20170025 Ver 1_Stormwater Approval_20170208

GATEHOUSE SELF -STORAGE
CONSTRUCTION DRAWINGS
2016 -31 -SP
12984 US 70 BUS. HWY. WEST
CLAYTON, NC 27520
JOHNSTON COUNTY, NORTH CAROLINA
DEVELOPER
GATEHOUSE DEVELOPMENT, LLC
ROBERT E. STEPHENSON, JR.
5540 YATES MILL POND ROAD
RALEIGH, NC. 27606
[phone]
[e-mail]
CONDITIONS OF APPROVAL (2016 -31 -SP):
1. This development is also subject to the Conditions of Approval from the approved
Conditional Use Permit (2016 -32 -CUP).
2. Following board approvals, three copies of the plans, meeting the Conditions of Approval,
shall be submitted to the Planning Department for final approval. These plans must meet the
Conditions of Approval approved as part of the associated conditional use permit
(2016 -32 -CUP).
3. All Conditions of Approval related to this plan shall be recorded on the cover sheet of the
revised plans prior to their submission to the Planning Department.
4. The development of the site is limited to the site design and uses approved by the Planning
Board. Modifications to the approved site plan shall require review and approval in accordance
with the UDC.
5. All roof mounted and ground mechanical equipment shall be completely screened from
view.
6. A Zoning Compliance Permit shall be required prior to issuance of any building permits.
7. Utility construction plans shall be approved by the Public Works Department prior to
issuance of building permits.
8. All signage shall require a sign permit from the Planning Department, and shall meet
standards of the UDC.
9. A site/landscape inspection by the Planning Department shall be required prior to
issuance of a Certificate of Occupancy. All site improvements shall be installed prior to the site
inspection.
10. A decorative fence shall be provided, in place of the proposed black vinyl coated chain
link fence, along the eastern property line adjacent to the Waffle House and Grand Plaza
shopping center.
CONDITIONS FOR CONDITIONAL USE PERMIT (2016 -32 -CUP):
1. If approved by the Planning Board, a final site plan meeting the Conditions of Approval
shall be submitted to the Planning Department for final approval.
2. The Conditions of Approval for both the Conditional Use Permit and the Major Site Plan (if
applicable) shall be recorded in the final site plan.
3. Off-site visibility of loading areas and/or storage bay doors (on the interior of the building)
shall be completely screened from public rights-of-way except for one column of
windows on each side of one corner tower of the building. All other windows shall not
allow visibility of interior bay doors and loading areas, and shall either be tinted and/or
mirror glazed, which includes screening visibility of these areas at night.
4. Prior to issuance of a Certificate of Occupancy, a successful site and landscaping
inspection shall be obtained from the Planning Department.
GENERAL CONTRACTOR
IMPERIAL DESIGN BUILDERS, INC.
JOHN AUTON III
106 N. JOHNSON ST., STE. 114
FUQUAY-VARINA, NC 27526
[phone]
[e-mail]
ARCHITECT
AKAI
TIM KURMASKIE, AIA
1030 WASHINGTON ST.
RALEIGH, NC 27605
[phone]
[e-mail]
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CIVIL ENGINEER
CAROLINA LAND DEV. GROUP, INC.
PATRICK BARBEAU, P.E.
1000 NORTONBRIDGE RD.
RALEIGH, NC 27603
[phone]
[e-mail]
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ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: spencer.terry@carol inalanddevelopment.com Phone: [phone]
COVER
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DRAWN BY: PBARBEAU CHECKED BY: STERRY
CAROLINA LAND DEVELOPMENT
TOWN OF CLAYTON PROJECT #:
12016 -31 -SP
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SHEET INDEX
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REVISED STORMWATER
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ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: spencer.terry@carol inalanddevelopment.com Phone: [phone]
COVER
SHEET
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DRAWN BY: PBARBEAU CHECKED BY: STERRY
CAROLINA LAND DEVELOPMENT
TOWN OF CLAYTON PROJECT #:
12016 -31 -SP
SHEET INDEX
FEBRUARY 1, 2016
C0.0
COVER
PROJECT SUBMITTAL
AUGUST 9, 2016
C1.0
EXISTING CONDITIONS & DEMO. PLAN
REVISED SITE PLAN
C2.0
SITE PLAN
OCTO2, 2016
REVIISEDRRETAINING WALLS
C3.0
GRADING AND STORMWATER PLAN
DECEMBER 21, 2016
REVISED STORMWATER
C3.1
STORMWATER FACILITY DETAILS
C4.0
EROSION CONTROL PLAN PH 1
•
C4.1
EROSION CONTROL PLAN PH 2
,
C5.0
UTILITY PLAN
C6.0
LANDSCAPE PLAN
C7.0
SITE DETAILS
C7.1
SITE DETAILS
C7.2
UTILITY DETAILS
C7.3
STORM DRAINAGE DETAILS
C7.4 EROSION CONTROL DETAILS
DATE: DEC. 7, 2016
ISSUED FOR: PERMITTING
CONSTRUCTION
PLAN
ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: spencer.terry@carol inalanddevelopment.com Phone: [phone]
COVER
SHEET
C 0.0
DRAWN BY: PBARBEAU CHECKED BY: STERRY
CAROLINA LAND DEVELOPMENT

GENERAL NOTES
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1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
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ACCORDANCE WITH THE TOWN OF CLAYTON AND JOHNSTON
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COUNTY STANDARDS AND SPECIFICATIONS.
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LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING
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TOWN OF CLAYTON PROJECT #:
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ELECTRIC LINES CONFORM TO MINIMUM �� v 3�9
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CLEARANCE REQUIRMENTS
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CAROLINA LAND DEVELOPMENT

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Pin: 164900-57-5937
GENERAL NOTES
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(AGRI. TESTING)
1. ALL MATERIALS AND METHODS
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COUNTY STANDARDS AND SPECIFICATIONS.
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DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING
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SURVEYED STORMWATER ACCESS AND p SPACES USE
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31,500 S.F. FOOTPRINT
94,500 S.F. (TOTAL)
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LOADING
1. DEVELOPMENT NAME:
GATEHOUSE SELF -STORAGE
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3 STORIES (45 HT.)
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2. STREET ADDRESS:
12984 US 70 BUS. HWY. WEST
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/ ��,Q LIGHT DUTY ASPHALT
CLAYTON, NORTH CAROLINA 27520
.
,
694 STORAGE UNITS
ALL 18 WIDE PARKING /
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�/ AREAS ONLY NO OFFSITE WORK (DEMOLITION OR
32' / IMPROVEMENTS) SHALL TAKE PLACE
3. INSIDE TOWN LIMITS:
YES
12
FLUSH CURB FROM DOUBLE DOOR
ENTRANCE TO CROSS WALK
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4. NC P.I.N.:
164900-87-7925
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(FIRST FLOOR LOADING AREA)
/ � CROSSACCESS AGREEMENT.
5. TAG NUMBER:
05G01199X
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6. TOTAL SITE AREA:
3.106 ACRES (135,297 SQ FT)
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7. NUMBER OF PHASES
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/ Pin: 164900-87-9890
8. ZONING DISTRICT:
EXISTING ZONING:
B-3
3 x
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PROPOSED ZONING:
B-3 (CONDITIONAL USE)
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(TYP TEMPORARY CURRENT USE /
COMMERCIAL
CONSTRUCTION (COMMERCIAL)
9. OVERLAY DISTRICT:
THOROUGHFARE OVERLAY DISTRICT
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10. WATER DISTRICT:
CLAYTON
11. 2040 LAND USE MAP:
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DESIGNATED USE:
EXISTING USE:
COMMUNITY CENTER
VACANT
Town OF CLAYTON PROJECT#:
PROPOSED USE:
STORAGE FACILITY
2016 -31 -SP
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12. REQUIRED SETBACKS:
EX 16" DIP'��
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STREETYARD:
30'
FEBRUARY 1, 2016
PROJECT SUBMITTAL
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FRONT SIDE:
25'
REAR SIDE:
SIDE SETBACK:
30'
15'
AUGUST 9, 2016
REVISED SITE PLAN
RETAINING WALL
(ACCESSANOCTOBER
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13. BUILDING SUMMARY:
20, 2016
REVISED RETAINING WALLS
(DESIGN BY OTHERS)
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EXISTING DENSITY:
VACANT
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PROPOSED DENSITY:
EXISTING INTENSITY:
1 STORAGE BUILDING
VACANT
DECEMBER 21, 2016
REVISED STORMWATER
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PROPOSED INTENSITY:
94,500 SF COMMERCIAL STORAGE
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FLOOR AREA RATIO:
BUILDING HEIGHT:
0.78
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BUILDING SPRINKLER:
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BUILDING COVERAGE:
PERVIOUS SURFACE:
IMPERVIOUS SURFACE:
31,500 SF 23/
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1.66 AC/ 69,521 SQ. FT. (53%)
1.45 AC/ 65,776 SQ. FT. (47%)
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15. PARKING SUMMARY:
REQUIRED:
7 SPACES FOR 694 STORAGE UNITS
(1 SPACE/ 100 STORAGE UNITS)
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2 SPACES FOR 600 SF OFFICE
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16. 100 YEAR FLOODPLAIN:
NO; MAP # 3720164900J (MAY 2, 2006)
DATE: DEC. 7, 2016
ISSUED FOR: PERMITTING
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TI 4" YELLOW DOUBLE CENTER
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TT 8" YELLOW DIAGONAL
TP 8" WHITE GORELINE
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SITE
T1 16" WHITE LINE, RAILROAD CROSSBAR
T2 24" WHITE STOPBAR
T3 24" WHITE CROSSWALK LINE (HIGH VISIBILITY)
LAYOUT
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ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: [e-mail] Phone: [phone]
CAROLINA LAND DEVELOPMENT

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3 87056'29' E 819 13'
mvX30' REAR�FTBACK
�- TC
_331.15'
TW
330.90'
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324.35'
\ FES200
\ VELOCITY DISSIPATOR
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TW
330.90'
324.00'
TW
331.00
B 6.34'
TW
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STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
CB100
331.15
4.25'
CATCH BASIN
CB101
330.75
6.22'
CATCH BASIN
CB102
330.75
6.18'
CATCH BASIN
FES200
325.59
1.94'
FLARED END SECTION
MH2O1
329.50
9.37'
JUNCTION BOX
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
1
24"
CB100 -
326.90
326.50
0.55%
72.68 LF
Concrete Pipe
2
24"
CB101 - CB100
327.10
327.00
0.60%
16.56 LF
Concrete Pipe
3
24"
CB102 - CB101
327.25
327.20
0.98%
5.13 LF
Concrete Pipe
4
15"
MH2O1 - FES200
324.00
323.65
1.01%
34.62 LF
Concrete Pipe
5
15"
- MH2O1
325.60
324.10
1.03%
145.80 LF
Concrete Pipe
CULVERT
18"
-
330.47
329.67
1.29%
61.93 LF
18" RCP
Underdrain 1
4"
-
325.60
325.72
-0.50%
23.00 LF
PVC Pipe
Underdrain 2
4"
-
325.60
325.72
-0.50%
23.00 LF
PVC Pipe
NC Department of Agriculture
Central Crops Research Station
Pin: 164900-57-5937
Zoning: B-3
CURRENT USE
(AGRI. TESTING)
TC
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34
TC
345.93'
346.02'
I
s✓ 345.46'
I I
344.54' 345.56'
a°' TC
34 34
5.50'
/ TC 344.07' I
343.83'
337.41`\ TC TC Mohamed & Sons Inc.
342.50' 343,29' Pin: 164900-98-4001
�Zoning: B-3
TC CURRENT USE
337.41' \ (COMMERCIAL)
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WH Capital, LLC /
Pin: 164900-87-9890 /
Zoning: B-3
CURRENT USE /
(COMMERCIAL)
�EP 335
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\ \ 337.88' 338
\ \ EP _/
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338.74
004
339
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339.45'
34
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ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: [e-mail] Phone: [phone]
GRADING NOTES
1. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES,
VALVE BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED
TO MATCH FINISHED GRADE.
2. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE
PERFORMED BY THE OWNER'S INDEPENDENT TESTING LABORATORY.
3. ALL SPOT ELEVATIONS INDICATED ARE AT BACK OF CURB UNLESS
NOTED OTHERWISE.
4. SITE IS NOT WITHIN A 100 YEAR FLOOD PLAIN PER FIRM MAP
3720171000J DATED MAY 2, 2006.
5. ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).
6. A PRE -CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO
ANY WORK, GRADING OR INSTALLATION OF EROSION CONTROL
MEASURES.
7. THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALL
UNDERGROUND UTILITIES.
8. ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY
AISLES ARE TO HAVE NO MORE THAN A 1:50 (2.0%) SLOPE IN ALL
DIRECTIONS.
9. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE
FOR THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50
(2.0%) SLOPE FOR THE WIDTH OF THE SIDEWALK.
10. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE
SLOPE REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY
TO CONTACT THE OWNER PRIOR TO POURING ANY CONCRETE SO
THAT A SOLUTION CAN BE FOUND.
11. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR
BREAK POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL
NECESSARY SPOT ELEVATIONS ARE SHOWN. DUE TO SPACE
LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTS NOT LABELED
THAT SHOULD BE TAKING INTO CONSIDERATION. THE CONTRACTOR
SHALL REVIEW THE GRADING PLAN IN DETAIL AND SHALL ENSURE
THAT ALL CRITICAL GRADE POINTS ARE STAKED AND FOLLOWED TO
PROVIDE POSITIVE DRAINAGE.
12. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER
PROTECTION AFTER STOPPAGE OF WORK EACH DAY (SEE DETAIL
SHEET).
13. EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL
REMAIN UNDISTURBED UNLESS NOTED OTHERWISE.
14. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO
REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR
CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR USING A
LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO
THE OWNER.
15. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES
IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND
OFF-SITE.
16. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION
CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED
BY THE EROSION CONTROL INSPECTOR OR THE ARCHITECT.
17. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL
APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE
AREAS.
18. ALL CATCH BASINS MUST BE MARKED "DUMP NO WASTE DRAINS TO
STREAM" OR EQUIVALENT.
GENERAL NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE TOWN OF CLAYTON AND JOHNSTON
COUNTY STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811)
LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL
EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY
DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING
CONSTRUCTION.
4. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS.
5. ALL BOUNDARY, TOPOGRAPHY AND EXISTING SITE DATA FROM
SURVEY CONDUCTED BY BYRD SURVEYING & BRL ENGINEERING
DATED 01/28/2016.
6. ALL MECHANICAL EQUIPMENT WILL BE SCREENED ENTIRELY FROM
VIEW.
7. OWNERSHIP AND MAINTENANCE FOR PERMANENT STORM WATER
FACILITIES TO BE IN ACCORDANCE WITH JOHNSTON COUNTY AND
TOWN OF CLAYTON.
SCALE 1"=30'
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TOWN OF CLAYTON PROJECT #:
2016 -31 -SP
FEBRUARY 1, 2016
PROJECT SUBMITTAL
AUGUST 9, 2016
REVISED SITE PLAN
OCTOBER 20, 2016
REVISED RETAINING WALLS
DECEMBER 21, 2016
REVISED STORMWATER
FEBRUARY 1, 2017
REVISED UTILITY PLAN PER
TOWN OF CLAYTON
DATE: DEC. 7, 2016
ISSUED FOR: PERMITTING
CONSTRUCTION
PLAN
GRADING &
STORMWATER
PLAN
C 3.0
DRAWN BY: PBARBEAU CHECKED BY: STERRY
CAROLINA LAND DEVELOPMENT
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TOWN OF CLAYTON PROJECT #:
2016 -31 -SP
FEBRUARY 1, 2016
PROJECT SUBMITTAL
AUGUST 9, 2016
REVISED SITE PLAN
OCTOBER 20, 2016
REVISED RETAINING WALLS
DECEMBER 21, 2016
REVISED STORMWATER
FEBRUARY 1, 2017
REVISED UTILITY PLAN PER
TOWN OF CLAYTON
DATE: DEC. 7, 2016
ISSUED FOR: PERMITTING
CONSTRUCTION
PLAN
GRADING &
STORMWATER
PLAN
C 3.0
DRAWN BY: PBARBEAU CHECKED BY: STERRY
CAROLINA LAND DEVELOPMENT

12"
12"
51" MIN.
