20141077 Ver 2_PHASE II IFC Set w-revised C30_20200213

VICINITY MAP
N.T.S
ISSUED FOR CONSTRUCTION
NOT CONFORMED
PHASE II
PROJECT AREA
I-440
C A P IT A L B L V D
DECEMBER 2016
MCKIM & CREED PROJECT NO. 0592-0040
CITY OF RALEIGH PUBLIC UTILITES DEPARTMENT
CRABTREE BASIN
WASTEWATER SYSTEM CONVEYANCE
IMPROVEMENTS - PHASE II
CRABTREEBASINWASTEWATERSYSTEMCONVEYANCEIMPROVEMENTS-PHASEII00592-0040DECEMBER2016PUBLIC
PUBLIC UTILITIES DEPARTMENT
ROBERT MASSENGILL, PE
PUBLIC UTILITIES DIRECTOR
OWNER:
CITY OF RALEIGH
Address: One Exchange Plaza
Suite 620
Raleigh, NC 27601
Mailing Address: P.O. Box 590
Raleigh, NC 27602
Phone: [phone]
Fax: [phone]
PUBLIC
SRF NO. CS370419-19
VICINITY MAP
C1
C2
C3
C4 C5
C6
C7
C8
C9 C10 C11 C12
C13 C14
C15
C16
C17
C18 C19
C20
C21
C22 C23
C24
C25 C26
C27
C28
C29
C30
C31 C32
C33
C34
C35 C36 C37 C38
C40
C39
PS
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
GENERAL:
CIVIL:
DETAILS:CIVIL CONT'D:CONSTRUCTION ACCESS & TRAFFIC CONTROL:GREENWAY ACCESS & CLOSURE PLAN:
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
DETAIL INDEX:
Detail Sheet and Title Detail Description Detail Number
D1 - Sanitary Sewer Details
Trench Bottom and Backfill Detail for Ductile Iron and Concrete Pipe (Sanitary Sewer)SS-1
Trench Bottom and Backfill Detail for Fiberglass Reinforced and PVC Pipe (Sanitary
Sewer)SS-2
Concrete Encasement Detail at Utility Line Crossing SS-4
Concrete Encasement Detail at Stream Crossing (1)SS-5.1
Concrete Encasement Detail at Stream Crossing (2)SS-5.2
Precast Sanitary Sewer Manhole (T-Style ) Details SS-6
D2 - Sanitary Sewer Details
Manhole Riser Sealing Detail SS-7
Precast Sanitary Sewer Manhole (4', 5' and 6' Diameter) Without Vent Pipe SS-8.1
Precast Sanitary Sewer Manhole (4', 5' and 6' Diameter) With Vent Pipe SS-8.2
Precast Sanitary Sewer Manhole (8', 10' and 12' Diameter)SS-9
Extended Base or Cast-in-Place Reinforced Concrete Base SS-10
Precast Manhole Installation Over Existing Pipe Detail SS-11
Standard Manhole Cover in Road Right-of-Way SS-12
Manhole Frame Cam Lock Cover in Easements SS-13
D3 - Sanitary Sewer Details
Manhole Frame and Cover In Paved Surfaces SS-14
Slip Resistant Manhole Step Detail SS-15
Manhole Vent and Support Detail SS-16
Offset Vent Detail SS-17
Outside Drop Installation Detail SS-18
Inside Drop for Sanitary Sewer Service SS-19
Sanitary Sewer Service Manhole Tap Detail SS-20
Sanitary Sewer Lateral Connection Detail SS-21
D4 - Sanitary Sewer and Potable Water Details
Lateral Saddle Installation Detail SS-22
Sanitary Sewer Protection During Construction SS-23
Typical Sewer Point Repair SS-24
Standard Utility Marker for Sewer Main in Easement SS-25
Gravity Sewer Main Tracer Wire SS-26
Typical Sanitary Sewer Lateral Tracer Wire SS-27
D4A - Potable Water Details
Trench Bottom Detail for Ductile Iron Potable Water PW-1
Thrust Blocking Views PW-2
Concrete Thrust Block Schedule PW-3
New to Exist. Water Main Tie-in PW-3A
Valve Restraint at Tees and Crosses for Lines (4"-24")PW-3B
Valve Box Installation and Extension Detail PW-4
D5 - Potable Water Details
3/4" & 1" Water Service Installation Detail PW-5
Water Meter Box Detail PW-6
Fire Hydrant Assembly Detail PW-7
Fire Hydrant Installation Detail PW-8
Valve Box Cover Detail PW-9
Thrust Collar Design Data for Water Mains PW-10
Butterfly Valve Manhole Detail for 16" and Larger Mains PW-11
D6 - Erosion Control Details
Erosion Control Construction Sequence EC-1.1
Erosion Control Notes EC-1.2
Seedbed Preparation EC-2
Temporary Seeding Schedule EC-3
Permanent Seeding Schedule EC-4
Temporary Construction Entrance EC-5
D7 - Erosion Control Details
Temporary Silt/Tree Protection Fence EC-6
Temporary Silt Fence EC-7
Temporary Silt Fence for High Hazard Areas EC-8
Stone Check Dam EC-9
Temporary Stabilization for Steep Slopes EC-10
Stone Relief Outlet EC-11
Arc Filter Basin Detail EC-12
Rip Rap Outlet Protection Detail EC-13
