20140554 Ver 1_More Info Received_20140801

PLDPiedmont Ldnd Design, UP
8522 -204 Six Forks Road • Raleigh, NC 27615 • (919) 845 -7600 • Fax: [phone]
TRANSMITTAL
DATE July 30. 2014
TO NC DENR
DWR Webscape Unit
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
ATTENTION Danny Smith FAX NO.
REFERENCE Hinton Oaks Blvd. Extension DWR# 14 -0554 PAGES
COPIES DESCRIPTION
1 Copies of approved SMP and Const. Details ❑FOR YOUR REVIEW
(Site 3.0 & Site 6.0) [91 FOR YOUR COMMENT
0 FOR YOUR APPROVAL
❑ FOR YOUR USE
COMMENTS
Attached please find a copy of the approved Stormwater Management Plan for the
Referenced project. These plans are submitted per the requirements of your Approval
Letter dated June 17, 2014 (DWR# 14 -0554)
FROM Ron Hendricks
COPY
JOB CODE WSHOK
Civil Engineers • Landscape Architects • Land Planners

NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE TOWN OF KNIGHTDALE AND THE STATE OF NORTH CAROLINA STANDARDS
AND SPECIFICATIONS.
UNITED STATES OF AMERICA 2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1- 800 - 632 -4949)
LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
D.B. 14027, PG. 1886
LOT 1 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING
B.M. 2010, PG. 750 -751 UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS
PIN NO. 1744,07-47-2792 , PC. 75 751 PRIOR TO BEGINNING CONSTRUCTION.
/ 4. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR RELOCATING ALL UTILITIES IN
EXISTING ROW LINE TO CONFLICT WITH NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH UTILITY
COMPANIES PRIOR TO DISTURBANCE.
BE ABANDONED AND
NEW ROW RECORDED 5• WATER LINE SHALL BE 2' MINIMUM OFF EDGE OF CURB UNLESS SHOWN OTHERWISE.
\� >' NEW PUBLIC UTILITY EASEM-ENT 6. WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY MEASURED EDGE TO
- TO BE RECORDED WITHIN AREA
� OF EXISTING ROW THAT WIh .� EDGE FROM EXISTING OR PROPOSED SANITARY OR STORM SEWER UNLESS THE
ELEVATIONS OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE
BE REMOVED. THE TOP OF THE SEWER WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET.
i
MANHOLE ..
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' 00`x" i \ Jr'._ .:' ' '/ / T eRETAINiNG WALL DESIGN BY OTHERS
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-� �M _ � ^-DETAIL 4.13 ON SHEET 7.0
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WAKE STONE CORPORATIO
D. B. 12501, PG. 114
NEUSE RIPARIAN BUFFER TRACT 2
50' FROM TOP OF BANK
B M ` x.007, PG. 733 1338
12
CHARLES F. SILVER, JR.
(BOTH SIDES) L
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B.M. 2694, PG. 922 PI1V A�O. 1744.0 9 -0521
p
PIN NO. 1744.01 -47 -8080 '
HINTON OAKS BLVD. EXTENSlON
?R1, 285
STRUCTURE SCHEDULE
STRUCTURE
RIM
CB 2
269.06
CB 3
269.06
PIPE SCHEDULE
UPSTREAM
DOWNSTREAM
UPSTREAM
DOWNSTREAM SIZE
LENGTH
LENGTH
(FT)
STRUCTURE
STRUCTURE
INVERT
INVERT (IN)
(FT)
SLOPE
CB 3
CB 2
264.40
264.20; 15
27
0.74%
CB 2
FES 1
260.00T
259.00 15
79
1.27%
CULVERT SCHEDULE
UPSTREAM
STRUCTURE
DOWNSTREAM
STRUCTURE
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SIZE
(IN)
LENGTH
(FT)
SLOPE
NC +TES
HW 2
HW 1
254.90
254.40
72
75
0.67%
BARREL #3
HW 2
HW 1
254.90
254.40
72
75
0.67%
BARREL #2
HW 2
HW 1
253.80
253.30
72
75
0.67%
BARREL # 1 (LOV,',/ FLOW BARREL)
ENERGY DISSIPATER SCHEDULE
DOWNSTREAM
STRUCTURE
SIZE
(IN)
VELOCITY
(FPS)
RIP RAP TYPE
L X W X THK
HW 1
72
1 12.29
CL. 1 (D50 =12 ")
35' x 30' x 24"
PAVEMENT DESIGN
4.5" S -9.5 A R/W
12" A.B.C.
STREET TREE 3'
BEHIND SIDEWALK
STORM SEWER DESIGN DATA
FROM
10
SUB TOTAL
(ACRES)
TOTAL
(ACRES)
1-10 INTENSITY
(IN. /HR.)
RATIONAL
C
Q10 (INLET)
(CFS)
Q10 (TOTAL)
(CFS)
CB -3
CB -23
0.15
0.15
7.08
0.70
0.74
0.74
CB -2
FES -1
0.15
0.30
1 7.08
0.70
0.74
1.49
54' RIGHT OF WAY (AT 27' B -B SECTION)
VARIES
TRANSITIONS FROM 47' TO 27' ROADWAY
VARIES CL VARIES
\5 5' 3.5' 25 21' TO 11' 21' TO 11'
SIDEWALK r
i
1 /J"1F7 1 /4 " /FT 1/2"/FT 1 /4 " /FT 1/4"/FT
gyp, ,.... ;...,..:::..,..:
PAVEMENT DESIGN
4.5" S -9.5 A R/W
12" A.B.C.