E
15" CONCRETE CRADLE DETAIL
N.T.S.
ENDWALL PER NCDOT STD. 838.80
MODIFIED TO ACCOMODATE 4" WEEPHOLES (SEE DETAIL)
NOTE: 4" WEEPHOLES TO BE PROVIDED WITH VARMINT
GUARD ON DOWNSTREAM SIDE AND GALVANIZED
HARDWARE CLOTH ON UPSTREAM SIDE
(%4' MAXIMUM OPENINGS
)WALL PER
)OT STD. 838.80
DETAIL)
3" CLEARANCE TO
OUTSIDE OF #4 REBAR)
1 4.0'
3" CLEARANCE TO
OUTSIDE OF
#4 REBAR)
3" CLEARANCE TO
OUTSIDE OF #4 REBAR)
3" ANCHOR DEPTH
PRECAST 1
STRUCTURE WALL
#4 REBAR ANCHORS.IT
° d °° CONTRACTOR SHALL DRILL
d INTO PRECAST STRUCTURE
WALL AND SET ANCHORS
USING EPDXY GROUT
3.625'
DEPTH
3000 PSI
CONCRETE
COLLAR
15"015"0
4.375' O
d O-RING RCP -RING RCP
5.5" (CENTER
TO CENTER)
CONCRETE LZ IL
1.0'
ANCHOR
DEPTH
ANTI -FLOTATION
BLOCK4 1
° d 12"
° d ° ANCHOR
° DEPTH
4" 4" 3" (CLEARANCE
(CENTER TO (CENTER TO TO OUTSIDE
CENTER) 3 8 CENTER)
(CENTER TO CENTER) #4 REBAR)
NOTES: FRONT VIEW SIDE VIEW
1. ALL REBAR TO BE #4 REBAR. -I C f'X f-%!'lAI!'%E)CTC !'%r \I I A o r%CTA I I
7.5'
18" O.D. O-RING RCP
ENDWALL PER
NCDOT STD. 838.80
(SEE DETAIL)
3.0' 3.0'
N.T.S.
67 WASHED STONE
.ASED IN NON -WOVEN
)TEXTILE FABRIC (MIRAFI
V OR EQUIVALENT)
Egli
1"0 WEEPHOLES ON EACH SIDE OF
a®
°
T (INCHES)
4' WIDE WEIR4.0'
° d
INV = 330.00'
°
ed ° e e
d
e 9
° d
15
SHALL BE PERFORATED THROUGH
N a
U O
N
C
<
�
°
fHE SPILLWAY FILTER AND SOLID
O
p p p o p
o p 1
m
° ° d
3UTSIDE THE SPILLWAY FILTER AND
°
°°
N
e
EL. = 329.34
SAPPED ON THE UPSTREAM END.
d
d
D�
e ° ° e
NO. 67 WASHED STONE ENCASED IN
EL. = 325.60
°
EL. = 327.98
d
NON -WOVEN GEOTEXTILE FABRIC
a
(MIRAFIN EQUIVALENT).
d
NON -WOVEN GEOTEXTILE FABRIC
ANTI -FLOTATION
BLOCK4 1
° d 12"
° d ° ANCHOR
° DEPTH
4" 4" 3" (CLEARANCE
(CENTER TO (CENTER TO TO OUTSIDE
CENTER) 3 8 CENTER)
(CENTER TO CENTER) #4 REBAR)
NOTES: FRONT VIEW SIDE VIEW
1. ALL REBAR TO BE #4 REBAR. -I C f'X f-%!'lAI!'%E)CTC !'%r \I I A o r%CTA I I
7.5'
18" O.D. O-RING RCP
ENDWALL PER
NCDOT STD. 838.80
(SEE DETAIL)
3.0' 3.0'
N.T.S.
67 WASHED STONE
.ASED IN NON -WOVEN
)TEXTILE FABRIC (MIRAFI
V OR EQUIVALENT)
Egli
1"0 WEEPHOLES ON EACH SIDE OF
a®
W (FEET)
T (INCHES)
4' WIDE WEIR4.0'
SPILLWAY. 4"0 WEEPHOLE PIPES
INV = 330.00'
d
e 9
° d
15
SHALL BE PERFORATED THROUGH
N a
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N
C
<
�
°
fHE SPILLWAY FILTER AND SOLID
O
p p p o p
o p 1
m
EL. = 329.76 INV = 328.00'
3UTSIDE THE SPILLWAY FILTER AND
18" RCP
N
e
EL. = 329.34
SAPPED ON THE UPSTREAM END.
D�
1 -YEAR STORM THICKNESS (TYP.
NO. 67 WASHED STONE ENCASED IN
EL. = 325.60
°
EL. = 327.98
15"0 0 -RING RCP
NON -WOVEN GEOTEXTILE FABRIC
(MIRAFIN EQUIVALENT).
d
NON -WOVEN GEOTEXTILE FABRIC
NO. 67 WASHED STONE
4"0 WEEPHOLES ON EACH SIDE OF SPILLWAY -INVERTS
OVERLAP TO BE A MINIMUM 2' IN THE
ENCASED IN NON -WOVEN
OF 4"0 WEEPHOLES TO BE PLACED =2" ABOVE INVERT
DOWNSTREAM DIRECTION.
GEOTEXTILE FABRIC (MIRAFI
OF 24" RCP. 4"0 WEEPHOLE PIPES SHALL BE
180N OR EQUIVALENT)
PERFORATED THROUGH THE SPILLWAY FILTER AND
FILTER
SEDIMENT
SOLID OUTSIDE THE SPILLWAY FILTER.
RCP OUTLET BARREL SPILLWAY FILTER DETAIL
if
PLACE FILTER FABRIC
BETWEEN SAND AND
STONE
3/8" 0 PERFORATIONS
6" ON CENTER
4 ROWS PER PIPE (MIN)
(2) 4" PERFORATED PVC PIPES
(SDR 35 SMOOTH WALLED)
SPACED 10' APART
25 LF@0.5%
12" #57 WASHED
COARSE
MANSORY SAND
6" WASHED
#57 STONE
N.T.S.
UNDERGROUND VAULT WILL BE
WRAPPED IN WATERPROOF
MEMBRANE PER MANUFATURER'S
SPECIFICATIONS
° a
°
a®
W (FEET)
T (INCHES)
4' WIDE WEIR4.0'
WEIR WALL
INV = 330.00'
d
e 9
° d
15
EL. = 329.6
N a
U O
N
C
<
�
°
o
Ln
o
m
EL. = 329.76 INV = 328.00'
10 -YEAR STORM
U
18" RCP
N
e
EL. = 329.34
6" MIN. WALL
D�
1 -YEAR STORM THICKNESS (TYP.
_
EL. = 325.60
°
EL. = 327.98
15"0 0 -RING RCP
O
r
d
°
(DETENTION CONTROL)
W
c W
°v
INV = 325.80
c �
SAND
^W
FILTER
SEDIMENT
if
CHAMBER
I
°v
Ia
L 18"
10' r 10' T 10' ' WEIR
WALL A
60'
SECTION A -A
N.T.S.
TOP OF CHAMBER
NOTES:
1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION. THE FILTER BLANKET WILL CONSIST OF A MINIMUM 4" THICK
LAYER OF STONE (NCDOT #57) UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR
APPROVED EQUIVALENT
ENDWALI
NCDOT STD. is
(SEE DE
D"O O-RIN,
A�
750 SQ. FT.
SAND FILTER
5.0'
W (FEET)
T (INCHES)
4' WIDE WEIR4.0'
WEIR WALL
INV = 330.00'
d
e 9
° d
15
EL. = 329.6
N a
U O
° 4
°
100 -YEAR STORM
EL. = 330.44 12"0 ORIFICE
25 -YEAR STORM DETENTION CONTROL
°
w
EL. = 329.76 INV = 328.00'
10 -YEAR STORM
U
18" RCP
N
e
EL. = 329.34
6" MIN. WALL
BOTTOM OF CHAMBER
1 -YEAR STORM THICKNESS (TYP.
_
EL. = 325.60
°
EL. = 327.98
15"0 0 -RING RCP
O
3"0 ORIFICE
d
°
(DETENTION CONTROL)
W
c W
INV = 325.80
c �
750 SQ. FT.
SAND FILTER
FT
DIMENSION
EL. = 331.00
W (FEET)
T (INCHES)
D (INCHES)
WEIR WALL
7.5
TOP OF WEIR WALL B
18
15
EL. = 329.6
N a
U O
Z�
O
750 SQ. FT.
SEDIMENT
w
� O
CHAMBER
U
18" RCP
N
e
EL. = 326.57
BOTTOM OF CHAMBER
F�
_
EL. = 325.60
FT
DIMENSION
L (FEET)
W (FEET)
T (INCHES)
D (INCHES)
X (CLASS)
7.5
4.3
18
15
B
ENDWALL PER
NCDOT STD. 838.80
(SEE DETAIL)
D"O O-RING RCP
�A
W' (SEE CHART ABOVE
FOR WIDTH)
L'
(SEE CHART ABOVE
FOR LENGTH)
PLAN OUTLET BARREL VELOCITY DISSIPATOR
N.T.S.
HEAVY TRAFFIC RA_
ACCESS HA_
8.0'
8.0'
TOP OF RISER (INTERNAL) ° °d 4. °
EL. = 331.00
4' WEIR
EL. = 330.00 0
0
12" ORIFICE
3.61' EL. = 328.00
4.48'
•
SECTION A -A
RACTOR SHALL PROVIDE
'IN ACCORDANCE WITH
T STD. 840.66. STEPS
BE PLACED AT 16" O.C.
RACTOR TO
TRUCT CONCRETE
kR IN THE FIELD
CONTRACTOR SHALL PROVIDE
STEPS IN ACCORDANCE WITH
NCDOT STD. 840.66. STEPS
SHALL BE PLACED AT 16" O.C.
CONTRACTOR TO
CONSTRUCT CONCRETE
COLLAR IN THE FIELD
d °
d o 15"0 O-RING RCP
3" ORIFICE
EL = 325.80' FLOW
(TYP.) BOTTOM RISER
DA -'4 INV. EL. = 325.60' d '
°
41 d
° d ° e b ° ° ° ° ae ° ° d °
e d
°e ° d ° a °
18" 4 4° e e ° °° d ° d ° d CONCRETE ° ° ° ° a ° ° d° ° d ° e PRECASTER SHALL
d ° d ° e ° , ° ° ° ANTI -FLOTATION ° ° ° ° e ° ° ° PROVIDE A BLOCK OUT
d ° d ° BLOCK °d „ d ° ° ° FOR THE 15"0 O-RING RCP
® d ° 44
8" MIN. BASE
THICKNESS (TYP.) 4'x 4' PERMANENT OUTLET STRUCTURE DETAILS
N.T.S.
0
15" RCP
N.I.S.
ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: [e-mail] Phone: [phone]
T" LAYER OF CLASS
"X" RIP -RAP
(SEE CHART ABOVE
7 FOR THICKNESS)
1-
I' 111-
4" FILTER BLANKET
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TOWN OF CLAYTON PROJECT #:
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FEBRUARY 1, 2016
PROJECT
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9, 2016
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2016 -31 -SP
FEBRUARY 1, 2016
PROJECT
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REVISED
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OCTOBER
20, 2016
REVISED
RETAINING WALLS
DECEMBER
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TOWN OF CLAYTON PROJECT #:
2016 -31 -SP
FEBRUARY 1, 2016
PROJECT
SUBMITTAL
AUGUST
9, 2016
REVISED
SITE PLAN
OCTOBER
20, 2016
REVISED
RETAINING WALLS
DECEMBER
21, 2016
REVISED
STORMWATER
DATE: DEC. 7, 2016
ISSUED FOR: PERMITTING
CONSTRUCTION
PLAN
STORMWATER
FACILITY DETAIL
C
3.1
DRAWN BY: PBARBEAU
CHECKED BY: STERRY
CAROLINA LAND DEVELOPMENT

EROSION CONTROL NOTES
90' EMERGENCY
SPILLWAY WITH 20 MIL I . ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN
PVC IMPERMEABLE LINER OF CLAYTON AND JOHNSTON COUNTY STANDARDS AND SPECIFICATIONS.
COMB/NATION TREE PROTECTION/SIL T TD -2
LINE DIVERSION WITH NORTH 2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (81 1) LOCATE ALL EXISTING UTILITIES
FENCE W/ SILT FENCE OUTLET PRIOR TO BEGINNING CONSTRUCTION.
/ SKIMMER ASSEMBL Y AMERICAN GREENS 950BN
(TYP) TEMPORARYSLOPE EROSION CONTROL BLANKET
�j (SEE SUMMARY TABLE) DRAIN, (TYP.) 3. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO
ANY GRADING ON SITE. THE CONTRACTOR SHALL CALL FOR AN INSPECTION BY NCDENR
SEDIMENTATION AND ER0510N CONTROL ONCE INITIAL MEASURES ARE IN PLACE.
2:1 SL OPE
y IA, /�DC ^ 4. SILT FENCING AND TREE PROTECTION FENCING AT THE LIMITS OF DISTURBANCE MUST BE
R NIC INSTALLED AND INSPECTED PRIOR TO ANY DEMOLITION OR WORK ON SITE.
SF SF - EX CB W 5. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE
LIMITS OF �I/ �/ ( - -SF Sr --- yV CONTRACTOR TO FINES AND PENALTIES ISSUED BY EITHER JOHNSTON COUNTY OR THE DWQ.
DISTURBANCE (TYP.) -� -� -� -� -� -�-�'-�--�---------�--� _ G. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT
1
\ / EX CB i� ALL TIMES.
7. CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE
REMOVE C&G AND RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS OTHERWISE NOTED.
ASPHALT AS REQ'D FORt0
7 ' NEW LANDSCAPE AREA- 8. NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION OCCURS
WHERE MUD, ROCK AND DEBRIS I5 TRACKED ONTO PAVEMENT, THE CONTRACTOR SHALL
CLEAN THE PAVEMENT AND INSTALL ADDITIONAL MEASURES TO PREVENT THE FUTURE
C:)'� \ IN
OCCURRENCE.
\ �� O 11 9. DISTURBANCE OUTSIDE OF THE SITE PROPERTY LIMITS OR PUBLIC RIGHT-OF-WAY SHALL ONLY
SSB -II \ \ n BE A5 ALLOWED BY 51GNED GRADING AGREEMENTS AND/OR EASEMENTS BETWEEN THE
/ (SEE SUMMARY TABLE) \ \ EX LIGHT POLE ,// III I I I / DEVELOPER AND THE OFFSITE PROPERTY OWNER.
1 ' �',\\ \ \ TO BE RELOCATED 10. CONTRACTOR MUST PROVIDE JOHNSTON COUNTY WITH THE LOCATION OF OFFSITE
1 \ \ \ o\ / L �Y STOCKPILES USED TO STORE EXCAVATED 501L FROM THE PROJECT SITE. THE LOCATION OF
ff
\ / II Y OFFSITE STOCKPILES WILL BE AN UPLAND AREA. IF AN OFFSITE SPOIL OR BORROW SITE 15
`L\3�J I/
\ \�% I I UTILIZED, THEN THE DISTURBED AREA FOR THE SPOIUBORROW SITE MUST BE INCLUDED IN
Cn
COIR BAFFLES I ) \�, I THE LAND DISTURBANCE PERMIT. THE CONTRACTOR SHALL PROVIDE JOHNSTON COUNTY
\ 6 (700g/m^2, MIN) l \\ /\ ! I INFORMATION ON WHERE THE EXCAVATED SOIL FOR THE PROJECT WILL BE TAKEN. IN
O %
REMOVE I ADDITION, THIS AREA SHALL BE AN UPLAND AREA.
