ENGINEERED STAMPED PLANSCAROLINA DIESEL TRUCKSHarnett County, Fuquay Varina, North CarolinaSHEET INDEXC1.01 - EXISTING CONDITIONS AND DEMOLITION PLANC3.01 - VICINITY MAP - NOT TO SCALESITE STAKING PLANRALEIGH, NC 27607INDUSTRIAL0636-90-3252.000PROPOSED USE:REFERENCE:MAP 2017-167CAROLINA DIESEL TRUCKSPROJECT:SITE DATAENGINEER:TIMMONS GROUPPHONE: 919-866-49515410 TRINITY ROAD, SUITE 102JIM CHANDLER, PE FAX: 919-859-5663EMAIL: jim.chandler@timmons.comC5.01 - SITE GRADING AND DRAINAGE PLANZONING:INDC2.01 - SITE UTILITY PLANC4.01 - SEDIMENTATION AND EROSION CONTROL PLANC7.01 - DETAILS SHEETC7.02 - PROGRESS DRIVEPROPERTY LOCATION:C7.03 - C7.04 - EXISTING TRACT AREA:2.41 ACRES (DEED)OWNER:PARCEL NUMBER:C7.05 - C6.01 - SITE PLANTING PLANSITECOUNTY:HARNETTTOWNSHIP:BUCKHORNJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
CAROLINA DIESEL TRUCKS
HARNETT COUNTY, FUQUAY VARINA, NCC0.01COVER
NORTH CAROLINA LICENSE NO. C-1652
3964206/13/2017TSGTSGJFCDETAILS SHEETDETAILS SHEETDETAILS SHEETFUQUAY VARINA, NC 27526PO BOX 1166RP ONE, LLCDEVELOPER:7012 OAKVILLE LANETHOMAS ANDREWSCAROLINA DIESEL TRUCKSNEW HILL, NC 27562PHONE: 919-698-7118EMAIL: thomas@carolinadieseltrucks.comWET POND DETAILSPER PLANLAND USE CLASSIFICATION: COMPACT MIXED USE
07/31/2017 HARNETT COUNTY COMMENT RESPONSES
A AND B LAND AND
TIMBER, INC.
PIN: 0636-90-6197.000
DB 1072 PG 752
ZONED: IND
LANDUSE: INDUSTRIAL
LOT #13
PC 2007 PG 273
PIN: 0636-90-3431.000
ZONED: IND
LANDUSE: INDUSTRIAL
LOT #12
PC 2007 PG 273
PIN: 0636-90-4492.000
ZONED: IND
LANDUSE: INDUSTRIAL
RP ONE, LLC
LOT #14
PC 2007 PG 273
PIN: 0636-90-3252.000
47,553 SF
or 1.082 ACRES
RP ONE, LLC
LOT #15
PC 2007 PG 273
PIN: 0636-90-2096.000
57,623 SF
or 1.323 ACRES
UTUTUTUTUTUTUTUTUTUTUTUTUTUT
E E EE
UT
WW UTUTUTUTUTUTUTUT
UT UTUT UT UTWWWWWWWWWWWWWWWWWC1 N11°21'25"E220.97'C2S14°08'07"W250.84'S81°21'55"W
191.93'
N82°14'11"E
337.37'N15°05'51"E90.86'N15°05'51"E137.58'C3N82°14'27"E
259.68'S31°23
'13
"E126.0
5
'
S61°45'44"W
3.44'S35°57'03"W
46.01'S35°57'03"W
204.90'CURVE TABLE
CURVE
C1
C2
C3
RADIUS
25.00'
905.15'
320.20'
LENGTH
44.01'
59.10'
24.78'
TANGENT
30.25'
29.56'
12.40'
DELTA
100°51'11"
3°44'27"
4°26'05"
CHORD BEARING
S39°04'10"E
S13°13'38"W
N12°52'48"E
CHORD
38.54'
59.08'
24.78'
YARD INLET
RIM 437.10INVERT 433.0
INVERT = 732.11
30" RCP
L1L2
LINE TABLE
LINE
L1
L2
BEARING
N88°11'39"W
N89°29'46"W
LENGTH
16.64'
2.74'
IRON REBAR AND CAP SET
BY TIMMONS GROUP
(NC GRID COORDINATES):
N = 660067.83'
E = 2039100.52
TOP OF CAP ELEV =443.53'
IRON REBAR AND
CAP SET BY
TIMMONS GROUP EXISTINGPROGRESS DRIVE(50' PUBLIC R/W)EXISTING
NC 42
(70' PUBLIC R/W)
NORF
O
L
K
A
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RAILR
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(200'
R/
W
)LANDSCAPE TIMBERS15' UTILITY EASEMENT20' STORM DRA
I
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A
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E
M
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(
P
C
2
0
0
7
P
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2
7
3
)
BOLLARDS MAIL BOXES(PC 2007 PG 273)25' SIDE YARD (
T
Y
P
.
)
(
P
C
2
0
0
7
P
G
2
7
3
)25' REAR YARD (TYP.) (PC 2007 PG 273)50' SETBACK (TYP.) (PC 2007 PG 273)N44°36'48"E 90.75' (TIE)N12°57'13"E 338.78' (TIE)10' LANDSCAPE
B
U
F
F
E
R
10
'
LANDSCAPE
BUFFER10' LANDSCAPE BUFFERPOWER BOX ON
CONCRETE PAD
4.
25
'
REAR
YARD
(TYP
.
)
(PC
200
7
PG
27
3
)
25' SIDE YARD (
T
Y
P
.
)
(
P
C
2
0
0
7
P
G
2
7
3
)
VICINITY MAP - MAP NOT TO SCALE
SITE
COKESBURY RDSR 1403NC 42COKESBURY RD.SR 1403NORFOLK
SOUTHERN RR
JOB NO.
DESIGNED BY
SHEET NO.
SCALE
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 30'CAROLINA DIESEL TRUCKSHARNETT COUNTY, FUQUAY VARINA, NCNORTH CAROLINA LICENSE NO. C-1652C1.01 EXISTING CONDITIONS AND DEMOLITION PLANNOT LIMITED TO ELECTRICAL, TELEPHONE, GAS, CABLE, FIBER OPTIC)
THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTILITY LOCATOR
SERVICE TO LOCATE ALL UNDERGROUND UTILITIES (INCLUDING BUT
WITHIN THE LIMITS OF CONSTRUCTION.
LOCAL, STATE AND OSHA REGULATIONS.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS
PATHS, LOCATIONS, LIGHTING ETC. W/OWNER.
NEEDED TO FUNCTION PROPERTY WITH THE PROPOSED FINISHED GRADES
ETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES
(WHETHER OR NOT INDICATED TO BE MODIFIED).
3.
DETAIL.
IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR
TEMP. STOCKPILES SHALL LOCATED WITHIN CONSTRUCTION LIMITS.
THE DRAWINGS TO BE REMOVED). UTILITY INSTALLATIONS MAY UTILIZE
REMOVE TOPSOIL AND STOCKPILE APPROPRIAETLY ON-SITE. ON-SITE
ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL
BE REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS
OR TO MATCH EXISTING CONDITIONS (WHETHER OR NOT SHOWN ON
TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW
ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT
CONSTRUCTION. ANY EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER,
OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE. TRENCH
ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY
PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND
8.
ARCHITECT IMMEDIATELY.
5.
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
10.
9.
ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
GENERAL NOTES
ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
ACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH
WITH ALL APPLICABLE RULES AND REGULATIONS.
1.
2.
6.
UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
7. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS.
MODIFICATION TO THE PROPOSED DESIGN.
EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
UNDERGROUND ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF
(UNDERGROUND)
(OVERHEAD)
ELECTRICAL
SANITARY SEWER
FIRE PROTECTION
(UNDERGROUND)
TELE. / COMM.
TELE. / COMM.
DISTURBED/CLEARING LIMITS
WATER
NATURAL GAS
FORCE MAIN
ELECTRICAL
DEMOLITION LEGEND
UT
W
FM
PP
TO REMAIN
E
UE
FP
G
SS
T
TO BE REMOVED
UT
W
FM
E
UE
FP
G
SS
T
DROP INLET OR
MANHOLE
CLEAN OUT
FIRE HYDRANT
WATER VALVE
LIGHT POLE
UTILITY POLE
STORM DRAIN
LP
PP
MH
CO
DI, CB
FH
WV
LP
PP
MH
CO
DI, CB
FH
WV
INDIVIDUAL TREE
STRUCT. / UTILITY
CATCH BASIN
NOTE: DEMOLITION AND PATCHING OF PAVEMENT AND
INDICATED ON THIS PLAN SHALL BE PERFORMED AS
NECESSARY TO CONSTRUCT AND/OR INSTALL NEW WORK.
OTHER EXISTING IMPROVEMENTS IN ADDITION TO THAT
TO REMAIN TO BE REMOVEDSTRUCT. / UTILITY
TELEPHONE PEDISTAL TP TP
UTILITY POLE PP
GWGWGUY WIRE
WOOD POLE WP WP
WATER WELL WH WHWW
39642
TSG
JFC
TSG
06/13/2017
LANDSCAPE TIMERS
TO BE REMOVED
44043
5
435
440445445
435
430
EXISTING
LIGHT POLE
(2) EXISTING 3/4"
WATER METERS
EXISTING PROPERTY
LINE TO REMOVED
AND RECOMBINED
07/14/201
7
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EXISTING FIRE
HYDRANT
xxxxxx1068447.82E BCV
1251443.18UNK TOP CPP 6 SPACESA AND B LAND AND
TIMBER, INC.
PIN: 0636-90-6197.000
DB 1072 PG 752
ZONED: IND
LANDUSE: INDUSTRIAL
LOT #13
PC 2007 PG 273
PIN: 0636-90-3431.000
ZONED: IND
LANDUSE: INDUSTRIAL
LOT #12
PC 2007 PG 273
PIN: 0636-90-4492.000
ZONED: IND
LANDUSE: INDUSTRIAL
C1 N11°21'25"E220.97'C2S14°08'07"W250.84'S81°21'55"W
191.93'N15°05'51"E90.86'N15°05'51"E137.58'C3N82°14'27"E
259.68'S31°23
'13
"E126.0
5
'
S61°45'44"W
3.44'S35°57'03"W
46.01'S35°57'03"W
204.90'CURVE TABLE
CURVE
C1
C2
C3
RADIUS
25.00'
905.15'
320.20'
LENGTH
44.01'
59.10'
24.78'
TANGENT
30.25'
29.56'
12.40'
DELTA
100°51'11"
3°44'27"
4°26'05"
CHORD BEARING
S39°04'10"E
S13°13'38"W
N12°52'48"E
CHORD
38.54'
59.08'
24.78'
L1L2
LINE TABLE
LINE
L1
L2
BEARING
N88°11'39"W
N89°29'46"W
LENGTH
16.64'
2.74'
IRON REBAR AND CAP SET
BY TIMMONS GROUP
(NC GRID COORDINATES):
N = 660067.83'
E = 2039100.52
TOP OF CAP ELEV =443.53'
IRON REBAR AND
CAP SET BY
TIMMONS GROUP EXISTINGPROGRESS DRIVE(50' PUBLIC R/W)EXISTING
NC 42
(70' PUBLIC R/W)
NORF
O
L
K
A
N
D
S
O
U
T
H
E
R
N
RAILR
O
A
D
(200'
R/
W
)LANDSCAPE TIMBERS15' UTILITY EASEMENT20' STORM DRA
I
N
E
A
S
E
M
E
N
T
(
P
C
2
0
0
7
P
G
2
7
3
)
BOLLARDS MAIL BOXES(PC 2007 PG 273)25' SIDE YARD (
T
Y
P
.