SEWER OUTFALL
STREET TREE 3'
BEHIND SIDEWALK
2.5' 15' 5'
SIDEWALK
1 /2 " /FT It , /`I „ /FT 1 /
�- 30" CURB & GUTTER
(TYPICAL)
TYPICAL STREET SECTION - WITHOUT HANDRAIL
54' RIGHT OF WAY
27 ROADWAY
R/W
R/W
1' 1' 5' 2.5' 11' 11' 2.5' 5' 1' 1',
HAND- SIDEWALK SIDEWALK
RAIL -HAND-
1/4"/FT RAIL
1 /4 " /FT 1 /4 " /FT 1 /4 " /FT
�1/2 /FT q�
-30" CURB & GUTTER
(TYPICAL)
TYPICAL STREET SECTION - WITH HANDRAIL (OVER CULVERT)
1
SCOpF
8 +50 9 +00 9 +50 0 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00
9 +00
9 +50
10 +00
10 +50
11+00
1 ° TUCK
CITY OF RALEIGH
ALL Construction must be in accordance with all
Loccl'., State, and Federal rules and regulations
PUBLIC UTILITIES 33
TOWN CERTIFICATION. THIS DESIGN HAS BEEN REVIEWED BY THE ENGINEER FOR THE
TOWN OF KNIGHTDALE, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, IT
CONFORMS TO THE REQUIREMENTS` ESTABLISHED IN THE STANDARD SPECIFICATIONS OF
THE TO OF KNIGHTDALE.
BY: - - - - - - -- {69=7 - DATE:
IN
TOWN ENGINEER
THESE PLANS ARE APPROVED BY THE TOWN OF KNIGHTDALE AND SERVE AS
Cg TRUCTIQN ANS FOR """ IS PROJECT.
B _ ---- - - - = -- DATE:
ADMINIS OR
0777i
`'✓
11, 'y
EAI
Ga
1l1�1ty
ISSUED: 22 JAN 2014
REVISIONS:
Q 10 MARCH 2014
PER TOWN COMMENTS
DRAWN BY.
MSS
CHECKED BY:
RPH
PROJECT:
WSHOK
•
Ix
LLJ
00
1
t
0
z
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1"',_
ISSUED: 22 JAN 2014
REVISIONS:
Q 10 MARCH 2014
PER TOWN COMMENTS
DRAWN BY.
MSS
CHECKED BY:
RPH
PROJECT:
WSHOK
A A . .
DWG. NO.
SITE 3.0

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"TITLE OF PROJECT"
TEER OR
EER'S LTANTS SIGN HEIGHT
84" (7.0')
JOR MA XIMUM
TRACTORS
SUPPORT DEPTH
AS NECIESSARY
H L
* TOTAL SIGN AREA = 32 SF /SIDE (MAXIMUM)
REVISIONS
DATE DESCRIPTION
STD. NO
TOWN OF KNIGHTDALE PROJECT IDENTIFICATION SIGN
STANDARD DETAILS 1.01
1/2" RADIUS 6„ 2'_0"
3" RADIUS �1 /8" RADIUS
,Zn }
I r
2' -6" -�
STANDARD 2' -6" CURB AND GUTTER
1/2" RADIUS _6"_ i' -0" --
3" RADIUS
�1/8" RADIUS
12" }
1' -6" STANDARD CURB AND GUTTER
I6 1 -6 6"
` 3" RADIUS I� 3" RADIUS
.027 .037
12" 6" 12 "
- 6" 7„
JJ�03 7
(r 2, -0"
2' -0'
9' -0" STANDARD CURB &GUTTER
SI ORE FOR VARIAB F
SUPER ELEVATION RATES
REVISIONS
DATE DESCRIPTION
1 0' 3
STD. NC.
TOWN OF KNIGHTDALE CURB AND GUTTER
STANDARD DETAILS 4.O1
SEEDING SCHEDULE
MAXIMUM SLOPE 3:1
SEEDING PERIOD
SEEDING TYPE
APPLICATION RATE
(LBS /ACRE)
AUGUST 15 - NOVEMBER 01
TALL FESCUE
300
NOVEMBER 01 - MARCH 07
TALL FESCUE AND
300
ABRUZZI RYE
25
MARCH Oi -APRIL 1_ �
TALL FESCUE
300
_
APRIL 15 - JUNE 30
HULLED COMMON BERMUDAGRASS
25
JULY 01 - AUGUST 15
TALL FESCUE AND
120
"BROWNTOP MILLET OR
35
"SORGHUM -SUDAN HYBRIDS
30
_
SLOPES 2:1 TO 3:1
MARCH 01 - JUNE 01
SERICEA LESPEDEZA (SCARIFIED)
AND
50
MARCH 01 - APRIL 15
_
TALL FESCUE OR
120
MARCH 01 - JUNE 30
WEEPING LOVEGRASS OR
10
HULLED COMMON BERMUDAGRASS
25
JUNE 01 - SEPTEMBER 01
•TALL FESCUE AND
120
•BROWNTOP MILLET OR
35
'SORGHUM -SUDAN HYBRIDS
30
SEPTEMBER 01 -- MARCH 01
SERICEA LESPEDEZA (UNHULLED,
USCARIFIED) AND
70
TALL FESCUE OR
120
NOVEMBER 01 - MARCH 01
ABRUZZI RYE
Z
+ TO OPTIMUM SEASON - ACCORDING 0 FOR DESIRED PERMANENT
-TEMPORARY RESEED
HEIGHT BEFORE
OW OVER 12 IN H
COVER TO GROW VEGETATION. DO NOT ALLOW TEMPORARY
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. CONSULT CONSERVATION ENGINEER OR
SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES
FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
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 WTHIN 15 WORKING DAYS OR 90 CALENDAR DAYS.
