SW7080807_APPROVED PLANS_20080825

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE���
YYYYMMDD

GENERAL NOTES: (LOCAL JURISDICTION)
1. Any discrepancies in layout should be brought to the Engineer's
attention prior to construction.
2. Written dimensions supercede scaled dimension. All dimensions are
edge of pavement, unless noted otherwise.
3. All streets noted as "PUBLIC" shall most NCDOT minimum standards.
4. Each prime contractor performing excavations or underground work
shall be responsible for the location of any existing utilities to the area
of their work. Notify the utility locator service (1-800-632-4949) at least
48 hours prior to commencing construction in order that existing
utilities in the area may be flagged and staked. Contractor shall use
all care necessary when working in areas known or suspected to
contain underground utilities, including hand digging.
5. The contractor is responsible for relocating any existing utilities that
conflict with the proposed construction. In addition, the contractor is
responsible for repair and replacement of any utilities, curb and gutter,
pavement, etc. that may be damaged during construction. Damaged
Items shall be repaired to at least the quality of the original
workmanship. The contractor shall field verify depth of existing utilities
and relocate if proposed grading causes utility cover to be less than
minimum required.
INDEX
CV-01
COVER SHEET
C-01
OVERALL SITE PLAN
C-02
NC 55 WIDENING PLAN
C-03
NCDOT DETAILS 1
C-04
NC 55 WIDENING CROSS -SECTIONS
C-05
SITE/UTILITY PLAN
C-06
GRADING/DRAINAGE PLAN
C-07
EROSION & SEDIMENTATION CONTROL PLAN
C-08
POND PLAN & DETAILS
C-09
EROSION & SEDIMENTATION CONTROL DETAILS 1
C-10
EROSION & SEDIMENTATION CONTROL DETAILS 2
C-11
MISCELLANEOUS DETAILS 1
C-12
UTILITY DETAILS 1
General Notes-
1 . Topographical data performed by Gaskins Land Surveying, P.A., Vanceboro, North Carolina.
2. The contractor shall notify and cooperate with all utility companies or firms having facilities
on or adjacent to the site before disturbing, altering, removing, relocating, adjusting or
connecting to said facilities.
3. All excavation is unclassified and shall include all materials encountered.
4. All structural fill material shall be free of all sticks, rocks, and clumps of mud.
5. Unusable excavated materials and all waste resulting from clearing and grubbing shall be
disposed of off -site by the contractor in an approved solid waste landfill.
6. Location of underground utilities are approximate and must be field verified. Contact the
NC One Call Center at least 48 hours prior to digging O 1.800.632.4949. Gaskins Land Surveying
has only located the utilities that are above ground at the time of field survey. Underground
lines shown hereon are approximate or as reported by various responsible parties. The surveyor
does not guarantee that any underground structures such as utilities, tanks, and pipes are
located hereon.
7. All pipe lengths are horizontal distances and are approximate.
8. All work shall comply with allapplicable codes, regulations, and/or local standards imposed
by the Town of Oriental and NCDOT.
9. All construction and materials shall meet NCDOT standards, latest edition. All work
within NCDOT right-of-way shall meet the specifications and standards of NCDOT.
10. All concrete pipe is to be ASTM C-76, Class Ill with ram-nek.
11. This property is located in a Flood Hazard Zone per FEMA Map.
12. All lot dimensions shown are approximate. Consult the boundary survey of actual site
boundary information.
13. The contractor shall be responsible for all work zone traffic control in or adjacent to NCDOT
right-of-way. All signs, pavement markings and other traffic control devices shall conform
to the Manual on Uniform Traffic Control Devices (MUTCD), 2003 edition as amended.
14. Prior to placing CABC stone base, the contractor should notify the Geotechnlcal Engineer to
inspect and proof roll the subgrade. Any stone place without prior approval will be the sole
responsibility of the contractor.
15. DESIGN/FIELD CONDITIONS quite easily may vary from that represented In the initial
soils report and/or topographical report. Isolated areas may show up weak and adverse
soils or groundwater conditions may be discovered that were not revealed during the initial
soils investigation. Therefore, the Contractor is to be aware that Stocks Engineering, P.A.
will not and cannot be held responsible for any failures to either a street or parking
lot pavement design as a result of soil conditions.
16. Regulatory signs, stops signs and street name signs shall be manufactured from high
intensity reflective materials and must most or exceed NCDOT standards.
17. All excess topsoil and unclassified excavation is to be hauled off -site, unless otherwise
directed by the owner.