)
(
P
C
2
0
0
7
P
G
2
7
3
)25' REAR YARD (TYP.) (PC 2007 PG 273)50' SETBACK (TYP.) (PC 2007 PG 273)N44°36'48"E 90.75' (TIE)N12°57'13"E 338.78' (TIE)10' LANDSCAPE
B
U
F
F
E
R
10
'
LANDSCAPE
BUFFER10' LANDSCAPE BUFFERFUTU
R
E
F
E
N
C
E
FUTURE BUILDING
55' X 73'FUTURE PARKING(5 SPACES)xPROPOSED
DIESEL TRUCK FACILITY
10,000 SQFTN15°05'55"E175.58'N74°54'05"W
9.00'
N74°54'09"W
8.17'R=32.00
'L=50.27
'
R=32.
0
0'L=50.
2
7'
x xxxxxxxx25
'
REAR
YARD
(TYP
.
)
(PC
200
7
PG
27
3
)
25' SIDE YARD (
T
Y
P
.
)
(
P
C
2
0
0
7
P
G
2
7
3
)
VICINITY MAP - MAP NOT TO SCALE
SITE
COKESBURY RDSR 1403NC 42COKESBURY RD.SR 1403NORFOLK
SOUTHERN RR
JOB NO.
DESIGNED BY
SHEET NO.
SCALE
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 30'CAROLINA DIESEL TRUCKSHARNETT COUNTY, FUQUAY VARINA, NCNORTH CAROLINA LICENSE NO. C-1652C2.01 SITE STAKING PLANIMPERVIOUS SURFACE AREAS:
MINIMUM SETBACKS:
18'18'24'9'9'9'9'VAC
STALL
TYPICAL PARKING DIMENSIONS
STALLAISLE
PO BOX 1166
FUQUAY VARINA, NC 27526
EMAIL: jim.chandler@timmons.com
OWNER:
0067285
ALL DIMENSIONS ARE TO EDGE OF PAVEMENT.
TYP 5' RADIUS
OTHERWISE
UNLESS NOTED
INSTALL HC-VAN ACCORDING TO NC ACCESSIBILITY CODE.
NOTES:
THE ACCESSIBLE PARKING
HAVE A MAX. 2% SLOPE IN
SPACES AND ASILES SHALL
ALL DIRECTIONS INCLUDING
THE DIAGONAL
PROJECT:CAROLINA DIESEL TRUCKS
IND
PARCEL NUMBER:
REFERENCE:
ZONING:
PROPOSED USE:
PROPERTY LOCATION:
SITE DATA
MAP 2017-167
0636-90-3252.000, 0636-90-2096.000
PROGRESS DRIVE
INDUSTRIAL
ACCESSIBLE PARKING PROVIDED:
ACCESSIBLE PARKING REQUIRED:
1
1
PROPOSED:
FRONT YARD: 50'
REAR YARD: 25'
TO THE BOTTOM OF SIGN.
SIDE YARD: 25'
GENERAL NOTES
1.
12"x18"
2.
3.
4.
NONE
2.50 ACRES
WATERSHED:
DISTURBED AREA:
COMMERCIAL SITE PLANPLAN TYPE:
PROPOSED BUILDING AREA: 10,000 SF
0.00 ACRES
90
°
2.43 ACRES (TOTAL)TRACT AREA:
1.11 ACRES (46.1%)PROPOSED:
EXISTING:
ALL CURVE RADII ARE 5 FT AT EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED.
ALL PARKING SPACES SHALL BE 9' WIDE X 18' DEEP MIN.
VAC - VAN ACCESSIBLE PARKING SPACE.
ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO ALL HARNETT COUNTY STANDARDS AND
SOLID WASTE DUMPSTER AREAS WILL BE SCREENED WITH MATERIALS CONSISTENT WITH
SPECIFICATIONS.
WHT.
THE EXTERIOR MATERIALS OF THE PROPOSED STRUCTURES.
6.
5.
ALL HVAC AND MECHANICAL EQUIPMENT WILL BE GROUND MOUNTED AND SHALL BE
SCREENED FROM PUBLIC VIEW. REFER TO PLANTING PLAN ADDITIONAL INFORMATION.
VAC
ALL SIDEWALKS SHALL BE 5-FEET IN WIDTH, UNLESS OTHERWISE NOTED.
RP ONE, LLC
DEVELOPER:
NEW HILL, NC 27562
7012 OAKVILLE LANE
CAROLINA DIESEL TRUCKS
FAX: 919-859-5663
PHONE: 919-866-4951
RALEIGH, NC 27607
5410 TRINITY ROAD, SUITE 102
JIM CHANDLER, PE
ENGINEER:TIMMONS GROUP
MINIMUM:10
REID:
7.
KEY NOTES
HEAVY-DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET
LIGHT-DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET
RAISED CONCRETE SIDEWALK, SEE DETAIL SHEET
GRAVEL PAVEMENT, SEE DETAIL SHEET
EMAIL: thomas@carolinadieseltrucks.com
PHONE: 919-698-7118
THOMAS ANDREWS
10
2.41 ACRES (DEED)
SIDEWALKS MUST BE MOUNTED WITH 7-FT MIN. VERTICAL CLEARANCE
DEEP x 8-IN DIA. CONCRETE FOOTING. SIGNS MOUNTED ADJACENT TO
BOTTOM OF THE SIGN ON 2-LB. GALV. STEEL U-CHANNEL POST SET IN 18-IN
ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO THE
TRAFFIC CONTROL DEVICES (MUTCD) AND HARNETT COUNTY STANDARDS.
ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
3.
2.
1.
SIZE
R7-1
MUTCD STD.
ACCESSIBLE PARKING
SIGN
ALL PAVMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
HARNETT COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS.
MARKING
PARKING SPACE
NCDOT STD.SIZE
4-IN
COLOR
WHT.-
TRAFFIC CONTROL NOTES
4. ALL PAVMENT MARKINGS SHALL BE RESIN TYPE PAINT AS REQUIRED BY THE COUNTY.
R1-1 24"x24"STOP
CORSSWALK (HI-VIS)24-IN1205.07
1. HOURS OF OPERATION: 6 AM - 6 PM MONDAY THRU SATURDAY.
2. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE PARKING AREAS, DRIVE
AISLES, AND ALL LANDSCAPE BUFFERING.
3. ALL MECHANICAL AREAS LOCATED ON, BESIDE, OR ADJACENT TO ANY BUILDING OR DEVELOPMENTS
SHALL BE SCREENED FROM THE VIEWS OF STREETS AND ADJACENT PROPERTY.
4. AREA SITE LIGHTING AND WALL PACKS SHALL BE LOCATED IN SUCH A MANNER AS TO PREVENT DIRECT
GLARE AND LIGHTING ONTO ADJACENT PROPERTY OR INTO THE RIGHT-OF-WAY. ALL FLOOD LIGHTS
SHALL BE INSTALLED SUCH THAT THE FIXTURE SHALL BE AIMED DOWN AT LEAST 45 DEGREES FROM
VERTICAL.
5. NO HAZARDOUS MATERIAL WILL BE STORED ON SITE.
6. SIGN WILL NEED A SEPARATE PERMIT. MAX SIZE 150 SQ.FT.
7. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF PARKING AREAS, DRIVE AISLES AND
ALL LANDSCAPE BUFFERING.
8. THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.
COUNTY NOTES
PARKING REQUIREMENTS
(1 PER EMPLOYEE + 3 PER BAY):
39642
HEAVY-DUTY CONCRETE PAVEMENT, SEE DETAIL SHEET
VAC
TSG
LAND USE CLASSIFICATION: COMPACT MIXED USE
JFC
TSG
06/13/2017xACCESSIBLE PARKING AND SIGNAGE
SEE DETAIL SHEET
OPAQUE WOODEN FENCE
SEE DETAIL SHEET
SLIDING GATE
SEE DETAIL SHEETR25'
24'
R25'R25'R2
5
'
18'9'(10)CONCRETE WHEEL STOPS
SEE DETAIL SHEET
CROSSWALK
SEE TRAFFIC CONTROL NOTES
OPAQUE WOODEN FENCE
SEE DETAIL SHEET
07/14/201
7
HARNETT C
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LIGHT-DUTY CONCRETE PAVEMENT, SEE DETAIL SHEET
DUMPSTER ENCLOSURE
SEE DETAIL SHEET4 SPACES
xxxxxxYARD INLET
RIM 437.10INVERT 433.0
INVERT = 732.11
30" RCP
15' UTILITY EASEMENT20' STORM DRA
I
N
E
A
S
E
M
E
N
T
(
P
C
2
0
0
7
P
G
2
7
3
)(PC 2007 PG 273)25' SIDE YARD (
T
Y
P
.
)
(
P
C
2
0
0
7
P
G
2
7
3
)25' REAR YARD (TYP.) (PC 2007 PG 273)50' SETBACK (TYP.) (PC 2007 PG 273)10' LANDSCAPE
B
U
F
F
E
R
10
'
LANDSCAPE
BUFFER10' LANDSCAPE BUFFERFUTURE BUILDING
55' X 73'xPROPOSED
DIESEL TRUCK FACILITY
10,000 SQFT
x xxxxxxxx25
'
REAR
YARD
(TYP
.
)
(PC
200
7
PG
27
3
)
25' SIDE YARD (
T
Y
P
.
)
(
P
C
2
0
0
7
P
G
2
7
3
)
VICINITY MAP - MAP NOT TO SCALE
SITE
COKESBURY RDSR 1403NC 42COKESBURY RD.SR 1403NORFOLK
SOUTHERN RR
JOB NO.
DESIGNED BY
SHEET NO.
SCALE
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 30'CAROLINA DIESEL TRUCKSHARNETT COUNTY, FUQUAY VARINA, NCNORTH CAROLINA LICENSE NO. C-1652C3.01 SITE GRADING AND DRAINAGE PLANGENERAL NOTES
6.
10.
ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILTY
ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 SLOPE
AISLES ARE TO HAVE NO MORE THAN A 1:50 SLOPE IN ALL
THESE SLOPE REQUIREMENTS, IT IS THE CONTRACTOR'S
FOR THE LENGTH OF THE SIDEWALK AND NO MORE THAN A
RESPONSIBILTY TO CONTACT THE OWNER PRIOR TO POURING
LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTS NOT
CONTRACTOR SHALL REVIEW THE GRADING PLAN IN DETAIL
EXISTING IMPERVIOUS AREA:
IMPERVIOUS AREA
PROPOSED IMPERVIOUS AREA:1.11 ACRES (46.1%)
DROP INLET, SEE DETAIL SHEET
0.00 ACRES
NOTES
STRUCTURE IDENTIFICATION
A PRECONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO
CALL.
LEGEND
TOP ELEV. OF DROP INLET (DI) IS TOP OF GRATE
ALL SPOT ELEVATIONS INDICATED ARE AT BACK OF CURB,
DI
5.
3.
1.
2.
39642
TOTAL DISTURBED AREA = 2.50 ACRES.
ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE
LABORATORY.
ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES,
NEEDED TO MATCH FINISHED GRADES.
SITE IS NOT WITHIN 100 YEAR FLOOD PLAIN.
VALVE BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS
4.
PERFORMED BY THE OWNER'S INDEPENDENT TESTING
EXISTING STORM DRAIN PIPE
UNLESS OTHERWISE INDICATED.
LEGEND
ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).
EXISTING CONTOURS
PROPOSED CONTOURS
PROPOSED GROUND/PAVEMENT ELEVATION
DISTURBED/CLEARING LIMIT LINE
PROPOSED TOP OF CURB ELEVATION
PROPOSED STORM DRAIN PIPE
7.
WORK, GRADING AND INSTALLATION OF EROSION CONTROL.
8. UTILITY LOCATIONS ARE TO BE FOUND BY CALLING NC ONE
DRAINAGE AREA LINE
TSG
9.
DIRECTIONS.
1:50 SLOPE FOR THE WIDTH OF THE SIDEWALK.
IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF
ANY CONCRETE SO THAT A SOLUTION CAN BE FOUND.
11.
SPOT ELEVATIONS ARE GIVEN AT A MAJORITY OF THE MAJOR12.
BREAK POINTS, BUT IT SHOULD NOT BE ASSUMED THAT ALL
NECESSARY SPOT ELEVATIONS ARE SHOWN. DUE TO SPACE
LABELED THAT SHOULD BE TAKEN INTO CONSIDERATION. THE
AND SHALL ENSURE THAT ALL CRITICAL GRADE POIINTS ARE
STAKED AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE.
STORM DRAINAGE CHART
BMP MAINTENANCE AND ACCESS EASEMENT
JFC
TSG
06/13/2017x
44043
5
435
440445445
435
430
430
430
435
430
431
4
4
0
43
5
440431
434
434
43743743
8
438438 WSE = 430.5
TOP OF BERM
=
4
3
4
.
0
0
'
3'X3' RISER
STRUCTURE
TOP = 432.0'
INV OUT = 430.5'
10' EMERGENCY
SPILLWAY
ELEV = 433.0'
24 LF - 18" RCP
@ 0.50%
FES INV = 430.4'
Q1:
Q2:
WITH BMPPRE
2.049 CFS
6.946 CFS3.754 CFS
4.701 CFS 0.115 CFS
0.564 CFS
NO BMP
PRE/POST SUMMARY
POSTPOST
Q10: 9.401 CFS 13.750 CFS 7.868 CFS
PROPOSED
WET POND
SEE DETAIL SHEET
FOREBAY
WSE =
4
3
0
.
5
>>>>>>>>>>>>>>>>>>>>DRAINAGE FLOW PATHDRAINAGE AREA LINEDRAINAGE AREA LINE138701 SF
3.184 Ac
DRAINAGE AREA
3.22 Ac
07/14/201
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43943843
9
43
8
442441443438437437
437
4
3
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437
437
438438437
437439440440
4
3
7
xxxxxx15' UTILITY EASEMENT20' STORM DRA
I
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(
P
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7
P
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2
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)(PC 2007 PG 273)25' SIDE YARD (
T
Y
P
.
)
(
P
C
2
0
0
7
P
G
2
7
3
)25' REAR YARD (TYP.) (PC 2007 PG 273)50' SETBACK (TYP.) (PC 2007 PG 273)10' LANDSCAPE
B
U
F
F
E
R
10
'
LANDSCAPE
BUFFER10' LANDSCAPE BUFFERFUTURE BUILDING
55' X 73'xPROPOSED
DIESEL TRUCK FACILITY
10,000 SQFT
x xxxxxxxx25
'
REAR
YARD
(TYP
.
)
(PC
200
7
PG
27
3
)
25' SIDE YARD (
T
Y
P
.
)
(
P
C
2
0
0
7
P
G
2
7
3
)
VICINITY MAP - MAP NOT TO SCALE
SITE
COKESBURY RDSR 1403NC 42COKESBURY RD.SR 1403NORFOLK
SOUTHERN RR
JOB NO.
DESIGNED BY
SHEET NO.
SCALE
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 30'CAROLINA DIESEL TRUCKSHARNETT COUNTY, FUQUAY VARINA, NCNORTH CAROLINA LICENSE NO. C-1652C4.01 SEDIMENTATION AND EROSION CONTROL PLANSEE DETAIL SHEET
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL
AREAS.
6.
LEGEND
SILT/TREE PROTECTION FENCE
DIVERSION DITCH / BERM
DISTURBED LIMIT LINE
FINAL CONTOUR
WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED; CALL FOR INSPECTION BY NCDENR.
WHEN SITE IS APPROVED BY NCDENR INSPECTOR; COVERT SKIMMER BASIN TO PERMANENT INFILTRATION DEVICE
PERMANENT OUTLET PROTECTION
REINFORCED SILT FENCE OUTLET
7.
FOUND ON THIS SHEET. PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN
SKIMMER SEDIMENT BASIN
9.
SEE DETAIL SHEET
8.
TEMPORARY CONSTRUCTION ENTRANCE
>>
INLET PROTECTION
11.
ON THE PLAN. THE CONTRACTOR WILL INSTALL ADDITIONAL MEASURES IF NECESSARY AS REQUIRED BY
EXISTING CONTOUR
SEE DETAIL SHEET
SEE DETAIL SHEET
SEE DETAIL SHEET
SEE DETAIL SHEET
SEE DETAIL SHEET
2.
4.
MAINTAIN A BARRIER.
ALL SEEDED AREAS SHALL BE FERTILIZED, RE-SEEDED AS
6-INCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO
NECESSARY, AND MULCHED ACCORDING TO PROJECT SPECS
TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH.
REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES
1.
TO MAINTAIN ALL MEASURES AS DESIGNED.
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY
MAINTENANCE PLAN
5.
NECESSARY TO MAINTAIN PROPER FUNCTIONING.
TOP DRESS CONSTRUCTION ENTRANCES WITH CLEAN STONE AS
6.
MAINTENANCE REQUIREMENTS.
REFER TO SPECIFIC DEVICE DETAILS FOR ADDITIONAL
GENERAL NOTES
1. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND
LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON
AND OFF-SITE.
2. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
AUTHORITIES OR THE ARCHITECT.
3. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING HIS PHASE OF WORK AND FOR OBTAINING ALL
APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE
4. DISTURBED AREA: 2.50 ACRES
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY
BY CONSTRUCTION TRAFFIC. THE OWNER RESERVES THE RIGHT TO
TRACKED SOIL FROM ALL ADJACENT ROADWAYS THAT ARE IMPACTED
REQUIRE THAT A WASH STATION BE INSTALLED AT NO ADDITIONAL
COST IF PAVEMENT AREAS ARE NOT KEPT CLEAN.
6. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS OF THE GENERAL
PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT NO. NCG010000.
7. A PRECONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO WORK,
GRADING PERMIT AND INSTALLATION OF EROSION CONTROL.
8. UTILITY LOCATIONS ARE TO BE FOUND BY CALLING NC ONE CALL.
CONSTRUCTION SEQUENCE
OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. KEEP A COPY OF THE APPROVED PLAN ON-SITE
AND POST APPROVAL PLACARD.
NOTIFY NCDENR, ARCHITECT, ENGINEER AND OWNER REPRESENTATIVE AND CONDUCT
PRE-CONSTRUCTION CONFERENCE AS REQUIRED PRIOR TO STARTING CLEARING OR ANY OTHER
CONSTRUCTION.
INSTALL THE GRAVEL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCES. CLEAR ONLY AS REQUIRED TO
INSTALL THESE DEVICES. ONCE THIS IS COMPLETE, INSTALL THE SKIMMER BASIN AS INDICATED AND
BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
BEGIN ROUGH GRADING OF THE SITE. SEED AND STABILIZE SLOPES AS THEY ARE ESTABLISHED AND AS
INSPECT ALL MEASURES AND DEVICES WEEKLY AND AFTER ALL RAINFALL EVENTS. MAKE PROMPT REPAIRS
AS NEEDED.
1.
2.
3.
4.
5.
9. ALL TEMPORARY MEASURES SHALL BE REMOVED AT THE END OF THE
CONSTRUCTION OF THE PROJECT.
10. CUT AND FILL SLOPES SHALL BE STABILIZED AS REQUIRED BY THE
GENERAL PERMIT STABILIZATION REQUIREMENTS FOUND ON THIS SHEET.
11. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER SEPARATING
EXISTING PEDESTRIAN TRAFFIC ARES.
12. ALL CUT AND FILL SLOPES ARE TO BE AT A 2.5:1 MAXIMUM.
THE DIVERSIONS AND SLOPE DRAINS THAT DIRECT RUNOFF. INSTALL CHECK DAMS AS INDICATED AND INSTALL
EROSION CONTROL MATTING IN ALL DIVERSIONS PLUS THE SKIMMER BASIN AND SPILLWAY DISCHARGE AREAS.
STABILIZE SITE IMMEDIATELY AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING AND
TEMPORARY DITCH AND SLOPE LINING AS REQUIRED BY THE GENERAL PERMIT STABILIZATION REQUIREMENTS
AND STABILIZE THIS AREA.
ONCE REMAINING VEGETATION IS ESTABLISHED, CALL FOR A FINAL INSPECTION BY NCDENR TO
OBTAIN A CERTIFICATE OF COMPLETION AND REMOVE REMAINING PERIMETER MEASURES.
10.
ADDITIONAL EROSION MEASURES MAY BE NECESSARY DEPENDING ON THE PERFORMANCE OF THOSE SHOWN
REQUIRED PER THE GENERAL PERMIT STABILIZATION REQUIREMENTS FOUND ON THIS SHEET.
NCDENR, OWNER, ARCHITECT, OR ENGINEER.
DWQ CONSTRUCTION GENERAL PERMIT STABILIZATION REQUIREMENTS
39642
NCDENR SELF-INSPECTION PROGRAM
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO
REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES
INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE
THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
BEING FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TAKE
EFFECT OCTOBER 1, 2010.
THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT
IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE
PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS
ESTABLISHED.
THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL
SPREADSHEET FROM THE LAND QUALITY WEB SITE,
http://portal.ncdenr.org/web/lr/erosion
6:1 OR STEEPER WITH EROSION CONTROL MATTING.
15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER). STABILIZE ALL SLOPES
TSG
JFC
TSG
06/13/2017xSEDIMENT SKIMMER BASIN
SEE DETAIL SHEET
SILT FENCE
BAFFLE
(TYPICAL)
REINFORCED
SILT FENCE
OUTLET (TYP)
SILT/TREE
PROTECTION
FENCE (TYP)
PERMANENT
OUTLET PROTECTION
6'L X 4.5'W X 12"T
CLASS A RIPRAP
TEMPORARY
CONSTRUCTION
ENTRANCE
INLET
PROTECTION
FENCE (TYP)
INLET
PROTECTION
FENCE (TYP)44043
5
435
440445445
435
430
430
430
435
430
431
4
4
0
43
5
440431
434
434
43743743
8
438438 434
431
432
2.0" SKIMMER
1.5" ORFICE
SEE DETAIL SHEET
>>>>>>>>>
>
>
TEMPORARY
DIVERSION DITCH
TEMPORARY
DIVERSION DITCH
PERMANENT
OUTLET PROTECTION
6'L X 4.5'W X 12"T
CLASS A RIPRAP
07/14/201
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43943843
9
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442441443438437437
437
4
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437
437
438438437
437439440440
4
3
7
xxxxxx1266440.04PNW B
1267440.06PNW1 B
1268439.88PNW11269439.93PNW
1270440.94PNW
1271440.90PNW1
1272441.27PNW11273441.26PNW
1335447.54PNW3 B
1336448.08PNW3
1337448.20PNW3
1338447.67PNW4 B
1339447.40PNW4
1340444.19PNW4
1341444.07PNW4
1342443.44PNW4
1343443.10PNW4
1344442.50PNW4
1345441.99PNW4
1346441.51PNW4
1347441.08PNW4
1348440.30PNW4
1349439.92PNW4
1350439.79PNW4
1351439.75PNW4
1352439.14PNW4
1353438.71PNW4
1354437.24PNW4
1355435.35PNW4
1356434.05PNW4
1357433.60PNW4
1358432.76PNW4
1359432.66PNW4
UTUTUTUTUTUTUTUTUTUTUTUTUTUT
E E EE
UT
WW UTUTUTUTUTUTUTUT
UT UTUT UT UTWWWWWWWWWWWWWWWWWYARD INLET
RIM 437.10INVERT 433.0
INVERT = 732.11
30" RCP
15' UTILITY EASEMENT20' STORM DRA
I
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(
P
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2
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7
P
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2
7
3
)(PC 2007 PG 273)25' SIDE YARD (
T
Y
P
.
)
(
P
C
2
0
0
7
P
G
2
7
3
)25' REAR YARD (TYP.) (PC 2007 PG 273)50' SETBACK (TYP.) (PC 2007 PG 273)10' LANDSCAPE
B
U
F
F
E
R
10
'
LANDSCAPE
BUFFER10' LANDSCAPE BUFFERFUTURE BUILDING
55' X 73'
POWER BOX ON
CONCRETE PAD xPROPOSED
DIESEL TRUCK FACILITY
10,000 SQFT
x xxxxxxxx25
'
REAR
YARD
(TYP
.
)
(PC
200
7
PG
27
3
)
25' SIDE YARD (
T
Y
P
.
)
(
P
C
2
0
0
7
P
G
2
7
3
)
VICINITY MAP - MAP NOT TO SCALE
SITE
COKESBURY RDSR 1403NC 42COKESBURY RD.SR 1403NORFOLK
SOUTHERN RR
JOB NO.
DESIGNED BY
SHEET NO.
SCALE
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 30'CAROLINA DIESEL TRUCKSHARNETT COUNTY, FUQUAY VARINA, NCC5.01 SITE UTILITY PLANNORTH CAROLINA LICENSE NO. C-1652SS
STORM DRAIN
SANITARY SEWER
UTILITY LEGEND
SEE SHEET C7.04 FOR UTILITY NOTES
FH
DROP INLET,CATCH BASIN
FM
FD
WATER VALVE
FORCE MAIN (SEWER)
E
W
PLANTER DRAIN
UT
T
G
UE
RD
UT
W
RD
PROPOSEDEXISTING
FD
E
UE
SS
G
T
PP
LP
DI, CB
MH
CO
WV
GAS
ELECTRICAL (OVERHEAD)
TELEPHONE (OVERHEAD)
WATER
ROOF DRAIN
LIGHT POLE
UTILITY POLE
MANHOLE
CLEAN OUT
FOUNDATION DRAIN
ELECTRICAL (UNDERGROUND)
TELEPHONE (UNDERGROUND)
FIRE HYDRANT
FM
FPFPFIRE PROTECTION
PDPD
THRUST BLOCKING
POST INDICATOR VALVE
CWCWCHILLED WATER
STRUCTURE LABEL
39642
TSG
JFC
TSG
06/13/2017xWW
EXTEND SERVICES TO WITHIN 5'-0" OF
BUILDING WALL. REFER TO
PLUMBING PLANS FOR EXACT
LOCATIONS AND INVERT ELEVATIONS
(2) 3/4" REDUCED PRESSURE
ASSEMBLY (FEBCO 825Y OR
APPROVED EQUAL), SEE
DETAIL SHEET.
EXISTING
LIGHT POLE
(2) EXISTING 3/4"
WATER METERS
SEWER FLOW
ON-SITE SEPTIC PROPOSED
07/14/201
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3/4" PRIVATE
PVC WATER
EXISTING FIRE
HYDRANT
WATER FLOW
6 EMPLOYEES @ 25 GPD PER EMPLOYEE = 150 GPD
xxxxxxPOTENTIAL SEPTIC AREAA AND B LAND ANDTIMBER, INC.PIN: 0636-90-6197.000DB 1072 PG 752LOT #12PC 2007 PG 273PIN: 0636-90-4492.000UTUT UT UT UT UT UT UT UT UT UT UT UT UTEEE EUTWWUTUTUTUTUTUTUTUTUTUTUTUTUTWWWWWWWWWWWWWWWWWWC1N11°21'25"E 220.97'C2S14°08'07"W 250.84'N15°05'51"E 90.86'N15°05'51"E 137.58'C3
S31°23'13"E
126.05'
S61°45'44"W
3.44'
S35°57'03"W
46.01'
S35°57'03"W
204.90'
YARD INLETRIM 437.10INVERT 433.0 INVERT = 732.1130" RCPL1L2IRON REBAR ANDCAP SET BYTIMMONS GROUPEXISTINGPROGRESS DRIVE(50' PUBLIC R/W)EXISTINGNC HIGHWAY 42(70' PUBLIC R/W)NORFOLK AND SOUTHERNRAILROAD(200' R/W)15' UTILITY EASEMENT
20' STORM DRAIN EASEMENT (PC 2007 PG 27
3
)
BOLLARDS MAIL BOXES (PC 2007 PG 273)
25' SIDE YARD (TYP.) (PC 2007 PG 273)
25' REAR YARD (TYP.) (PC 2007 PG 273)
50' SETBACK (TYP.) (PC 2007 PG 273)N44°36'48"E90.75'(TIE)N12°57'13"E338.78'(TIE)
10' LANDSCAPE BUFFER
10' LANDSCAPE BUFFER10' LANDSCAPE BUFFER
10' LANDSCAPE BUFFER
10' LANDSCAPE BUFFER
10' LANDSCAPE BUFFER 10 SPACES
FUTURE FENCE
10' LANDSCAPE BUFFER
FUTURE BUILDING55' X 73'FUTURE PARKING(6 SPACES)POWER BOX ONCONCRETE PAD
xPROPOSEDDIESEL TUCK FACILITY10,000 SQFTN15°05'55"E 175.58'N74°54'05"W 9.00'N74°54'09"W8.17'R=32.00'L=50.27'R=32.00'L=50.27'xx
x
x xxxxx25' REAR YARD (TYP.) (PC 2007 PG 273)
25' SIDE YARD (TYP.) (PC 2007 PG 273)VAC x2" PRIVATE PVC WATER440 435 435440445445
435
430
TREESQTY BOTANICAL NAMECOMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKSACE RE59ACER RUBRUMRED MAPLE2.5" CAL.GIN BIL14GINKGO BILOBAMAIDENHAIR TREE2.5" CAL.SHRUBSQTY BOTANICAL NAMECOMMON NAME MIN. INSTALLED SIZE ROOT REMARKSILE BUF62ILEX CRENATA `BUFFORDII`BUFFORD HOLLY 18-24" HT/SPREADJUN SAR17JUNIPERUS CHINENSIS `SARGENT`JUNIPER24" SPRDCONTAINERLOR PUR17LOROPETALUM CHINENSE `PURPLE DIAMOND` FRINGE FLOWER2` HTCONTAINERNAN POW26NANDINA DOMESTICA `FIRE POWER`FIREPOWER NANDINA18" HT.SPI GOL26SPIRAEA JAPONICA `GOLDMOUND`SPIREA18" HT/SPRDCONTAINERGROUND COVERS QTY BOTANICAL NAMECOMMON NAME MINIMUM INSTALLED SIZE ROOT SPACINGAS237ACORUS SUBCORDATUMSWEET FLAG4" POT24" O.C.CT46CAREX TENERAQUILL SEDGE4" POT24" O.C.EF55EUPATORIADELPHUS FISTULOSUSJOE PYE WEED 4" POT24" OCHL52HIBISCUS LAEVISMARSH HIBISCUS 4" POT24" OCPV23PELTANDRA VIRGINICAARROW ARUM 4" POT24" OCPC64PONTEDERIA CORDATAPICKEREL WEED 4" POT24" OCSC18SCIRPUS CYPERINUSWOOL GRASS4" POT24" OC2017-06-15 11:43PLANT_SCHEDULE(30)EF(22)CT(32)HL(1)GIN BIL(2)LOR PUR(3)SPI GOL(3)NAN POW(2)JUN SARSTREET SCAPE BUFFERREQUIRED: BROADLEAF EVERGREEN HEDGE 5' SPACING O.C.LARGE TREE 50' O.C.BUFFER REQUIRED: TYPE COFFSET ROW OF TREES 30' O.C.SHRUB REQUIREMENT: 5/ PER TREEALL SPACES WITHIN 50' OF A SHADE TREESCREENED FROM R/W'S BY EVERGREEN HEDGING(48)ILE BUF(5)GIN BIL(16)AS2(32)PC(18)SC(23)PV(21)AS2(32)PC(25)EF(24)CT(1)ACE RE5JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEYOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
PER PLANSITE PLANTING PLANC6.0139642J.CHANDLERT.GRISSINGERT.GRISSINGERCAROLINA DIESEL TRUCKS
HARNETT COUNTY, FUQUAY-VARINA, NORTH CAROLINATYPE "C" LANDSCAPE BUFFER06/13/2017TYPICAL TREE PLANTINGWIDTH OF THE TOP OF THEHOLE TO BE 3 TIMES THE ROOTBALL WIDTH IN CLAY SOILSTAPERED SIDES.IF PLANTING HOLES ARE DUG WITHA LARGER AUGER, BREAKING DOWNTHE SIDE WITH A SHOVEL CANELIMINATE GLAZING AND CREATE THE PREFERRED SLOPING SIDE.CUT BURLAP, ROPE, WIRE BASKETSET BALL ON UNDISTURBED SOILMOUND TO PREVENT SETTLING.AWAY FROM TOP AND SIDES OFROOT BALL.NO SCALEINCHES (10 CM) ABOVE GRADESOIL, 2 TIMES MINIMUM ININ POORLY DRAINED SOILS.WIDTH OF PLANTING HOLE IS 3 TIMES ROOT BALL DIAMETER INHIGHLY COMPACTED OR CLAYDIG WIDE PLANTING HOLE WITHALL OTHERS.DO NOT WRAP TRUNK.MARK THE NORTH SIDE OFTHE TREE IN THE NURSERYAND LOCATE TO THE NORTHTRUNK FLARE AND TOP OF ROOTBALL SHOULD BE AT GRADE INWELL DRAINED SOIL, UP TO 4IN THE FIELD.YARD WASTE OR OTHER COMPOST AND TILL INTO TOP 6" (15 CM) OF PREPAREDSOIL. ADD COMPOST AT 20-35% BY VOLUMETO BACKFILL.EXTEND STAKES INTO UNDISTURBED SOIL.4-6" (10-15 CM) DEEPER THAN ROOT BALLFOR LOWERED PLANTING HOLE AS NEEDEDWITH POOR DRAINAGE.PACK BACKFILL SOIL AROUND BASE OF ROOT BALL TO STABILIZE. ALLOW REST OF BACKFILLTO SETTLE NATURALLY OR TAMP LIGHTLY.AVOID PURCHASING TREES WITH TWO LEADERSOR REMOVE ONE AT PLANTING. OTHERWISE, DONOT PRUNE TREE AT PLANTING EXCEPT FORSPECIFIC STRUCTURAL CORRECTIONS.DO NOT STAKE TREES EXCEPT WHERESPECIFIED BY LANDSCAPE ARCHITECT.IF STAKING IS NECESSARY, USE TWOOPPOSING STAKES WITH SEPARATEFLEXIBLE TIES. REMOVE STAKINGAT END OF FIRST GROWING SEASON.3" (5 CM) PINE STRAW MULCH. DO NOTPLACE MULCH IN CONTACT WITH TRUNK.4" (10 CM) RAISED RING OF SOIL TODIRECT WATER INTO ROOT BALL.ESPECIALLY IMPORTANT IF TOP OF ROOT BALL IS RAISED ABOVE GRADE.BEFORE PLANTING, ADD 3-4" (7-10 CM)OF WELL-COMPOSTED LEAVES, RECYCLEDTYPICAL SHRUB PLANTINGLANDSCAPE CALCULATIONSVICINITY MAP - MAP NOT TO SCALESITECO
K
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Y
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SR
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4
0
7
NC 42COKESBURY RD.