GRADED SLOPES AND FILLS - WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, OR
COMPLETION OF ANY PHASE OF GRADING, WHICHEVER PERIOD IS SHORTER, SLOPES SHALL BE
PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR ST R UCTURES
SUFFICIENT TO RESTRAIN EROSION.
REVISIONS
DATE DESCRIPTION
STD. NO.
TOWN OF KNIGHTDALE SEEDING SCHEDULE
STANDARD DETAILS 2.01
1/8" RADIUS (TYPICAL)
JOINT SEALER- 1/8"
SURFACE OF GUTTER
J
JOINT FILLER
TRANSVERSE EXPANSION JOINT
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY
THE ENGINEER TO PREVENT UNCONTROLLED CRACKING,
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED
METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DE PTH OF 1-1/2- SHALL
BE OBTAINED.
3, ALL EXPANSION JOINTS SHALL BE SPACED AT 90 -FOOT INTERVALS, AND ADJACENT TO ALL RIGID
OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6, TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 1007 STANDARD
PROCTOR DENSITY.
REVISIONS
DATE DESCRIPTION
- 3of3
STD. NO.
TOWN OF KNIGHTDALE CURB AND GUTTER
STANDARD DETAILS 4.01
NOTES:
a' OC MAX -`1
DATE
PROPERTY MINIMUM 36" HORIZONTAL CLEARANCE
1. TOTAL DRAINAGE AREA FLOWING TO
6 H2
SILT FENCE MAY NOT EXCEED 1 ACRE.
PEN GE
LINE FROM ANY OBJECT.
SILT
AT PIPE OUTLETS OR IN AREAS OF
5" ST1?Z NOZZLE
FIRE HYDRANT, PUMPER NOZZLE TO
s
DITCHLINES, SWELLS ETC.)
1 PT(
TOWN OF KNIGHTDALE
GE
SED1M E sjp{2D. FLOW OF WATER
BE POINTED TOWARDS FIRE TRUCK ACCESS.
0,6
\
• .,
O
C
DRIP LINE.
ai
TO INCREASE STORAGE CAPACITY AND
TRAFFIC FLANGE BETWEEN
PROLONG THE LIFE OF THE SILT FENCE, IT
-- 5' MIN.
IS GENERALLY ADVISABLE TO DIG A
SEDIMENT PIT IN FRONT OF YOUR SILT
PLAN VIEW OF PROTECTIVE FENCING
FENCE WHENEVER POSSIBLE.
12" - 6" ABOVE GRADE
5 3' -6" AND GUTTER
12 GAUGE 4 "X4" OR 2 "X4" WELDED WIRE
12
HOOKED ONTO PREFORMED CHANNELS ON
J
METAL POSTS, OR FASTENED TO CEDAR OR
0
WOOD POSTS W/ NO. 8 STAPLES.
SIDEWALK
ULTRAVIOLET RESISTANT (BLACK) MIRIFl
CURB
PAVEMENT
FABRIC OR EQUIVALENT SECURED TO WIRE
A
W/ METAL CLIPS OR WIRE AT B" OFF
001
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CENTER.
Z
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GROUND LINE
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VALVE BOX
6" GATE VALVE
CONC. THRUST
6MAX
°
_i NOZZLES W/
o
°
COMPACTED BACKFILL
(TAMPED IN 6" LIFTS)
BLOCK
�1
ta"
:�T10NAL
ANDARD
DETAIL
jU 1
NATURAL GRADE
DO NOT ENTER
:. >.'
_ 4
`_-..:
z
-- --�"�-
;.
':'}READS
8' MAX.
TRENCH, COVER W/ SOIL & TAMP BACKFlLL
:• -:.•;:
1
CARRY 6" OF WIRE INTO TRENCH. '
METAL, CEDAR OR 4 "X4" TREATED WOOD
REVISIONS
POSTS AT 10' O.C. MAX.
CEDAR & WOOD POSTS SHOULD BE 3' DEEP MIN.
DATE DESCRIPTION
6" MIN. BRANCH PIPE
STD. NO.
TOWN OF KNIGHTDALE
MAIN
TEMPORARY SILT FENCE
2.03
STANDARD DETAILS
RESTRAINING GLANDS
RESTRAINING
•• RALEIGH CHAiu.FS TO
1' -3 "x V -3 "x 4" THICK GLANDS
NA'DONAL STANGRD THREADS
•• STONZ N077t1S ' FOR
7 CU. FT. CRUSHED
TOWNS STatEO.
