TO
MM
M
MM
MM
®_=
mm
Elm=
SO 0M
'im
00
Ism
M11MM
MM
/ /O_Mii
iiiiiM__M_'
=OE:7
�____�_�!�
■�C='�ii°ii�_____
•1TT;1"�atT,l,T•1lLLi?��
0
M
R-ffimrZom
ml_ Emm
mw�
MM
_E�____
-______-
mmm
mmmm
am©mmmmmmm�
mm
MM
MM
mmmmm
mmm
MM
M
mmm
mm
1 +00 1 +50 2 +00 2 +50
SANITARY SEWER PROFILE
LINE - K4 -
390
388
386
384
382
380
378
376
374
372
370
368
366
364
362
30 BUf ER
Ri ZONE
_..Z 37
NOTES:
1. EXISTING WATER LINE SHOWN WAS LOCATED BY A UTILITY LOCATOR. CONTRACTOR TO
VERIFY LOCATION PRIOR TO CONSTRUCTION. THE PROPOSED VERTICAL BEND MAY
REQUIRE THE BENDS TO BE ROTATED TO TIE BACK INTO EACH PROPOSED INSERTION
VALVE.
41IP • " 1 •
A ♦ ♦ • 1111 A ♦ • ", •�
I, • 111 " 111 ,,. A •+ A •
# i
-• 30» 0 Y : � -,..; , a� ED E 1960 PAS
1fOOi ,• �. --•-�: }" - ` - _ OE BOOK NEXT SP'NITARY E
188' *,'��
a 1 IS _ TOP= 382.06
4 S r
' 30, NEB E(t ;NE _ (413' MH TO MN) INV Nu 375. 606
o d< i�R our, 1
..,.., RIVER
-- -"
s
SS_z--
#,' 11 384 384
# # ^77 X LA
WV4 # # t l 2f
# # #"'' ._ '; P r' l _ _ _ --•� ` LINE -K6- 382 PRO OSED ' MJ BEND 382 STA PDE PDE r PRA MH W/
2O� NEUSFEFER
#' ' `LINE -KS- ATER TIGIL�ID ; RI 8U Z 380 - 380
CQR-- STD;"S -AO &' R ZONE PRO DOSED
INSTALL 6 INSERTION 5 -26 PI`F_ .-.=PR POSED MVERT
T 6 IN TION
GATE VALVE SEE / 378 378
__f - ,DETAIL 5/12 / o PRO OS 6
16' PINE �L1r-s INSERTION GATE
NE/ 7+ s 376 _ 376
# #� BM #2 /\ ° v
I I 1 s 1 '; G 374 374
-_ / INV= 371.82 �° • L / "'n 1J 54" 54.. 0i'01 I
\ ° # INV= 371.95 - � a f
# '--PROPOSED • MJ BEN D
�.NF +, 114" c 372 372
�# # SEE SHEET 4 FOR v
' k #� CULVERT PROFILE
PROPOSED 45' MJ
" gNC ETE rJ i \ \ ` .6 P:NE 370 PROP 12 . 370
c
# ; F{EAE3�ALL IP
SEWER
18" PINT: I 368 368
��`�RRY ,° � PROP SED 19 LF OF 4"
# ( 2" C.H: i � 1 547 NIM
P OPOSE
x
ENT
# LINE -K6- r C �� 366 ' MJ 8 ND 366
zx j PROP 150 LF OF 12" '��` J\ i REMOVED DETAI 8 12
# # ` .' PC 350 MJ DIP SS • ��'� -J'� �� `�� 20 1 +00 1 +50
.1.17X SLOPE 16" PIN::: X
# �: WATER LINE PROFILE
#
_ LINE - K5
PINE
o �B., GUM � r�: •
390
388
386
384
382
380
378
376
374
372
370
368
366
364
362
360
____m_®
INSTALL CULVERT.
c
919- 250 -2737.
o
°
2. PRIOR TO CONSTRUCTION OF THE CULVERT THE CONTRACTOR SHALL INSTALL PROPOSED INSERTION
®
®�__
VALVES, 6 -INCH WATER LINE AND STEEL CASING.
ALL TESTING MUST FOLLOW THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK.
PIP
amm�������_������
SEWER
LINE CONSTRUCTION SEQUENCE:
3. THE CONTRACTOR SHALL INSTALL ALL NECESSARY THRUST BLOCKING, RESTRAINING GLANDS,
Q
°
CONSTRUCTION. CONTRACTOR SHALL PROVIDE A SANITARY SEWER BYPASS PUMPING PLAN SEALED
MECHANICAL THRUST COLLARS, AND RODS NEEDED FOR EACH NEW INSERTION GATE VALVES. ONCE
a�
BY
A PROFESSIONAL ENGINEER.
THE NEW INSERTION GATE VALVES ARE INSTALLED, THE EXISTING WATER MAIN SECTION CAN BE
OA
�eu c
1.
THE CONTRACTOR SHALL HAVE ALL BYPASS PUMPING OPERATIONS, SYSTEM COMPONENTS AND
REMOVED AND CAPPED AND RODDED BACK TO THE THRUST BLOCKING.
Z
c U C
APPURTENANCES ON SITE AND IN PLACE, AS PER THE SANITARY SEWER BYPASS PLAN
4. ISOLATE EXISTING 6 -INCH WATER LINE BY CLOSING VALVES WV-3 & WV-4.
,%
Q +a N
SUBMITTED TO AND APPROVED BY THE CITY OF RALEIGH PUBLIC U11UTIES DEPARTMENT, PRIOR
W
°
coz I
5. RELIEVE PRESSURE VIA TEMPORARY TAP OR BLOW -OFF.
E o f n
2.
6. CUT AND REMOVE SECTION BETWEEN WV-3 & WV-4, INSTALL CAP AND ROD BACK TO THRUST
U
o N a
BLOCKING.
Q
or, X
3.
7. INSTALL 6 -INCH WATER LINE AND STEEL CASING.
o
8. DISINFECT AND FLUSH USING TEMPORARY TAP OR BLOW -OFF. CLOSE /ABANDON TEMPORARY TAP OR
BLOW -OFF AFTER TIE -IN IS ACCEPTED.
z
4.
ONCE THE SEWER LINE HAS BEEN COMPLETED, PRESSURE TESTED, AND APPROVED BY THE CITY
'�
1�10 bb
INSPECTOR, THE BY-PASS PIPING AND PUMPS SHALL BE REMOVED.