SR 1407NORFOLKSOUTHERNRR
PROGRESSDR.WW430430435430431440435440 431434434437437438438438439438439438442441443438437437437437
437437438438437437439440440 437(48)ILE BUF(14)ILE BUFREVISION DESCRIPTION
07/31/2017 REVISED PER HARNETT COUNTY COMMENTS
CONCRETE PAVEMENT
NOT TO SCALE
ALL CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI (ASTM C39)
TYPICAL EXPANSION JOINT
TYPICAL CONSTRUCTION JOINT
AT 18" O.C., GREASED BOTH SIDES.
5/8" DIA x 16" LG. SMOOTH SLIP DOWEL BARS
d /4
TYPICAL CONTROL JOINT
cd /4
CONC SLAB THICKNESS, d =
ABC THICKNESS, d =
REINFORCEMENT = 6x6-W2.9xW2.9
CONCRETE PAVEMENT DIMENSIONS
3.
1.
2.
NOTES:
B
C dcTYPICAL THICKENED EDGE
SLAB REINFORCING
CONCRETE PAVEMENT SLAB
COMPACTED SUBGRADE
NTS
12"6"
MIN
6"d + 6"cAGGREGATE BASE
COURSE (ABC)
NOT PASS THRU
REINFORCING SHALL
d /2cJOINTCdBdcd
NTS
JOINT FILLER
NTS
1/8" RADII AND
JOINT SEALER
GROOVE JOINT W/ 1/8"
RADII & JOINT SEALER
1/2"
NTS
1/4"
c
RADII & JOINT SEALER
GROOVE JOINT W/ 1/8"
1/4"
CONTRACTION JOINTS SHALL BE SPACED AT 15 FT O.C.E.W. MAX. OR AS INDICATED ON THE PLAN.
EXPANSION JOINTS SHALL BE SPACED AT 50 FT O.C.E.W. MAX. OR AS INDICATED ON THE PLAN AND
WHERE CONCRETE PAVEMENT ABUTS ANY RIGID OBJECT.
LIGHT
4"
4"
WITH ENTRAINED AIR BETWEEN 4% AND 6%.
NOTE: MAXIMUM PENALTY
SHALL BE PER LATEST
FINE AMOUNT AS SPECIFIED
BY LOCAL AUTHORITIES.
ACCESSIBLE
VAN ACCESSIBLE
SIGN R7-8D
SIGN R7-8
GALV. STL. POST
FINISHED GRADE
3' DEEP CONC
"VAN ACCESSIBLE"
BOTTOM OF SIGN
R7-8
60"
FOOTING
SIGN R7-8A
AND REQUIREMENTS.
ACCORDANCE WITH LATEST MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES, NCSBC AND ADA SPECIFICATIONS
ALL SIGNS SHALL BE PROVIDED AND INSTALLED IN
R7-8
RESERVED
PARKING
R7-8D
$250
MAXIMUM
PENALTY
VAN
ACCESSIBLE PARKING SIGNAGE
NOT TO SCALE
COMPACTED
SUBGRADE
BASE COURSE
AGGREGATE
SURFACE COURSE
TYPE SF-9.5A 2.5-IN
8-IN
ASPHALT PAVEMENT SECTION
NOT TO SCALE
NOTES:
1. PREPARING, GRADING, SHAPING, AND COMPACTION OF SUBGRADE SOILS
SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 501 OF
THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
(2006). PREPARING, GRADING, SHAPING, AND COMPACTION OF AGGREGATE
BASE COURSE (CABC) STONE SHOULD BE PERFORMED IN ACCORDANCE
WITH DIVISION 5, SECTION 520 OF THE NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES (2006). PLACEMENT AND COMPACTION OF THE
BITUMINOUS CONCRETE SHOULD BE PERFORMED IN ACCORDANCE WITH
DIVISION 6, SECTION 600 OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES (2006). PROPER SUBGRADE COMPACTION,
ADHERENCE TO THE NCDOT SPECIFICATIONS, AND COMPLIANCE WITH
PROJECT PLANS AND SPECIFICATIONS ARE CRITICAL TO THE PERFORMANCE
OF THE CONSTRUCTED PAVEMENT.
2. THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF
PAVEMENT TO STABILIZE THE SITE DURING CONSTRUCTION AT NO
ADDITIONAL COST. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE PAVING.
INCREASES IN THE DESIGN PAVEMENT SECTION TO FACILITATE
INTERMEDIATE PAVING SHALL BE PROVIDED AT NO ADDITIONAL COST.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES
TO SUBGRADE, INSTALLED BASE COURSE AND/OR INTERMEDIATE PAVING
PRIOR TO PLACING SUBSEQUENT PAVEMENT LIFTS AT NO ADDITIONAL COST.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT
DURING ALL PHASES OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE
FREE OF ALL DEFECTS OR DAMAGE.
2-IN
6-IN
DUTY
HEAVY
DUTY
LIGHT
-
6-IN
GRAVEL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENTS
CAROLINA DIESEL TRUCKSDETAILS SHEETNORTH CAROLINA LICENSE NO. C-165239642
06/13/2017
C7.01
TSG
TSG
JFC
R7-8A
5. DWGS FOR DOUBLE OPENING GATES AVAILABLE ON REQUEST.
3. FOOTING WIDTH TO BE (4)X POST WIDTH. MIN DEPTH TO BE 36" [914MM].
4. GATES MAY BE MANUALLY OR ELECTRICALLY OPERATED. HARDWARE WILL
1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS.
2. SPECIFICATIONS SHOWN CAN BE CHANGED BY THE MANUFACTURER ONLY.
GATE ELEVATION
ROD
TRUSS
4" [102MM] Ø POST
ALUM BOTTOM RAIL
X 4" [102MM]
2" [50MM]
STANDARD
ANCHOR
POST TOP
H = 6'
KEEPER
NOTES:
VARY FOR ELECTRICALLY OPERATED GATES (PROVIDE HARDWARE FOR
CHAIN LINK FABRIC
2" [50MM]
SQ ALUM
UPRIGHT
TENSION
ROD
UPRIGHT
SQ ALUM
2" [50MM]
TO OPEN
LOWER INTERIOR UPRIGHTS ONLY
FABRIC AREA
A
OPENING = 30'
42'-3"
UPRIGHT
SQ ALUM
2" [50MM]
POST TOP
GATE PLAN
NOM
GUIDE ROLLER ASS'Y
TENSION ROD
CHAIN LINK FABRIC
FRAME HT
3" [76MM]
TRUSS ROD
SQ ALUM
UPRIGHT
2" [50MM]
(OMIT FABRIC)
OVERHANG
12'-0"
ALUM TRACK
2" [50MM] SQ
ALUM UPRIGHT
TRUCK ASS'Y
6. DETAIL INFORMATION PROVIDED BY ANCHOR FENCING, INC.
MANUALLY OPENED GATES).
POST TOP
SINGLE CANTILEVERED SLIDING GATE
NOT TO SCALE
90°PARKING SPACE PLAN VIEW
SECTION VIEW
2 7/16"
3/4" HOLE
OPEN OR BLIND
PARKING SPACE
PAINT STRIPING
8 3/4"
5"
2'-6"
PARKING
SPACE
8 3/4"6'-0"PRECAST CONCRETE WHEEL STOP
PAVING
3/4" X 24" GALVANIZED
STEEL ANCHOR RODS
PRE-CAST CONCRETE WHEELSTOP
NOT TO SCALE
TYPICAL CONCRETE SIDEWALK
NOT TO SCALE
OTHERWISE. SEE SPECS FOR ADDITIONAL JOINT SPACING REQUIREMENTS.
IN THE CONCRETE SIDEWALK AT 5' INTERVALS UNLESS INDICATED
ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50' INTERVALS.
SURFACE OF PAVEMENT
SURFACE OF GUTTER
A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
SIDEWALK JOINS ANY RIGID STRUCTURE.