STONE MIN.
UNDISTURBED EARTH.
11%6z
NOTES:
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H,
NOTES:
WATEROUS, CLOW. EAST JORDAN IRON WORKS, OR US PIPE.
1, RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED.
2, BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150 -96,
2. KNIGHTDALE, do ROLESVILLE PUBLIC HYDRANTS
3. 6" GATE VALVE SHALL BE AWWA C500 -86 OPEN LEFT.
SHALL BE PAINTED RED W /SILVER OPERATING NUTS.
4, FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION,
3, ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/
5. IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCEEDS 20FT, THEN THE
SILVER BONNETS AND OPERATING NUTS.
HYDRANT BRANCH SHALL BE RESTRAINED FOR THE ENTIRE LENGTH WITH A MECHANICAL
4, WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE
JOINT RETSTRAINING SYSTEM_
PAINTED SAFETY YELLOW W /SILVER CAPS AND OPERATING NUTS.
5. OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS LARGER THAN 12" SHALL
6. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW.
BE PAINTED BLACK,
^ RESTRAINING GLANDS IN LIEU OF RODDING
CITY OF RALEIGH:
DEPARTMENT OF PUBLIC ':JTILITIES
RALEIGH, KNIGHTDALE, ZEB11P >ON, GARNER
CITY OF RALEIGH _
WAKE FOREST, & RO_CSVILLE
ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK,
OR ANY OTHER WORK CHANGES THE GRADE OF
DEPARTMENT OF PUBLIC UTILITIES
STANDARD FIRE HYCRANT WITH
THE FIRE FOR THE WORKAISTRESPONSIBSLEE FOR ADJUSTING
STANDARD FIRE HYDRANT
THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE,
INSTALLATION DETAIL
W N
REVISIONS
DATE
REVISIJ =Hs
DATE
DWG. NO.
REVISIONS DATE
REVISIONS
PAP
DAT
2/C
A 1'
17-21-
W -4
ABB 4
-6 -04 1
W -5
I PH
3 -31 -00
1 DFIS
2 -18 -08
DHL 2
/14/08
NOTES:
a' OC MAX -`1
DATE
r
1. TOTAL DRAINAGE AREA FLOWING TO
6 H2
SILT FENCE MAY NOT EXCEED 1 ACRE.
PEN GE
2. SILT FENCES SHOULD NOT BE USED
SILT
AT PIPE OUTLETS OR IN AREAS OF
TOWN OF KNIGHTDALE
STANDARD DETAILS
CONCENTRATED FLOW (CREEKS,
s
DITCHLINES, SWELLS ETC.)
1 PT(
TOWN OF KNIGHTDALE
GE
SED1M E sjp{2D. FLOW OF WATER
4.04
0,6
\
• .,
O
C
DRIP LINE.
ai
TO INCREASE STORAGE CAPACITY AND
(TYP)
PROLONG THE LIFE OF THE SILT FENCE, IT
-- 5' MIN.
IS GENERALLY ADVISABLE TO DIG A
SEDIMENT PIT IN FRONT OF YOUR SILT
PLAN VIEW OF PROTECTIVE FENCING
FENCE WHENEVER POSSIBLE.
WHERE
12 GAUGE 4 "X4" OR 2 "X4" WELDED WIRE
12
HOOKED ONTO PREFORMED CHANNELS ON
J
METAL POSTS, OR FASTENED TO CEDAR OR
0
WOOD POSTS W/ NO. 8 STAPLES.
12"
ULTRAVIOLET RESISTANT (BLACK) MIRIFl
WOOD RAILS
FABRIC OR EQUIVALENT SECURED TO WIRE
A
W/ METAL CLIPS OR WIRE AT B" OFF
001
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CENTER.
Z
12
-
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MAX. SEDIMENT STORAGE LEVEL. REMOVE
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SEDIMENT WHEN THIS LEVEL IS REACHED OR
3 -0
6MAX
°
AS DIRECTED BY CONSERVATION INSPECTOR,
o
°
/ -SHEET DRAINAGE (ONLY)
a
ta"
WOOS FENCE
DETAIL
jU 1
NATURAL GRADE
DO NOT ENTER
)IIt11 I
WARNING SIGN DETAIL
z
-- --�"�-
;.
CARRY APPROX.12' 0 F FABRIC INTO
8' MAX.
TRENCH, COVER W/ SOIL & TAMP BACKFlLL
1
CARRY 6" OF WIRE INTO TRENCH. '
METAL, CEDAR OR 4 "X4" TREATED WOOD
REVISIONS
POSTS AT 10' O.C. MAX.
CEDAR & WOOD POSTS SHOULD BE 3' DEEP MIN.
DATE DESCRIPTION
STD. NO.