D8 - Erosion Control Details
Typical Straw w/Net Lining Detail EC-14
Hardware Cloth & Gravel Inlet Protection EC-15
Silt Fencing Layout at Bore Locations EC-16
Temporary Diversion Ditch EC-17
Temporary Slope Drain EC-18
Scour Hole EC-19
Sediment Trench EC-20
D9 - Surface Water and Wetland Protection
Details
Temporary Stream Crossing Layout SWP-1
Woodmat Temporary Crossing Detail SWP-2
Coffer Dam Detail SWP-3
Temporary Pump Around Detail SWP-4
Temporary Wetland Crossing SWP-5
Anti-Seep Collar Detail SWP-6
Rip-Rap Placement Detail SWP-7
Concrete Washout Pit SWP-8
D10 - Storm Drainage Details
Trench Bottom Detail for Storm Drainage Pipe SD-1
Standard Catch Basin Detail SD-2.1
Double Width Catch Basin Detail SD-2.2
Yard Inlet Detail SD-3
Storm Manhole Detail SD-4.1
Standard Storm Drain Manhole Cover SD-4.2
D11 - Construction Site Details
Standard Drop Inlet Detail SD-5
Catch Basin Castings SD-6.1
Bolted Cover Assembly SD-6.2
Standard Drop Inlet Casting SD-7
Tree Protection Fence CS-1
Temporary Security Fencing CS-2
Residential/Commercial Driveway Construction Entrance CS-3
Construction Access Entrance/Exit Control Gate CS-4
D12 - Construction and Roadway Details
Construction Access Exit Wash Rack CS-5
Asphalt Roadway Pavement Patch Detail RW-1
Concrete Sidewalk Replacement Details RW-2
Concrete Curb and Gutter Replacement Details RW-3
Driveway and Sidewalk Detail (1)RW-4.1
Driveway and Sidewalk Detail (2)RW-4.2
D13 - Roadway & Greenway Details
Driveway Grades RW-5
26' Roadway Replacement RW-6
31' Roadway Replacement RW-7
36' Roadway Replacement RW-8
41' Roadway Replacement RW-9
Asphalt Greenway Trail Replacement Detail GW-1
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
TEST HOLE DATA
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
VICINITY KEY MAP
CAPITAL BLVD.
(SR 2147)R/WR/WCAPITAL BLVD.
(SR 2147)R/WR/WR /W
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
54" GRAVITY SEWER PLAN
SEE SHEET C3P FOR PROFILE
INTERCONNECTION 'A'12" GRAVITY SEWER PROFILE
SEE PLAN THIS SHEET
SCALE: 1"=40' (HORIZ.)
1"=8' (VERT.)
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
54" GRAVITY SEWER PROFILE
SEE SHEET C3 FOR PLAN
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
H O D G E S S T .HODGES ST.LAURELBROOKST.
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
HODGES ST.HODGES ST.
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
HODGES ST.
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
ALWINCT.HODGES ST.HODGES ST.
10" INTERCONNECTION B GRAVITY SEWER
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
HODGES ST.
HODGES ST.
ATLANTIC AVE./HODGES ST.
INTERSECTION
HODGES STREET
HODGES STREET ATLANTICAVE.
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
8" WATERLINE RELOCATION
(SEE SHEET C6/C7 FOR PLAN VIEW)
30" WATERLINE RELOCATION
(SEE SHEET C7 FOR PLAN VIEW)
ATLANTIC AVE.
HODGES ST.
HODGES STREETCSXRAILROADHODGESSTREETCSXRAILROAD
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
HODGES ST.HODGES ST.
H O D G E S S T R E E T
H O D G E S S T R E E T
H O D G E S S T R E E T
H O D G E S S T R E E T
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
HODGES ST.
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
HODGES ST.
WAKEFORESTROADHODGESSTREET
WAKEFORESTROADHODGESSTREET
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
WAKE FOREST RD.
(SR 2026)
HODGESSTREET
HODGESSTREET
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
XXXXXXXX
O X F O R D R O A D
(6 0 'R /W )X X X X X X X X X X X X X X X X X X X X XXXXXXXX X
X
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
18" INTERCONNECTION C GRAVITY SEWER
8" WATER LINE REPLACEMENT (OXFORD RD.)
ANDERSONDRIVEC L A R E MO N T R O AD
ANDERSONDRIVEC L A R E MO N T R O AD
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
ANDERSON DR.
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP(60'R/W)
LASSITER FALLS CIR.LASSITER FALLS CIR.