A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
GENERAL NOTES:
4" WASHED NO. 57 STONE
SUBGRADE
COMPACTED
3.
2.
1.
STD. 4" THICK SIDEWALK
1/8" RAD.
SECTION OF SIDEWALK ABUTTING PAVEMENT
6"
6"
TRANSVERSE EXPANSION JOINT
SECTION VIEW
JOINT SEALER
MAX SLOPE 1/4" PER FT.
(SEE PLAN)
1/8" RAD.
MAX SLOPE 1/4" PER FT.4"1/4"1/8" RAD.
JOINT FILLER
4"
ALL CONCRETE SHALL BE 4,000 P.S.I.4.
SECTION SEE DETAIL
THIS SHEET
UNDISTURBED OR COMPACTED SOIL
8' O.C.1'4'CONCRETE FOOTINGS
2,800 PSI @ 28 DAYS
PRESSURE
TREATED
6X6
PRESSURE
TREATED
2X4
1X4
PRESSURE
TREATED
NOTES
1.) USE HOT DIPPED GALVANIZED RING
SHANK NAILS TO FASTEN 1X4 VERTICALS
TO HORIZONTAL RAILS.
1
4"2.) PROVIDE MAX. GAP BETWEEN 6'2'3.) PROVIDE 2" GAP BETWEEN BOTTOM
OF 1X4 AND FINISH GRADE.
VERTICALS1
4"
TREATED TO GROUND CONTACT QUALTIY.
3.) ALL MATERIALS TO BE PRESSURE-
OPAQUE WOODEN FENCE
NOT TO SCALE
HARNETT COUNTY, FUQUAY VARINA, NCDUMPSTER PLAN AND SECTION
NOT TO SCALE
FINSHED GRADE, SEE
CIVIL CONT. 24"x 12" CONC. FOOTING
W/ (2) #5 BARS (TYP.)
12" CMU, FILL SOLID BELOW
SLAB (TYP.)
8" CMU
HORIZONTAL JOINT
REINFORCING @ 16" O.C. (TYP.)
CONT. THRU-WALL FLASHING BELOW
CONT. CMU BOND BEAM FULL PERIMETER
@ TOP OF WALL (TYP.)
12" EXPANSION JOINT FULL
PERIMETER OF DUMPSTER
PAD (TYP.)
6" CONC. SLAB W/ W.W.F.
OVER STONE BASE & WELL
COMPACTED SOIL (TYP.)
BRICK VENEER,
"HANSON #222 RED
WIRE-CUT" (TYP.)
FLUSH METAL PANELS (DARK
BRONZE) ON 2x2 TUBE STEEL
WELDED FRAME W/ DIAGONAL
CROSS BRACE.
8" PIPE BOLLARD, PAINT
"GLOSS BLACK"
EXTEND PIPE BOLLARD 36"
BELOW FINISHED GRADE SET IN
24"x24" CONC. FOOTING.
NOTE:
PAINT CMU INSIDE
ENCLOSURE (TYP.)
8" BOND BEAM
COPING CAP SLOPED FOR POSITIVE
DRAINAGE, COLOR TO MATCH BRICK
SOLDIER COURSE (TYP.)
PRESSURE TREATED 2x
WOOD BLOCKING (TYP.)
WALL SECTION
TYPICAL ELEVATION
DUMPSTER DOOR ELEVATION SECT 1-1
PLAN
PAINTED STEEL BOLLARDS
6" CONCRETE
SLAB
C.J.12'-0"30" CURB AND GUTTER
30" CURB AND GUTTER
4" BRICK VENEER, "HANSON #222
RED WIRE-CUT (TYP.)
12'-4"16'-0"1'-0"14'-0"1'-0"1'-0"
1'-0"
COPING CAP SLOPED FOR
POSITIVE DRAINAGE, COLOR
TO MATCH BRICK SOLDIER
COURSE (TYP.)
BRICK SOLDIER COURSE,
"HANSON #721 LT GREAY
WIRE-CUT".
BRICK SOLDIER
COURSE, "HANSON
#721 LT. GREY
WIRE-CUT" (TYP.)
NOTE;
ALL GATES & HARWARE TO BE
PRIMED & PAINTED "GLOSS
BLACK" (TYP.)
NOTE:
DUMPSTER SCREENING SHOWN IN THIS PLAN
SUBMITTAL IS FOR APPROVAL OF SIZE &
APPEARANCE ONLY, ALL CONSTRUCTION
DETAILS SHALL BE APPROVED BY THE
BUILDING DEPARTMENT AT TIME WHICH
PROJECT IS SUBMITTED FOR PERMITTING.3'-0"4'-0"4'-0"3'-0"1'-0"
HEAVY
6"
6"07/31/2017REVISED PER HARNETT COUNTY COMMENTS
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH IF SPECIFIED.
MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION @ 300 GALS./ACRE
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM
SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60%
*APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER - 1,000 LBS./ACRE - 10-10-10
SUPERPHOSPHATE - 500 LBS./ACRE - 20%
SEEDBED PREPARATION
OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
SURFACE REASONABLY SMOOTH AND UNIFORM.
AND MIX WITH SOIL (SEE BELOW*).
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
1.
2.
3.
4.
5.
6.
7.
8.
9.
* TEMPORARY SEEDING SCHEDULE FROM NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
SEE MANUAL FOR ADDITIONAL INFORMATION.
TEMPORARY SEEDING SCHEDULE
SEEDING RATES.
IF SPECIFIED
SEE SECTION 6.11 OF "NCDENR EROSION CONTROL PLANNING AND DESIGN
MANUAL" FOR ADDITIONAL INFORMATION REGARDING MATERIALS, CONSTRUCTION
10.
AND SPECIFICATIONS.
PERMANENT SEEDING SCHEDULE
* PERMANENT SEEDING SCHEDULE FROM NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
SEE MANUAL FOR ADDITIONAL INFORMATION.
NOTES:
ENTRANCE(S) SHALL BE LOCATED TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. CONTRACTOR SHALL
MAINTAIN AS NECESSARY.
ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELY MAINTENANCE SHALL BE PROVIDED.
NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
1.
2.
3.
4.
5.
6.
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING
WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO
TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
MAINTENANCE
SEE SECTION 6.06 OF "NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL"7.
FOR ADDITIONAL INFORMATION REGARDING MATERIALS, CONSTRUCTION AND SPECIFICATIONS.
TEMPORARY DIVERSION BERM/DITCH
NOT TO SCALE
2:1 SLOPE
6'
TYPICAL
(MAX.)
CONSTRUCTION SPECIFICATIONS
REMOVE AND PROPERLY DISPOSE OF ALL
COMPACTED SOIL
1.
MIN.
2'18" MIN.FLOW
TREES, BRUSH, STUMPS, AND OTHER
ENSURE THAT THE MINIMUM CONSTRUCTED
CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
ENSURE THAT THE TOP OF THE DIKE IS NOT
LOWER AT ANY POINT THAN THE DESIGN ELEVATION
PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS
TO PERMIT MACHINE REGRADING AND CLEANOUT.
VEGETATE THE RIDGE IMMEDIATELY AFTER
CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE
2.
3.
4.
5.
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EACH RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN
THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE
CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE
IT.
PLUS THE SPECIFIED SETTLEMENT.
OBJECTIONABLE MATERIALS.
LESS THAN 30 WORKING DAYS.
MAINTENANCE
CROSS SECTION
PROPOSED STREET,
25' OR WIDTH OF
WHICHEVER IS
EXISTING ROADWAY
6" MIN.
PLAN
70' MIN.
ROADWAY
EXISTING
100' MIN.
GREATER.
NEW CONSTRUCTION
12" MIN.
2"-3" STONE TO BE USED
(SURGE STONE OR RAILROAD
BALLAST)
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
FABRIC UNDER STONE
30' MIN.
10'
STD SILT FENCE
POST (TYP)
POST
STEEL POST
WOVEN WIRE FABRIC
HORIZONTAL POST
SILT FENCE FABRIC
CLASS 'B' RIP RAP (TYP)
NOTCH AND FOLDFABRIC OVER
HORIZONTAL POST
18"18"24"2
1
12" #57 WASHED
STONE
REINFORCED SILT FENCE OUTLET
NOT TO SCALE
INSPECT OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
MAINTENANCE
1.
2.
NOTES:
TOP OF RIP RAP AT DOWNSTREAM END OF APRON SHALL BE
FLUSH WITH NATURAL GRADE OF THE RECEIVING CHANNEL.
VEGETATE ALL DISTURBED AREAS WITH VEGETATION
IMMEDIATELY AFTER INSTALLATION.
SEE EROSION CONTROL PLAN FOR DIMENSIONS.3.
OUTLET PROTECTION
NOT TO SCALE
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF
ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE,
OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL
NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
1.
MAINTENANCE 16" MINIMUM5' STEEL POSTS
MESH OPENINGS
19 GUAGE HARDWIRE
CLOTH WITH 1/4
WASHED STONE
TEMPORARY INLET PROTECTION
NOT TO SCALE
MAINTENANCE
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER
OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE
NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL.
REPLACE STONE AS NEEDED.
1.
4' MAX.2:1 SLOPE#5 OR #57
THE GROUND
BURIED 2' IN
UNDER STONE
PROVIDE A 2' FLAP
FOR ANCHORING
2' MIN HEIGHTTOR EQUIVALENT)
(AMOCO 2006
FILTER BLANKETDPLAN
SECTION A-A
(OUTLET TO WELL DEFINED CHANNEL)
PLAN
(OUTLET TO FLAT AREA WITH NO WELL DEFINED CHANNEL)
L
TOP OF CHANNELDTOP OF CHANNEL TOB
WFILTER BLANKET
TYPE STONE
DB
SECTION B-B T(AMOCO 2006
OR EQUIVALENT)
TYPE STONE
AA
CONSTRUCTION SPECIFICATIONS
1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS,
SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.
2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND
MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP.
MINIMUM CAPACITY IS 6 CF PER 10 CY OF CONCRETE.
3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER.
FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS
OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL.
4. PROVIDE AND MOUNT A SIGN FOR THE WASHOUT WITHIN 30 FEET OF THE FACILITY.
5. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G.,
RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND
DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED
LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED
RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED
SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND
EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED.
CONCRETE WASHOUT PIT DETAIL
NOT TO SCALE 24"48"
CONCRETE
WASHOUT
A
W (ds)L
DA
W (us)JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165239642 DETAILS SHEETC7.02
06/13/2017
TSG
TSG
JFC
CAROLINA DIESEL TRUCKSCATCH BASIN.
FENCE IS PROTECTING
FOR ANCHOR WHEN SILT
No. 57 WASHED STONE.
FENCE FAILURES, USE
FOR REPAIR OF SILT*
CONCENTRATED FLOW.