TOWN OF KNIGHTDALE
TEMPORARY SILT FENCE
2.03
STANDARD DETAILS
E:IiISTING 30" CURB AND GUTTER +
TOP OF CURB
GRASSED PLANTING STRIP 6' -0"
1
PROPOSED CONCRETE SIDEWALK 5' -0"
VARIES
RIGHT OF WAY UNE
PLAN MEW
PROPOSED
CONCRETE
PLANTING SIDEWALK
STRIP
EXISTING CURB 1 4" PER
AND GUTTER 1/2" PER ,FT-
6" SIDEWALK
/J
4" MIN. A.B.C. J COMPACTED SUBBASE
BACKFlLL
TYPICAL SECTION
SIDE ELEVATION M -M I
WHERE 42„ TO 54" PIPE IS USED
14F A B
E
PLAN
FACE OF GUTTER FLOW LINE
I-
12° 8" (TYP) gtm.�
I E H7
_T
B MEW PLAN V s" 0 T T D
Hl °- 8" (TYP)
D 6" SECTION' Y -Y
} 1. 'MORTAR JOINTS SHALL BE 1/2" THICK.
SEC7tON X -X 2. ALL CONCRETE SHALL BE 3000 P.S.I.
3, BASE SLABS SHALL BE FORMED PRIOR TO PLACING OF CONCRETE.
4. ;USETYPE "A" GRATE AT SAG POINTS, OTHERWISE USE TYPE "B" OR "C"
'FOR THE APPROPRIATE FLOW DIRECTION.
REVISIONS
5. SMASONRY UNITS MAY BE JUMBO BRICK, CONCRETE BRICK OR SOLID
DATE DESCRIPTION �CONCRETE BLOCK.
6. ALL WALLS GREATER THAN 6' IN DEPTH SHALL BE CONSTRUCTED 12" THICK
9 of 2
=5_05 TOWN OF KNIGHTDALE STANDARD CURB INLET STANDARD DETAILS
NOTES:
1. NCDOT # 5 OR #57 WASHED STONE SHALL BE USED. PAD
TO BE 501 X 20'W X 6" D AT A MINIMUM,
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED,
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH NECESSARY
STONE WILL BE ,
KEEP SOME HANDY.
5, ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD
MUST BE CLEANED UP IMMEDIATELY.
y1Py
DpO
F k(
6" MIN '.:P,.v�' 25 s
� k4
NCDOT #5 OR #57 WASHED STONE
FILTER FABRIC
NOTE:
APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
REVISIONS
DATE DESCRIPTION
STD. NO.
TOWN OF KNIGHTDALE TEMPORARY CONSTRUCTION ENTRANCE/EXIT
STANDARD DETAILS 2.04
r1
1/2" EXPANSION JOINT
PROPOSED
Old CURB & GUTTER
^ it ttttennn
4" "
. _ PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
1N CONCRETE SIDEWALK
SROQVE JOINT IN SIDEWALK
1/8" RADIUS
�1/8" TO 1/4"
P ct
4"
w NOTES:
� Y 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
I JOINT FILLER ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45'
1/2" --{ INTERVALS NOT TO EXCEED 50' AND MATCHING
EXPANSION /CONSTRUCTION JOINT IN ADJACENT CURB. A
TRANSVFR E E� XPANSION SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED
JOINT IN SIDEWALK WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL
BE A MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE
CENTRAL BUSINESS DISTRICT WALL BE DETERMINED BY
THE TOWN ENGINEER.
4. WIDTH OF SIDEWALKS ON NON - THOROUGHFARE STREETS
SHALL BE A MINIMUM OF 5' UNLESS OTHERWISE
SPECIFIED BY THE TOWN'S UNIFIED DEVELOPMENT
ORDINANCE.
5, SIDEWALK TO BE POURED TO END OF RADIUS AT
INTERSECTING STREETS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI
IN 28 DAYS
REVISIONS
NO
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET APART.
DATE
2. CONTROL JOINTS TO BE AT 5 FEET O.C.
REVISIONS
6 H2
DATE DESCRIPTION
3. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
EXISTING
4, SIDEWALK SUB BASE TO BE A MIXTURE OF 70 PERCENT 057 STONE AND
TOWN OF KNIGHTDALE
STANDARD DETAILS
ASTM C33 SAND OR EQUAL. 1 of 2
_
«.._..._..
STD. NO.
TOWN OF KNIGHTDALE
CONCRETE SIDEWALKS
4.04
STANDARD DETAILS
• .,
H1
SIDE ELEVATION M -M I
WHERE 42„ TO 54" PIPE IS USED
14F A B
E
PLAN
FACE OF GUTTER FLOW LINE
I-
12° 8" (TYP) gtm.�
I E H7
_T
B MEW PLAN V s" 0 T T D
Hl °- 8" (TYP)
D 6" SECTION' Y -Y
} 1. 'MORTAR JOINTS SHALL BE 1/2" THICK.
SEC7tON X -X 2. ALL CONCRETE SHALL BE 3000 P.S.I.
3, BASE SLABS SHALL BE FORMED PRIOR TO PLACING OF CONCRETE.
4. ;USETYPE "A" GRATE AT SAG POINTS, OTHERWISE USE TYPE "B" OR "C"
'FOR THE APPROPRIATE FLOW DIRECTION.
REVISIONS
5. SMASONRY UNITS MAY BE JUMBO BRICK, CONCRETE BRICK OR SOLID
DATE DESCRIPTION �CONCRETE BLOCK.