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
36" REPLACEMENT D SEWER
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
YADKINDRIVEYADKINDRIVECRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
(60'R/W)
ALLEGHANY DRIVEALLEGHANYDRIVE
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
8" INTERCONNECTION H SEWER PROFILE8" INTERCONNECTION F SEWER PROFILE12" INTERCONNECTION E SEWER PROFILE 24" INTERCONNECTION G SEWER PROFILE
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
I-440CLIFFBENSONBELTLINEINNERLOOPI-440CLIFFBENSONBELTLINEOUTERLOOPI-440CLIFFBENSONBELTLINEINNERLOOPI-440CLIFFBENSONBELTLINEOUTERLOOPCRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VICINITY KEY MAP
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
OVERALL LOCATION MAP
“”“”
SEE SHEET TC2, TC4
VIEW #2
SEE SEET C2, C3, C4, C5
SEE SHEET TC3,
TC4
VIEW #2
SEE SHEET
C5, C6, C7
VIEW #3
SEE SHEET TC5, TC6
SEE SHEET C7, C8, C9, C10
VIEW #4
SEE SHEET TC7
SEE SHEET
C11, C12, C13
VIEW #5
SEE SHEET TC8
SEE SHEET C16,
C28
VIEW #6
SEE SHEET TC8
SEE SHEET C28
SEE SHEET TC5
VIEW #1A
VIEW #8
SEE SHEET TC10
SEE SHEET C39
VIEW #1
SEE SHEET TC9
SEE SHEET C1
VIEW #7
SEE SHEET TC9
SEE SHEET C29
FLAGMAN AHEAD
W20-7 A
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VIEW #1A (HODGES STREET PHASES #1 & #2 ROAD CLOSURE)
SIGN LEGEND
LEGEND
BE PREPARED TO STOP
W3-1C
ROAD CLOSED AHEAD
RIGHT CLOSURE #1
LEFT CLOSURE #2.
W20-3
FLAGMAN AHEAD
W20-7a
BE PREPARED TO STOP
W3-1C
ROAD CLOSED AHEAD
NEXT LEFT
W20-3
ROAD CLOSED AHEAD
NEXT LEFT
W20-3
BE PREPARED TO STOP
W3-1C
FLAGMAN AHEAD
W20-7a
FLAGMAN AHEAD
W20-7a
BE PREPARED TO STOP
W3-1C
ROAD CLOSED AHEAD
NEXT RIGHT
W20-3
MATCH LINE
SHEET TC3
PARTIALPARTIALCLOSURE#1CLOSURE#2.(SEE BUSINESS
ACCESS NOTE 4)
ATLANTICAVE.HODGESSTREET
HODGES ST.
HODGES STREET ALWINCT.ATLANTICAVE.HODGESSTREET
HODGES ST.
HODGES STREET ALWINCT.CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VIEW #2 (HODGES STREET PHASE 2 ROAD CLOSURE)
LEGEND
SIGN LEGEND
FLAGMAN AHEAD
W20-7a
BE PREPARED TO STOP
W3-1C
ROAD CLOSED AHEAD
NEXT LEFT (PHASE 2) / RIGHT (PHASE 3)
W20-3
FLAGMAN AHEAD
W20-7a
BE PREPARED TO STOP
W3-1C
ROAD CLOSED AHEAD NEXT
LEFT (PHASE 3) / RIGHT (PHASE 2)
W20-3MATCHLINESHEETTC2
NOTE: NIGHT / WEEKEND
WORK ONLY IN THIS AREA
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VIEWS #1A & 2 (HODGE STREET PHASE 1 ROAD CLOSURE DETOUR ROUTE)ATLANTICAVENUECSXRAILROADSIGN LEGEND
LAURELBROOKST.ALWINCT.ATLANTICAVENUECAPITALBLVD.OLDLOUISBURGROADVIEWS #1A & 2 (HODGE STREET PHASE 2 ROAD CLOSURE DETOUR ROUTE)ATLANTICAVENUECSXRAILROADLAURELBROOKST.ALWINCT.E.SIXFORKSROAD
MELLOWFIELDDR.ATLANTICAVENUECAPITALBLVD.CAPITALBLVD.H O D G E S R D .
W IC KE R D R IVE
PEDENSTEELDR.CSXRAILROADLEGEND
DETOUR
M4-10L
DETOUR
M4-10R
DETOUR AHEAD
W20-2
DETOUR
M4-8
DETOUR
M4-8
DETOUR
M4-10R
DETOUR
M4-10R
DETOUR
M4-10LDETOUR
M4-10L
DETOUR
M4-10R
ROAD CLOSED AHEAD
W20-3
DETOUR AHEAD
W20-2
DETOUR
M4-10L
DETOUR
M4-10L
DETOUR
M4-10L
ROAD CLOSED AHEAD
W20-3
DETOUR
M4-10R
DETOUR
M4-10R
DETOUR
M4-10L
DETOUR AHEAD
W20-2
ROAD CLOSED AHEAD
W20-3
DETOUR
W20-2
DETOUR
M4-10R
DETOUR
M4-10LDETOUR
M4-10L
DETOUR
M4-10R
DETOUR
M4-10R
DETOUR AHEAD
W20-2
ROAD CLOSED AHEAD
W20-3
NOTE: NIGHT/WEEKEND
WORK ONLY IN THIS AREANORFOLKSOUTHERNRAILROAD
DETOUR
M4-10R CAPITALBLVD.DETOUR AHEAD
W20-2
DETOUR AHEAD
W20-2
DETOUR AHEAD
W20-2
DETOUR AHEAD
W20-2
PROPOSED
SANITARY
SEWER
DETOUR AHEAD
W20-2
DETOUR
M4-8
ABANDONED RAILROAD
ROAD CLOSED AHEAD
NEXT RIGHT
W20-3
DETOUR AHEAD W20-2
(AT EACH DRIVEWAY
FROM PEDEN STEEL
DRIVE 2 TOTAL)
PROPOSED SANITARY
SEWER
TILLERY
PLACE ATLANTICAVENUEPEDENSTEELDR.