I _
— �� • / \ / \ C&G III 1 - 1 1. CONTRACTOR TO PROVIDE AND INSTALL CONCRETE WASHOUT AREA WITH LINED
C,TD- I l l l l � CONTAINMENT PER CONCRETE WASHOUT DETAIL.
O LINE DIVERSION WITH NORTH
12. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
AMERICAN GREEN S756N � � �� `''I � \_ REMOVE C&G AND
w C�i EROSION CONTROL BLANKET I ®� \� �� ASPHALT AS REQ'D FOR 12.A. STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION.
_ �'1� p \�� NEW LANDSCAPE AREA
12.8. STABILIZE DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR 30 DAYS OR MORE
WITH TEMPORARY SEEDING AND EROSION CONTROL NETTING.
O 6-)• I I \ \ \ 12.C. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND
COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF FOURTEEN (I 4) DAYS.
12.13. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE
EX. ASPHALT SITE UPON WHICH FURTHER LAND -DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN
\ WITHIN FOURTEEN (1 4) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING
LOADING LAND DISTURBING ACTIVITY.
\ \ \\\�
Q . 12.E. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN
\ v FOURTEEN (1 4) CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION.
p _
0Q �� �A \ \ V _� �\ I T 13. INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE
\' V A \ \ MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED
O
ER0510N, OFF-SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. ALL
MEASURES MUST BE INSTALLED PER PLAN DETAIL. ENSURE CONSTRUCTION TRAFFIC IS
V,�� LIMITED TO THE CONSTRUCTION ENTRANCE.
I
14. MAINTAIN ALL ER0510N AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. 51LT
1�FENCE, INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE
CQ V� LIMITS OF DISTURBANCE �, I (� `V THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE
PARALLELS PROPERTY L P) , I i I CAN NOT HAVE HOLES OR TEARS.
-� � � �
I
CONSTRUCTION SEQUENCE
\ \ O
\ \ \ \ 1p� I . PRIOR TO BEGINNING CONSTRUCTION OBTAIN THE GRADING PERMIT FROM JOHNSTON
\ �� �S T�� COUNTY.
2. SUBMIT DOCUMENTATION REQUIRED UNDER THE JOHN5TON COUNTY 51TE 5TORMWATER
SILT FENCE W/SIL T✓/�/\ �S r' `�'/ / PERMIT FOR CONSTRUCTION ACTIVITY TO 5TORMWATER INSPECTIONS THROUGHOUT THE
// �/p /y PROJECT. INSPECT AND MAINTAIN SEDIMENT AND EP0510N DEVICES AFTER EVERY RAIN
FENCE OUTLET \ \ / — —\� �J� EVENT AND ONCE PER WEEK.
(TYP)
3. PRIOR TO BEGINNING CONSTRUCTION, CALL THE 5TORMWATER INSPECTIONS COORDINATOR,
CARLOS BAGLEY (9 1 9) 209-8333 TO SCHEDULE AN ON-SITE PRE -CONSTRUCTION MEETING.
O"C)
4. LIMIT CLEARING, DEMOLITION AND LAND DISTURBING ACTIVITY TO ONLY THE AREA
NECESSARY TO INSTALL THE FOLLOWING PERMITTED EROSION CONTROL MEASURES.
INSTALL THE CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE OUTLETS, SKIMMER
SEDIMENT BASIN AND TEMPORARY DIVERSION DITCHES AS SHOWN ON THE APPROVED
"GRADING * EROSION CONTROL PLANS"
REMOVE DRIVEWAY
CULVERT AND EXIST/NG w
Z 5. CALL THE JOHNSTON COUNTY 5TORMWATER MANAGEMENT NUMBER (9 19) 209-8333 TO
GRAVEL DRIVEWAY SCHEDULE A 5TORMWATER SITE INSPECTION. IF APPROVED COMPETE THE REMAINDER OF
THE SITE DEMOLITION.
G. REMOVE AND/OR DEMOLISH EXISTING BUILDING, CURB AND GUTTER, UTILITIES AND RELATED
STRUCTURES AS SHOWN ON THE EXISTING CONDITIONS *DEMO PLAN. BACKFILL OLD
INSTALL 18"RCP \ \ \ \ \ B \
v UTILITY TRENCHES AND STABILIZE AFTER REMOVAL OF UNDERGROUND UTILITY SERVICES.
DRIVEWAY CUL VERT v \ F A
M�y� � STABILIZE ALL AREAS IMPACTED BY DEMOLITION ACTIVITIES.
7. BEGIN GENERAL MASS GRADING TO BRING SITE TO PROPOSED GRADE AS SHOWN ON THE
CONSTRUCTION �v vA\ \\ — GRADING PLAN.
ENTRANCE
50'L X 25'W MIN WITH \ La \\ \\ \ \ \ v Y' e/C \ 8. SHIFT DIVERSIONS WITH GRADE TO ASSURE POSITIVE DRAINAGE.
CONCRETE WASHOUT.
9. INSTALL UTILITY TAPS FOR WATER AND SEWER.
10. ONCE ESTABLISHED, SEED, STRAW AND TACK ANY GRADED AREA5 LEFT UNDISTURBED FOR
\\\\\ \ \ \ \ �� F��c �V J+ MORE THAN 7 CONSECUTIVE DAYS ON SLOPES GREATER THAN 4: 1, AND 14 DAYS IN ALL
N P D ES GROUND STAB 1 LI ZAT I O N S C h E D U LE \ \�\ \ \ \ \ \ \ \ `SI/ 0--` TQ p OTHER LOCATIONS PER THE SATE NPDES STABILIZATION CRITERIA (SEE TABLE ON THIS
SHEET).
SITE AREA STABILIZATION STABILIZATION TIME APPLICABLE AREA Fi,-
DESC RIPTION TIME FRAME FRAME EXCEPTIONS ON THIS SITE \ \ \ \\\\\� \\ \ \ \ M 1 I. UPON INSPECTOR APPROVAL PROCEED TO PHASE 2.
PERIMETER DIKES,
S\LES, DITCHES 7 DAYS NONE DIVERSION BERM
AND SLOPES SKIMMER SEDIMENT BASIN SUMMARY \ \ \\ \
— \\ X38 \ \
D/S TURBED AREA I-) 90 A CRSS
HIGH QUALITY
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WATER (HOW)
7 DAYS
NONE
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ZONES
REVISED
RETAINING WALLS
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REQUIRED STORAGE VOLUME 2592 CU. FT.
PROVIDED STORAGE VOLUME 3580 CU. FT.
REQUIRED SURFACE AREA 1 180 SQ. FT.
SLOPES STEEPER IF SLOPES ARE 10' OR
THAN 3:1 7 DAYS LESS IN LENGTH AND ARE PROVIDED SURFACE AREA 1910 SQ. IT.
WET POND SLOPESc SEDIMENT STORAGE DEPTH 3 FT. —
NOT STEEPER THAN 2:1, A
AT RIPARIAN BUFFER — — 33 \�
14 DAYS ARE ALLOWED BOTTOM OF TRAP LENGTH 40 FT. \
(25:1) BOTTOM OF TRAP WIDTH 15 FT.
SIDE SLOPES 3:1
SLOPES 3:1 OR 7 -DAYS FOR SLOPES REMAINDER OF SPILLWAY LENGTH 10 FT. a \
FLATTER 14 DAYS GREATER THAN 50 FEET
PROJECT AREA NUMBER OF SKIMMERS I
IN LENGTH SKIMMER 51ZE 2INCH \
ALL OTHER AREAS NONE (EXCEPT FOR SKIMMER ORIFICE 51ZE 1.25 INCH \ \
WITH SLOPES 14 DAYS PERIMETERS AND HOW KOPJE DRAWDOWN TIME 2 DAYS \
FLATTER THAN 4:1 ZONES) DISTURBED AREA 1.44 ACRES \
\
ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603
EMAIL: spencer.terry@carol inalanddevelopment.com Phone: [phone]
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TOWN OF CLAYTON PROJECT #:
2016 -31 -SP
FEBRUARY 1, 2016
PROJECT
SUBMITTAL
AUGUST
9, 2016
REVISED
SITE PLAN
OCTOBER
20, 2016
REVISED
RETAINING WALLS
DECEMBER
21, 2016
REVISED
STORMWATER
DATE: DEC. 7, 2016
ISSUED FOR: PERMITTING
CONSTRUCTION
PLAN
EROSION
CONTROL
PLAN - PH 1
C 4.0
DRAWN BY: PBARBEAU CHECKED BY: STERRY
CAROLINA LAND DEVELOPMENT

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\ \ COMBINATION TREE PROTECTION/SILT \ \
FENCEW/ SILT FENCE OUTLET
(TYP)
NPDES GROUND 5TABILIZATION SCHEDULE
SITE AREA
STAB IFIZATION
STAB UZATION TIME
APPUC AB LE AREA
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
ON THIS SITE
PERIMETER DIKES,
EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON
RETAINING WALLS
SITE. THE CONTRACTOR SHALL CALL FOR AN INSPECTION BY NCDENR SEDIMENTATION AND EROSION
SWALES, DITCHES
7 DAYS
NONE
DIVERSION BERM
AND SLOPES
INSPECTED PRIOR TO ANY DEMOLITION OR WORK ON SITE.
EX CB 5.
FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE CONTRACTOR TO
HIGH QUALITY
FINES AND PENALTIES ISSUED BY EITHER JOHNSTON COUNTY OR THE DWQ.
G.
A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES.
WATER (HOW)
7 DAYS
NONE
NONE
ZONES
NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION OCCURS WHERE MUD, ROCK
AND DEBRIS IS TRACKED ONTO PAVEMENT, THE CONTRACTOR SHALL CLEAN THE PAVEMENT AND INSTALL
SLOPES STEEPER
ACTIVITY.
IF SLOPES ARE 10' OR
p�
THAN 3:1
7 DAYS
LESS IN LENGTH AND ARE
WET POND SLOPES
ALLOWED BY SIGNED GRADING AGREEMENTS AND/OR EASEMENTS BETWEEN THE DEVELOPER AND THE
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NOT STEEPER THAN 2:1,
AT RIPARIAN BUFFER
01'
PILING EXCAVATED MATERIAL ON THE UPHILL SIDE OF EXCAVATION. PROVIDE PIPE INLET PROTECTION AT
14 DAYS ARE ALLOWED
(2.5:1)
SLOPES 11 OR
UPLAND AREA. IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE
7 -DAYS FOR SLOPES
REMAINDER OF
FLATTER
14 DAYS
GREATER THAN 50 FEET
PROJECT AREA
7.
TAKEN. IN ADDITION, THIS AREA SHALL BE AN UPLAND AREA.
IN LENGTH
INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE THEY ARE HALF FULL.
ALL OTHER AREAS
CONTRACTOR TO PROVIDE AND INSTALL CONCRETE WASHOUT AREA WITH LINED CONTAINMENT PER
NONE (EXCEPT FOR
CONCRETE WASHOUT DETAIL.
WITH SLOPES
14 DAYS
PERIMETERS AND HOW
NONF
FLATTER THAN 4:1
8.A. REMOVE ALL SEDIMENT ACCUMULATION FROM THE UNDERGROUND SAND FILTER SEDIMENT
ZONES)
-
SCALE 1"=30'
0 30' 60'
INLET PROTECTION
(TYP)
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& WIDE 3000 PSI CONCRET
LINED CHANNEL
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EROSION CONTROL NOTES
1.
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF CLAYTON
SUBMITTAL
AND JOHNSTON COUNTY STANDARDS AND SPECIFICATIONS.
2.
CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL 051 1) LOCATE ALL EXISTING UTILITIES PRIOR TO
3.
BEGINNING CONSTRUCTION.
3.
EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON
RETAINING WALLS
SITE. THE CONTRACTOR SHALL CALL FOR AN INSPECTION BY NCDENR SEDIMENTATION AND EROSION
21, 2016
CONTROL ONCE INITIAL MEASURES ARE IN PLACE.
4.
SILT FENCING AND TREE PROTECTION FENCING AT THE LIMITS OF DISTURBANCE MUST BE INSTALLED AND
INSPECTED PRIOR TO ANY DEMOLITION OR WORK ON SITE.
EX CB 5.
FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE CONTRACTOR TO
FINES AND PENALTIES ISSUED BY EITHER JOHNSTON COUNTY OR THE DWQ.
G.
A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES.
7.
CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY
'
OF THE GRADING CONTRACTOR UNLESS OTHERWISE NOTED.
8.
NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION OCCURS WHERE MUD, ROCK
AND DEBRIS IS TRACKED ONTO PAVEMENT, THE CONTRACTOR SHALL CLEAN THE PAVEMENT AND INSTALL
ACTIVITY.
ADDITIONAL MEASURES TO PREVENT THE FUTURE OCCURRENCE.
p�
9.
DISTURBANCE OUTSIDE OF THE SITE PROPERTY LIMITS OR PUBLIC RIGHT-OF-WAY SHALL ONLY BE AS
PRIOR TO FINAL INSPECTION.
ALLOWED BY SIGNED GRADING AGREEMENTS AND/OR EASEMENTS BETWEEN THE DEVELOPER AND THE
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OFFSITE PROPERTY OWNER.
01'
PILING EXCAVATED MATERIAL ON THE UPHILL SIDE OF EXCAVATION. PROVIDE PIPE INLET PROTECTION AT
10.
�O
CONTRACTOR MUST PROVIDE JOHNSTON COUNTY WITH THE LOCATION OF OFFSITE STOCKPILES USED TO
STORE EXCAVATED SOIL FROM THE PROJECT SITE. THE LOCATION OF OFFSITE STOCKPILES WILL BE AN
l�
UPLAND AREA. IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE
'
SPOIUBORKOW SITE MUST BE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR SHALL
s •'
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PROVIDE JOHNSTON COUNTY INFORMATION ON WHERE THE EXCAVATED SOIL FOR THE PROJECT WILL BE
PLAN DETAIL. ENSURE CONSTRUCTION TRAFFIC IS LIMITED TO THE CONSTRUCTION ENTRANCE.
7.
TAKEN. IN ADDITION, THIS AREA SHALL BE AN UPLAND AREA.
T
INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE THEY ARE HALF FULL.
1 1.
CONTRACTOR TO PROVIDE AND INSTALL CONCRETE WASHOUT AREA WITH LINED CONTAINMENT PER
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CONCRETE WASHOUT DETAIL.
.
• '
12.
GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
I'
12.A. STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION.
8.A. REMOVE ALL SEDIMENT ACCUMULATION FROM THE UNDERGROUND SAND FILTER SEDIMENT
12.13. STABILIZE DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR 30 DAYS OR MORE WITH
-
TEMPORARY SEEDING AND EROSION CONTROL NETTING.
12.C. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF THE
8.15. INSTALL THE UNDER DRAIN AND CLEAN OUT SYSTEM PER PLAN AND THE SAND MEDIA MIX PER
SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF FOURTEEN (1 4) DAYS.
ENGINEERS SPECIFICATIONS.
12.D. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON
-
WHICH FURTHER LAND -DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN (1 4)
-
CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
CERTIFICATE OF OCCUPANCY FROM BEING ISSUED.
12.E. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN (1 4)
ONCE GRADING IS COMPLETE AND THE SITE IS STABILIZED, CALL THE STORMWATEK INSPECTIONS
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO
COORDINATOR, CARLOS BAGLEY (91 9) 209-8333 TO REQUEST AN INSPECTION AND OBTAIN APPROVAL
FINAL INSPECTION.
13,
INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE
FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED EROSION, OFF-SITE
SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. ALL MEASURES MUST BE INSTALLED PER PLAN
DETAIL. ENSURE CONSTRUCTION TRAFFIC IS LIMITED TO THE CONSTRUCTION ENTRANCE.
14.
MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET
PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE THEY ARE HALF FULL.
CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR TEARS.
CONSTRUCTION SEQUENCE
I .