6. ALL WALLS GREATER THAN 6' IN DEPTH SHALL BE CONSTRUCTED 12" THICK
9 of 2
=5_05 TOWN OF KNIGHTDALE STANDARD CURB INLET STANDARD DETAILS
NOTES:
1. NCDOT # 5 OR #57 WASHED STONE SHALL BE USED. PAD
TO BE 501 X 20'W X 6" D AT A MINIMUM,
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED,
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH NECESSARY
STONE WILL BE ,
KEEP SOME HANDY.
5, ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD
MUST BE CLEANED UP IMMEDIATELY.
y1Py
DpO
F k(
6" MIN '.:P,.v�' 25 s
� k4
NCDOT #5 OR #57 WASHED STONE
FILTER FABRIC
NOTE:
APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
REVISIONS
DATE DESCRIPTION
STD. NO.
TOWN OF KNIGHTDALE TEMPORARY CONSTRUCTION ENTRANCE/EXIT
STANDARD DETAILS 2.04
r1
1/2" EXPANSION JOINT
PROPOSED
Old CURB & GUTTER
^ it ttttennn
4" "
. _ PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
1N CONCRETE SIDEWALK
SROQVE JOINT IN SIDEWALK
1/8" RADIUS
�1/8" TO 1/4"
P ct
4"
w NOTES:
� Y 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
I JOINT FILLER ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45'
1/2" --{ INTERVALS NOT TO EXCEED 50' AND MATCHING
EXPANSION /CONSTRUCTION JOINT IN ADJACENT CURB. A
TRANSVFR E E� XPANSION SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED
JOINT IN SIDEWALK WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL
BE A MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE
CENTRAL BUSINESS DISTRICT WALL BE DETERMINED BY
THE TOWN ENGINEER.
4. WIDTH OF SIDEWALKS ON NON - THOROUGHFARE STREETS
SHALL BE A MINIMUM OF 5' UNLESS OTHERWISE
SPECIFIED BY THE TOWN'S UNIFIED DEVELOPMENT
ORDINANCE.
5, SIDEWALK TO BE POURED TO END OF RADIUS AT
INTERSECTING STREETS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI
IN 28 DAYS
REVISIONS
1
DATE
12"
6 H2
DEAD TREES AND
EXISTING
SCRUB OR UNDER _`/
GROWTH SHALL BE
TOWN OF KNIGHTDALE
STANDARD DETAILS
CONCRETE SIDEWALKS
_
«.._..._..
C
5 -FT (TYP.) -"'J
UMIT OF
CANOPY,
DRIPLINE
ALLOWED UNDER - -s
E
• .,
H1
DRIP LINE.
- D
-8"
_...
(TYP)
6„
-- 5' MIN.
Y -
3
WARNING SIGN
ORANGE, UV RESISTANT. `
Es =7 HIGH- TENSILE STRENGTH,
PLAN VIEW OF PROTECTIVE FENCING
END FA FVATI0 J -J }
WHERE
30" TO 36" PIPE IS USED
12
J
0
se
12"
WOOD RAILS
E
A
12
001
-
<
.j
<
SIDE ELEVATION M -M I
WHERE 42„ TO 54" PIPE IS USED
14F A B
E
PLAN
FACE OF GUTTER FLOW LINE
I-
12° 8" (TYP) gtm.�
I E H7
_T
B MEW PLAN V s" 0 T T D
Hl °- 8" (TYP)
D 6" SECTION' Y -Y
} 1. 'MORTAR JOINTS SHALL BE 1/2" THICK.
SEC7tON X -X 2. ALL CONCRETE SHALL BE 3000 P.S.I.
3, BASE SLABS SHALL BE FORMED PRIOR TO PLACING OF CONCRETE.
4. ;USETYPE "A" GRATE AT SAG POINTS, OTHERWISE USE TYPE "B" OR "C"
'FOR THE APPROPRIATE FLOW DIRECTION.
REVISIONS
5. SMASONRY UNITS MAY BE JUMBO BRICK, CONCRETE BRICK OR SOLID
DATE DESCRIPTION �CONCRETE BLOCK.
6. ALL WALLS GREATER THAN 6' IN DEPTH SHALL BE CONSTRUCTED 12" THICK
9 of 2
=5_05 TOWN OF KNIGHTDALE STANDARD CURB INLET STANDARD DETAILS
NOTES:
1. NCDOT # 5 OR #57 WASHED STONE SHALL BE USED. PAD
TO BE 501 X 20'W X 6" D AT A MINIMUM,
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED,
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH NECESSARY
STONE WILL BE ,
KEEP SOME HANDY.
5, ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD
MUST BE CLEANED UP IMMEDIATELY.
y1Py
DpO
F k(
6" MIN '.:P,.v�' 25 s
� k4
NCDOT #5 OR #57 WASHED STONE
FILTER FABRIC
NOTE:
APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
REVISIONS
DATE DESCRIPTION
STD. NO.
TOWN OF KNIGHTDALE TEMPORARY CONSTRUCTION ENTRANCE/EXIT
STANDARD DETAILS 2.04
r1
1/2" EXPANSION JOINT
PROPOSED
Old CURB & GUTTER
^ it ttttennn
4" "
. _ PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
1N CONCRETE SIDEWALK
SROQVE JOINT IN SIDEWALK
1/8" RADIUS
�1/8" TO 1/4"
P ct
4"
w NOTES:
� Y 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
I JOINT FILLER ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45'
1/2" --{ INTERVALS NOT TO EXCEED 50' AND MATCHING
EXPANSION /CONSTRUCTION JOINT IN ADJACENT CURB. A
TRANSVFR E E� XPANSION SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED
JOINT IN SIDEWALK WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL
BE A MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE
CENTRAL BUSINESS DISTRICT WALL BE DETERMINED BY
THE TOWN ENGINEER.