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VIEW #2 (HODGES STREET AND ATLANTIC AVENUE LEGEND
SIGN LEGEND
ROAD CLOSURES #3)ATLANTICAVENUECSXRAILROADATLANTICAVENUESIX
F
O
R
KS
R
O
A
D WAKEFORESTROADWAKEFORESTROADC
REEKSIDE
D
RIVEINDUSTRIALDRIVE E.WHITAKER
MILL ROAD
CSXRAILROADYOUNG ST.ANNST.H
O
D
G
E
S
S
T.
HODGES ST.MILLST.BELLAIREST.MAIL ST.
M I L L S T .
M
C
N
EILL
S
T.
LAURELBROOK
ST.ALWINCT.R
U
C
K
E
R
ST.
SIX
F
O
R
K
S
R
O
A
DCAPITALBOULEVARDLAURELBROOKST.E
.
S
I
X
F
OR
K
S
R
OA
D
MILLST.FAIRFIELDDR.VIEW #2 (ATLANTIC AVENUE ROAD CLOSURE DETOUR ROUTE)PAULAST.FLAGMAN AHEAD
W20-7a
BE PREPARED TO STOP
W3-1C
ROAD CLOSED AHEAD
NEXT RIGHT
W20-3
FLAGMAN AHEAD
W20-7a
BE PREPARED TO STOP
W3-1C
ROAD CLOSED AHEAD
NEXT RIGHT
W20-3
DETOUR AHEAD SIGN
W20-2
ROAD CLOSED AHEAD
W20-3
ROAD CLOSED AHEAD
W20-3
DETOUR
M4-10L
ROAD CLOSED AHEAD
W20-3
DETOUR
M4-10R
ROAD CLOSED AHEAD
W20-3
DETOUR
M4-10L
DETOUR
M4-10R
DETOUR
M4-10L
DETOUR
M4-10L
DETOUR AHEAD SIGN
W20-2
DETOUR
M4-10R
DETOUR
M4-10L
DETOUR
M4-8
DETOUR
M4-8
DETOUR
M4-8
DETOUR
M4-8
DETOUR
M4-8
DETOUR
M4-8
DETOUR
M4-10L
ROAD CLOSED AHEAD
NEXT RIGHT SIGN
W20-3
DETOUR
M4-8
DETOUR
M4-8
DETOUR
M4-10R
DETOUR
M4-10L
DETOUR
M4-8
DETOUR
M4-8
DETOUR
M4-8
DETOUR AHEAD
W20-2
DETOUR
M4-8
DETOUR
M4-10R
DETOUR
M4-8
DETOUR AHEAD
W20-2
DETOUR
M4-10L
DETOUR
M4-10L ROAD CLOSED AHEAD
W20-3
ROAD CLOSED AHEAD
W20-3
DETOUR
M4-10R
DETOUR
M4-10L
DETOUR
M4-8
DETOUR
M4-8
DETOUR
M4-8
DETOUR
M4-8
ATLANTICAVENUEATLANTICAVENUEHODGESSTREET
HODGESSTREET
ABANDONED
RAILROAD SPUR
DETOUR
M4-10L
OPTIONAL DETOUR ROUTE VIA ATLANTIC
AVENUE AS LONG AS ONE LANE REMAINS
OPEN IN EACH DIRECTION
VIEW #3 (HODGES STREET PHASE 3 ROAD CLOSURE)
VIEW #3 (HODGES STREET PHASE 3 ROAD CLOSURE DETOUR ROUTE)
SIX FORKS ROADINDUSTRIALDRIVECREEKSIDEDRIVEATLANTICAVENUECSXRAILROAD WAKEFORESTROADRUCKER ST.