AFTER INITIAL EXCAVATION IS COMPLETE IN PHASE I, REMOVE DIVERSION DITCHES I AND 2 AND MOVE
SUBMITTAL
SILT FENCE AS SHOWN ON PHASE II PLAN.
2.
CONTINUE TO BRING SITE TO FINAL GRADE AND INSTALL RETAINING WALL AROUND BUILDING.
3.
ONCE EXCAVATION AND GRADING NEAR FINAL GRADE, REMOVE SSB -1 AND INSTALL STORM DRAINAGE
20, 2016
PIPE AND STRUCTURES. BEGIN INSTALLATION OF UNDERGROUND SAND FILTER. DO NOT PLACE SAND
RETAINING WALLS
MATERIAL INSIDE UNDERGROUND SAND FILTER UNTIL AFTER ALL SITE WORK IS COMPLETE. UTILIZE SAND
21, 2016
FILTER STRUCTURE AS A TEMPORARY SEDIMENT BASIN DURING FINAL STAGES OF SITE WORK.
4.
GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
4.A. STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION.
4.15. STABILIZE DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR 30 DAYS OR MORE WITH
TEMPORARY SEEDING AND EROSION CONTROL NETTING.
4.C. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF
THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF FOURTEEN (1 4) DAYS,
4.D. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE
30
UPON WHICH FURTHER LAND -DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN
(14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING
ACTIVITY.
O
4.E. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN
(14) CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR
PRIOR TO FINAL INSPECTION.
5.
INSTALL SITE IMPROVEMENT, SIDEWALK AND DRIVEWAY AS SHOWN ON THE APPROVED PLANS. ALL OPEN
TRENCHES FOR UTILITY AND STORMWATER INSTALLATION SHALL BE PROTECTED FROM SEDIMENTATION BY
PILING EXCAVATED MATERIAL ON THE UPHILL SIDE OF EXCAVATION. PROVIDE PIPE INLET PROTECTION AT
�U,
THE END OF EACH DAY. OUTLET PROTECTION SHALL BE INSTALLED UPON COMPLETION.
G.
INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE
FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED EROSION, OFF-SITE
SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. ALL MEASURES MUST BE INSTALLED PER
PLAN DETAIL. ENSURE CONSTRUCTION TRAFFIC IS LIMITED TO THE CONSTRUCTION ENTRANCE.
7.
MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE,
INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE THEY ARE HALF FULL.
\
CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR TEARS.
8.
ONCE GRADING IS COMPLETE, ALL UTILITIES AND STORM SYSTEMS ARE INSTALLED AND THE SITE IS
COMPLETELY STABILIZED, CONVERT THE UNDERGROUND SAND FILTER CHAMBER TO A SAND FILTER BMP
AS FOLLOWS:
IX
8.A. REMOVE ALL SEDIMENT ACCUMULATION FROM THE UNDERGROUND SAND FILTER SEDIMENT
CHAMBER, CONTROL STRUCTURES AND ALL DRAINAGE AND DISCHARGE STRUCTURES.
8.15. INSTALL THE UNDER DRAIN AND CLEAN OUT SYSTEM PER PLAN AND THE SAND MEDIA MIX PER
ENGINEERS SPECIFICATIONS.
9.
/
AT A MINIMUM OF SEVEN (7) DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL INSPECTION, SUBMIT
JOHNSTON COUNTY FORM AND APPROVABLE BMP AS -BUILT CERTIFICATION TO THE STORMWATER
INSPECTIONS COORDINATOR FOR JOHNSTON COUNTY APPROVAL. FAILURE TO DO SO WILL PREVENT A
CERTIFICATE OF OCCUPANCY FROM BEING ISSUED.
\ \ 10.
ONCE GRADING IS COMPLETE AND THE SITE IS STABILIZED, CALL THE STORMWATEK INSPECTIONS
COORDINATOR, CARLOS BAGLEY (91 9) 209-8333 TO REQUEST AN INSPECTION AND OBTAIN APPROVAL
\ ` TO REMOVE TEMPORARY MEASURES. SEED OUT OR PAVE ANY BARE AREAS. DO NOT REMOVE
TEMPORARY MEASURES WITHOUT PRIOR STOKMWATEK INSPECTOR APPROVAL.
` 1 1. ONCE GRADING IS COMPLETE, TEMPORARY MEASURES ARE REMOVED, THE SITE IS STABILIZED, AND ALL
PERMANENT STORMWATER BMPS HAVE BEEN CERTIFIED AND APPROVED, CALL THE JOHNSTON COUNTY
STORMWATER MANAGEMENT NUMBER (9 1 9) 209-8333 TO SCHEDULE A STORMWATER FINAL INSPECTION.
FULL STABILIZATION ON THE ENTIRE SITE IS REQUIRED IN ORDER TO OBTAIN A CERTIFICATE OF
O wOOCCUPANCY.
12. ONCE THE STORMWATEK FINAL INSPECTION IS APPROVED, CLOSE THE GRADING PERMIT AND OBTAIN A
CERTIFICATE OF COMPLETION.
ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: [e-mail] Phone: [phone]
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TOWN OF CLAYTON PROJECT #:
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AUGUST
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SITE PLAN
OCTOBER
20, 2016
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DECEMBER
21, 2016
REVISED
STORMWATER
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PROJECT
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AUGUST
9, 2016
REVISED
SITE PLAN
OCTOBER
20, 2016
REVISED
RETAINING WALLS
DECEMBER
21, 2016
REVISED
STORMWATER
DATE: DEC. 7, 2016
ISSUED FOR: PERMITTING
CONSTRUCTION
PLAN
EROSION
CONTROL
PLAN - PH 2
C 4.1
DRAWN BY: PBARBEAU CHECKED BY: STERRY
CAROLINA LAND DEVELOPMENT

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UTILITY NOTES
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1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF
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CLAYTON, JOHNSTON COUNTY AND THE STATE OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
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CB101-24" RCP-CB100
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2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811) LOCATE ALL EXISTING UTILITIES PRIOR
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30' REAR SETBACK
TO BEGINNING CONSTRUCTION.
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4. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE ELECTRIC, GAS AND TELEPHONE SERVICE
WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR
SHALL PROVIDE CONDUITS AS REQUIRED FOR THESE UTILITIES UNDER PAVED AREAS.
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5. THIS PLAN IS DIAGRAMMATIC AND REPRESENTS THE APPROXIMATE LOCATION OF UTILITIES UNLESS
SPECIFICALLY DIMENSIONED. THE CONTRACTOR SHALL COORDINATE THE ACTUAL AND PROPOSED
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LOCATION OF UTILITIES TO AVOID CONFLICTS.
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6. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE WATER AND SEWER SERVICE TO THE
BUILDING WITH THE BUILDING PLUMBING CONTRACTOR AND THE BUILDING PLANS.
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7. SECURITY GATE WILL BE ELECTRONIC FOR EMERGENCY P,' 0 EF ICS AND OPEN WITH
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GENERAL NOTES
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1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
DUMPSTER ENCLOSURE
(SEE C 7.0 SHEET)
WITH THE TOWN OF CLAYTON AND JOHNSTON
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COUNTY STANDARDS AND SPECIFICATIONS.
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LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
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6" DIP FIRE LINE;
3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL
ADJACENT TO OFFICE
FDC & KNOX BOX LOCATION
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EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY
DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING
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CONSTRUCTION.
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4. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS.
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(OR TOWN APROVED EQUAL)
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(SEE PLBG PLANS FOR DETAILS)
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1' ', FH & ASSEMBLY W/ 6" GV /
5. ALL BOUNDARY, TOPOGRAPHY AND EXISTING SITE DATA FROM
SURVEY CONDUCTED BY BYRD SURVEYING & BRL ENGINEERING
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Town of CLAYTON PROJECT #:
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309 010
TOWN APPROVED 1" RPZ BFP
IN ABOVE GROUND HOTBOX TOWN APPROVED 6" RPZ BFP
2016
IRRIGATION SERVICE) IN ABOVE GROUND HOTBOX
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(6" FIRE LINE)
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TOWN APPROVED 2 RPZ BFP
IN ABOVE GROUND HOTBOX ION
FEBRUARY 1, 2016
PROJECT SUBMITTAL
EX FH
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TO REMAIN O/
CLEAN OUT (CO),A`
(np) /
(2" DOMESTIC SERVICE)
AUGUST 9, 2016
REVISED SITE PLAN
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METER BOX
OCTOBER 20, 2016
REVISED RETAINING WALLS
DECEMBER 21, 2016
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REVISED STORMWATER
2" WATER SERVICE TAP
(DOUBLE STRAP BRONZE SADDLE)
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1" IRRIGATION LINE
2 x2 x1 TEE
FEBRUARY 1, 2017
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2" DOMESTIC METER
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2" GATE VALVE 6" GATE VALVE
REVISED UTILITY PLAN PER
TOWN OF CLAYTON
STD. DETAIL 519.03
W W
1" IRRIGATION LINE MASTER METER
WITH TOWN APPROVED RPZ BACKFLOW
\
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2" DOUBLE STRAP 6 STAINLESS STEEL
PREVENTER IN ABOVE GROUND HOTBOX
\ \ \
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BRONZE SADDLE 90° TAPPING SLEEVE
@
WATER SERVICE CONNECTION DETAIL
6" TAPPING SLEEVE AND VALVE
\
NOT TO SCALE
(100% STAIN. STEEL)
6" DIP FIRE LINE
F/gyp
STD. DETAIL 513.02
TOWN APPROVED 6" RPZ
\ \
\
\
BACKFLOW PREVENTER
(SEE PLBG PLANS FOR DETAILS)
\
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DATE: DEC. 7, 2016
\ \\ \
ISSUED FOR: PERMITTING
\ \
CONSTRUCTION
\
PLAN
UTILITY
PLAN
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Call before you dig
C 5.0
SCALE 1"=30'
0 30' 60'
DRAWN BY: PBARBEAU CHECKED BY: STERRY
ADDRESS: 1000
NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: [e-mail] Phone: [phone]
CAROLINA LAND DEVELOPMENT

UNDISTURBED WOODLAND
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GENERAL NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE TOWN OF CLAYTON AND JOHNSTON
COUNTY STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811)
LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL
EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY
DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING
CONSTRUCTION.
4. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS.
5. ALL BOUNDARY, TOPOGRAPHY AND EXISTING SITE DATA FROM
SURVEY CONDUCTED BY BYRD SURVEYING & BRL ENGINEERING
PI Ar�TdUXA/26(�� UUIUULE
5' HT. BLACK CHAIN LINK FENCE
Thpl-3
AM R- I —/
INC Department of Agriculture
Central Crops Research Station
Pin: 164900-57-5937
Zoning: B-3
CURRENT USE
/AnMl TrnrIKII+X I
glarACLYMECHANICAL EQUI�1W LEttg E
E�eE4-'IRE
UW Name
5cientific Name
Planting 5ize
JIEW.
anopy Trees
Powerline Tree* = Acoma Crape Myrtle selected so a5 to NOT interfere with overhead linea in Thoroughfare Overlay District.
Poweriine Street Tree*ARM
27,062.35 SF
CANOPY TREE REQ.
I I
Amur Maple, mult15tem
Acer ginnala
8' min. height
Powerline Thoroughfare Tree*
LANDSCAPE TREES AND SHRUBS PROVIDED:
CML
7
Japanese Kou5a dogwood
Cornus k0u5a
8' min. height
Canopy Tree
16
Ti cg
5
Green5pire Linden
Tilia cordata 'Green5pire'
2 112" -Cal, 8' min. ht., 5-0spd.
Canopy Tree
_F�K_
SHRUBS REQ.
Ulpa
I
j 4
Lacebark chine5e elm
UImu5 parvifolia
2 1/2" -Cal, 8' min. ht., 5-0spd.
Understory Trees
Under5tory Tree
N5H 12 Nellie 5teven5 Holly Ilex x 'Nellie Stevens'
G' ht. min., 3-4' spd.
Under5tory Tree
Thpl I I Green Giant Arborvitae Thuja plicata 'Green Giant'
G' ht. min., 3-4' spd.
Under5tory Tree
CMN 3 Forest Pansy Redbud Cerc15 canaden515 'Forest Pansy'
G' ht. min., 4' spd.
Th rU hs
Shrub
Hypan
18
Littlelime hydrangea
Hydrangea paniculata 'Little Lime'
3 -Gal, 18-20" spd.
Shrub
+
DBH
95
Dwarf Burford holly
Ilex cornuta 'Dwarf Burford'
5 -Gal, 30" min ht.
Shrub
MI5
4
Maiden Gra55
Miscanthus 51nen5i5 'Gracillimu5'
5 -Gal, 30" min ht.
Shrub
LIG
32
Wax Leaf Ligu5trum
Ligustrum Japonicum 'Wax Leaf'
5 -Gal, 30" min ht.
Shrub
PJU
2G
I Variegated Parson's Juniper
Juniper15 J. 'Par5onii variegata'
3 -Gal, 16-20" spd.
BMP SHELF PLANTINGS (hatched area)
Native plant/shallow water
Blue flag iris
250
Iris ver5icolor
5uper5ize plug
Native plant/shallow water
Tussock sedge
250
Carex 5tricta
5uper5ize plug
Native plant/shallow water
Duck potato
250
5agittaria latifolia
5uper5ize plug
BMP Planting Note: Mix equally the three plant 5p0GIe5 and plant 50 plUg5 per 200 5f along the 3000 5f shelf.
Plants available from: WetLand Plants, Inc., Edenton, NC, 252-482-5707, www.wetland Iant5lnC.COm
X60
GENERAL PLANTING NOTES:
/
/
/
WH Capital, LLC /
Pin: 164900-87-9890 /
Zoning: B-3
CURRENT USE /
(COMMERCIAL) /
/
/
/
/
/
/
/
/
/
I . Mulch all new plant beds with 2" brown designer hardwood mulch.
2. Warranty plantings for I year period following completion.
3. Prepare plant beds by removing grass, add G" of 50/50 topsoil blend Soil to
beds, till and rake smooth. Remove large clods, roots, etc..
Prepare BMP shelf by tilling in 4" of so topsoil organic blend Soil over 3000 5f
lZa e<� , remove large clods, roots, etc.. Mulch with 3" tripple
shredded hardwood bark.
4. New lawn areas to be drought re515tent Fescue sod.
5. All landscaped areas shall be provided with an automatically operated
irrigation system that will adecivately cover all living plant material. Such
system shall include a rain sensor.
G. All landscaped areas shall be maintained in an attractive and healthy
condition. Dead or 0115ea5ed plantings shall be removed and replaced
I n a timely fashion.
7. Hwy 70 Thoroughfare Overlay District tree Selection 15 made to protect
existing powerline5 along the ROW. Tree 5pecie5 were selected 50 a5 not
to interfere with the lines.
8. Plant quanitie5 shall be checked for accuracy by the Landscape
Contractor prior to construction. The Landscape Architect shall be
notified of any di5crepencie5 for correction.
INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS AT
THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2"
ABOVE IN POOR DRAINING
SOILS. DO NOT COVER THE TOP
OF THE ROOTBALL WITH SOIL
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP Y3 OF BALL
BACKFILL PLANTING PIT WITH
NATIVE SOIL. INCORPORATE
SLOW-RELEASE GRANULAR
FERTILIZER
SCARIFY BOTTOM AND SIDES
OF PIT
ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: [e-mail] Phone: [phone]
LANDSCAPE SUMMARY
SITE DATA
PROPOSED USE: STORAGE FACILITY
TOTAL LOT ACREAGE: 3.1 AC. (135,311.75 SF)
ZONING DISTRICT: B-3
CONSTRUCTION
PERVIOUS AREA SF: 69,521 SF OR 53%
IMPERVIOUS AREA SF: 65,776 SF OR 47%
LANDSCAPE DATA
% OF SITE LANDSCAPED:
% REQ. = 20%
20% LANDSCAPED AREA:
27,062.35 SF
CANOPY TREE REQ.
27
UNDERSTORY TREE REQ.
27
SHRUBS REQ.