NEVER IN AREAS OF
EXCEED 1/4 ACRE AND
DRAINAGE AREA DOES NOT
USE SILT FENCE ONLY WHEN
NOTE:
DIRECTED BY ENGINEER *
ANCHOR SKIRT AS
OVER SKIRT *
6" MIN. COVER
GRADE
FILL SLOPE
SILT FENCE FABRIC
FABRIC
WOVEN WIRE
STEEL POST
3'-0"26"2'-0"32" MN. WIDTHGRADE
WIRES
INTERMEDIATE
MIN. 12-1/2 GA.
LINE WIRES
MIN. 10 GA.
VARIABLE AS DIRECTED BY THE ENGINEER
8' MAX.
FRONT VIEW
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
NOT TO SCALE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
MAINTENANCE HARNETT COUNTY, FUQUAY VARINA, NCNTS
INLET ZONE25% SURFACE AREAFIRST CELL25% SURFACE AREASECOND CELL25% SURFACE AREAOUTLET ZONE25% SURFACE AREA(SEE DETAIL FOR BAFFLE INSTALLATION INFORMATION)
STANDARD BAFFLE
NOT TO SCALE
GRADE
MINIMUM OF 700g/m2 COIR EROSION
STEEL POST
TOP OF BAFFLE 2" LOWER2'-0"GRADE
OR ROPE
SUPPORT WIRE
VARIABLE AS DIRECTED BY THE ENGINEER
STEEL POST 4' MAX.
FRONT VIEW
SIDE VIEW
SUPPORT 9 GAUGE WIRE
SECURE BOTTOM OF BAFFLE TO GROUND
12" STAPLES AT 12" MAXIMUM SPACING
THAN TOP OF EMBANKMENTTHAN INVERT OF SPILLWAY
CONTROL BLANKET OR EQUAL
CONSTRUCTION SPECIFICATIONS
TYPICAL COIR FIBER BAFFLE PLACEMENT
MAINTENANCE
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
2. INSTALL THE COIR FIBER BAFFLES IMMEDIATELY UPON EXCAVATION OF THE BASINS.
3. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP/BASIN.
4. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET
APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF THE FABRIC SHOULD BE 6
INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER
THAN THE TOP OF THE EARTHEN EMBANKMENT.
5. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET
DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES.
6. ATTACH A 9 GAUGE HIGH TENSION WIRE STRAND TO THE STEEL POST AT A HEIGHT OF 6 INCHES
ABOVE THE SPILLWAY ELEVATION WITH PLASTIC TIES OR WIRE FASTENERS TO PREVENT SAGGING. IF
THE TEMPORARY SEDIMENT BASIN WILL BE CONVERTED TO A PERMANENT STORMWATER BASIN OF A
GREATER DEPTH, THE BAFFLE HEIGHTS SHOULD BE BASED ON THE POOL DEPTH DURING USE AS A
TEMPORARY SEDIMENT BASIN.
7. EXTEND 9 GAUGE MINIMUM HIGH TENSION WIRE STRAND TO SIDE OF BASIN OR INSTALL STEEL
T-POSTS TO ANCHOR BAFFLE TO SIDE OF BASIN AND SECURE TO VERTICAL END POSTS AS SHOWN.
8. DRAPE THE COIR FIBER MAT OVER THE WIRE STRAND MOUNTED AT A HEIGHT OF 6 INCHES ABOVE
THE SPILLWAY ELEVATIONS. SECURE THE COIR FIBER MAT TO THE WIRE STRAND WITH PLASTIC TIES OR
WIRE FASTENERS. ANCHOR THE MATTING TO THE SIDES AND FLOOR OF THE BASIN WITH 12 INCH WIRE
STAPLES, APPROXIMATELY 1 FT APART, ALONG THE BOTTOM AND SIDE SLOPES OF THE BASIN. .
9. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE TRAP/BASIN.
10. ADJUSTMENTS MAY BE REQUIRED IN THE STAPLING REQUIREMENTS TO FIT INDIVIDUAL SITE
CONDITIONS.
1. INSPECT THE BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE,
TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES 1/3 FULL TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID
DAMAGING THE BAFFLES DURING CLEANOUTS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE
DESIGNED STORAGE DEPTH.
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL
BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, REGRADE TO DEVELOP PERMANENT
STORMWATER CONTROL MEASAURE(SCM) AS SHOWN ON SHEET C3.01 AND STABILIZE.
DOWNSTREAM SIDE
2"2'-2"
SECTION-BB
3/4"
2 1/8"
2'-1 3/4"
2'-6"
2'-3 1/4"
2"2"SECTION-CC
1'-7 5/8"
1 3/16"
1" DEPRESSION 2"1'-7 5/8"
SECTION-DD 2"3/4"
2 1/8"
SIZENO.12"LENGTH3"3"x4.1"
3"x4.1"
1/8"
SECTION-AA
2
2
DOWEL6"6"
C.M.
DEDUCTIONS
FOR ONE PIPE
CU. YDS.
R.C.
0.015
0.059
0.033
0.023
0.085
0.049
0.036
0.024
TOTAL
COVER
BOX &
IN BOX
FLOOR &
COPING
WALL /
FT. H
CUBIC YARDS
0.855
1.151
1.021
0.929
0.262 0.222
MIN. H
CU. YDS.
QUANTITIES
0.092 0.127
1/8"
1"
1/8"
3'-3 3/4"
1.2070.262 0.222
A
3'-6"
B
3'-6"
3'-1 3/4"2'-6"B
CAST IRON
2 1/8"
3/4"3'-2"
1"
1/8"
2'-3 1/2"
1/8"
SECTION-YY
DOWEL
SECTION-XX
SEE NOTE #26"HBA
DIMENSIONS OF BOX & PIPE
2'-8"
4'-0"
3'-5"
3'-0"
3'-0"2'-0"12"
15"
18"
24"
PIPE SPAN WIDTH HEIGHT
D
4'-3"3'-0"2'-0"
C
A
D
1'-7 5/8"
1'-7 5/8"
D
1 15/32"
30"
C
1 1/2"
1 5/8"
1'-4 1/2"
1 1/2"1 15/32"
1 5/8"
1'-4 1/2"
CAST IRON
PLAN OF GRATING2'-3 1/4"PLAN OF FRAME
DIMENSIONS AND QUANTITIES FOR DROP INLET
8'-0"
LIN. FT.
5'-0"
4'-0"
2'-6"4"2"2"2 1/8"
1"
1/8"
3/4"
1"
1/8"
1/8"
AS DIRECTED BY THE DESIGNER.
CLASS "B" CONCRETE TO BE USED THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR,
2" KEYWAY, OR #4 BAR DOWELS AT 12" CENTER,
TWO 2" PIPE WEEP HOLES TO BE PLACED AS
FORMS ARE TO BE USED FOR THE CONSTRUCTION
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB
OF BOX, ADD TO BASE AS SHOWN ON N.C.D.O.T.
A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF
NO. 78M STONE CONTAINED IN A BAG OF POROUS
FABRIC SHALL BE PLACED AT EACH WEEP HOLE.
ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE
PROVIDED WITH STEPS 1'-2" ON CENTERS.
STEPS SHALL BE IN ACCORDANCE WITH N.C.D.O.T.
DIMENSIONS FOR CHANNELS
1.
2.
4.
3.
3"
WELDED STUD
ANCHORS 8" LG.
(10)-3/8" DIA.
GENERAL NOTES:
DIRECTED BY ARCHITECT.
OF THE BOTTOM SLAB.
5.
7.
6.
PIGGYBACK =8")4"STUD ANCHORS
WELDED PIGGYBACK
3/8"DIA.x 8"LG.
STANDARD 840.00.
STANDARD 840.66.
(4"+4" ANCHORS
H#4 BAR
1'-9"1'-9"3"6"XX
Y
PLAN6"3"
3'-0"
3"3"
PLAN
Y
4'-0"
3"4"HOLES
2" WEEP
W/GRATE & FRAME REMOVED
840.16
N.C.D.O.T. STANDARD
FRAME & GRATE1'-6"6"H6"6"6"A 6"6"B
SHOWING POSITION OF BOLTS
TOTAL
STANDARD CONCRETE DROP INLET
NOT TO SCALE
BASIN # SKIMMER
SIZE
(IN)
BOTTOM
ELEVATION
MINIMUM
VOLUME
(CF)
MINIMUM
SURFACE AREA
(SF)
1 2.0 428.00 4,208 5,796
NUMBER
OF
SKIMMERS
1
(FT)
ORIFICE
SIZE
(IN)
1.50
SKIMMER DETAIL
NOT TO SCALE
FRONT VIEW
PERSPECTIVE VIEW
END VIEW
ARM ASSEMBLY
"C" ENCLOSURE
WATER ENTRY
UNIT
PVC VENTPIPE
SCHEDULE 40PVC PIPE
ORIFICEPLATE
PVC TEE
SCHEDULE 40
PVC PIPE
FLEXIBLEHOSE
PVC ENDCAP
PVC ELBOW
PVC TEE
PVC END
CAP
PVC PIPE
UNDERSIDE
WATER SURFACE
BOTTOM SURFACE
1/2" HOLES IN
DAM
ELEVATION
434.00
(FT)
SPILLWAY
ELEVATION
433.00
(FT)
SPILLWAY
WIDTH
10.0
(FT)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165239642 DETAILS SHEETC7.03
06/13/2017
TSG
TSG
JFC
CAROLINA DIESEL TRUCKSTOP OF FABRIC 6" HIGHER
OVER 9 GAUGE SUPPORT WIRE
CONSTRUCTION SPECIFICATIONS
MAINTENANCE
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. PLACE TEMPORARY SEDIMENT CONTROL MEASURE BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND
MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER
THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A SMOOTH, FIRM FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS A
BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY OF THE ADJACENT
EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FORM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER'S INSTRUCTIONS, OR AS DESIGNED.
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 TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE
EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS- INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL
SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY 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 PINS. THE FABRIC MUST BE LONG
ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE 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 LOWER SECTIONS(S)
SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM “A MANUAL FOR DESIGNING, INSTALLING AND
MAINTAINING SKIMMER SEDIMENT BASINS.” FEBRUARY, 1999. J.W. FAIRCLOTH AND SON.)
8. INLETS- DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT LADEN WATER TO THE UPPER
END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY. (REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET PROTECTION).
9. EROSION CONTROL- CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED.
STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION. (REFERENCES: SURFACE STABILIZATION)
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES.
11. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND
STABILIZE PROPERLY. (REFERENCES: SURFACE STABILIZATION)
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS
ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE HALF THE HEIGHT OF THE FIRST BAFFLE. PULL
THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH 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.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR
AROUND THEM.
3. HE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL
MAKE THE SKIMMER BOB UP AND 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 DEBRIS. ALSO CHECK THE ORIFICE
INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
4. THE SKIMMER ARM OR ORIFICE PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVES AND THE OBSTRUCTION CLEARED
WITH A PLUMBERS SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE
REPOSITIONING THE SKIMMER.
5. CK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE
FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND
INSPECT THE EMBANKMENT FOR ALL PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. EZING 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.