EXIST
MMMMMIRCP
TO
MM
M
MM
MM
®_=
mm
�____�_�!�
■�C='�ii°ii�_____
•1TT;1"�atT,l,T•1lLLi?��
1+00 1+50 2 +00 2 +50
SANITARY SEWER PROFILE
LINE - K6 -
390
388
386
384
382
380
378
376
374
372
370
368
366
364
362
WATER LINE CONSTRUCTION SEQUENCE
THE FOLLOWING SEQUENCE IS RECOMMENDED TO FACILITATE THE WATER LINE CONSTRUCTION.
1. PRIOR TO ANY WATER LINE WORK THE CONTRACTOR WILL COORDINATE WITH THE CITY OF RALEIGH
PUBLIC UMU71ES DEPARTMENT, THE PROJECT INSPECTOR, AND KENNY NEAL (CoR PUD) AT
INSTALL CULVERT.
c
919- 250 -2737.
o
°
2. PRIOR TO CONSTRUCTION OF THE CULVERT THE CONTRACTOR SHALL INSTALL PROPOSED INSERTION
a
ca
O N
VALVES, 6 -INCH WATER LINE AND STEEL CASING.
ALL TESTING MUST FOLLOW THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK.
PIP
v
SEWER
LINE CONSTRUCTION SEQUENCE:
3. THE CONTRACTOR SHALL INSTALL ALL NECESSARY THRUST BLOCKING, RESTRAINING GLANDS,
Q
°
CONSTRUCTION. CONTRACTOR SHALL PROVIDE A SANITARY SEWER BYPASS PUMPING PLAN SEALED
MECHANICAL THRUST COLLARS, AND RODS NEEDED FOR EACH NEW INSERTION GATE VALVES. ONCE
a�
BY
A PROFESSIONAL ENGINEER.
THE NEW INSERTION GATE VALVES ARE INSTALLED, THE EXISTING WATER MAIN SECTION CAN BE
OA
�eu c
1.
THE CONTRACTOR SHALL HAVE ALL BYPASS PUMPING OPERATIONS, SYSTEM COMPONENTS AND
REMOVED AND CAPPED AND RODDED BACK TO THE THRUST BLOCKING.
Z
c U C
APPURTENANCES ON SITE AND IN PLACE, AS PER THE SANITARY SEWER BYPASS PLAN
4. ISOLATE EXISTING 6 -INCH WATER LINE BY CLOSING VALVES WV-3 & WV-4.
,%
Q +a N
SUBMITTED TO AND APPROVED BY THE CITY OF RALEIGH PUBLIC U11UTIES DEPARTMENT, PRIOR
W
°
coz I
5. RELIEVE PRESSURE VIA TEMPORARY TAP OR BLOW -OFF.
E o f n
2.
6. CUT AND REMOVE SECTION BETWEEN WV-3 & WV-4, INSTALL CAP AND ROD BACK TO THRUST
U
o N a
BLOCKING.
Q
or, X
3.
7. INSTALL 6 -INCH WATER LINE AND STEEL CASING.
o
8. DISINFECT AND FLUSH USING TEMPORARY TAP OR BLOW -OFF. CLOSE /ABANDON TEMPORARY TAP OR
BLOW -OFF AFTER TIE -IN IS ACCEPTED.
z
4.
9. TURN ALL VALVES ON.
10.
INSTALL CULVERT.
c
11.
THE CONTRACTOR SHALL PERFORM AN ADDITIONAL WATER QUALITY TEST UPON COMPLETION FROM
°
THE NEAREST HYDRANT.
ca
O N
12.
ALL TESTING MUST FOLLOW THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK.
PIP
v
SEWER
LINE CONSTRUCTION SEQUENCE:
THE FOLLOWING SEQUENCE IS RECOMMENDED TO FACILITATE THE SANITARY SEWER LINE
°
CONSTRUCTION. CONTRACTOR SHALL PROVIDE A SANITARY SEWER BYPASS PUMPING PLAN SEALED
a�
BY
A PROFESSIONAL ENGINEER.
OA
�eu c
1.
THE CONTRACTOR SHALL HAVE ALL BYPASS PUMPING OPERATIONS, SYSTEM COMPONENTS AND
Z
c U C
APPURTENANCES ON SITE AND IN PLACE, AS PER THE SANITARY SEWER BYPASS PLAN
,%
Q +a N
SUBMITTED TO AND APPROVED BY THE CITY OF RALEIGH PUBLIC U11UTIES DEPARTMENT, PRIOR
W
°
coz I
TO BEGINNING WORK ON THE SEWER LINE.
E o f n
2.
CONTRACTOR SHALL SIZE BY -PASS PUMPS TO CONVEY A MINIMUM OF 350 GPM FOR LINE
U
o N a
-K4- AND A MINIMUM OF 390 GPM FOR LINE -K6 -.
or, X
3.
ONCE THE TEMPORARY BYPASS PIPING HAS BEEN INSTALLED AND APPROVED BY THE CITY
INSPECTOR, THE CONTRACTOR SHALL BEGIN SEWER LINE CONSTRUCTION.
4.
ONCE THE SEWER LINE HAS BEEN COMPLETED, PRESSURE TESTED, AND APPROVED BY THE CITY
'�
1�10 bb
INSPECTOR, THE BY-PASS PIPING AND PUMPS SHALL BE REMOVED.
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
EXTENSION OF WATER, SEWER, AND /OR REUSE, AS APPROVED IN
THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC
WORKS DEPARTMENT AT (919) 996 -6810, AND THE PUBLIC
UTILITIES DEPARTMENT AT (919) 857 -4540 AT LEAST TWENTY
FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR
CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF
BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF
MONETARYF/NES, AND REQUIRE REINSTALLATION OF ANY
WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT
OF THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER
VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A
FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE
CITY OF RALEIGH.
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension
of the City's public sewer system as shown on this plan. The
material Constructions methods used for this project shall
conform to the standards and specifications of the City's
Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
Public
Water Distribution / Extension System
The City of Raleigh consents to the connection and extension
of the City's public water system as shown on this plan. The
material Constructions methods used for this project shall
conform to the standards and specifications of the City's
Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
Utility installations and other public facilities, including sidewalks
and handicap ramps are to be constructed on all streets as
specified by City Cone. These facilities have been approved by
the City of Raleigh and shall be installed unless a change is
authorized by written approval. Public Sanitary Sewer
Easements are to be recorded prior to final acceptance.