18. All site construction must be inspected by The Project Engineer or Architect at the following
stages:
A. Completion of grading subgrade prior to placing Stone Base.
B. Completion of Stone placement prior to paving.
C. Final inspection when all work is complete.
19. The surveyor did not visibly see any cemeteries in any open areas unless otherwise noted.
20. This property does not depict encumbrances that are found during a thorough title search.
21. Concrete Sub shall be responsible for all score joints and expansion joints.
22. All on -site curb and gutter to be as shown on plans. Curb and gutter within NCDOT
right-of-way to be 30" standard.
23. All curb and gutter and sidewalk concrete is to be minimum 3,000 psi at 28 days, air
entrained.
24. Contractor to furnish all paint striping and thermoplastic (as required by NCDOT) as shown.
25. All dimensions are to edge of pavement (EDP) unless indicated otherwise.
26. Contractor SHALL NOT POUR any concrete before forms are inspected by the Civil
engineer and/or owner. Any concrete that has not been approved by the engineer and/or
owner will be the responsibility f the contractor.
27. Contractor shall saw -cut to provArde smooth transitions where existing asphalt and/or curb
and gutter is to be removed.
28. Information concerning underground utilities was obtained from available records and field
conditions when possible, but *a contractor must determine the exact location and
elevation of all existing utilities by digging test pits by hand at all utility crossings well in
advance of trenching. If the earances are less than specified on the plans or 12 inches,
which ever is less, contact the project engineer and the Owner prior to proceeding with
construction.
29. The contractor is responsible for the design and implementation of all required/necessary
sheeting, shoring, and special excavation measures required on the project to meet OSHA,
Federal, State and Local regulations pursuant to the installation of the work indicated on
the drawings. The Owner and Stocks Engineering, P.A. accept no responsibility for the design
to install said items.
30. The contractor shall include in the contract price daily record keeping of the as -built
condition of all of the underground utilities, construction stakeout associated with the
project. Preparation of the necessary/required as -built plans to be submitted to the Town of
Oriental and all other information required in connection with release of bonds.
31. The Land Disturbance Permit must be kept on the work site and shown upon request.
32. The contractor shall include in the contract price any de -watering necessary to construct
the project as shown on the plans.
33. The contractor shall include in the price, any and all costs associated with providing a
professional engineer on site if squired, during the construction of the storm water
management facilities, undergrou d utilities, etc. as required for as -built certification.
34. All grass, topsoil and 'building c bris material' dumped onsite shall be removed in the
base bid prior to placement of structural fill material.
35. All generated waste shall be die osed of off -site in an approved landfill location.
36. Rip -Rap shall be placed on ditct back slopes to prevent scouring of ditch bank.
Owner/Developer:
Sylvan View Homes, LLC
807 Broad Street
Suite A
Oriental, NC 28571
252.249.3366 (v)
Contact: Sylvan Friedman
Surveying:
Gaskins Land Surveying, P.A.
P.O.i3ox 364
Vanc:eboro, NC 28586
252.244.0599 (v)
Contact: Kendall E. Gaskins, PLS
Civil Engineering:
Stacks Engineering, P.A.
3344 Hillsborough St., Suite 250
Raleigh, NC 27607
919. 321.2440 (v)
919.8-21.2210 (f )
email: [e-mail]
Contact: Paul D. Smith, PE
APPROVEC
NOPTP CAROLINA ENVIRONMENTAL.
MANAGL_MrNT COMMISSION
uNiSION OF WATFR OJALITY
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BEFORE YOU DIG
CALL TOLL FREE
1 800 6324949
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SEe DETAIL 5 235' 225' VARIABLE25'SEE NOTE 4
BE - STORAGE R
350' LENGTH PROPOSED DITCH (NC55-1) NOTES:
GRASS LINED 1. SEE SHEET C-04 FOR NC HWY 55 WIDENING CROSS -SECTIONS.
SLOPE = 0.20% 2. SEE SHEET C-03 FOR NCDOT STD. DETAILS.
SIDES = 3:1 3. SEE SHEET C-12 FOR ROADWAY 01 PLAN AND PROFILE AND .
NO PERM. OR TEMP. STORM DRAINAGE INFORMATION.
N% LINER REQUIRED 4. EXISTING UTILITY POLES AND OVERHEAD UTILITIES TO BE RELOCATED
Q �S Raw SEE DETAIL, SHEET C-10 BY THE UTILITY OWNER. CONTRACTOR TO COORDINATE ALL RELOCATION
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NOTE:
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LENGTH AND WIDTH OF THE NC55 WIDENING CONSTRUCTION LIMITS.