H OD GE S S T RE E T PAULAST.SIGN LEGEND
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
FLAGMAN AHEAD
W20-7a
BE PREPARED TO STOP
W3-1C
ROAD CLOSED AHEAD
NEXT RIGHT
W20-3DETOUR
AHEAD
W20-2
DETOUR
M4-8
DETOUR
M4-10L
DETOUR
M4-10R
DETOUR
M4-10L
DETOUR
M4-10L
DETOUR
M4-10R
DETOUR
M4-10L
DETOUR
M4-8
DETOUR
M4-10L
DETOUR
M4-10R
DETOUR
M4-8
DETOUR
M4-10R
DETOUR
M4-10L
DETOUR
M4-8
DETOUR
M4-8
DETOUR
M4-8
DETOUR
M4-8
DETOUR
M4-10R
DETOUR
M4-10R
DETOUR
M4-10L
DETOUR
M4-8
LEGEND
DETOUR
W20-2
DETOUR
W20-2
DETOUR
W20-2
DETOUR AHEAD
W20-2
DETOUR
W20-2
ROAD
CLOSED
AHEAD
NEXT LEFT
W20-3
DETOUR
M4-10R
ROAD CLOSED AHEAD
W20-3 ROAD CLOSED AHEAD
NEXT RIGHT
W20-3
DETOUR
M4-10R
ROAD CLOSED AHEAD
W20-3
ROAD CLOSED AHEAD
NEXT LEFT
W20-3 DETOUR
W20-2
DETOUR
W20-3DETOUR
M4-8
H O D G E S S T R E E TATLANTICAVENUE
ROAD CLOSED AHEAD
NEXT RIGHT
W20-3
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VIEW #4 (CONSTRUCTION ACCESS ROUTE - WEST SIDE OF WAKE FOREST ROAD)
FOR CONSTRUCTION
SEE SHEET C11, C12, C13
LEGEND
LASSITER FALLS CIR.
LASSITER FALLS CIR.
LASSITER FALLS CIR.ANDERSONDRIVEANDERSONDRIVEANDERSONDRIVECRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
VIEW #5 (OXFORD ROAD CLOSURE)FOR CONSTRUCTION
SEE SHEET C16
VIEW #6 (LASSITER FALLS CIRCLE ROAD CLOSURE)FOR CONSTRUCTION
SEE SHEET C28
LASSITER FALLS CIR.
O X F O R D R O A D
FLAGMAN AHEAD
W20-7a
BE PREPARED TO STOP
W3-1C
ROAD CLOSED AHEAD
ROAD CLOSED
W20-3
FLAGMAN AHEAD
W20-7a
BE PREPARED TO STOP
W3-1C
ROAD CLOSED AHEAD
NEXT RIGHT / LEFT OR NO DIRECTION
W20-3
ROAD CLOSED AHEAD
NEXT RIGHT
W20-3
ROAD CLOSED AHEAD
NEXT LEFT
W20-3
ROAD CLOSED AHEAD
ROAD CLOSED
W20-3
BE PREPARED TO STOP
W3-1C FLAGMAN AHEAD
W20-7a
LEGEND
SIGN LEGEND
CL AREMONT
ROAD
NOTE: A SERIES OF SIGNS TO BE PLACED ALONG NORTH
AND SOUTH BOUND ANDERSON DRIVE AND EAST BOUND
CLAREMONT ROAD. INDICATING THAT OXFORD ROAD IS
CLOSED AHEAD NEXT RIGHT OR LEFT FOR ANDERSON
DRIVE AND AHEAD FOR CLAREMONT ROAD.
SIGNAGE SHALL ALSO BE PLACED
AT INTERSECTION AT OXFORD RD.
AND OVERBROOK DR.
CAPITALBLVD.CAPITALBLVD.CAPITALBLVD.CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
R A IL R O A D R /W (T Y P .)VIEW #1 (CRABTREE BOULEVARD ACCESS - FOR SEWER MAIN ABANDONMENT)CAPITALBLVD(NORTHBOUND)CAPITALBLVD(SOUTHBOUND)HO DG ESSTCRABTREE
BLVD
TRUCKS ENTERING
HIGHWAY SIGN
W14-12
TRUCKS ENTERING
HIGHWAY SIGN
W14-12
CONSTRUCTION ACCESS
WITH TEMPORARY CONSTRUCTION
ENTRANCE (SEE DETAIL CS-5)
VIEW #7 (OLD LASSITER MILL ROAD ACCESS)
CONSTRUCTION ACCESS
WITH TEMPORARY CONSTRUCTION
ENTRANCE (SEE DETAIL CS-5)
I-440CLIFFBENSONBELTLINEINNERLOOPI-440CLIFFBENSONBELTLINEOUTERLOOPI-440CLIFFBENSONBELTLINEINNERLOOPI-440CLIFFBENSONBELTLINEOUTERLOOPVIEW #8 (I-440 AREA ACCESS PLAN)
A L L E G H A N Y D R I V E
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
TRUCKS ENTERING HIGHWAY SIGN
(W14-12) (TYP.)