Transportation Services
Public Utilities
Stormwater
Planning
0 0 10 20 40
1 inch = 20
ft.
HORIZONTAL
0 2 5 5 10
1 inch = 5 ft.
VERTICAL
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THRUST COLLAR, AND THRUST SCHEDULE
'
THRUST COLLAR
1 D. PIPE
REBAR 5ZE
'X' BAR LENGTH
„C»
`Y BAR LENGTH
'Y BAR WEIGHT
N0. REQUIRED
-C
0.3750
6' - 36'
#5
"X" BAR UNDISTURBED SOIL -\
1.043 LBS/FT
V -1'
1.1 LBS. EACH
oo° ° e° o0 °• ° ,
:as• ♦
°� °
9
11 1/4'
48' & greater
E Oa
' Q o.
S -0'+ 00 PIPE
1.502 LBS/FT
V -3`
1.9 WS. EACH
X -24, Y -12
1
2
.:•a , t•n
o a . r.
22
22 1/2
5
.t
1
2
2
1
1
1
3
•
9
450
18
° Q o0 °00 ;b..
2
3
3
°.00°
1
2
5
oO°
16
90°
128
3" MIN. 3" MIN.
"Y" BAR
2
4
5
CLEARANCE "g °° CLEARANCE
1
2
8
_ REINFORCING REQUIREMENTS
23
PLUG
THRUST COLLAR, AND THRUST SCHEDULE
'
I
1 D. PIPE
REBAR 5ZE
'X' BAR LENGTH
' %' BAR WEIGHT
`Y BAR LENGTH
'Y BAR WEIGHT
N0. REQUIRED
16
0.3750
6' - 36'
#5
2' -2`+ O.D. PIPE
1.043 LBS/FT
V -1'
1.1 LBS. EACH
X -24, Y -12
9
11 1/4'
48' & greater
/6
S -0'+ 00 PIPE
1.502 LBS/FT
V -3`
1.9 WS. EACH
X -24, Y -12
1
2
THRUST COLLAR, AND THRUST SCHEDULE
'
I
ALL AREAS GIVEN IN SQUARE FEET.
_.�A-8• __��
24"
`C- 616`. 203- 24', 03 36`
'.....468.
OOQ-
u
ti �� �P OJ 00 p00 O� 000 �P 000 � 000 Q =O 0 Q=OpO J� O� 00
O Q V Ca O 0 Q �Lj\ _ p0
6"
8
16
0.3750
45
2.
48'0& 9re°ter
0.3750
'8`9` _ _ _
17,734
NOTES:
1. SEE STANDARD DETAIL W -9 FOR THRUST BLOCK LOCATIONS.
2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.
3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.
4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION SHALL BE THE MINIMUM WIDTH
AS SHOWN ON STANDARD DETAIL W -3.
5. BACKFILL TAMPED IN 6" LIFTS PER CITY OF RALEIGH
STANDARD DETAIL w -3. DEPARTMENT OF PUBLIC UTILITIES
6. THRUST COLLAR MUST BE FACTORY
WELDED ON BOTH SIDES ALONG BOTH THRUST BLOCKING DESIGN DATA
EDGES OF COLLAR AROUND CIRCUMFERENCE. FOR WATER MAINS
DWG.
NO.j REVISIONS DATE I REVISIONS I DATE
W_ 7 RRH 11-21-001 1
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
CASING
PIPE, STEEL
DIAMETER
(IN.)
ALL AREAS GIVEN IN SQUARE FEET.
ALL AREAS GIVEN IN SQUARE FEET.
24"
14
OOQ-
u
ti �� �P OJ 00 p00 O� 000 �P 000 � 000 Q =O 0 Q=OpO J� O� 00
O Q V Ca O 0 Q �Lj\ _ p0
6"
8
16
0.3750
45
10
18
0.3750
11 1/40
17,734
5
9
11 1/4'
3
1,108
1
1
1
1
1
1
2
1
22
22 1/2
5
2,207
1
2
2
1
1
1
3
1
9
450
18
4,328
2
3
3
1
1
2
5
1
16
90°
128
7,996
2
4
5
1
1
2
8
1
23
PLUG
10
5,655
1 2
3
4
1
1
2
6
1
8"
11 1/4°
27,709
7
14
17
4
4
7
2
3
11 1/40
22 1/2'
1,970
1
1
2
1
1
1
2
1
22 112'
108,206
3,922
1
2
3
1
1
1
4
1
90°
450
50
7,694
2
4
5
1
1
2
8
1 1
141,372
90°
71
14,215
4
8
9
2
2
4
15
2
Q
PLUG
10,053
3
5
6
2
2
3
10
1
20
12"
5
5
10
40
4
22 11f
79,439
20
40
48
11 114°
10
4,433
2
3
3
1
1
2
5
1
20
22 1/fI
39
8,826
3
5
6
2
2
3
9
1
36
450
288
17,312
5
9
11
3
3
5
18
2
51
900
21
31,983
8
16
19
4
4
8
32
4
PLUG
22,619
6
12
14
3
3
6
23
3
8
16"
22 112°
141,218
36
71
85
18
18
36
142
15
11 1/49
277,007
7,881
2
4
5
1
1
1 2
8
1
90°
22 1/f
128
15,691
4
8
10
2
2
4
16
2
361,911
450
181
30,779
8
16
19
4
4
8
31
4
90°
56,861
15
29
35
8
8
15
57
6
D.W.C.
PLUG
40,213
10
21
25
5
5
10
41
5
REACTION BEARING AREAS ARE INSQUARE FEET
MEASURED IN A VERTICAL PLANE IN THE
TRENCH SIDE AT AN ANGLE OF 90 °TO THE THRUST
VECTOR.
USE 6" - 900 BEND VALUE FOR HYDRANTS FOR
ADDITIONAL SAFETY FACTOR.
DWG. NO.
W_ 10
°
CITY' OF RALEIGH
- -_ - - - --
DEPARTMENT OF PUBLIC UTILITIES
THRUST BLOCKING DESIGN
QUANTITY TABLE
REVISIONS
DATE
REVISIONS
DATE
W.C.
6 -23 -99
z N~ W WO Z
p
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
CASING
PIPE, STEEL
DIAMETER
(IN.)
ALL AREAS GIVEN IN SQUARE FEET.