THERMOPLASTIC PAVEMENT MARKINGS AND RAISED PAVEMENT
MARKERS SHALL BE INSTALLED WITHIN THE SAME LIMITS OF OVERLAY.
MARKINGS SHALL EXTEND 10' BEYOND LIMITS OF OVERLAY AND TIE
TO EXISTING MARKINGS. ALL CONSTRUCTION WITHIN THESE LIMITS
SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS & SPECIFICATIONS.
TYPICAL SECTION
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-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF '..'
PAVEMENT SURFACE
SURFACE
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EXPANSION JOINT CONTRACTION JOINT
WITH JOINT FILLER AND SEALER.
-SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO CURB & GUTTER
PROP•
JOINT FILLER
SECTION
VIEWS OF
SECTION VIEWS
OF
PLAN VIEW OF TRANSITION
ALL RIGID OBJECTS. JOINT
PAVEMENT ��
TRANSVERSE EXPANSION JOINT
EXPRESSWAY GUTTER
IN SUPER ELEVATION
2'-6" CURB
AND GUTTER SUPERELEVATION
RATES
EXPRESSWAY GUTTER TO 2'-S"
CURB AND GUTTER
NOTES:
•IN THE TRANSITION FROM 4'-0" CONCRETE EXPRESSWAY GUTTER TO 2'-B" CONCRETE
LONGITUDINAL JOINT
IN CURB AND GUTTER
CURB AND GUTTER, PLACE L2" EXPANSION JOINTS AT 26' INTERVALS.
ATHE2'-S" INTERVALS BETWEEN EXPANSION
SECTION VIEW OF JOINTS
_FILL AND0OVE SEEAALJTHETTOPI,%" OFEP
EXPANSION JOINTS AND 1 CONTRACTION
JOINTS WITH APPROVED JOINT SEALING COMPOUND.
SHEET 1 OF 3
SHEET 1 OF 3
SHEET 2 OF 3
SHEET 2 OF 3
SHEET 3 OF 3
SHEET 3 OF 9
846.01
846.01
846.01
846.01
846.01
846.01
0
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CONTINUOUS LINES
�o-nMIo
EDGE LINE
14„/6"
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YELLOW OR WHITE
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TURN LANE LINE
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YELLOW
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RISER HT. T
VARIESEF 1r-0,r
e oe
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
e,r
0
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
SKIP LINES
10' SKIP LINES
YELLOW OR WHITE
_L ,
® 4r6„ ,N E�
11), T 30'
4 '
BLACK - WHITE COMBINATION
10' SKIP LINES
FOR USE ON CONCRETE PAVEMENTS TO PROVIDE
CONTRAST FOR THE WHITE LANE LINE, ALONG
THRU LANES AND RAMP LANES.
40'
WHITE BLACK WHITE BLACK
SKIP SKIP SKIP SKIP
MINI -SKIP LINES
2' MINI -SKIP LINES
IIppII YELLOW OR WHITE
NOTE:
WHERE TWO WIDTHS ARE INDICATED, THE FIRST
WIDTH APPLIES TO A "NORMAL" WIDTH LINE,
THE SE=OND WIDTH APPLIES TO A "WIDE" LINE.
"WIDE" LINES ARE REQUIRED WHEN DESIGNATED
IN THE PLANS, OR WHEN DIRECTED BY THE
ENGIN�LA.
LEGEND
W = WIDTH OF TRAVEL LANE
0 DIRECTION OF
0 TRAFFIC FLOW
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH
BASINS OVER 3%6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.68.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR. E" KEYWAY, OR N4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM 814B.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM BLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. No. 840.00.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'.0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0" TO 16'.0" IN HEIGHT USE S" WALLS AND BOTTOM SLAS. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
SEE NOTE/ SECTION J-J
WHERE 30" TO 36" PIPE IS USED
PLAN
SECTION M-M
WHERE 42" TO 54" PIPE IS USED
I A
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LINE OFFSET DETAIL
E. 0. P.
2"REFER ALSO TO TABLE 1
7
CENTER LINE OFFSET DETAIL
LANE LINE OFFSET DETAIL
S err � y
N4 BARS "V" err
L 3 112"
3„
m y
i
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R
SEE EDGE LINE TWO-WAY UNDIVIDED ROADWAY
OFFSET DETAIL
TABLE 1
EDGE LINE OFFSETS FOR 2-LANE, 2-WAY ROADWAYS
WITH UN -PAVED SHOULDERS
WIDTH OF
MAX. EDGE LINE OFFSET
MINIMUM LANE
TRAVEL PAVEMENT
FROM E.O.P.