54
LANDSCAPE TREES AND SHRUBS PROVIDED:
CANOPY TREES PROVIDED
27
UNDISTURBED WOODLAND (40% OF 20% credit)
11
TREES NEWLY PLANTED ON SITE
16
UNDERSTORY TREE REQ.
27
UNDISTURBED WOODLAND (40% OF 20% credit)
11
TREES NEWLY PLANTED ON SITE
16
SHRUBS REQ.
54
SHRUBS NEWLY PLANTED ON SITE
54
STREET TREES ALONG HWY. 70:
Property line length along Hwy. 70 = 730 If/40 If per tree = 18 trees req.
18 street trees provided: 11 trees planted
7 trees credit from undisturbed woodland
BUFFERS REQUIRED:
North Property Line: Adjacent property zoned B-3, buffer not required.
East Property Line: Adjacent property zoned B-3, buffer not required.
South Property Line:
THOROUGHGARE DISTRICT OVERLAY (HWY. 70) 20 ft. depth X 730 If = 14,600 SF
UNDISTURBED WOODLAND IN OVERLAY credit 20 ft. X 295 SF = 5,900 SF
OVERLAY AREA TO BE PLANTED 14,600 SF — 5,900 SF = 8,700 SF
8,700 SF
1 canopy trees req./1000 sf 9 trees provided (powerline issue)
5 shrubs req/1000 sf 44 shrubs provided
13mm2 BLACK
PLASTIC HOSE
3mm (NO.11 GA.)
GALV. WIRE, COIL
EACH END TIGHTLY
ENLARGED DETAIL
TRIM BRANCHES TO REMAIN NATURAL FORM OF TREE
USE APPROVED TREE DRESSING ON ALL ROOT AND
BRANCH CUTS OVER 13mmO.
WRAP TRUNKS GREATER THAN 60mm CALIPER
WITH BURLAP
2 T—BARS 40x40x5x2400mrn LONG
MAINTAIN TREE BASE AT OR SLIGHTLY HIGHER THAN
EXISTING GRADE, TO ALLOW FOR SETTLEMENT
MULCH
CREATE SAUCER AROUND TREE
100 FINISHED GRADE
CUT AND REMOVE TOP 1/3 OF BURLAP FROM
ROOT BALL
B&B ROOT BALL
COMPACTED TOPSOIL MIX AS SPECIFIED BELOW
SCARIFY PIT BOTTOM (MINIMUM 150mm)
DECIDUOUS TREE DETAIL
SPECIFICATIONS:
1. TOPSOIL MIX, SEE SPEC.
2. DO NOT DAMAGE MAIN ROOTS OR DESTROY
ROOT BALL WHEN INSTALLING TREE STAKE
3. WATER THOROUGHLY AFTER INSTALLATION
4. REMOVE TREE RINGS AND STAKES TWO YEARS
AFTER INSTALLATION
5. PROVIDE DRAINAGE FOR PLANTING PIT IN
IMPERMEABLE SOIL
SHRUB DETAIL
NOT TO SCALE
SCALE 1"=30'
0 30' 60'
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6" SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
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2016 -31 -SP
DATE: AUGUST 9, 2016
ISSUED FOR: PERMITTING
CONSTRUCTION
PLAN
LANDSCAPE
PLAN
C 6.0
DRAWN BY: PBARBEAU CHECKED BY: EVCROW
CAROLINA LAND DEVELOPMENT

uecalls rrowaeo oy ArrIAN uonsulang Engineers — www.appionengineers.com uo/uo/zulu — x :uo Am
2'-6"
1/2„ 6" 2,-0„
RAD. J3" R.
3" RAD. RAD.
0 ° G
2'-6" CURB AND GUTTER
9" 30"
RAD.I 1/8"R 18" 12"
3/4" RAD.
N1 /8" RAD.CO ` 1/8"R
1'-6" CURB AND GUTTER ROLL TYPE CURB AND GUTTER
30"
18" 12"
VALLEY GUTTER
81_ 1/4" 2'-4" MINIMUM
RAD.
+
SHOULDER BERM GUTTER
Uetails Provided by APPIAN Consulting Engineers — www.oppionengineers.com 08/U6/2010 — 9:21:01 AM
EX. ASPHALT 6' MIN.
VARIES
2 1/2" S9.56
12 11/4 ASPHALT
----_---------------- -----
I III
COMPACTED SUBGRADE7
-zI ITI
SECTION A -A 8" STONE BASE
OFFSET CURB PAVEMENT WIDENING
NOT TO SCALE
BACK OF CURB
SECTION B -B
CURB END TAPER
NOT TO SCALE
CURB & GUTTER
I I
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SIGHT DISTANCE
TRIANGLE (NOTE 1) 2
i
ASPHALT B Q
FLARE
- - - - 'EDGE OF PAVEMENT -
-L - - - - -
- - = EXISTING STRIP PAVED ROAD -
---------Q-- - - - - - - - - - - - - - - - -
NOTES*
1. If intersecting a town street refer to detail 403.01 for sight distance requirements.
If intersecting NCDOT roadway, refer to NCDOT Policy on Street and Driveway
Access to North Carolina Highways.
TOWN of CLAYTON
11 I'.SF WIIII THE I'DWN0 CLAYTON STANDARD SPECIFIC.AI'ION.S ONLY
TYPICAL TOWN C&G STREET CONNECTION Nc TiISc:11c ,403.02
to CITY or NCDOT STRIP PAVED STREET IFVI ;ON Lill 11111m #
AN
20'R MIN.
VERIFY WITH
TYPE TRAFFIC
25' NOT TO SCALE
FACE OF CURB
MIN. 6'-0" OR
SHOULDER WIDTH
(WHICHEVER IS GREATER)
TYPE R7-8 RESERVED
PARKING SIGN
Z" CURB
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WALKWAY a a ° WALKWAY
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a a a
4 ,
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6' MIN 5' MIN
12" STRIPE PAINTED
TRAFFIC WHITE
4" STRIPE PAINTED
I I TRAFFIC WHITE
4" STRIPE PAINTED
TRAFFIC WHITE
24"
12.5' 5.00'
17.50'
STANDARD FOR VAN ACCESSIBIE PARKING DETAIL
uemns rrovlaea oy Ar AIV uonsuung Engineers — www.appionengineers.com Uo/v0/ZUIU — y:LV:oJ AM
SIGN LEGEND:
DO NOT
0 =
ENTER
I
RAISED MOUNTABLE ISLAND
(NCDOT STD. DETAIL 852.01)
W1
R1 @ I R2
OAS
L
Tr 0
`OFFSET MIN. 4' FROM
FACE OF STREET CURB
MOUNTABLE MEDIAN
1 / - (NCDOT STD. DETAIL 852.02)
VARIES 2' MIN.
CURB and GUTTER SECTION
NOTES:
1. R1/R2: As required based on vehicle path of AASHTO Design Vehicle (i.e. P, SU,
WB -40, WB -50, WB -62, etc.) but no less than 50 feet (which is the minimum
simple curve radius for SU Deign Vehicle). For minimum radii for other Design
Vehicles, refer to AASHTO's "A Policy on Geometric Design of Highways and
Streets," latest edition. Use of 3 -centered compound curve radii are encouraged.
2. W1 - Drive width: Driveway width (minimum 24' of asphalt plus width of gutter
on each side. For 24" curb total face to face width to be 27').
3. W2 - Lane width: Width to be determined based on vehicle path of Design
Vehicle but no less than 16' face to face (SU Design Vehicle). Minimum design
vehicle to be SU.
4. All dimensions subject to approval of the Town Engineer.
TOWN of CLAYTON
11
USE WfrH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
LEFT TURN PROHIBITION CHANNELIZATION N tToScale 2403 03
AT DRIVEWAYS OR STREETS RElil', NID(TF: ISFiEf tlI
VAN VAN ACCESSIBLE SIGN
ACCESSIBLE AS SHOWN ON PLANS
RESERVED
PARKING
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^� PENALTY
$250
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Engineers — www.appionengineers.com
TYPICAL WHEELCHAIR
TOWN of CLAYTON
USF. W1711 "IIIF TOWN,,t ( LA) ION S"IASNDARD SPFC IfICAI IONS ON TY
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it
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Uetails Provided by APPIAN Consulting Engineers — www.oppionengineers.com 08/U6/2010 — 9:21:01 AM
EX. ASPHALT 6' MIN.
VARIES
2 1/2" S9.56
12 11/4 ASPHALT
----_---------------- -----
I III
COMPACTED SUBGRADE7
-zI ITI
SECTION A -A 8" STONE BASE
OFFSET CURB PAVEMENT WIDENING
NOT TO SCALE
BACK OF CURB
SECTION B -B
CURB END TAPER
NOT TO SCALE
CURB & GUTTER
I I
o.
SIGHT DISTANCE
TRIANGLE (NOTE 1) 2
i
ASPHALT B Q
FLARE
- - - - 'EDGE OF PAVEMENT -
-L - - - - -
- - = EXISTING STRIP PAVED ROAD -
---------Q-- - - - - - - - - - - - - - - - -
NOTES*
1. If intersecting a town street refer to detail 403.01 for sight distance requirements.
If intersecting NCDOT roadway, refer to NCDOT Policy on Street and Driveway
Access to North Carolina Highways.
TOWN of CLAYTON
11 I'.SF WIIII THE I'DWN0 CLAYTON STANDARD SPECIFIC.AI'ION.S ONLY
TYPICAL TOWN C&G STREET CONNECTION Nc TiISc:11c ,403.02
to CITY or NCDOT STRIP PAVED STREET IFVI ;ON Lill 11111m #
AN
20'R MIN.
VERIFY WITH
TYPE TRAFFIC
25' NOT TO SCALE
FACE OF CURB
MIN. 6'-0" OR
SHOULDER WIDTH
(WHICHEVER IS GREATER)
TYPE R7-8 RESERVED
PARKING SIGN
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WALKWAY a a ° WALKWAY
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4 ,
a a
6' MIN 5' MIN
12" STRIPE PAINTED
TRAFFIC WHITE
4" STRIPE PAINTED
I I TRAFFIC WHITE
4" STRIPE PAINTED
TRAFFIC WHITE
24"
12.5' 5.00'
17.50'
STANDARD FOR VAN ACCESSIBIE PARKING DETAIL
uemns rrovlaea oy Ar AIV uonsuung Engineers — www.appionengineers.com Uo/v0/ZUIU — y:LV:oJ AM
SIGN LEGEND:
DO NOT
0 =
ENTER
I
RAISED MOUNTABLE ISLAND
(NCDOT STD. DETAIL 852.01)
W1
R1 @ I R2
OAS
L
Tr 0
`OFFSET MIN. 4' FROM
FACE OF STREET CURB
MOUNTABLE MEDIAN
1 / - (NCDOT STD. DETAIL 852.02)
VARIES 2' MIN.
CURB and GUTTER SECTION
NOTES:
1. R1/R2: As required based on vehicle path of AASHTO Design Vehicle (i.e. P, SU,
WB -40, WB -50, WB -62, etc.) but no less than 50 feet (which is the minimum
simple curve radius for SU Deign Vehicle). For minimum radii for other Design
Vehicles, refer to AASHTO's "A Policy on Geometric Design of Highways and
Streets," latest edition. Use of 3 -centered compound curve radii are encouraged.
2. W1 - Drive width: Driveway width (minimum 24' of asphalt plus width of gutter
on each side. For 24" curb total face to face width to be 27').
3. W2 - Lane width: Width to be determined based on vehicle path of Design
Vehicle but no less than 16' face to face (SU Design Vehicle). Minimum design
vehicle to be SU.
4. All dimensions subject to approval of the Town Engineer.
TOWN of CLAYTON
11
USE WfrH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
LEFT TURN PROHIBITION CHANNELIZATION N tToScale 2403 03
AT DRIVEWAYS OR STREETS RElil', NID(TF: ISFiEf tlI
VAN VAN ACCESSIBLE SIGN
ACCESSIBLE AS SHOWN ON PLANS
RESERVED
PARKING
00
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^� PENALTY
$250
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TYPICAL WHEELCHAIR
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Not To Sralc
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RFVISIONDAIlf.
SIIL'lil'#.
RAMP — TYPE I
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TOOLED SCORE�s-
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TYPICAL
W 30
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a �.••
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12 1 000 0000./
1/2" EXPANSION ,
JOINT O C&G o
1/2- EXPANSION
JOINT o
SECTION A -A
NOT TO SCALE
(VARIES) SIDEWALK 6'-0" MIN. RAMP STD. DETAIL
TOOLED SCORE 2 402.01
"ADA DETECTABLE -0
1 MAX. WARNING DEVICES"
12:1 MAXIMUM SLOPE
UNDISTURBED SUBGRADE I—
4" THICK CONCRETE SIDEWALK / RAMP 1/2" EXP. JOINT
(2) 24"x 24" EJIW 7005PL6, CAST IRON TRUNCATED
DOME DETECTABLE WARNING PLATES OR APPROVED
EQUAL. TO BE SET FLUSH WITH THE CONCRETE AND THE
ENTIRE SURFACE BETWEEN THE MAT AND CONCRETE
GLUED WITH EPDXY CEMENT. (SEE NOTE 5)
R7 -8a
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20.37.6
COLORS
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
SIGN R7 -8D
COLORS
LEGEND & BORDER - GREEN
BACKGROUND - WHITE
HANDICAP ACCESSIBILITY SIGNS
NOT TO SCALE
TOWN of CLAYTON
ISE. Willi TIIF. TO\VN ul CLAYTON STANDARD SPECIFICATIONS ONLY
TYPICAL WHEELCHAIR
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Not To Sralc
DPT,,IL :I
, 405.02
RFVISIONDAIlf.
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RAMP — TYPE I
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1 01 2
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11 1
RETAINED SOIL I \/
8" – 12" #57 STONE j
UNIT DRAINAGE FILL
APPROXIMATE LIMITS
OF EXCAVATION
NON–WOVEN FABRIC—
GRID DEPTH –
MEASURED FROM FACE
OF WALL TO END
(LENGTH, LOCATION, AND
TYPE BY ENGINEER) —
8" MIN. CLAY
A ..
REINFORCED BACKFILL
SEE GRADING PLAN
GLUE CAP UNIT WITH
LIQUID NAILS
—FOR HOLLOW UNITS,
FILL ALL CORES
WITH #57 STONE
- PINS
r
a
1/2" _
6" .N
0
FINISHED GRADE
TOP OF FOOTING
FOUNDATION SOIL _ STONE OR CONCRETE
LEVELING PAD
SCHEMATIC SECTION OF TYPICAL GEOGRID
REINFORCED SEGMENTAL WALL RETAINING
STANDARD 1/2" SETBACK
I NOTES: I
1. Perforated PVC drainage the in stone wrapped in fabric may be required. Design engineer
to make determination if needed and location.
TOWN of CLAYTON
11 I'.SF WITII 'MIF TOWNul CI_AYTO,S S'I .AND.AKD SPECIFICATIONS ONLY
1�1 SEGMENTAL RETAINING WALLS N tT Sc.I, 4�)6.( 2
IN RIGHT-OF-WAY REVISION D.ATF SIIFF
hi 1), 21110 I of 3
0.5% MIN
ION
3" BITUMINOUS CONCRETE SURFACE COURSE,
TYPE SF 9.5B
6" COMPACTED AGGREGATE BASE COURSE
III III- o o -III =I I COMPACTED SUBGRADE
I'
LIGHT DUTY ASPHALT PAVEMENT
(ALL 18' WIDE PARKING AREAS)
N.T.5.
0.5% MIN.
lm
3" BITUMINOUS CONCRETE SURFACE COURSE,
TYPE SF 9.513
8" COMPACTED AGGREGATE BASE COURSE
III �,I I I III -I I II COMPACTED SUBGRADE
I'
HEAVY DUTY ASPHALT PAVEMENT (ALL PAV'T EXCEPT 18' PARKING AREAS)
N.T.5.
TYPICAL PAVING SECTIONS
N.T.S.
ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: [e-mail] Phone: [phone]
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TOWN OF CLAYTON PROJECT #:
2016-31—SP
FEBRUARY 1, 2016
PROJECT SUBMITTAL
AUGUST 9, 2016
REVISED SITE PLAN
OCTOBER 20, 2016
REVISED RETAINING WALLS
DECEMBER 21, 2016
REVISED STORMWATER
DATE: DEC. 7, 2016
ISSUED FOR: PERMITTING
�CONSTRUCTION
PLAN
SITE
DETAILS
C 7.0
DRAWN BY: PBARBEAU CHECKED BY: STERRY
CAROLINA LAND DEVELOPMENT
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TOWN OF CLAYTON PROJECT #:
2016-31—SP
FEBRUARY 1, 2016
PROJECT SUBMITTAL
AUGUST 9, 2016
REVISED SITE PLAN
OCTOBER 20, 2016
REVISED RETAINING WALLS
DECEMBER 21, 2016
REVISED STORMWATER
DATE: DEC. 7, 2016
ISSUED FOR: PERMITTING
�CONSTRUCTION
PLAN
SITE
DETAILS
C 7.0
DRAWN BY: PBARBEAU CHECKED BY: STERRY
CAROLINA LAND DEVELOPMENT

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SELF -TAPPING SCREWS.
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FULL WELDED CONSTRUCTION
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Post Spacing 721/2" on center 721/2" on center
72 8�" on center Advanced Powercoat'" allows Us to
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36" 48" 60" 72" Powercoat is twice the thickness and
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MIN. BUILDING
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84" 96" 108" hardness of a typical baked enamel finish.
Meets AAMA 2604-5 standards for the
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ultimate in durability and UV protection.
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from Ultrum'" 6005-T5 alloy, with a minimum
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ELEV. 01
corrosion resistant fasteners, with heads
painted to match the finish of the fence.
Ultra offers posts in a variety of thicknesses,
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accept the channel
CMU BLOCK WALL WI
fence. Designer Accessories are zinc die
GATE PIPE BOLLARD.
GATE PIPE BOLL D. "WATERFORD" STONE
METAL CAP TO MATCH
cast aluminum. All Designer Accessories are
[-CORRAL GATE. SEE
DETAIL.
VENEER TO MATCH
BUILDING. (TYP.)
_ _
UAF-200 Flat -Top UAF-250 Flat -Top UAF-201 Flat -Top
UAB -200 Flat -Top PowercoatT"' finished.
BUILDING.
with Spear with 1-%11 Spacing
Flush
Ultra Aluminum Lifetime Warranty
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Ultra Aluminum fence and railing products
are guaranteed for life against defects
in workmanship and/or materials. The
Powercoat'" finish on all fencing and railing
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by Ultra Aluminum is guaranteed for life
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against cracking, peeling or chipping.
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and a copy of thewarranty.
UAS-100 Spear Top UAS-1 0 Stageargered wAth 101 Spear
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TOWN OF CLAYTON PROJECT #:
UAS-300 Concave UAS-350 Convex UAB -400 Ultra Picket
2016-3 1 P
Note:
�, , 1� AOMA POWDER
Mneric ���� COATED t4
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All materials for the dum ster enclosure shall match building.SOO
Am.r,�.nFe"°e ;:- ; TOUGH'
Association,
FEBRUARY 1, 2016
ULTRAFENCE.COM 800.656.4420
UA 0510/11
ELEV.
01
ELEV.
02
PROJECT SUBMITTAL
Note:
AUGUST 9, 6
REVISED SITEOPLAN
A decorative fence shall be provided, in place of the
proposed black vinyl coated chain link fence, along the
OCTOBER 20, 2016
eastern property line adjacent to the Waffle House and Grand Plaza shopping center.
REVISED RETAINING WALLS
SECURITY FENCE
DECEMBER 21, 2016
REVISED STORMWATER
Free Reverso en Espanol
PARTS LIST FENCE COMPONENTS
ITEM #'S FOR SIZE
-SPECIFIC COMPONENTS
PLAN YOUR FENCE BELOW
#1 DIG& SETTERMINAL POSTS
#3 MOUNT FITTINGS TOTERMINAL POSTS
#6 STRETCH FENCE FABRIC
1 2 3 4 5 6 7
8 9 13
DESCRIPTION
CHAIN LINK FABRIC
4 FT FENCE 5 FT. FENCE 6 FT. FENCE
552272 552278 552281
Ste 1
P
Dig holes for terminal posts (comer, end and gate) at the marked locations. With chalk,
Step 1 END/GATE CORNER
Remove string. After concrete TERMINAL POST POST
Step 1
Fence fabric should be stretched from the terminal post already attached, toward
mark the grade (ground line) on the terminal posts. Measuring from the top down, add
has hardened, slip tension POST CAP
the opposite terminal post. Insert tension bar approximately 5ft. from the terminal
♦ Merchants Metals
TERMINAL POST
552277 552280 552283
2 in. to the height of the fence fabric and mark post. (Height of fence + 2 in. = grade
and rail end bands on terminal
post and attach fence stretcher to bar. (FIG. 9)
thefirst 72GiY/'l2 infence SOI1.lt10725
LINE POST
552276 552279 552282
mark).
FIG.2
Step 2 -
posts. RAIL END
CUP /
Step 2
Mix concrete per manufacturer's specifications. -2 in.
Step 2 /
RAIL END
The tension bands (flat side BAND
B
As you stretch the fabric, test it for tension (it is stretched enough when it gives
slightly). After fence fabric is sufficiently tight, remove the excess fabric. (FIG. 8)
TENSION BAR
92173 92174 92175
Caution: Too much water can weaken concrete and 1
out) should be spaced evenly.
Insert a tension bar and connect to the post with tension bands and nuts & bolts.
WALK GATE
92189 or 85221 235 92591
may cause cracking.
Do not spread or distort bands.
All bolt heads for tension bands
Then fasten the fabric with tie wires, spaced approximately 12 in. apart on line
posts and 24 in. apart on top rail. (FIG. 10) Proceed to tighten all nuts & bolts.
HEIGHT
Ste 3 OF
are on the outside of fence and
FIG. 10
DRIVE GATE
92146 or 92162 236 92592
Place posts in holes and fill with concrete, completely FABRIC ENCE
the threaded ends are on the TENSION
inside.
FIG.9
t6 to t1
tz 14
surrounding the posts. Use a level to ensure posts GRADE
BANDSare
DIYCHAIN LINK
1. GATE FORK LATCH 6. RAIL END CUP
11. TENSION BAR
a trowel to crown the top of footer 1 MARK
1
Step 3
for drainage. ageUse
Next, install terminal post caps.
2. GATE POST HINGE 7. TENSION BAND
12. LINE POST
• •
1 ~
(FIG. 6)
FENCE PLANNING
3. GATE FRAME HINGE 8. LINE POST CAP
13. TOP RAIL
Ste 4
p 18 in. -24 in. CROWN
fence
FIG.6
4. RAIL END BAND 9. TIE WIRE(S)
14. FABRIC
❑CHALK
❑ PLIERS ❑STRING
Look down the line to ensure the posts are
straight. Adjust alignment as necessary. (FIG. 2) 1
AND PURCHASING
5. TERMINAL POST CAP 10. TERMINAL POST
16. WALK GATE
❑ CONCRETE
❑ POST DRIVER ❑ TAPE MEASURE
Bin.
MATERIALSCHECKLIST
❑FENCE STRETCHER
(IF DRIVING POSTS) ❑TROWEL
Note: For exact diameter and depth of terminal posts,
consider climate and local soil conditions. Maximize
❑ HACKSAW OR PIPECUTTER
ii POST HOLE DIGGER ❑ WHEELBARROW
footer size on gate posts. T POST L
• ' RAIL
ITEM NAME ITEM # DESCRIPTION Li HOE Li SHOVEL ❑ 112 IN. & 3116 IN. WRENCH
1 GATE FORK LATCH 92583
1 per Walk Gate
❑ LEVEL
❑ STAKES (OR CRESCENT WRENCH)
;POSTSInstall
the line post caps (A & B). They are set with the flat side toward the outside
�'
1 per Drive Gate
of the fence. The end of the top rail fits into the rail end cup attached to the terminal
GATE POST HINGE
Z1p� 5557
2 per Walk Gate and 4 per
Step 1
post (E). Join the top rail together by sliding the small ends into the large ends
(C). Go to next terminal post, measure carefully and cut top rail to fit. Then, with
'GATES
(w/bolt)
Drive Gate
DATE: DEC. 7, 2016
LINE � � �
� �
Remove the string from the stakes and tie it around the terminal posts, keeping the
rail end turned up ata 45 degree angle, place top rail into rail end cup (D) and
Ste 1
P
3 e GATE FRAME HINGE 5512
(w/bolt)
2 per Walk Gate and 4 per
Drive Gate
Stakes String Line Line Posts Stakes
string on the outside of the post and 4 in. below the top of the post. Be sure the
concrete has hardened enough so that the posts remain plumb. (FIG. 3)
snap down for a snug fit.
A ate post hinges to desired ate post. To prevent ate from being removed,
Apply 9 P 9 9 P P 9 9
ISSUED FOR: PERMITTING
4 RAIL END BAND 92179
1 Tension Bar
T= distance between terminal posts L= distance between line posts
1\ I //
FIG' 7
the bottom hinge pin should point up and the top hinge pin should point down.
Loosely tighten bolts.
5 TERMINAL POST CAP 92186
6 RAIL END CUP 13/8 in. 552266
per
1 per Terminal Post
1 Tension Bar
T -L T -L
30 ft. -loft. 46 ft.-sft.2in.
T -L T -L T -L T -L
Bzft. -8ft. 10 in. 78 ft.-sft.sin. 94 ft. -9ftsin. 110ft.-10ft.
/ Corner Post
Gate Post
FIG. STRING LINE =4 in.
FROM TOP OF
TERMINAL POSTS
FIG.4
Step 2
Apply gate frame hinges to gate frame. Loosely tighten bolts. Hang gate in place
at least 2 in. from the to ensure adequate clearance. Tighten bottom
CONSTRUCTION
per
31 ft. 7 ft. 9 in. 47 ft. 9 ft. 5 in.
63 ft. 9ft. 79 ft. 9 ft. in. 95 ft. 9 ft 6 in. 111 ft. 9 ft. 3 in.
Drive Gate Line Post
ground ground
bolts, then adjust and tighten top bolts.
a
1 less than height of
- -
- - - -
HOLE
7 TENSION BAND 92176
LINE POST CAP
fence per tension bar
32ft-8ft. 48 ft.-9ft.7in.
64 ft.-9ft.1in. 80 ft. -10 ft. 96 ft.-9ft.7in. 112t-9ft4in.
Gate Post
\ walk Gate
Gate Post Corner Post
T T
T
A B C D E
Step 3
Position gate fork latch at convenient height and tighten all bolts securely.
' PLAN
8 92188
1518in.X13/8in.
1 per Line Post
33ft-8ft3in.49ft.-9ft.9in.
65ft.-9ft.3in. 81 ft. 97ft.-9ft.8in. 113ft-9ft5in.
,,
TERMINAL LINE LINE TERMINAL STRING PosT
POST POST POST POST
GATE FRAME GATEPOST
ALUMINUM CUT TIE
9 92165
WIRE
1 per 12 in. of Line Post
1 per 24 in. of Top Rail
34ft-8ft.6in.50ft.-10 ft.
661L-9ft.5in. 82ft.-9ft.1in. 981-9ft.9in. 114ft.-9ft.6in.
Gate Post une Post FIG. 1
Step
:
HINGES HINGES
Measure the distance between terminal posts. Using the
10 TERMINAL POST 23/8 See chart
1 per Corner or End Post
35 ft.-8ft.9in. 51 ft.-816in.
678-9tt.71n. 83 ft. 99 ft.-9ft 10 in. 115 ft.-9ft7in.
line post spacing chart, determine the location of each line FIGS
After assembling framework, unroll fabric along fence line starting at a terminal
A STEP-BY-STEP METHOD
in. O.D.*
2 per GateLAYOUT
post. If setting posts in concrete, mark and dig the line post
post. If more or less fabric is needed, an additional amount can be added or
11 TENSION BAR See chart
1 per End or Gate Post
36t -9t 52ft.-8ft.8in.
68ft.-9ft.8in. 841L-9ft.4in. 10oft.-loft. 116t-9ft8in.
CALL BEFORE YOU DIG:
holes. Make sure the hole is off -centered on the string line i
so that 2/3 of the hole is on the inside of the string. (FIG I-2in
removed as shown (FIG. 8). Fabric should be on outside of all posts with edge at
to and loose) attached to the to rail b tie wires. Slide tension bar through the
P Y P Y 9
FOR INSTALLING YOUR OWN
LINE POST 1 518 in.
2 per Comer Post
Divide footage
37ft-9ft.Sin.53tt.-8ft. 10 in.
69 ft.-9ft. 10 in. 85 ft.-sft.sin. 101 ft.-9ft.2in.117ft-9ft.9in.
Determine property line and fence layout as
illustrated. (FIG. 1) Starting 4 in. inside the property Contact local utility
4) If driving line posts, mark post location with a stake.
HEIGHT
diamonds at the end of the fabric and attach to terminal post using tension bands
SITE
CHAIN LINK FENCE
12 O.D. See chart
total of
fence by 10 and round up.
36ft-9ft6in.54 ft.-9ft.
70 ft. -10 ft. 86 ft.-9tt.7in. 102 ft. 10 in.
lines to avoid encroaching on adjacentproperty,com anies or call 811
9 1 p
OF
Step FENCE
with nuts and bolts.
GATEFORK<
TOP RAIL 10ft.6 in. X 1
13 85193
318 in. O.D. SWEDGED
Divide total footage of
fence by 10 and roundup.
39ft.-9ft9in. 55 ft.-9ft.2in.
71 ft.-8ft.9in. 87ft.-9ft.8in. 103 ft.-9ft.4 in. 1191.9ft 10 in.
drive in stakes to establish the fence layout. Run to confirm the location
a strip around the stakes to mark our fence line of underground cables
9 Y
and measure to determine quantity of chain link or pipelines.
Mark the grade (ground line) on the line posts. Measuringfrom FABRIC
the to town, subtract2 in. from thefabric height and mark line
P 9
posts with chalk. (Height fence fabric -2 in. =grade mark). GIDE
FIG.8
To REMOVE fabric: Unbend the top
LATCH
o
DETAILS
4 FABRIC 50 PER ROLL See
Divide total footage of
40fL-10ft. 56ft.-9tt.4in.
72ft.-9ft. 88ft.-9tt.9in. 104ft.-9ft.5in.120ft.-10ft.
fabric and components required.
(FIG. 5) l MARK
& bottom ends of wire at the desired
A„ Merche
- chart
15 in. X 1 1/4 in, 92580
fence by 50 and round up.
1 per Tension and
41 ft.-8ft2in. 57 ft.-9ft.6in.
73ft.-9#.zin. 89ft.-9ft. 10 in. 105 ft.-9ft.6 in. 121 ft.-9ft.3 in.
LOCATEIf
T
Step I RC�wN
setting posts, place posts in the hole on the inside of the 18in:, in
location. Twist this wire in a corkscrew
fashion until it comes completely apart.
ItsMetals
thefirst name in fence solutions
CA
CARRIAGE BOLT Rall End Band strip line and fill with concrete. Use a trowel to crown the To ADD fabric: Remove end wire from 877.767.1105
9
16 WALK GATE See chart
See items 1, 2, & 3 above for
42ft-8ft5in. 58 ft.-9tt.8in.
74tt.-9tt.3in. 90tt.-10 ft. 106 ft.-9ft.7in. 122 ft.-9ft.4in.
Mark the location of each terminal post (corner, end and gate posts are called terminal
Note: Set Gate Posts to dimensions
footer for drainage. Check with level to ensure the posts are
keeping the top the line the Bin.
one end of fabric FIG. 8 , then fasten
( )
both sets together with the wire you just
www.merchantsmetals.com
gate fittings requirements.