Al
2 �
0 <v
� 00 �� 00 F' p0 x000
�0 O N0. O`r
24"
14
0.3750
40
8
16
0.3750
45
10
18
0.3750
11 1/40
17,734
5
9
11
3
3
5
18
2
26
22 1/T
35,305
9
18
22
5
5
9
36
4
24
45°
69,252
18
35
42
9
9
18
70
7
65
90°
127,936
32
64
77
16
16
32
128
13
FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL.
PLUG
90,478
23
46
55
12
12
23
91
10
30"
O
11 1/4°
27,709
7
14
17
4
4
7
2
3
22 1/2'
55,163
14
28
34
7
7
14
56
6
450
108,206
28
55
65
14
14
28
109
11
90°
199,900
50
100
120
25
25
50
200
20
PLUG
141,372
36
71
85
18
18
36
142
15
36"
Q
11 114°
39,901
10
20
24
5
5
10
40
4
22 11f
79,439
20
40
48
10
10
20
30
8
450
155,816
39
78
94
20
20
39
156
16
90°
287,855
72
144
172
36
36
72
288
29
PLUG
203,575
51
102
122
26
26
51
204
21
BE USED ON 8" , 10" AND
48"
0 -I
11 1/4°
70,935
18
36
43
9
9
18
71
8
22 112°
141,218
36
71
85
18
18
36
142
15
450
277,007
70
139
166
35
35
70
277
28
90°
511,742
128
256
320
64
64
128
512
52
PLUG
361,911
91
181
217
46
46
91
362
37
REACTION BEARING AREAS ARE IN SQUARE FEET
IN A T ANT ANGLE OF 90N°TOETHE THRUST
BENCHESIDE
VECTOR.
USE 6" - 900 BEND VALUE FOR HYDRANTS FOR
ADDITIONAL SAFETY FACTOR.
DWG. NO.
W_11
_ DEPARTMENT OF PUBLIC UTILITIES
THRUST BLOCKING DESIGN
QUANTITY TABLE
REVISIONS I
DATE
I REVISIONS
DATE
D.W.C.
-23 -99
1- O LLB D cn Q v
THRUST BLOCKING THRUST BLOCKING STANDARD VERTICAL STANDARD PRECAST
1 THRUST BLOCKING DETAIL 2 DESIGN TABLE 3 DESIGN TABLE 4 BEND DETAIL (""9 SANITARY SEWER MANHOLE o o
12 NTS 12 NTS Q J2 NTS 12 NTS 12 NTS
ECCENTRIC PIPE TRANSITION COUPLING
BUSHING FOR CONNECTING PIPES OF
UNEQUAL DIAMETER
MAINTAIN
CONTINUOUS
FLOWLINE
0
PVC OR I DUCTILE IRON PIPE rA
VC /TC PIPE FLOW
G� N
d•
NON- SHRINK GROUT 6" GATE VALVE INSERTION TIE THRUST
BULKHEAD AT EACH ROD COLLAR
(SEE PLANS FOR
END OF CASING PIPE FINISHED GRADE LOCATIONS) 'J
STYROFOAM PLUG TO
SECTION W O
ASSIST GROUT PLACEMENT, 8" TEMPORARY
AGGREGATE STONE PIPE TRANSITION COUPLING ALL AROUND CAP N
BEDDING, MIN. 8" TOP
STEEL CASING PIPE
& SIDES, 6" BOTTOM, 0 W
TYPICAL DIP CARRIER PIPE [� h
1" LETTERING MINIMUM A/c WEIGHT
RECESSED FLUSH FRAME 262 COVER 170
PVC OR DUCTILE IRON PIPE TOTAL 432
VC /TC PIPE FL W 0 ( PROVIDE PLASTIC SHEET
3 -1" DIA. HOLES BOND- BREAKER BETWEEN
AT 120° CARRIER PIPE AND GROUT,
}�:=' ALL AROUND RESTRAINING
A A GLAND
ELEVATION
(� INSERTION VALVE WITH CAP
�) TYPICAL LIFTING DEVICE 5
\V�LL // RODDED TO THRUST COLLAR z z o
SANITARY SEWER
ri0 TRANSITION COUPLING W �W co
QJ2 NTS A. TYPICAL CASING PIPE PLUG 12 NTS v
o NOTE: COVER SHALL READ U
"CONFINED SPACE - DO NOT
ENTER... PERMIT REQUIRED" AS NOTE N
PLAN SHOWN ON S -25. CARRIER PIPE NON- SHRINK GROUT SHALL BE W
3/8" STEEL PLATE, TYP "EUCD -N -S" BY THE EUCLID x y W
/ CHEMICAL COMPANY; "MASTERFLOW a_
STANDARD UTILITYNOTES: 26 1/4" 3/8'x4' STEEL I 713" BY MASTER BUILDERS,
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & 1 3/8" -26" II PLATE, TYP OR EQUAL. Q
SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION) I I 5/8" A325 BOLT
2. UTILITY SEPARATION REQUIREMENTS: ww,, ,,
• A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN /�1L..1. CONSTRUCTION IS TO BE IN STRICT
IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS 7 1/2" CASING PIPE + '' , 6 GASKET IN VERTICAL Z O Q Q
SANITARY SEWER PIPE SHALL BE SPECIFIED &INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL w w� �,J /1���'�` Oj � Q � � ?
NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL 1 " FACE OF COVER A�ANCE � THE MOST RECEN 1 M O Z a 04
• WHEN INSTALLING WATER & /OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION L WW a�
CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ANCHORED IN RING MUST BE 3/16 V 4 EDITION OF CITY OF RALEW AND NC a
//''����
ELEVATION OF THE WATER MAIN O LEAST 18" ABOVE THE TOP T THE SEWER &MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. 24" ( �,./�,/T STANDARDS ANDS F�ICATIONS.
ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER ACCORDANCE
• WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS 3 28 WITH S -25 I' R ON ALL CORNERS
OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS 34
• 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL
IS SPECIFIED FOR SANITARY SEWER B. PIPE ALIGNMENT GUIDE
• MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION
AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP
MATERIALS &A CONCRETE CDADLE HAVING A "x4m CLEARANCE(PERCORPUD DETAILS W-41&S-49) A Utlllt installations and other bl° facilities includin sidew 1L
• ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN & /OR PROFILE BY THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION 5/8" 0
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION STAINLESS STEEL ROD
OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT TYPICAL LIFTING DEVICE SECTION A
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS
6. INSTALL %" COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE EASEMENT IMMEDIATELY ADJACENT TOP OF COVER CITY OF RALEIGH
7. INSTALL 4" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR DEPARTMENT OF PUBLIC UTILITIES
FEET MAXIMUM
8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL MANHOLE FRAME AND
SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE WATERTIGHT COVER
9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANY RIPARIAN BUFFER DWG. N0. REVISIONS DATE REVISIONS DATE
WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
lO.NCDOT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS &/OR SERVICE TAPS) WITHIN S- 26 3 -7 -87 3 -1 -67 ABB 8 -29 ::,
STATE ROW PRIOR TO CONSTRUCTION RRH 3 -30 -00
I LGREASE INTERCEPTOR/ OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD
FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT (919) 250 -7825 OR
[e-mail] FOR MORE INFORMATION
12.CROSS- CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN MANHOLE FRAME AND
APPENDIX -B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS.
THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN 6 WATERTIGHT COVER D E TA I L
CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN
CARRIER
PIPE, DIP
DIAMETER
(IN.)
CASING
PIPE, STEEL
DIAMETER
(IN.)
MINIMUM
CASING PIPE
WALL THICKNESS
(IN.)
°
6
14
0.3750
40
8
16
0.3750
45
10
18
0.3750
50
W
°
20
0.3750
NEW MANHOLES USE AN APPROVED BITUMINOUS
14
24
0.3750
16
26
0.3750
5
18
Q Vl :'.Q'.' °•'-•'
0.3750
60
BASE SEALANT THAT SHALL BE APPLIED TO
32
0.3750
60
24
36
0.4375
65
30
42
Ld � F .a°
65
36
SEE C.O.R. STANDARD S -25 THE TOP OF THE CONE SECTION TO PROVIDE
0.4375
65
42
56
0.5000
65
Q_• ,6 . .'O u'.i .
FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL.
9
Z
Z
O
W
W�
E
° a
O °
�p ,p •..s
24" MAX n ° o v ° ,. p
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W p W . 4 0 Uj
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Q
Ld
N O_WUd °,v ° OD
G R
D
0
ECCENTRIC M.H. CONE MAY
O
BE USED ON 8" , 10" AND
0 -I
D' 12" SEWER MAINS.
e z Q
o.
.D
Q Z Z
•ed
D' ° MANHOLE CONE AND BARREL
e�
Q F=
Q W
\
SECTIONS SHALL BE AS PER
.• ..Q, ° 'aQ ASTM. STANDARDS
V) ° W
° Z z p g
4' -6' DIA. AS , •'.
w
E
O z Q Li o °W W¢<
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1- O LLB D cn Q v
°q Q Q
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O
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O
CO
m p O Q O °7 W 0]
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m (n O
°
- -- - - -- BE LOWER THAN MAIN SPRING -
r
° _j � F- 03
p. .P , '.�':_ Q. °Q LINE. MANHOLE NEEDS TO BE
•�
CL p Z Q Q Q Q Q
z ° U }
.Q' ° D.:. v ° :• v y ,° Q ° ABOVE 100 YEAR FLOOD PLAIN
.s '.o :' .. OR SEALED AND VENT TO BE 7'
...e
dl
_
Q GO
W
0 H ° Q Q ° p
c, Q °
•.o D': a', ' °.. D'. '.dam 6" ABOVE 100 YEAR FLOOD PLAIN.
'.C. ''
W
J
=0 In U Z
DP ,� D °. WHEN MANHOLE TOPS ARE IN
O
(n Q
EXCESS OF S ABOVE GRADE.
d-� Z
IW- w Z . m J F- U 0
/ W W 1 g O O O Z
U Q to 0] Z=
9" OUTSIDE STEPS MUST BE
PROVIDED. SEE STANDARD
SECTION A -A IN
Ld
•• 0
�� J
O. F- W Q J W f-
NONBTRAFF CTAREAS,AITOP OF
FRAME AND COVER SHALL BE
C W
V U
Q O Q =
°4
INSTALLED A MIN. OF 1' ABOVE
FINISHED GROUND SURFACE.
U
< ° W N (n (n ° °
N c0 00 ,- N 0 N
4 e �: • SEE SEWER DESIGN SECTION
�y p
W
Z
rn
0
W U F-
e, Q H O w Z
W In U
A q MIN. 9" COMPACTED /j67 STONE
BASE TO BE INSTALLED
ce! 0 .mow
i
W Y
• d
V
.a , p.
AA� i
,= Z
3 c� N
UNDER NEW MANHOLE.
IN NON- TRAFFIC AREAS, TOP OF
Z
C U O
Q FRAME AND COVER SHALL BE
. ^ in
Of P
v INSTALLED A MIN. OF 1' ABOVE
>,r- N O O
�
Q
J
FINISHED GROUND .
'Q.'