WIDTH
18'-20'
2"
B' -tor
22'
2"
11r
24'
1'
11'
26'
2'
11'
28'
2'
12'
30'
3'
12'
32'
4'
12,
-9
LEGEND
W WIDTH OF TRAVEL LANE -
« DIRECTION OF
0 TRAFFIC FLOW
SEE EDGE LINE SEE CENTER LINE
OFFSET DETAIL OFFSET DETAIL
TWO-WAY UNDIVIDED ROADWAY
SEE EDGE LINE WITH TWO-WAY LEFT TURN LANE
OFFSET DETAIL
W
- -------_-------- -- - --' -
W
SEE EDGE LINE SEE CENTER LINE
OFFSET DETAIL OFFSET DETAIL
SEE EDGE LINE MULTI -LANE ROADWAY
OFFSET DETAIL
�i W 7
TOWARDS LEFT SIDE SEE EDGE LINE 1- SEE LANE LINE
TRAVELWAY OFFSET DETAIL OFFSET DETAIL
GENERAL NOTES
TSET PAVEMENT MARKING LINES 2 INCHES FROM LONGITUDINAL PAVEMENT CONSTRUCTION JOINTS, AS FEASIBLE,
KEPT AS INDICATED BELOW:
'ELLOW SKIP LINES ON TWO-LANE, TWO-WAY ROADWAYS (WHERE PASSING IS ALLOWED IN BOTH DIRECTIONS)
IRE REQUIRED TO BE PLACED ON THE CENTER LINE TO ALLOW FOR FUTURE REPAINTING OF THE LINES WITH
;OMPATIBLE DEPARTMENT EQUIPMENT.
•JFFSET DOUBLE YELLOW CENTER LINES 3 INCHES ON EACH SIDE OF THE CENTER LINE TO ALLOW FOR
PLACEMENT OF PAVEMENT MARKERS (PRESENT OR FUTURE PLACEMENT).
-OFFSET WHITE LANE LINES 2 INCHES TOWARDS THE MEDIAN FROM LONGITUDINAL PAVEMENT CONSTRUCTION JOINTS.
1}R
LL J
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PLAN OF TOP SLAB
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SECTION S-S
N4 BAR
DOWEL
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP err
USE ON FLAT ELEV. EXPANSION JOIN
GRADES 2% AND UNDER
3'-0"� 8' O„ DEPRESSED GUTTER LINE
EXPANSION JOINT IMF m (--�-
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
EXPANSION JOINT NORMAL GUTTER LINE
s'
11
TOP
USE ON GRADES VER 2i ELEV.
DEPRESSED GUTTER LINE
10 B�
EXPANSION JOINT
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS
AND QUANTITIES FOR
CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS
OF
BOX AND PIPE
COVEM
DIMENSION
CU. YDS.
COW. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARB-U
MRS-V
BARS-W
TOTAL
TOP
BLAB
BOTTOM
BLAB
M. ONG
MINI
H:IWR X
D
A
B
C
G
N
E
F
N0.
LENGTH
N0.
LENGTH
N0.
LENGTH
LB9.
Tr
3'-0'
2 2"
--
--
2'-8"
--
--
--
--
--
--
-
--
--
--
0.235
0,772
0.015
0.028
15"
3'-0.
2' 2"
9'-0"
0.236
0.820
0.023
0.036
18"
3'-0'
2'-2"
3'-3"
0.235
O.8B7
0.033
0.049
24"
3'-0"
2'.2"
3 -9"
0.235
1.001
0.068
0.086
30"
3'-0"
2'-2"
3'-4"
4'-3"
1'-2"
4'-0"
4
1'-5"
2
31-9"
9
W-B"
39
0.123
0.321
1.433
0.092
0.129
Be
3'-0"
Y'-2"
3'-1O"
4'-B"
1'-8"
1'-0"
4
1'. 11"
3
3'-9"
3
3'-8"
43
0.161
0.358
1.714
0.132
0.178
we
-10'
2'-2"
4 -5"
5'-3
1'-5"
9'•Y"
4
1'-e"
2
V-11"
3
2'.11"
32
0.112
0.318
1.730
0.180
0.243
48"
W-O"
2'.2"
5'-0"
6'-B
E'-0"
3'-Y"
4
2'.3"
3
V-11"
3
2'.11"
35
0.145
0.352
2.052
0.235
0.317
5✓'
3'-0"
2'-2"
5'-]"
e'-9"
2'-]"
3'-2"
4
Y'-10"
5
2'.11"
3
E'-11"
41
0.180
0.988
2.387
0.28]
0.401
RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
0
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WITH GRATE 5 FRAME REMOVED
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x
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1X
BRICK COPING(INCIDENTAL)
TOP ELEVATION -
- STD. 840.18 FRAME -
6 GRATE
all
1e SEE NOTE ���� r �.. �. �. 00'NEL(SEE NOTE)
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-$" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUH 2" KEYWAY OR N4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX. ADD TO SLAB
A8 SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MTCHING.