4. WIDTH OF SIDEWALKS ON NON - THOROUGHFARE STREETS
SHALL BE A MINIMUM OF 5' UNLESS OTHERWISE
SPECIFIED BY THE TOWN'S UNIFIED DEVELOPMENT
ORDINANCE.
5, SIDEWALK TO BE POURED TO END OF RADIUS AT
INTERSECTING STREETS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI
IN 28 DAYS
REVISIONS
'
2 of
DATE
DESCRIPTION
4" WOOD RAILS
DEAD TREES AND
EXISTING
SCRUB OR UNDER _`/
GROWTH SHALL BE
TOWN OF KNIGHTDALE
STANDARD DETAILS
CONCRETE SIDEWALKS
STD. NO.
4.04
1/2 DIAMETER OF PIPE
OR 12" WHICHEVER IS
GREATER
FILTER FABRIC - .,,
CAPACITY OF PIPE CULVERTS -
TOGETHER = BANK FULL FLOW
COARSE AGGREGATE
6" DEEP
1 I(I II
Lt �-
-i 1(-
ELEVATION
COARSE AGGREGATE
O,oO o °o °00
0 0 0 0.
O O O p0 O O°
00 O0 CIO
.• o O
O O o O.<
O
00 O °O. .00 ° O O
0 Oo OD 00 O 00 (
0'O O O 0 O
C2 O0'. 0 000 C
0• 0 0° O e. 0
�,
f--- 25--
MINIMUM
TOP OF BANK
CURB INLET
CONCRETE BLOCK CURB & GUTTER
WIRE SCR EEN GRAVEL FILTER
OVERFLOW FILTERED WATER
RUNOFF WATER
W/ SEDIMENT �f
:31
ni`ty)f UC 1� Tt
SEDIMENT -��7�'i#°Fai>:.;�t_.- 11;j�- rz '-
WIRE SCREEN
2"x4" WOOD STUD > `-CURB INLET
a A \�L CURB INLET SEDIMENT FILTER
SPECIFIC APPLICATION:
THIS METHOD OF INL ET PROTECTION I S APPLICABLE
INLETS AT CURB I TS WHERE AN OVERFLOW CAPABILITY
IS NECESSARY TO PREVENT EXCESSIVE PONDIN G IN
FRONT OF THE STRUCTURE.
MAINTENANCE°
1. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS
N
MADE AS NEEDED.
2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS
ACCUMULATED TO 1 2
SEDIMENT HAS /
ORIGINAL DIMENSIONS WHEN THE SE
THE DESIGN DEPTH OF THE TRAP.
REVISIONS 3. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN
SUCH A MANNER THAT IT WILL NOT ERODE,
DATE DESCRIPTION
4. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE
REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
STD. NO
TOWN OF KNIGHTDALE CURB INLET SEDIMENT FILTER
STANDARD DETAILS 1 108
I
NOTES:
1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH
MUST BE ALLOWED FOR COMPACTION OF FILL MATERIAL, BACKFILLING OF
TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID.
THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED
6 ". UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN
UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. COMPACTION
REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS
ONLY. EACH AND EVERY LAYER OF BACKFlLL SHALL BE PLACED LOOSE AND
THOROUGHLY COMPACTED INTO PLACE,
2. ALL BACKFlLL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF
AT LEAST 957 OF THE STANDARD PROCTOR MAXIMUM DENSITY.
3. THE FINAL 24" OF BACKFlLL MATERIAL SHALL BE COMPACTED TO 1007 OF
THE STANDARD PROCTOR MAXIMUM DENSITY.
4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
5. BACKFlLL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFlLL
MATERIAL.
O
T
OUTSIDE DIAMETER III
51 b
(^_
^..I VARIES tTJ
(15" MIN)
24" 24"
PIPE SHALL BE PLACED
ON SUITABLE MATERIAL
REVISIONS
DATE I SCRIPTION
STD, NO
TOWN OF KNIGHTDALE TRENCH FOR
STANDARD DETAILS STORM DRAIN PIPES 5.02
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
PLAN
STANDARD TEMPORARY STREAM CROSSING
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
))
0.00 0
p
O 'CaOo' O o °
P °O O0 ' O 0 0oQ0 °O
00000 O
0°.0 O 000 0 0O
0 0, 0 00 O 0... 0
O °00000
0 0 O O• 0 00.
7 ® 0 00 000
>O o 0 O QO °p' o O
-25'-
MINIMUM
TOP OF BANK
TOP OF
MUST BE
ABOVE T
THE WM
MIN. 10 GA.
LINE WIRES
GRADE
it>
VARIABLE AS DIRECTED
BY THE ENGINEER 1
2 "x4" WOOD POSTS.
_
4" WOOD RAILS
DEAD TREES AND
EXISTING
SCRUB OR UNDER _`/
GROWTH SHALL BE
�- -�
PLANT CANOPY r-
DRIP LINE
PLANT
CUT FLUSH WITH -
ADJACENT GRADE.