- O
'iC t
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OZ 1 O p O
I=- Q
D
a N v �-
° a z CITY OF RALEIGH
1 �'
�. °. CITY OF RALEIGH
E 0
�+
¢ z 4 °. z DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES
U a+
O <rn "
v z
~a'0
N ozin
0-` �.,p',"
c�, � -
���" g °
:2
STANDARD PRECAST SANITARY
° STANDARD VERTICAL BEND
SEWER MANHOLE
DWG. NO.1 REVISIONS DATE I REVISIONS DATE
ABB 4 -6 -0
DWG. NO.1 REVISIONS DATE I REVISIONS I DATE
Y.C.A. 12 -31 -9 ABB 2 -27 -05
W- 1 2
S -20
RRH 3 -30 -0
����
THRUST BLOCKING THRUST BLOCKING STANDARD VERTICAL STANDARD PRECAST
1 THRUST BLOCKING DETAIL 2 DESIGN TABLE 3 DESIGN TABLE 4 BEND DETAIL (""9 SANITARY SEWER MANHOLE o o
12 NTS 12 NTS Q J2 NTS 12 NTS 12 NTS
ECCENTRIC PIPE TRANSITION COUPLING
BUSHING FOR CONNECTING PIPES OF
UNEQUAL DIAMETER
MAINTAIN
CONTINUOUS
FLOWLINE
0
PVC OR I DUCTILE IRON PIPE rA
VC /TC PIPE FLOW
G� N
d•
NON- SHRINK GROUT 6" GATE VALVE INSERTION TIE THRUST
BULKHEAD AT EACH ROD COLLAR
(SEE PLANS FOR
END OF CASING PIPE FINISHED GRADE LOCATIONS) 'J
STYROFOAM PLUG TO
SECTION W O
ASSIST GROUT PLACEMENT, 8" TEMPORARY
AGGREGATE STONE PIPE TRANSITION COUPLING ALL AROUND CAP N
BEDDING, MIN. 8" TOP
STEEL CASING PIPE
& SIDES, 6" BOTTOM, 0 W
TYPICAL DIP CARRIER PIPE [� h
1" LETTERING MINIMUM A/c WEIGHT
RECESSED FLUSH FRAME 262 COVER 170
PVC OR DUCTILE IRON PIPE TOTAL 432
VC /TC PIPE FL W 0 ( PROVIDE PLASTIC SHEET
3 -1" DIA. HOLES BOND- BREAKER BETWEEN
AT 120° CARRIER PIPE AND GROUT,
}�:=' ALL AROUND RESTRAINING
A A GLAND
ELEVATION
(� INSERTION VALVE WITH CAP
�) TYPICAL LIFTING DEVICE 5
\V�LL // RODDED TO THRUST COLLAR z z o
SANITARY SEWER
ri0 TRANSITION COUPLING W �W co
QJ2 NTS A. TYPICAL CASING PIPE PLUG 12 NTS v
o NOTE: COVER SHALL READ U
"CONFINED SPACE - DO NOT
ENTER... PERMIT REQUIRED" AS NOTE N
PLAN SHOWN ON S -25. CARRIER PIPE NON- SHRINK GROUT SHALL BE W
3/8" STEEL PLATE, TYP "EUCD -N -S" BY THE EUCLID x y W
/ CHEMICAL COMPANY; "MASTERFLOW a_
STANDARD UTILITYNOTES: 26 1/4" 3/8'x4' STEEL I 713" BY MASTER BUILDERS,
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & 1 3/8" -26" II PLATE, TYP OR EQUAL. Q
SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION) I I 5/8" A325 BOLT
2. UTILITY SEPARATION REQUIREMENTS: ww,, ,,
• A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN /�1L..1. CONSTRUCTION IS TO BE IN STRICT
IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS 7 1/2" CASING PIPE + '' , 6 GASKET IN VERTICAL Z O Q Q
SANITARY SEWER PIPE SHALL BE SPECIFIED &INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL w w� �,J /1���'�` Oj � Q � � ?
NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL 1 " FACE OF COVER A�ANCE � THE MOST RECEN 1 M O Z a 04
• WHEN INSTALLING WATER & /OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION L WW a�
CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ANCHORED IN RING MUST BE 3/16 V 4 EDITION OF CITY OF RALEW AND NC a
//''����
ELEVATION OF THE WATER MAIN O LEAST 18" ABOVE THE TOP T THE SEWER &MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. 24" ( �,./�,/T STANDARDS ANDS F�ICATIONS.
ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER ACCORDANCE
• WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS 3 28 WITH S -25 I' R ON ALL CORNERS
OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS 34
• 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL
IS SPECIFIED FOR SANITARY SEWER B. PIPE ALIGNMENT GUIDE
• MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION
AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP
MATERIALS &A CONCRETE CDADLE HAVING A "x4m CLEARANCE(PERCORPUD DETAILS W-41&S-49) A Utlllt installations and other bl° facilities includin sidew 1L
• ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN & /OR PROFILE BY THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION 5/8" 0
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION STAINLESS STEEL ROD
OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT TYPICAL LIFTING DEVICE SECTION A
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS
6. INSTALL %" COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE EASEMENT IMMEDIATELY ADJACENT TOP OF COVER CITY OF RALEIGH
7. INSTALL 4" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR DEPARTMENT OF PUBLIC UTILITIES
FEET MAXIMUM
8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL MANHOLE FRAME AND
SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE WATERTIGHT COVER
9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANY RIPARIAN BUFFER DWG. N0. REVISIONS DATE REVISIONS DATE
WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
lO.NCDOT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS &/OR SERVICE TAPS) WITHIN S- 26 3 -7 -87 3 -1 -67 ABB 8 -29 ::,
STATE ROW PRIOR TO CONSTRUCTION RRH 3 -30 -00
I LGREASE INTERCEPTOR/ OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD
FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT (919) 250 -7825 OR
[e-mail] FOR MORE INFORMATION
12.CROSS- CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN MANHOLE FRAME AND
APPENDIX -B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS.
THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN 6 WATERTIGHT COVER D E TA I L
CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN
CARRIER
PIPE, DIP
DIAMETER
(IN.)
CASING
PIPE, STEEL
DIAMETER
(IN.)
MINIMUM
CASING PIPE
WALL THICKNESS
(IN.)
ALLOWABLE
SPAN
(FT.)
6
14
0.3750
40
8
16
0.3750
45
10
18
0.3750
50
12
20
0.3750
14
24
0.3750
16
26
0.3750
5
18
30
0.3750
60
20
32
0.3750
60
24
36
0.4375
65
30
42
0.4375
65
36
48
0.4375
65
42
56
0.5000
65
Fu Ic , g a s
and fiandicap ramps, are to be constructed on all streets as
specified by City Code. These facilities have been approved by ( a
the City of Raleigh and shall be installed unless a change is
authorized by written approval. Public Sanitary Sewer
Easements are to be recorded prior to final acceptance.
Transportation Services � W
Public Utilities U w Q
Stormwater Z Q
Planning a a
®9ss0000t,ret �I a FBI
e�,•� o CAROB
ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS OR THE LOCAL CROSS - CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE Z L i
t
STRINGENT Q J2 031455 NTS rr �' ••. F / Q-e. °A R`
8 STEEL PIPE ENCASEMENT DETAIL ,1
12 NTS � 7s°
e ��.� so•,40 ' SHEET OF
12 12

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M � m
00 > N'
% °(y)
n OD
oz w
> H
W� Ld
-SF-
LL CL o
*NOTE: PRECAST BOX MANUFACTURER SHALL FABRICATE THE PRECAST BOX END
UNITS WITH EXPOSED r B A . AND INSERTS AS REQUIRED PLANS.
* 17,_0„
No
7" 20 —Y4" O STRUCTURAL INSERTS W 10" CTS. IN ROOF SLAB OF PRECAST BOX END UNITS 7"
WITH #6 Dl BARS IN HEADWALL
TOP OF HEADWALL
EL. = 380.00 t) DOWNSTREAM END
A EL. = 380.50 0 UPSTREAM END
SEE CAST -IN -PLACE
CONCRETE WINGWALL
SHEET FOR DETAILS
CAST -IN- PLACE,-
CONCRETE HEADWALL ---'� N p1
1 !