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
OVERALL LOCATION MAP
PHASE #1
SEE SHEET GW1
SEE SHEET C14, C15, C16, C17
PHASE #1-1A
PHASE #2
SEE SHEET GW2
SEE SHEETS
C17, C18, C19, C20, C21
PHASE #3
SEE SHEET GW2
SEE SHEET C22,
C23, C24
PHASE #4
SEE SHEET GW2
SEE SHEET C26, C27, C28, C29
PHASE #5
SEE SHEET GW3
SEE SHEET C32, C33,
C34, C35, C36
PHASE #6
SEE SHEET GW3
SEE SHEET C36,
C37, C38, C39
PHASE #7
SEE
SHEET
GW3
SEE
SHEET
C40
PHASE #2-2A
LASSITERMILLROADLASSI
TERFALLSCI
R.
L
A
S
S
I
T
E
R
F
A
L
L
S
C
I
R
.LASSITERMILLROADLASSI
TERFALLSCI
R.
L
A
S
S
I
T
E
R
F
A
L
L
S
C
I
R
.LASSITERMILLROADLASSI
TERFALLSCI
R.
L
A
S
S
I
T
E
R
F
A
L
L
S
C
I
R
.
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PHASE #3 PHASE #3 CONTINUATION AND PHASE #4
CRABTREE BASIN
WASTEWATER SYSTEM
CONVEYANCE IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PHASE #5
PHASE #6 and 6A
PHASE #7PHASE #5 CONTINUATION
SS-1 - TRENCH BOTTOM AND BACKFILL DETAIL
FOR DUCTILE IRON AND CONCRETE PIPE
(SANITARY SEWER)
SS-2 - TYPICAL TRENCH BOTTOM AND BACKFILL
DETAIL FOR FIBERGLASS REINFORCED AND
PVC PIPE (SANITARY SEWER)
SS-4 - CONCRETE ENCASEMENT DETAIL AT
UTILITY LINE CROSSING
SS-5.1 - CONCRETE ENCASEMENT DETAIL AT
STREAM CROSSING
SS-5.2 - CONCRETE ENCASEMENT DETAIL AT
STREAM CROSSING
SS-6 - PRECAST SANITARY SEWER MANHOLE
(T-STYLE) DETAIL
SS-8.1 - PRECAST SANITARY SEWER
MANHOLES (4', 5' & 6' DIAMETER) WITHOUT
VENT PIPE
SS-9 - PRECAST SANITARY SEWER MANHOLES
(8', 10', & 12' DIAMETER)
SS-11 - PRECAST MANHOLE INSTALLATION
OVER EXISTING PIPE DETAIL
SS-12 - STANDARD MANHOLE COVER IN ROAD
RIGHT-OF-WAY
SS-13 - MANHOLE FRAME w/ CAM LOCK COVER
IN EASEMENTS
SS-7 - MANHOLE RISER SEALING DETAIL
SS-10 - EXTENDED BASE OR CAST-IN-PLACE
REINFORCED CONCRETE BASE
SS-8.2 - PRECAST SANITARY SEWER
MANHOLES (4', 5' & 6' DIAMETER) WITH VENTS
SS-15 - SLIP RESISTANT MANHOLE STEP DETAIL
SS-16 - MANHOLE VENT AND SUPPORT DETAIL SS-17 - OFFSET VENT DETAIL
SS-18 - OUTSIDE DROP INSTALLATION DETAIL SS-19 - INSIDE DROP FOR SANITARY SEWER
SERVICE
SS-20 - SANITARY SEWER SERVICE MANHOLE
TAP DETAIL
SS-21 - SANITARY SEWER LATERAL
CONNECTION DETAIL
SS-14 - MANHOLE FRAME AND COVER IN PAVED
SURFACES
SS-23 - SANITARY SEWER PROTECTION DURING
CONSTRUCTION
SS-24 - TYPICAL SEWER POINT REPAIR SS-25 - STANDARD UTILITY MARKER FOR
SEWER MAIN IN EASEMENTSS-22 - LATERAL SADDLE INSTALLATION
DETAILS
FOR PVC PIPE
FOR DI PIPE
SS-26 - GRAVITY SEWER MAIN TRACER WIRE SS-27 - TYPICAL SANITARY SEWER LATERAL TRACER WIRE
PW-1 - TRENCH BOTTOM DETAIL FOR DUCTILE
IRON POTABLE WATER
PW-2 - THRUST BLOCKING VIEWS PW-3 - CONCRETE THRUST BLOCK SCHEDULE
PW-3A - NEW TO EXIST. WATER MAIN TIE-IN
30"
36"
24"
8"
12"
16"
6"
4"
8
8
4
6
6
4
2
2
3/4" ALL-THREAD STEEL
ROD (CUT TO LENGTH)
GATE VALVE
1'-0" M.J. NIPPLE
WITH GLANDS (MIN.)
ROD REQUIREMENTS
NO. OF RODS BRANCH SIZE
SEE R-7 AND R-8 FOR
REACTION BLOCKING
CONCRETE AREA.
TEE
NOTES:
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.
VALVE MAY BE BOLTED
DIRECTLY TO TEE.