43 ft. -8ft6in. 591L-9ft.10in.
75ft.-98.4in. 9111 -9ft 1 in. 10711 -9ft:8in. 12311 -9ft.5in.
posts) with a stake. exact of standard gates
plumb, of post even with string.
LINE POST
MINIM
17 DRIVE GATE See chart
See items 1, 2, & 3 above for
gate fttingsrequirements.
44 ft.-8ft.9in. 60 ft. -10 ft.
76 ft.-9ft.6in. 92 ft.-9ft.2in. 108ft.-9ft.9in.124ft.-9ft.6in.
below. All gate hardware has been included in measurements for gate openings.
(FIG. 3) Caution: Grade line must never be buried.
removed b using the same corkscrew
Y 9
Additional items available b special order.
y p
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Standard Gate Opening Widths
Note: If not setting posts, drive posts into ground at marked
'©201t by Merchants Metals, All rights reserved.
Lets Build Something Together
* Terminal posts are also referred to as Corner posts, End posts and Gate posts
depending on their use.
45ft-9ft 611L-9ft.8in.
77ft.-9ft.7in. 93ft.-9ft.4in. 109ft.-9ft.10in. 125ft.-9ft.7in.
Walk Gate: 39 in., 42 in. or 48 in.
Drive Gate: 10 ft. or 12 ft.
locations. Look down fence line to ensure the posts are in
alignment (straight), adjust as required.
Note:hod You
Note: You may need to remove a 2nd wire
on the same end to attach the 2 sections.
Lowe's, the gable design, and Let's Build Something Together
MM 285 LDivz 2/ 11 trademarks LF, LLC;
are of all are used with permission.
Note.
DRAWN BY: PBARBEAU CHECKED BY: STERRY
Black vinyl coated chain link fencing to be used where decorative fencing is not used.
ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: [e-mail] Phone: [phone]
CAROLINA LAND DEVELOPMENT

PART
MANUFACTURER MODEL Cat. No.
METER
CAPITOL FOUNDRY MBX-5A
BOX
OR APPROVED EQUAL
METER
FORD / VBHH-77-18BHC-11-77 (STD. 18" RISE)
SETTER
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Ill 11
METER W/18" RISE) OR APPROVED EQUAL
METER
PROVIDED & INSTALLED BY CONTRACTOR
UNDISTURBED
SUBGRADE
IN ACCORDANCE WITH TOWN SPECIFICATIONS
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SEE SHEET 2 OF 2
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IN LID oa
"TOWN OF CLAYTON"
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PLAN VIEW
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uISTURBED EARTH 111, x
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2. Meter must be level
across meter connections.
TOWN of CLAYTON
3. Ensure positive surface grade away from vault.
USE WITH THE TOWN of CLAYTON
STANDARD SPECIFICATIONS ONLY
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TOWN of CLAYTON
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
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• TOWN of CLAYTON
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TOWN of CLAYTON
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
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NOTES: BEDDING SEE DETAIL 531.01
1. The full length of the service trench shall be '
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2. Solvent cement for pvc pipe and fittings to be ASTM D-2564
3. PVC wye, bend, lateral, & clean-out assembly must be bedded in #57 stone.
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4. 6 inch service connections to manhole only, using core and a rubber boot.
ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: [e-mail] Phone: [phone]
Uetalls Vrovwaea by A"IAN Lonswting tnglneers - www.opplonenglneers.com un/u0/2UIU - IU:n4:,% AM
VARIES (SEE MANUFACTURER) VARIES (SEE MANUFACTURER)
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• TOWN of CLAYTON
to USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
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SITE PLAN
SCH 40 PVC
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SERVICE LATERAL
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PIPE CROWN
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BACKFILL UNDER
SADDLE WITH No. 57 STONE. -
INVERT SECTION VIEW
NOTES:
1. Existing mains only. - New construction must use In -Line Wye.
• TOWN of CLAYTON
to USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
040 • LATERAL SADDLE INSTALLATION NtToS ale 253302
DETAIL FOR PVC PIPE REVISIONDATE: SHEET#:
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AUGUST
9, 2016
REVISED
SITE PLAN
OCTOBER
20, 2016
REVISED
RETAINING WALLS
DECEMBER
21, 2016
REVISED
STORMWATER
DATE: DEC. 7, 2016
ISSUED FOR: PERMITTING
CONSTRUCTION
PLAN
UTILITY
DETAILS
C
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DRAWN BY: PBARBEAU CHECKED BY: STERRY
CAROLINA LAND DEVELOPMENT

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Drainage Structures Notes:
Unless more stringent requirements are called for on referenced NCDOT standard details,
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C06.01 & 633.03. TOP TO �� I
the following shall apply:
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CAPITOL FOUNDRY DI -840.03
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READ "STORM" & "DRAINS
TO WATERWAY"
(2) #4'S
1. Boxes may be reinforced masonry, masonry, precast concrete or cast -in-place reinforced
concrete.
OR EJIW V4066-1
FRAME, COVER & HOOD
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2. Any non-standard box (non-standard meaning not shown in this manual), is to be designed
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PRECAST MANUFACTURER OR 2^ & DETAIL 634.02
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3. The maximum height of an un -reinforced masonry drainage structure with 8" walls shall be
M.A. INDUSTRIES Z
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C06.04. MUST MEET OSHA
limited to 8'-0" from invert of the outlet pipe to the top of the casting. Depths greater than
SEE DETAIL C06.04 a
(MUST BE 16' WIDE,9q��12/22016
2
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REQUIREMENTS.
W-0" shall have walls 12" thick. Basins over 12' In total depth shall be designed b a NC
1/4" COMPOUND p g y
EXPANSION MATERIAL Professional Engineer and approved by the Town Engineer. Four inch walls are not
INSTALLED TO BE 7" FROM
FACE OF WALL TO BACK OF
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DRAINS
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depth exceeds 8 ft.
15" OF CLEARANCE MUST BE ° MAXIMUM 8'-0"
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FROM CENTER OF STEP TO WITHOUT ENGINEER'S
OUTSIDE OF BOX APPROVAL
CONCRETE FES i TO THE GROUND
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on non -pipe walls. Steps shall meet OSHA requirements.
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6. Mortar in mason boxes is to be a M.
masonry type
SEE NOTES
7. Clay brick structures are not allowed.
FOR PRECAST BOXES,
JOINTS TO BE SEALED
BEDDING SEE sl
NCDOT STD. DETAILS �� i I'
�F �I��I I
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8. Concrete pipe Is t0 be minimum CIBSS III.
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JOINT SEALANT ,,=:;, ;
300.01 & 300.02 -
TYPICAL FOR VIII Illi
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FABRIC
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9. Concrete building brick is to meet ASTM C-55, Grade N, Type 1 and must be NCDOT
UNSUITABLE SUBGRADE �
SEE STD. DETAIL C01.02
Standard.
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EXTENDED BASE
10. All cast -in-place or precast concrete drainage structures located in paved areas accessible
P
APRON
FILL OPENING WITH GROUT
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to truck loadings to be designed to meet AASHTO HS 20-44 loading. See manufacturers
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PER DETAIL 639.01
POURED 3000 details for wall, top and bottom thickness.
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NOTES 11. Inside of boxes shall allow for 6" of clearance on both sides of pipe. The dimension shown
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SEE DETAIL 639.01 WASTE I
DRAINS TO
WATERWAYS
L q
FORMED
P.S.I. CONCRETE
FOR PIPE CONNECTION
NOTE 2
1. Use either concrete building brick - INVERT DETAIL 639.01
EXTENDED BASE on the structures in this manual are minimum dimensions. For boxes with greater
AND FORMED INVERT PRECAST CONCRETE EJIW
MADE IN USA
hhh--------1111
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ASTM C55, grade N, type 1 or clay brick - ASTM C32, grade MS.
2. Mortar to be type M.
dimensions, either corbel walls, add a reinforced concrete top slab or lengthen box by
& frames. Top bottom to be designed by NC
CONSTRUCTION CONCRETE BRICK Box
Box SHOWN SHOWN °
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3. Concrete pipe to be class III.
adding additional grates and slabs
Professional Engineer and approved by the Town Engineer for H2O loading.
NOTES 3'
NCDOT 840.03 HOOD
4. Reinforcingshown is adequate for a maximum clears an of 4'
q P
PSF live load top traffic). NCPE to design for
based on 200 12. Maximum horizontal span of an 8" thick wall shall not exceed 8' for boxes of 8 feet or less in
loads &
1. Use either concrete buildin brick - ASTM C55, rade N,
9 9
type 1 or clay brick - ASTM C32, MS.
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plus weight of (Non spans
depth and 10 feet for boxes 12 feet or less in depth.
grade
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that are greater.
2. Mortar to be type M.
YP
5. Precast boxes to conform to latest ASTM C-913.
3. Concrete pipe to be class III
6. All boxes over 3'-6" in depth shall be provided with steps (12"
O.C.).
4. Precast boxes to conform to latest ASTM C-913
W o W
7. Provide 2' diameter opening and additional edge & diagonal reinforcing
in
5. Precast boxes concrete strength to be a minimum 4,000 PSI at 28 days
concrete top at Manhole frame access.
6. See detail 634.02 for miscellaneous notes.
NOTES
W N
8. Top of precast box to be field adjusted using methods outlined
in specifications.
7. Top of precast box to be field adjusted using methods outlined in specifications.
9. This detail is a representation of the minimum standards for Town of Clayton
8. This detail is a representation of the minimum standards for town of Clayton NOTES:
1. Initial course of rip rap to be laid in excavated bed at side slopes.
Rip -rap
^
manhole junction box. Refer to NCDOT Std. Details 840.00, 840.31,
840.32, 840.34,
combination curb opening inlet & catch basin. Refer to NCDOT Std. Details 840.00,
is not to be laid on top of grade of side slopes.
840.45, 840.46, 840.51, 840.52, & 840.53 for additional details
and requirements.
840.01, 840.02, 840.03, 840.45, & 840.46 for additional details and requirements. 1. See detail C06.01 for addition frame & cover detail.
2. Comply with NCDENR Land Quality minimum requirements.
' • TOWN of CLAYTON 0 TOWN of CLAYTON
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY USE WITH 771E TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
its
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TOWN of CLAYTON
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
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TOWN of CLAYTON
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
TOWN of CLAYTON
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
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TYPICAL BOX
SCALE: DETAIL
'�" DRAINAGE STRUCTURES Scale
q„ SCALE: DETAIL# �
TYPICAL CATCH BASIN AND
STANDARD STORM SCALE: DETAIL#
�
END OF PIPE
SCALE: DETAIL#
JUNCTION
N ale z63401 Not To z 34.02
Not To Scale z 633.02
Not To Scale z 633.03
Not To Scale z 636.01
DETAIL
REVISION DATE: SHEET#: REVISIONDATE: SHEET#:
July, 201Q "f , NOTES July, 2DID 1 of I
REVISION DATE: SHEET#:
CURB INLET WITH HOOD July,2010 I of 1
REVISION DATE: SHEET#:
DRAINAGE COVERS July. 201D 1 "f t
TREATMENTS
REVISION DATE: SHEET#:
July, 2010 1 of 1
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CONSTRUCTION SPECIFICATIONS
>-
(SKIMMER SEDIMENT BASIN)
x
1.
Clear, grub and strip the area under the embankment of all vegetation and root mat. Remove all surface soil containing high
amounts of organic matter and stockpile or dispose of it properly. Haul all objectionable material to the designated disposal area.NS
--------°-----
--1 o Z U
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place temporary sediment control measures below basin as needed.
a
Plan View
2.
Ensure that fill for the is free
i
i i ° °
00
material embankment of roots, woody vegetation, organic matter, and other objectionable material.
place the file in lifts not to exceed 9 inches, and machine compact it. Over fill the embankment 6 inches to allow for settlement.
a •
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SIDE VIEW
T r- N O
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Inflow d
3.
Shape the basin to the specified dimensions. Prevent the skimming device from settling into the mud by excavating a shallow pit
-' �°-, '- a T -.
TOWN OF CLAYTON PROJECT #:
structure
under the skimmer or providing a low support under the skimmer of stone or timber.
'
2016 -31 -SP
4.
Place the barrel (typically 4 -inch schedule 40 pvc pipe) on a firm, smooth foundation of impervious soil. Do not use pervious
FRONT VIEW
�
�f
material such as sand, gravel, or crushed stone as backfill around the pipe. Place the fill material around the pipe spillway in
- ALL CONCRETE TO BE 4,000 PSI -
j
FEBRUARY 1, 2016
4 -inch layers and compact it sunder and around the pipe to at least the same density as the adjacent embankment. Care must
PROJECT SUBMITTAL
be taken not to raise the pipe from the firm contact with its foundation when compacting under the pipe haunches.
m
OUT DIA.
Skimmer
I'
AUGUST 9, 2016
dewatering Emergency
device
5.
Assemble the skimmer following the manufacturers instructions, or as designed.
a
REVISED SITE PLAN
spillway
6.
Lay the assembled skimmer on the bottom of the basin with the flexible joint at the inlet of the barrel pipe. Attach the flexible joint
INSIDE DIA.
t ` -
� ---
�- - -�
Average Rren •
to the barrel pipe and position the skimmer over the excavated pit or support. Be sure to attach a rope to the skimmer and
OCTOBER 20, 2016
,
Width w L
anchor it to the side of the basin. this will be used to pull the skimmer to the side for maintenance.
REVISED RETAINING WALLS
' Area ofbasmwcitersurface or baffles
tap of prmclpol spillway elevation
7.
Earthen spillways - install the spillway in undisturbed soil to the greatest extent possible. The achievement of planned elevations,
a
DECEMBER 21, 2016
REVISED STORMWATER
grade, design width, and entrance and exit channel slopes are critical to the successful operation of the spillway. The spillway
a 115'a 135:
should be lined with laminated plastic or impermeable geotextile fabric. the fabric must be wide and long enough to cover the
° ^
bottom and sides and extend onto the top of the dam for anchoring in a trench. The edges may be secured with 8 -inch staples or
1' Freeb-0ard Embankment
pines. The fabric must be long enough to extend down the slope and exit onto stable ground. The width of the fabric must be
° a
Structure fles
I% I/
one piece, not joined or spliced; otherwise water can get under the fabric. If the length of the fabric is insufficient for the entire
length of the spillway, multiple sections, spanning the complete width, may be used. The upper section(s) should overlap the
----------I
<--- - - -- -- °----t----"---47-71 -----------
lower section(s) so that water cannot flow under the fabric. Secure the upper edge and sides of the fabric in a trench with staples
m'"g e• m•Jn r lewntion f
or pines. (Adapted from "A Manual for Designing, Installing and Maintaining Skimmer Sediment Basins." February, 1999.J.
TOP VIEW
rr�r, n .I ay
Faircloth & Son.).
E rgency
Filter fabric S ,Ilway
8.
Inlets - discharge water into the basin in a manner to prevent erosion. Use temporary slope drains or diversions with outlet
NOTES:
Sediment Cross-on
srarage zone
protection to divert sediment laden water to the upper end of the pool area to improve basin trap efficiency (References: Runoff
1. This detail is a representation of town of Clayton typical end/head wall for a
View
ew
Control Measures and Outlet Protection).
single pipe at 90' to wall. Refer to NCDOT std. details 838.21 ,
838.22, 838.27,
Figurefi.64c Example of a sedan" tiasln win a sIdminQt outlet and emergency spi6vay. From Pennsylvania
838.28, 838.33, 838.34, 838.39, 838.40, 838.45, and 838.80.
Other wall material
Eroslon and sediment Pollution Control Manual, March, 20W.
9.
Erosion control - construct the structure so that the disturbed area is minimized. Divert surface water away from bare spots.
& flare configurations may be used with approval of the Town
Engineer.
Compete the embankment before the area is cleared. Stabilize the emergency spillway embankment and all other disturbed
TOWN of CLAYTON
Rev. 5113
areas above the crest of the principal spillway immediately after construction (References: Surface Stabilization).