1 i
i !
i !
i
i 1
1 i
1 !
1 r
1 1
1 1
7' -0" X 7' -0" PRECAST BOX 7' -0" X 7' -0" PRECAST BOX
CULVERT (BY OTHERS) CULVERT (BY OTHERS)
a j 1
r r
i V 1
! 1
"0 WEEP HOLES � TOP OF END CURTAIN WALL 3 "0 WEEP HOLES
EL. = 370.00 Q DOWNSTREAM END (SEE DETAIL
EL. = 370.50 tai UPSTREAM END
1 � W
! i C>
' --
--------------------------- CAST —IN- PLACE-------------------------------- —! H
CONCRETE END
CURTAIN WALL o
3 H F—
V >>
CAST -IN -PLACE M w v
CONCRETE WINGWALL A
& FOOTING 17 - #4 D2 FIELD BEND BARS 0 l'-Off CTS. IN FLOOR SLAB OF PRECAST BOX END UNITS
KAPLAN M r%IAIR It"% –r r— A l ! r—A 1r1% 1-1 1–\ t A TT^► i
3„ 3"
J
U a
M M
4 - #4 GI
a- CAST -IN -PLACE #6 D1 BAR
CONCRETE HEADWALL
J
v
3 - #8 S2 ® �'
DAYTON /RICHMOND 1` -0"
STRUCTURAL CONNECTION
INSERTS "0 TYPE F -56
2 STRUT OR EQUAL 0 10" CTS
LENGTH = 4% "
NO. REQ'D = 30 PER HEADWALL
TOTAL 40
DETAIL A - CAST -IN -PLACE
CONCRETE HEADWALL
(UPSTREAM END SIMILAR)
PRECAST BOX WALL AND SLABT HICKNESS N
PRECAST BOX CULVERT
FLOOR SLAB
�- F 4" .
CAST- IN- PLACE-
CONCRETE END
CURTAIN WALL
�c
#4 D2 FIELD BEND
1' -0.— MIN:
PRECAST BOX CULVERT s'
ROOF SLAB
8"
DETAIL B CAST -IN -PLACE
CONCRETE END CURTAIN WALL
MISC. PRECAST
UNIT BILL OF
BOX END
MATERIAL
BAR
NO.
SIZE
TYPE
LENGTH
WEIGHT
Oo
a
D2
34
#4
STR
3' -4"
76
¢o
co
TOTAL REINFORCING STEEL D2
FOR 2 END CURTAIN WALLS
BEND BARS
76 LBS.
20 INSERTS X 2 HEADWALLS =
40 TOTAL
* 17,_0„
No
7" 20 —Y4" O STRUCTURAL INSERTS W 10" CTS. IN ROOF SLAB OF PRECAST BOX END UNITS 7"
WITH #6 Dl BARS IN HEADWALL
TOP OF HEADWALL
EL. = 380.00 t) DOWNSTREAM END
A EL. = 380.50 0 UPSTREAM END
SEE CAST -IN -PLACE
CONCRETE WINGWALL
SHEET FOR DETAILS
CAST -IN- PLACE,-
CONCRETE HEADWALL ---'� N p1
1 !
1 i
i !
i !
i
i 1
1 i
1 !
1 r
1 1
1 1
7' -0" X 7' -0" PRECAST BOX 7' -0" X 7' -0" PRECAST BOX
CULVERT (BY OTHERS) CULVERT (BY OTHERS)
a j 1
r r
i V 1
! 1
"0 WEEP HOLES � TOP OF END CURTAIN WALL 3 "0 WEEP HOLES
EL. = 370.00 Q DOWNSTREAM END (SEE DETAIL
EL. = 370.50 tai UPSTREAM END
1 � W
! i C>
' --
--------------------------- CAST —IN- PLACE-------------------------------- —! H
CONCRETE END
CURTAIN WALL o
3 H F—
V >>
CAST -IN -PLACE M w v
CONCRETE WINGWALL A
& FOOTING 17 - #4 D2 FIELD BEND BARS 0 l'-Off CTS. IN FLOOR SLAB OF PRECAST BOX END UNITS
KAPLAN M r%IAIR It"% –r r— A l ! r—A 1r1% 1-1 1–\ t A TT^► i
3„ 3"
J
U a
M M
4 - #4 GI
a- CAST -IN -PLACE #6 D1 BAR
CONCRETE HEADWALL
J
v
3 - #8 S2 ® �'
DAYTON /RICHMOND 1` -0"
STRUCTURAL CONNECTION
INSERTS "0 TYPE F -56
2 STRUT OR EQUAL 0 10" CTS
LENGTH = 4% "
NO. REQ'D = 30 PER HEADWALL
TOTAL 40
DETAIL A - CAST -IN -PLACE
CONCRETE HEADWALL
(UPSTREAM END SIMILAR)
PRECAST BOX WALL AND SLABT HICKNESS N
PRECAST BOX CULVERT
FLOOR SLAB
�- F 4" .
CAST- IN- PLACE-
CONCRETE END
CURTAIN WALL
�c
#4 D2 FIELD BEND
1' -0.— MIN:
PRECAST BOX CULVERT s'
ROOF SLAB
8"
DETAIL B CAST -IN -PLACE
CONCRETE END CURTAIN WALL
0
NOTES:
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
THE 2006 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES "OF THE
N. C. DEPARTMENT OF TRANSPORTATION.
UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON
STRUCTURES SHALL BE CHAMFERED %4;
ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE OUT TO OUT AS INDICATED ON PLANS.
REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM 615.
3 "0 WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH
THE NCDOT STANDARD SPECIFICATIONS.
DIMENSIONS FOR THE WING LAYOUT AS WELL AS ADDITIONAL
REINFORCING STEEL EMBEDDED IN BARREL ARE SHOWN ON
WING SHEET.
THE CONCRETE FOR THE HEADWALLS, WINGS AND END CURTAIN
WALLS SHALL BE CLASS 18 CONCRETE AS PER THE NCDOT
STANDARD SPECIFICATIONS.