PW-3B - VALVE RESTRAINT AT TEES
AND CROSSES FOR LINES (4"-24")
PW-4 - VALVE BOX INSTALLATION AND
EXTENSION DETAIL
PW-5 - 3/4" & 1" WATER SERVICE INSTALLATION
DETAIL
PW-6 - WATER METER BOX DETAIL PW-7 - FIRE HYDRANT ASSEMBLY DETAIL
PW-8 - FIRE HYDRANT INSTALLATION DETAIL PW-9 - VALVE BOX COVER DETAIL PW-10 - THRUST COLLAR DESIGN DATA FOR
WATER MAINS
VALVE SIZE "X"
30" OR
GREATER
ECCENTRIC TOP WITH COVER
OPENING OVER ACTUATOR
EXISTING GRADE
NUT TYPE
ACTUATOR
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
BUTTERFLY VALVE MANHOLE DETAIL FOR 16" & LARGER
MAINS
DWG. NO.
W-16
PW-11 - BUTTERFLY VALVE
MANHOLE DETAIL FOR 16" AND
LARGER MAINS
SEEDING MIXTURE
SPECIES RATE (lb/acre)
RYE (GRAIN)120
ANNUAL LESPEDEZA (KOBE IN 50
PIEDMONT & COASTAL PLAIN,
KOREAN IN MOUNTAINS
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE
SEEDING DATES:
MOUNTAINS (ABOVE 2,500'):FEB. 15 - MAY 15
(BELOW 2,500'):FEB. 1 - MAY 1
PIEDMONT:JAN. 1 - MAY 1
COASTAL PLAIN:DEC. 1 - APR. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE
SPECIES RATE (lb/acre)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT
A RATE OF 50 lb/acre.
SEEDING DATES:
MOUNTAINS MAY 15 - AUG. 15
PIEDMONT:MAY 1 - AUG. 15
COASTAL PLAIN:APR. 15 - AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING MIXTURE
SPECIES RATE (lb/acre)
RYE (GRAIN)120
SEEDING DATES:
MOUNTAINS:AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT: AUG. 15 - DEC. 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND
AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 lb/acre OF
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND
JUNE 15, OVERSEED WITH 50 lb/acre KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN
(MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
RECOMMENDATIONS FOR SUMMER
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
SPECIES RATE (lb/acre)
TALL FESCUE 80
KOBE LESPEDEZA 40
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 lb/acre GERMAN MILLET OR 15 lb/acre SUDANGRASS. PRIOR TO
MAY 1 OR AFTER AUG. 15, ADD 40 lb/ac RYE (GRAIN)
SEEDING DATES:
BEST POSSIBLE
FALL AUG. 15 - SEPT. 15 AUG. 20 - OCT. 25
LATE WINTER:FEB. 15 - MAR. 21 FEB. 1 - APR. 15.
FALL IS BEST FOR TALL FESCUE AND LATER WINTER FOR LESPEDEZAS. OVERSEEDING OF DOBE
LESPEDEZA OVER FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED
ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH
DAMAGED AREAS IMMEDIATELY.
SEEDING MIXTURE
SPECIES RATE (lb/acre)
TALL FESCUE 200
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 lb/acre SUDANGRASS OR 15 lb/acre GERMAN MILLET. PRIOR TO
MAY 1 OR AFTER AUG. 15, ADD 40 lb/ac RYE (GRAIN)
SEEDING DATES:
BEST: AUG. 25 - OCT.
POSSIBLE:FEB. - APR. 15
AVOID SEEDING FROM NOV. TO JAN. IF SEEDING MUST BE DONE AT THIS TIME, ADD 40 lb/acre RYE
GRAIN AND USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 1,000 lb/acre 10-10-10 FERTILIZER
MULCH:
USE ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF THE CHANNELS AND
DITCHES, AND STAPLE SECURELY. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED
DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT
REQUIRING TEMPORARY LININGS, APPLY 4,000 lb/acre GRAIN STRAW, AND ANCHOR STRAW BY
STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE
THEY CAN CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING
YEAR; USE SOIL TESTS OR APPLY 150 lb/acre 10-10-10. MOW REGULARLY TO A HEIGHT OF 2-4
INCHES.
RECOMMENDATIONS FOR GRASS-LINED CHANNELS
NOTE:
SEE NCDEQ'S EROSION AND SEDIMENT CONTROL PLANNING DESIGN
MANUAL SECTION 6.11 FOR ADDITIONAL PERMANENT SEEDING
OPTIONS.
RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
EC-1.1 - EROSION CONTROL CONSTRUCTION SEQUENCE
EC-3 - TEMPORARY SEEDING SCHEDULE
EC-1.2 - EROSION CONTROL NOTES
EC-2 - SEEDBED PREPARATION
EC-4 - PERMANENT SEEDING SCHEDULE
EC-5 - TEMPORARY CONSTRUCTION ENTRANCE
SEEDING MIXTURE
RECOMMENDED APPLICATION RATE: 20-25 LBS. PER ACRE
SPECIES COMMON NAME PERCENT
ELYMUS VIRGINICUS VIRGINIA WILD RYE 15
PANICUM VIRGATUM SWITCHGRASS 15
AGROSTIS STOLONIFERA CREEPING BENTGRASS 10
RUDBECKIA HIRTA BLACK-EYED SUSAN 10
COREOPSIS LANCEOLATA COREOPSIS 10
PANICUM CLANDESTINUM DEER TONGUE 10
ANDROPOGON GERARDII BIG BLUESTEM 5
JUNCUS EFUSUS SOFT RUSH 5
ECHINOCHLOA MURICATA AWNED BARNYARD GRASS 5
SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 5
SORGHASTRUM NUTANS INDIAN GRASS 5
TRIPSACUM DACTYLOIDES GAMMA 5
AS SPECIFIED BY MELLOW MARSH IN SILER CITY OR APPROVED EQUAL.
SEEDING DATES:
BEST: MAR. 1 - MAY 1
POSSIBLE:OCT. - FEB.
NO SEEDING FROM JUNE TO SEPTEMBER.
SOIL AMENDMENTS:
CONTRACTOR TO WORK COMPOST INTO THE SOILS SURFACE AT A MINIMUM OF 2 INCHES.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 1,500 lb/acre GROUND AGRICULTURAL LIMESTONE.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. MOWING IN AUGUST - SEPTEMBER ONLY TO HELP DISPERSE
SEEDS.
RECOMMENDATIONS FOR RIPARIAN BUFFERS AND WETLANDS
EC-6 - TEMPORARY SILT/TREE PROTECTION
FENCE
EC-7 - TEMPORARY SILT FENCE
EC-10 - TEMPORARY STABILIZATION FOR STEEP
SLOPES
EC-8 - TEMPORARY SILT FENCE FOR HIGH
HAZARD AREAS
EC-11 - STONE RELIEF OUTLET DETAIL
EC-12 - ARC FILTER BASIN DETAIL EC-13 - RIP RAP OUTLET PROTECTION DETAIL
EC-9 - STONE CHECK DAM
™
–
–’
’
1
2
3a
3b
4
5
TEMPORARY SLOPE DRAIN
EC-14 - TYPICAL STRAW WITH NET LINING
DETAIL
EC-15 - HARDWARE CLOTH & GRAVEL INLET
PROTECTION
EC-16 - SILT FENCING LAYOUT AT BORE
LOCATIONS
EC-18 - TEMPORARY SLOPE DRAIN EC-19 - SCOUR HOLE
EC-17 - TEMPORARY DIVERSION DITCH
EC-20 - SEDIMENT TRENCH
SWP-1 - TEMPORARY STREAM CROSSING LAYOUT SWP-3 - COFFER DAM DETAIL SWP-4 - TEMPORARY PUMP AROUND DETAIL
SWP-5 - TEMPORARY WETLAND CROSSING SWP-6 - ANTI-SEEP COLLAR DETAIL
SWP-2 - WOODMAT TEMPORARY CROSSING
DETAIL
PLAN VIEW
FLOW
P
SWP-7 - RIP-RAP PLACEMENT DETAIL SFSFSFSF
B
B
A
SWP-8 - CONCRETE WASHOUT PIT
SD-1 - TRENCH BOTTOM DETAIL FOR STORM
DRAINAGE PIPE
SD-2.1 - STANDARD CATCH BASIN DETAIL
SD-3 - YARD INLET DETAIL
SD-2.2 - DOUBLE WIDTH CATCH BASIN DETAIL
SD-4.1 - STORM MANHOLE DETAIL SD-4.2 - STANDARD STORM DRAIN MANHOLE COVER
CS-1 - TREE PROTECTION FENCE CS-2 - TEMPORARY SECURITY FENCING CS-3 - TEMPORARY RESIDENTIAL/COMMERCIAL
DRIVEWAY CONSTRUCTION ENTRANCE
CS-4 - CONSTRUCTION ACCESS
ENTRANCE/EXIT CONTROL GATE
SD-5 - STANDARD DROP INLET DETAIL SD-6.1 - CATCH BASIN CASTINGS SD-6.2 - BOLTED COVER ASSEMBLY SD-7 - STANDARD DROP INLET CASTING
RW-1 - ASPHALT ROADWAY PAVEMENT PATCH
DETAIL
RW-2 - CONCRETE SIDEWALK REPLACEMENT
DETAIL
RW-3 - CONCRETE CURB AND GUTTER REPLACEMENT DETAILS
CS-5 - CONSTRUCTION ACCESS EXIT WASH
RACK
RW-4.1 - DRIVEWAY AND SIDEWALK DETAIL RW-4.2 - DRIVEWAY AND SIDEWALK DETAIL
NCDOT
GW-1 - ASPHALT GREENWAY TRAIL REPLACEMENT DETAIL
RW-5 - DRIVEWAY GRADES RW-6 - 26' ROADWAY REPLACEMENT RW-7 - 31' ROADWAY REPLACEMENT
RW-8 - 36' ROADWAY REPLACEMENT RW-9 - 41' ROADWAY REPLACEMENT