SKIMMER SEDIMENT BASIN
NOT TO SCALE
HARNETT COUNTY, FUQUAY VARINA, NCNTS
11
WTYPICAL LAYING CONDITIONS DETAIL
ELECT. CONTRACTOR
AND GFI BY
ELECT. SERVICE
REDUCED PRESSURE ASSEMBLY SHALL BE FEBCO
3.
2.
1.
NOTES:
PLUG - CONNECTED PIPE HEATER CABLE
(SEE SPECIFICATION , BY G.C.)
REDUCED PRESSURE
ASSEMBLY
30" MAX.
12" MIN.
HEATED FIBERGLASS ENCLOSURE,
BALL
VALVE VALVE
BALL
INSTALL AS PER MANUFACTURER'S
REQUIREMENTS.
MODEL 825Y OR APPROVED EQUAL. ALL BACKFLOW
PREVENTERS SHALL BE AS APPROVED BY HCPU.
SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
OF BACKFLOW PREVENTER, VALVES, ENCLOSURE, ETC.
HEATER AND POWER CORD BY G.C.., SEE SPECIFICATIONS
INSTALL PER MANUFACTURES INSTRUCTIONS.
RISERS SHALL BE RIGID PIPE, COPPER OR BRASS
PROVIDE SLEEVE FOR RISERS
THROUGH CONCRETE SLAB
3/4" REDUCED PRESSURE ASSEMBLY (ABOVE GROUND)
NOT TO SCALE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEHARNETT COUNTY, FUQUAY VARINA, NCNORTH CAROLINA LICENSE NO. C-165239642 DETAILS SHEETC7.04
06/13/2017
TSG
TSG
JFC
CAROLINA DIESEL TRUCKS07/31/2017REVISED PER HARNETT COUNTY COMMENTSNTS
INVERT = 732.11
WET POND
FOREBAY
43
5
435
430
430
430
435
430
430
4
3
5
431
434
434
437438WSE = 430.5
TOP OF BERM
=
4
3
4
.
0
0
'
3'X3' RISER
STRUCTURE
TOP = 432.0'
INV OUT = 430.5'
24 LF - 18" RCP
@ 0.50%
FES INV = 430.4'
WSE =
4
3
0
.
5
10' EMERGENCY
SPILLWAY
ELEV = 433.0'
420
425
430
435
440
420
425
430
435
440
-0+50 0+00434.4432.71+00433.21+50
WATER
SURFACE
ELEV. = 430.50'
BOTTOM OF POND: 425.00'
SEDIMENT STORAGE: 424.50'
BOTTOM OF FOREBAY: 427.00'
SEDIMENT STORAGE: 426.50'
EXISTING
GRADE
PROPOSED
GRADE
10' WIDE BERM
ELEV: 434.00'
6:1 SHELF
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 30'CAROLINA DIESEL TRUCKSHARNETT COUNTY, FUQUAY VARINA, NORTH CAROLINANORTH CAROLINA LICENSE NO. C-165239642
TSG
JFC
TSG
06/13/2017
GEOTECHNICAL CERTIFICATION NOTE:
CUT OFF TRENCH, ETC. WILL BE REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY
BY THE GEOTECHNICAL ENGINEER.
ASBUILT CERTIFICATION OF THE EMBANKMENT COMPACTION, ANTI-SEEP COLLARS,
AS-BUILT SURVEY REQUIREMENTS
PIPE SIZES AND CLEANOUT LOCATIONS. TOPOGRAPHY SHALL
ELEVATIONS, OUTLET STRUCTURE INVERTS, ORIFICE DIAMETER,
SURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYOR
NOTE: CONTRACTOR SHALL PROVIDE AS-BUILT TOPOGRAPHIC
CERTIFYING STORMWATER POND AREA DIMENSIONS,
EXTEND 20 FEET OUTSIDE LIMITS OF POND.
DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER.
CLEAN OR REPLACE STONE FILTER WHEN DEVICE NO LONGER DRAINS PROPERLY.
INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A
PROVIDE PAINT MARK ON RISER AT 12" HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT
REACHES MARK.
TEMPORARY SEDIMENT BASIN NOTES:
2.
3.
1.
FLEXIBLE PIPE
OF THE RISER CREST.
EXCAVATE TRENCH ALONG CENTERLINE
SCALE: N.T.S.
EMBANKMENT SECTION
NOTE
VEGETATION, ROCKS & OTHER OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE
PLACING FILL. PLACE FILL IN 6-8 INCH LOOSE LIFTS. COMPACT TO AT LEAST 95% OF
EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS,
THE STANDARD PROCTOR DENSITY.
2-FT DEEP CUT OFF TRENCH.
ABUTMENTS TO AT LEAST THE ELEVATION
OF EMBANKMENT AND EXTEND INTO BOTH
COLLAR (6" WIDE)
CONC. ANTI-SEEP
OUTLET BARREL: 24 LF 18" RCP CLASS 3 WITH LOCKING 'O' RING JOINT
5'
1
11
1
SEE SEEDING SCHEDULE, SHEET C7.02
SEED & MULCH EMBANKMENT
ON ALL SLOPES STEEPER THAN 6:1
INSTALL SLOPE PROTECTION MATTING
3
1
3
INSTALL SLOPE PROTECTION MATTING
ON ALL SLOPES STEEPER THAN 6:1
AND FLOOR OF POND
1
DAM WIDTH: 8'
TOP OF EMBANKMENT ELEV: 334.40'
INVERT ELEV: 430.50'
OUTLET STRUCTURE
SEE DETAIL THIS SHEET
OUTLET STRUCTURE NOTES:
3'3'OUTLETX
XYY
PERMANENT OUTLET STRUCTURE
PLAN VIEW
SECTION Y-Y0.5'3'
0.5'0.5'
1.
2.
3.
OF THE BOTTOM SLAB.
4.
ALL STRUCTURES OVER 3'-6" IN DEPTH TO BE
CLASS "B" CONCRETE TO BE USED.
PROVIDED WITH STEPS 1'-2" ON CENTERS. STEPS
SHALL BE IN ACCORDANCE WITH STANDARD 840.66.
FORMS ARE TO BE USED FOR THE CONSTRUCTION
ALL MOTOR JOINTS ARE 1/2" ± 1/8"
POND SCHEDULE
BARREL
EMBANKMENT
DIAMETER: 2-INCH
CONNECT FLEXIBLE PIPE
TO POND DRAIN. GATE
VALVE SHALL REMAIN
OPEN. REMOVE SKIMMER
ONCE POND IS NO LONGER
UTILIZED AS TEMPORARY
SEDIMENT BASIN.
PERMANENT POOL ELEV: 430.50'
FOREBAY
BOTTOM FOREBAY ELEV: 427.00'BOTTOM POND ELEV: 425.00'
2.5
1
2.5
1 2.5
1
INSTALL ALL COMPONENTS OF POND EMBANKMENT, OUTLET STRUCTURE, SKIMMER,
EMERGENCY SPILLWAY, ETC. (UNLESS NOTED) PRIOR TO BEGINING CLEARING OPERATIONS.
4.2'2'5'BARREL OUTLET
STORMWATER WET POND DETAIL
NOT TO SCALE
6
1
2.5
1
PRE-CAST BOX
PRE-CAST BOX
SCREW TYPE PLUG
INSTALL 4" PVC TEE WITH
ONCE SKIMMER IS REMOVED
AND POND NO LONGER OPERATES
AS A TEMPORARY SEDIMENT BASIN
SHELF WIDTH
AS REQUIRED BY BOX
MANUFACTURER
18" RCP
OUTLET
BARREL
18" RCP
100 YEAR WSE: 433.41'
10 YEAR WSE: 432.55'
2 YEAR WSE: 432.04'
PIPE CONTINUATION
REFER TO SHEET C3.01 FOR
SKIMMER
DEWATERING
DEVICE
18" THICK CLASS 'B'
STONE
WITH THE TOP OF SHELF AND THE
PERMANENT POOL ELEVATION
INSURE TOP OF STONE IS LEVEL
3/4" HANDLE
3" PLATE16"
3/4" HINGE
3/4" LOCK BOLT 8 TYPICAL
SEE PLAN
27"
3" ANGLE (TYP.)
3/4" HANDLE3/4" DOWEL LOCKING
ALUMINUM PIN
#6 REBAR ENTRY GUARD
COAT ALL STEEL SURFACES W/ FOX
INDUSTRIES FX-420 COAL TAR EPOXY
COATING OR APPROVED EQUAL.
STEEL SURFACES WHICH ARE TO
RECEIVE FX-240 COAL TAR EPOXY
COATING SHOULD BE PREPARED BY
ABRASIVE BLASTING TO A
COMMERCIAL GRAY METAL (SP-6)
STANDARD. ANY SURFACE BLASTED
SHOULD BE COATED THE SAME DAY.
IF PREPARED SURFACES ARE
CONTAMINATED BY RUST OR OTHER
CONTAMINANTS, THEY MUST BE
RE-BLASTED.
16" SQ.
3/4" LOCK BOLT 8 TYPICAL
TRASH RACK DETAIL
NTS
3/4" HINGE PIN
SECTION X-X
0.5'0.5'0.5'BARREL OUTLET INVERT ELEV.: 430.50'
TOP OF RISER ELEV: 432.00'
PRIMARY WATER QUALITY ORIFICE INVERT ELEV: 430.50'
PVC DRAIN DIAMETER: 4"
PRE-CAST BOX
OUTLET
BARREL
18" RCP
PVC PIPE
OUTLET STRUCTURE
OR APPROVED EQUAL.
FAIRCLOTH SKIMMER
DIAMETER: 2"
SCREW TYPE PLUG
INSTALL 4" PVC TEE WITH
ONCE SKIMMER IS REMOVED
AND POND NO LONGER OPERATES
AS A TEMPORARY SEDIMENT BASIN
3'
FLEXIBLE PIPE
IN BOTTOM OF PVC TEE
INSTALL (1) 1" HOLE
ONCE SKIMMER IS REMOVED
AND POND NO LONGER OPERATES
AS A TEMPORARY SEDIMENT BASIN
IN BOTTOM OF PVC TEE
INSTALL (1) 1" HOLE
ONCE SKIMMER IS REMOVED
AND POND NO LONGER OPERATES
AS A TEMPORARY SEDIMENT BASIN
PRIMARY WATER QUALITY ORIFICE INVERT ELEV: 322.00'
PVC DRAIN DIAMETER: 4"
EMERGENCY SPILLWAY ELEV: 432.00'
TOP OF RISER ELEV: 432.00'
SCALE: N.T.S.
EMERGENCY SPILLWAY SECTION
2.5
1
2.5
1
STONE ON FILTER FABRIC
18" THICK CLASS 'B'10'
TOP OF EMBANKMENT ELEV.: 434.00'
PERMANENT SPILLWAY CREST ELEV.: 433.00'
HORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=5'
FES #5
INV IN 430.5
C7.05 WET POND DETAIL1 YEAR WSE: 432.01'