-�+� USE WITH THE TOWN.f CLAYTON STANDARD SPECIFICATIONS ONLY
ipr Is
b.b4.7
10.
Install porous baffles as specified in practice 6.65, porous baffles.
TYPICAL HEADWALL
• ,
SCALE: DETAIL #
Not To Scale z636.0636.0 2
WINGWALL, &SPLASH PAD
REJ ly 2010TE: 1 H off
11.
After all the sediment-produing areas have been permanently stabilized, remove the structure and all the unstable sediment.
smooth the area to blend with the adjoining areas and stabilized properly. (References: Surface Stabilization).
TYPE OF SKIMMER
AnnAsaemely FAIRCLOTH SKIMMER
- -
�- '!' Endosire
MAINTENANCE SPECIFICATIONS
(SKIMMER SEDIMENT BASIN)
DATE: DEC. 7, 2016
water Entry
1.
Inspect skimmer sediment basins at least weekly and after each significant (one-half inch or greater) rainfall event and repair
ISSUED FOR: PERMITTING
PERSPECTIVE VIEW unit
immediately. Remove sediment and restore the basin to its original dimensions when sediment accumulates to one-half the height
PVC W PVG Vent
Cap PVCEIbnw Pipe s �le
oe
of the first baffle. Pull the skimmer to one side so that the sediment underneath it can be excavated. Excavate the sediment from
the entire basin, not just around the skimmer or the first cell. Make sure vegetation growing in the bottom of the basin does not
hold down the skimmer.
CONSTRUCTION
Water Sur -ace
.: _ �• PVL End
2.
Repair the baffles if they are damaged. Re -anchor the baffles if water is flowing underneath or around them.
PLAN
Schedule 40
.
pvc tee PVC pipe PVC Pipe
s" Holes in PVC tee Orifrce
3.
If the skimmer is clogged with trash and there is water in the basin, usually jerking on the rope will make the skimmer bob up and
Underside Flexible Pla1e
down and dislodge the debris and restore flow. If this does not work, pull the skimmer over to the side of the basin and remove the
Hose
e
debris. Also check the orifice inside the skimmer to see if it is clogged; if so remove the debris.
STORM
Bottom Surface
4.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and the obstruction cleared with a plumber's snake or by
END VIEW FRONT VIEW
flushing with water. Be sure and replace the orifice before repositioning the skimmer.
5.
Check the fabric lined spillway for damage and make any required repairs with fabric that spaces the full width of the spillway.
DRAINAGE
Figure C64a schematic of a skimmer, from Pennsylvania Erosion and segment Pollunoncontrol Manual,
Check the embankment, spillways, and outlet for erosion damage, and inspect the embankment for piping and settlement. Make
Ma'd'' 2ooa.
all necessary repairs immediately. Remove all trash and other debris from the skimmer and pool areas.
e
DETAILS
6.
Freezing weather can result in ice forming in the basin. Some special precautions should be taken in the winter to prevent the
skimmer from plugging with ice.
•
C l.3
DRAWN BY: PBARBEAU CHECKED BY: STERRY
ADDRESS: 1000 NORTONBRIDGE
ROAD, RALEIGH, NC 27603 EMAIL: [e-mail] Phone: [phone]
CAROLINA LAND DEVELOPMENT

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90
NOTES:
2
Q LICENSE
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1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE
4
50' MINIMUM
NOTES:
C-2743
PROTECTED BY FENCING, AS ILLUSTRATED.
TOP RIM OF DITCH MINIMUM
BUT SUFFICIENT TO KEEP
_ _
SEDIMENT ON SITE
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
tion �P
2. INSTALL TREE PROTECTION FENCE AT TREE DRIP
II-- II-III=III-III=1"
CONSTRUCTION ENTRANCE IS USED.
'p H CARO'
LINE OR AT EDGE OF DISTURBED AREA, AS SHOWN
STEEP CUT OR FILL SLOPE III=III=III=11'
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS
F/GH
ON PLANS, PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
'-
=
2 1 SLOPE
11=11
NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN
NOT
THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING
THE PUBLIC ROAD.
,
3. SPACE TREE PROTECTION ZONE SIGNS A MINIMUM
-III=III- (MAXIMUM)
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO
�,���,,
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O i
OF ONE EVERY 300 FEET. THE SIZE OF EACH
_ '
III=III=
25' OR WIDTH OF
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SIGN MUST BE A MINIMUM OF 2' x 2' AND BE
-III=IIII-"'
=III-II NOTE:
EXISTING
2"-3" STONE TO BE USED PROPOSED STREET,
THE PUBLIC ROAD, THE GOVERNING AUTHORITY WILL CLEAN THE
•' �,'.
Q
Li VISIBLE FROM BOTH SIDES OF THE FENCE.
Q THE SIGN MUST CONTAIN THE FOLLOWING
CROSS SECTION A-A STABILIZE DIVERSION DITCH WITH TEMPORARY
SEEDING AND EROSION CONTROL NETTING.
ROADWAY
WHICHEVER IS
(SURGE STONE OR RAILROAD BALLAST) GREATER.
AREA AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON AS
INDICATED ON THE FINANCIAL RESPONSIBILITY FORM.
�'•
_ a SEAL r
0
o LANGUAGE IN BOTH ENGLISH & SPANISH:
"TREE PROTECTION ZONE, KEEP OUT".
FENCE MATERIAL:
3 . THERE SHALL BE NO STORAGE OF MATERIAL
\
\\\
BI
ORANGE, UV RESISTANT
Z Q WITHIN THE BOUNDARIES OF THE TREE PROTECTION
O
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HIGH TENSILE STRENGTH
Q FENCING.
UPSLOPE TOE POSITIVE GRADE 1.0% MAXIMUM
PLAN VIEW
12�2�2o7e
POLYETHYLENE LAMINAR p
BARRICADE FABRIC
W 4. TREE PROTECTION FENCING SHALL BE MAINTAINED
ATTACH SIGN o THROUGHOUT THE DURATION OF THE PROJECT.
TO POST
SIDE SLOPES
NEW
CONSTRUCTION
2 : 1 (MAXIMUM) TOP RIM OF DITCH 2' MIN.
50' MINIMUM
Mo
EXISTING ROADWAY
4'-0"
PROTECTION C�(](]
ZONE �=CDCD MINIMUM
KEEP
�{ W�q
GRADE
STEEP CUT OR FILL SLOPE
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II II II II II
GEOTEXTILE FABRIC UNDER STONE
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4'-0" O.C. jOPLAN
VIEW
CROSS SECTION
•
MINIMUM
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1.33 Ibs/LF STEEL POST
W o a
TREE PROTECTION FENCE
STANDARD TEMPORARY DIVERSION DITCH
STANDARD CONSTRUCTION ENTRANCE
W
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UPSTREAM END OF OVERFLOW
CONCRETE BLOCK
UPSTREAM END OF 11
STORM DRAIN
DEWATERIAV
_ _ _ _ T.
STORM DRAIN III=III-1"
w
GALVANIZED HARDWARE WIRE
.=III=III=
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- I=111-
I I1=1I I III-
1/3 PIPE
EXTENDS TO TOP OF BOX
STANDARD METAL POSTS 2'-0" IN GROUND
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CONSTRUCTION SPECIFICATIONS —o%o
111
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° °
°
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LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON q$ (� o O
ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL DRAINAGE. p O
THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 q' ° "O
INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE 0
��
— — — —°— —
3/4" EXTERIOR PLYWOOD �> _ 111111/11 "-"'=III III=III=III=III=III 11=III=ITI--
� ''=1 HII-III �IIHII
— -III
BURY BOTTOM
j� o
i
THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE 6
—� o 9 —
OF PLYWOOD PLYWOOD INLET PROTECTION
NOTE:
w
W 3 O
o
°
STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID
o
ALL PARTIALLY COMPLETED STORM DRAINS, UP
. O
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE ODC03)600 Cd'b G:)
LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING
TO 24" PIPE SIZE, SHALL BE PROTECTED AT
3 U
451
�- —�
THE END OF EACH DAY IN ACCORDANCE WITH
x
H_oS
88o
2x4 WOOD STUDS THROUGH BLOCK OPENINGS.
2x4END
STEEL FENCE
POST OF
THESE DETAILS.
x
0 H
°°°° °C' , 0
GRAVEL FILTER
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE
(TYPICAL)
STORM DRAIN
u" O
xo U
9%o O
Q�1.=III=III=
MESH WITH 1/2 INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
-
I-111111111
- - - -
III=1"
Illi II;
UPSTREAM END OF
STORM DRAIN OVERFLOW
w Z
v z O
p
0"
°
°°°
(� o O
b
3. USE CLEAN GRAVEL, 3/4 TO 1/2 INCH IN DIAMETER,
PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON A
711= III
1/3 PIPE
a a x
o O
�,100 o
2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN TEMPORARY SEDIMENT WIRE SCREEN
_III 1=1
III IIIII
DIAMETER
,
TOWN OF CLAYTON PROJECT #:
•
2016-31-SP
Q�Q0 GRADE. DOT #57 WASHED STONE IS RECOMMENDED. POOL ° °
� �° WASHED STONE FILTER III IIIII_ < a d, a
—� ° b' III- "° a° a WASHED STONE FILTER
•
ACROSS PIPE INLET
a ° ° ACROSS PIPE INLET
•
GRAVEL FILTER
III-
a
1' MINIMUM __ d 16"
2' MAXIMUM SEDIMENT .�•
HARDWARE CLOTH
II-II
III-
I1-I
<
FEBRUARY 1, 2016
- •
°
111=
- - - - -
- - - -
11=III=III=III=III=III=III=III= _
PROJECT SUBMITTAL
WASHED STONE PLACED TO A HEIGHT
-I I •
- -_ - - I TI f- - I I I'-i
-1 I= 1= = 1=1 = I-1 I-I
1=1 I-III- I-I 11-
III=III-III 1-
1- I-III=1 I- 1=1 1=1 1=
I-1 11-1 I-I 11=1 I I I=_'
III= III
#57
_
_ _ - '� DEWATERING
-III-I II-1-III
=11�i - HARDWARE CLOTH
111=
AUGUST 9, 201 6
OF 12"-18" MINIMUM ABOVE TOP OF BOX
_ _
-' - - III�llL
IIII Ilill
I�iI
REVISED SITE PLAN
11 •°
-,SLI
IIII
-
OCTOBER 20, 2016
STONE FILTER INLET
PROTECTION
REVISED RETAINING WALLS
DECEMBER 21, 2016
REVISED STORMWATER
STANDARD CATCH BASIN/YARD INLET PROTECTION
STANDARD BLOCK & GRAVEL DROP INLET PROTECTION
STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE)
Details Provided by APPIAN Consulting Fnqineers — www.oppianengineers.com -
•
Fall Permanent Seeding
August 15 - November 1
FILTER OF 1 INCH DIAMETER o
# 57 WASHED STONE ° ° o ° ° o o °° og�°°° o°° °qp'°° �8°fto-
r0 ° °° o 000 O
5n10-10 Fertilizer
0-20-0
Unscarified Service Lespedeza
10001 Ibs/ac
500 Ibs/aco
60 lbs/ac
0
p,q,jR
00° p o ° oo°o �o
NOTE: o° i 00
0 0 o
Ky-31 Fescue
Rye Grain
30 lbs/ac
25 lbs/ac
0 o0 0
SILT FENCE FABRIC TO OVERLAP 8 0 p °o O° coo 0 0 0
o�
A A
*Straw Mulch
2 tons/ac
HARDWARE CLOTH BY 12 INCHES o° ° ° o O oo°p°O000 opo °p o o ° 00
° ° o ° o oo
?
°°° ° °o° ° o oo0 ° °
o °
Fall Permanent Seeding - Centipede:
Lime
September 1 - February 28
2 tons/ac
° ° 0
STEEL FENCE POST
3 TIMES INNER
Fertilizer (low nitrogen approved for Centipede)
(Appropriate fertilizer approved
DIAMETER (I.D.) I.D. PIPE
Rye Grain
for centipede application)
90 lbs/ac
HARDWARE CLOTH
WIRE FENCE SILT FENCE FABRIC STEEL FENCE POST
Centipede Seed
15 lbs/ac (overseeded in spring)
ON WIRE FENCE ON WIRE FENCE
*Straw Mulch
2 tons/ac
HARDWARE CLOTH
PLAN VIEW
Winter Temporary Cover
November 1 - February
NOTE:
FILTER OF 1 INCH DIAMETER USE SILT FENCE OUTLETS ONLY WHEN
RIP RAP APRON
Lime
Lime
10-10-10 Fertilizer
2 tons ac
700 lbs/ac
# 57 WASHED STONE
DRAINAGE AREA DOES NOT EXCEED 1/4
oats
50 lbs/ac
ACRE AND THERE IS A LOW AREA. USE
Rye Grain
20 lbs/ac
FLOW DIRECTION o °18" AS A REPAIR OF SILT FENCE FAILURES.
°
PLAN VIEW
*Straw Mulch
2 tons/ac
°
°
Spring Permanent Seeding
March 1 - April 30
° STEEL FENCE POST SET
GRADE
Lime
2 tons/ac
DATE: DEC. 7, 2016
_ - - HARDWARE CLOTH MAXIMUM 2 FEET APART WIRE FENCE
NOTES:
5-10-10 Fertilizer
0-20-0
1000 lbs/ac
500 lbs/ac
ISSUED FOR: PERMITTING
6"
1) L = THE LENGTH OF THE RIPRAP APRON.
Scarified Sericea Lespedeza
50 lbs/ac
Ky-31 Fescue
30 lbs/ac
SIDE VIEW
2 d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
)
Browntop Millet
*Straw Mulch
20 Ibs/ac
2 tons/ac
LESS THAN 6" (inches).
CONSTRUCTION
Li
Spring Permanent Seeding - Centipedes
__. __ April 1 - July 15
SILT FENCE
FABRIC
3) A FILTER BLANKET OR FILTER FABRIC SHOULD BE
L
Lime
2 tons/ac
PLAN
OVERLAP
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
Fertilizer (low nitrogen approved for Centipede)
(Appropriate fertilizer approved
AP 12
PIPE
for centipede application)
l )
INCH
Centipede Seed
lbs/ac
INCHES
< o
I I=
*Straw Mulch
_ _ _ 2 tons/ac
GRADE
_ _ _ _ _ _ _ I � I-III-III-III-1
1=III-III=III=III=III=III=III=III=1 '' -III-III=III-
"-11�
Late Spring Permanent Seeding
March 15 - June 30
Illliill=III=III=Illi III=�' d �1=III=1'
I E.
Lime
2 tons/ac
EROSION
Eu 11111
_ �1'
10-10-10 Fertilizer
0-20-0
1000 Ibs/ac
500 Ibs/acI'11-111=11�i-
I=111-=
Scarified Sericea Lespedeza
Common Bermuda Grass (hulled)
40 lbs/ac
8 lbs/ac
CONTROL
FILTER
*Straw Mulch
2 tons/ac
L
FABRIC
SECTIONo-A
i NOTE: 1 I II I
Summer Temporary Cover
June 30 - August 3
,
BURY WIRE FENCE, HARDWARE CLOTH, - -
Lime _ _....
10-10-10 Fertilizer
2 tons/ac
700 lbs/ac
DETAILS
FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO
Browntop Millet
40 lbs/ac
THE TRENCH
PIPE OUTLET TO FLAT AREA
*Straw Mulch
2 tons/ac
NOTES:
NO `YELL-DEFINED CHANNEL
1. * Mulch will be doubled if crimping is the
method used.
STANDARD ILT FENCE OUTLET
TOWN of CLAYTON
•
USE WITH THE TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
C 7.4
�
SEEDING
NoSCALE: DET
t To Scale 2350..
SPECIFICATIONS REVISION 0 SHEET N:
July, 201111 I of 1
DRAWN BY: PBARBEAU CHECKED BY: STERRY
ADDRESS: 1000
NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: [e-mail] Phone: [phone]
CAROLINA LAND DEVELOPMENT