NO GRUBBING
r
5 -FT (TYP.) -"'J
UMIT OF
CANOPY,
DRIPLINE
ALLOWED UNDER - -s
• .,
DRIP LINE.
-- 5' MIN.
Y -
3
WARNING SIGN
ORANGE, UV RESISTANT. `
Es =7 HIGH- TENSILE STRENGTH,
PLAN VIEW OF PROTECTIVE FENCING
-
12
1 "x4" HORIZ. AROUND SINGLE TREE- EXPAND AS NECESSARY
0
se
12"
WOOD RAILS
<
z
12
001
40"
<
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Z
12
-
(
•
�.sav+.
-,t m:�;, L�{,SddFi&a:N:.�.A
zHf -
w
C)
3 -0
6MAX
TREE PROTECTION AREA
I
a
ta"
WOOS FENCE
DETAIL
`
'
DO NOT ENTER
.?=
WARNING SIGN DETAIL
-- --�"�-
PLANT CANOPY
8' MAX.
f DRIP LINE
MIN. 10 GA.
LINE WIRES
GRADE
it>
VARIABLE AS DIRECTED
BY THE ENGINEER 1
•
• .,
Y -
3
WARNING SIGN
ORANGE, UV RESISTANT. `
Es =7 HIGH- TENSILE STRENGTH,
6' STEEL T POST
(FACTORY PAINTED) _
MIN. 12 -1/2 ORANGE, UV RESISTANT,
GA. WIRES HIGH - TENSILE STRENGTH,
POLY BARRICADE FABRIC
(TYPICAL)
EXISTING
PLANT
LIMIT OF
_ CANOPY
DRIPLINE
POLY BARRICADE FABRIC
(TYPICAL)
I
PERFORATFGi PLASTIC F N D TAI PLAN VIEW OF PROTECTIVE FENCING
AROUND SINGLE TREE- EXPAND AS NECESSARY
NOTES:
1. REMOVE ALL BARRIEFS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW LOCATIONS OF ALL TREE PROTECTION FENCES.
3. ALL PLANTS TO BE SAVED SHALL BE PROTECTED BY FENCING AS SHOWN IN THIS DETAIL.
4. CONTRACTOR SHALL INSTALL FENCING PRIOR TO BEGINNING ANY CONSTRUCTION OR GRADING ACTIVITY.
5. CONTRACTOR SHALL CALL FOR INSPECTION AND APPROVAL OF PROTECTIVE
REVISIONS FENCING PRIOR TO BEGINNING ANY CONSTRUCTION OR GRADING.
DATE DESCRIPTION 6. PROTECTIVE FENCING SHALL BE LOCATED 5' OUTSIDE DRIPLINE OF TREES AND
1' MINIMUM OUTSIDE SHRUBS OR OTHER PLANTS.
STD. NO.
TOWN OF KNIGHTDA E PLANT PROTECTIVE FENCING
STANDARD DETALS 2.10
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.) REMOVE ALL !LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.) APPLY AGRIC: LTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY J Nb MIX WITH SOIL (SEE BELOW *).
5.) CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER
SEED LIGHTL`' WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.
IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
ORIGINAL LII,(E, FERTILIZER AND SEEDING RATES.
9.) CONSULT CCNSERVATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
ACRE IN CLAY SOILS)
FERTILIZER - 1,000 lbs. / ACRE - 10 -10 -10
SUPERPHOSPHATE- 500 lbs. / ACRE -20% ANALYSIS
MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION 0 300 GALS./ ACRE
STEEL FENCE POST
STEEL FENCE POST SET AJAX 2' APART
AIN. 18" INTO
WRE FENCE GROEIND
HARDWARE Q07H
FILTER OF 157
WASHED STONE _ 01T FILTER r
}' F41ER FABRC
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
TOWN CERTIFICATION. THIS DESIG1�1. HAS BEEN REVIEWED BY THE ENGINEER FOR THE
TOWN OF KNIGHTDALE, AND TO THIE BEST OF MY KNOWLEDGE AND BELIEF, IT
CONFORMS TO THE REQUIREMENTS ESTABLISHED IN THE STANDARD SPECIFICATIONS OF
THE TO OF KNIGHTDALE.
-- -- - - -- DATE:
TOWN ENGINEER
THES PLANS ARE APPROVED BY 'THE TOWN OF KNIGHTDALE AND SERVE AS
CO T UCTION MANS FOR THIS PROJECT.
B - - - - - -- DATE: --
DMINIST TOR
PIEDMONT LAND DLSIGNILLP
8522 -204 SIX FORKS ROAD
RALEIGH, NORTH CAROLINA 27615
919.845.7600 PHONE
919.845.7703 FAX
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ISSUED: 22 JAN 2014
REVISIONS:
1� 10 MARCH 2014
PER TOWN COMMENTS
DRAWN BY: MLS
CHECKED BY: RPH
PROJECT: WSHOK
DWG. NO. SITE e
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ISSUED: 22 JAN 2014
REVISIONS:
1� 10 MARCH 2014
PER TOWN COMMENTS
DRAWN BY: MLS
CHECKED BY: RPH
PROJECT: WSHOK
DWG. NO. SITE e