CAST -IN -PLACE CONCRETE SHALL BE POURED IN THE
FOLLOWING ORDER:
1. WING FOOTINGS, AND CURTAIN WALL.
2. HEADWALLS, WINGWALLS.
ELEVATIONS ON PLANS SHALL BE VERIFIED WITH THE
KAPLAN,LAIL & SWIFT CULVERT IMPROVEMENTS PROJECT PLANS
AS PREPARED BY WK DICKSON.
SEE DETAIL A
s �
a
`----ROOF SLAB
1" EXP. JT. MAT'L
PRECAST BOX
END UNIT
(BY OTHERS)
i 3 "0 WEEP HOLES
(SEE DETAIL)
!
CONST. JT. _
1
M
SEE DETAIL B
Kl CULVERT END SECTION A —A
FILTER FABRIC
1' x l' CRUSHED STONE
DRAIN W/ FILTER FABRIC
CONTINUOUS ALONG BOTTOM
EDGE OF WEEP HOLES ALONG
LENGTH OF CULVERT BOX
AND WING WALLS
6 "SQUARE OF ALUMINUM OR GALVANIZ
STEEL HARDWARE CLOTH (4 x 4 MESH)
ANCHORED FIRMLY TO FILL FACE OVER
WEEP PIPE WITH CONSTRUCTION ADHES
sj *T ilgag
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0
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a
co
ti
0
NOTES:
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
THE 2006 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES "OF THE
N. C. DEPARTMENT OF TRANSPORTATION.
UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON
STRUCTURES SHALL BE CHAMFERED %4;
ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE OUT TO OUT AS INDICATED ON PLANS.
REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM 615.
3 "0 WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH
THE NCDOT STANDARD SPECIFICATIONS.
DIMENSIONS FOR THE WING LAYOUT AS WELL AS ADDITIONAL
REINFORCING STEEL EMBEDDED IN BARREL ARE SHOWN ON
WING SHEET.
THE CONCRETE FOR THE HEADWALLS, WINGS AND END CURTAIN
WALLS SHALL BE CLASS 18 CONCRETE AS PER THE NCDOT
STANDARD SPECIFICATIONS.
CAST -IN -PLACE CONCRETE SHALL BE POURED IN THE
FOLLOWING ORDER:
1. WING FOOTINGS, AND CURTAIN WALL.
2. HEADWALLS, WINGWALLS.
ELEVATIONS ON PLANS SHALL BE VERIFIED WITH THE
KAPLAN,LAIL & SWIFT CULVERT IMPROVEMENTS PROJECT PLANS
AS PREPARED BY WK DICKSON.
SEE DETAIL A
s �
a
`----ROOF SLAB
1" EXP. JT. MAT'L
PRECAST BOX
END UNIT
(BY OTHERS)
i 3 "0 WEEP HOLES
(SEE DETAIL)
!
CONST. JT. _
1
M
SEE DETAIL B
Kl CULVERT END SECTION A —A
FILTER FABRIC
1' x l' CRUSHED STONE
DRAIN W/ FILTER FABRIC
CONTINUOUS ALONG BOTTOM
EDGE OF WEEP HOLES ALONG
LENGTH OF CULVERT BOX
AND WING WALLS
6 "SQUARE OF ALUMINUM OR GALVANIZ
STEEL HARDWARE CLOTH (4 x 4 MESH)
ANCHORED FIRMLY TO FILL FACE OVER
WEEP PIPE WITH CONSTRUCTION ADHES
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3-#19 74.3 - #(; 73.3 - #f 77.1 - #f; 71
1-*4 V4- 1-*4 V3. 1-*4 V?- 1 - #4 Vl
ELEVATION
DETAIL "A//
kST-IN-PLACE
)NCRETE HEADWALL
l A 9 1 lasillitf-111 4 9 will-A 14 4
'RECAST
3OX CULVERT
HEADWALL
"I IO WALL
I U %0 KI
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v
cr
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cc
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kc
v
BAR TYPES
ALL BAR DIMENSIONS ARE OUT TO OUT.
V--q I :"z I rn I ,,r I
6"
8ft
Lo rl-
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c"i
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u-
Ln cko o 00
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.: - -
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ui Z-lt
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BILL OF MATERIAL
'GOD
BAR
NO.
SIZE
TYPE
LENGTH
WEIGH
Dl
40
#6
3
31-0N
180
91-4m
25
E*
P
rA
*Gl
8
*4
STR
161-8o
89
#4
STR
81-7/1
w
69
HI
40
#4
STR
91-2m
245
H2
8
#4
STR
61-9/1
36
H3
8
*4
STR
11-6m
8
H4
8
#4
STR
9
50
NI
4
*6
1
111-511
69
N2
12
#6
1
101-8/1
192
N3
12
#6
1
91-11ff
179
N4
12
#6
1
91-1ft
164
61-0//
108
�d�rr;
si
12
#6
STR
61-0R
108
S2
6
#8
STR
161-8/1
267
C
95
°aio
*E5 Apo V
4*
0
Z4
TI
12
#5
STR
91-IOM
123
REINFORCING STEEL
a.
cr
0 —) HK.
9m
c"i
21/4# THREADED
o o m
A c
m 10
u-
Ln cko o 00
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.: - -
-" =, g
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4
#4
STR
91-4m
25
E*
P
rA
0
cv)
C
V2
12
#4
STR
81-7/1
w
69
S E A L
22072 1
K
V3
12
#4
STR
7-100
63
L)
4m
V4
12
#4
STR
7 I -0/1
w
56
A f U R D
0
Z1
4
#6
2
6, -9&
41
Z2
12
#6
2
61-0//
108
�d�rr;
w
m
w
Z3
12
#6
2
51-3m
C
95
°aio
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4*
0
Z4
12
#6
2
41-6m
81
REINFORCING STEEL
a.
cr
0
FOR 4 WINGS
0-
1712
LBS
REINFORCING STEEL
FOR 2HEADWALLS &
2 END CURTAIN WALLS
536
LBS
con
TOTAL 2248 LBS
CLASS A CONCRETE
4 WINGS & FOOTINGS
21.4
CY
2 HEADWALLS
3.7
CY
21 END CURTAIN WALLS
1.7
CY
TOTAL
26.8
CY
HEIGHT AND LENGTH MAY VARY BASED ON
PRECAST BOX WALL AND SLAB THICKNESS
QUANTITIES SHOWN ARE BASED ON
DIMENSIONS SHOWN.
ADJUSTMENTS TO BAR LENGTHS MAYBE
NECESSARY.
i
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9 (=
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