INSTALL 2" WEEPHOLEB AS DIRECTED BY THE ENGINEER.
INSTALL STONE DMINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
MAX. PIPE THIS SIDE - 18" m
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS
OF BOX 5 PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
$PAN
WIDTH
MIN. HEIGHT
D
A
B
X
BOTTOM
SLAB
WALL PER
FT. HT.
mxn'min
C.M.
B.C.
12"
3'-0"
2'-0"
2 -0
0.222
0.222
0.592
0.015
0.028
15"
2-3
0.848
0.023
0.038
1B"
2 -8
0.703
0.033
0.049
24"
3-0
O.B14
0.059
0.065
30"
3'.0"
2'-0"
3 -6
0.222
0.222
0.925
0.092
0.127
N4 BAR
DOWEL
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1 CROSS -SECTIONS: -NC HWY 55 ROADWAY WIDENING-
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VERT.: 1' =5'
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LIMITS OF PHASE 1 %COO�
CONSTRUCTION
RDWY01 STA. 14+00
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--182--- ---
EXISTING CONTOUR
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CONTOUR
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CONSTRUCTION
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DRAINAGE SLOPE 0.20X _ A
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ATOP=8.40
OUTLET STRUCTURE
SEE DETAIL, THIS S
TEMP. POOL ELEV.=7.42
PERM. POOL ELEV.=6.75
' CLASS 1
RIP RAP
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5' MIN.
DEPTH
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SPILLWAY
ELEV.-8.40
I
i' SEDIMENT
STORAGE
6" PVC'S
OUTLET DITCH
PROPOSED POND PROFILE LOOKING EAST
C-08 / SCALE: N.T.S.
4" PVC SC
TYPE PLUG
TEMP. POOL 7.42
PERM. POOL 6.75
4" PVC CAP-/
W/2" HOLE
BOTTOM OF
CAP ELEV =5.75
NCDOT STD. 840.14
DROP INLET
TOP-8.40
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W/TRASH RACK
MAX 6" OPENINGS
TRIPLE 6" PVC
4" PVC TEE
INV.-6.75
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OWABLE CONC. FILL
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• 9 e
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STRUCTURE
FI FV.=9.5n
OUTLET STRUCTURE
DETAIL
SCALE: N.T.S.
NOTE: ALL PONDS TO BE PUMPED DOWN W/PORTABLE
PUMP DURING MAINTENANCE AND REPAIR.
PLANTINGS:
83'
Shallow Water Plantings (those in the first 5' measured - 1
horizontally into pond from the Permanent Pool Elevation —76 =
boundary) shall consist of Emergent Plants with no more than
33% of any one of the following: s 5
TIE TO EXIST. - Zizaneopsis miliacea (Water Millet)
ELEV. TEMP. POOL ELEV.=7.42 10' - Cladium jamaicense (Sawgrass)-
PERM. POOL ELEV.=6.75 (TYP.) - Leptochloa forsicularis (Salt-Meadowgrass)
TOP SHELF - Juncus effusus (Softrush)
5' MIN. DEPTH ELEV.-7.25
y SH 1 VEGETATED Shallow Land Plantings (those in the first 5' measured
BOTTOM SHELF horizontally out of the pond from the Permanent Pool 5 g0' 6y5
2Q Ob
EL. 2.25 ELEV.=6.25 Elevation boundary) shall, per 200 sq. ft., consist of: 8? szY
.5
EL. 1.25 1' SEDIMENT • 6 herbaceous plants of at least 4-inch container ❑ ❑
STORAGE with no more than 33% of any one of the following:
- Crinum erubescens (Swamp Lily) ss
- Hymenocallis eulae (Spider Lily)
- Hibiscus grandiflorus (Velvet Mallow)
- Asclepias incarnate (Swamp Milkweed)
99'
2 PROPOSED POND SECTION LOOKING NORTH 04 shrubs of at least 1-gallon container with no
more than 33% of any one of the following: \
C—O$ SCALE: N.T.S. - Alnus serulata (Hazel Alder)
- Vaccinium crassifolium (Creeping Blueberry)
- Sambucus conadensis (Elderberry) 9
- Cornus amomum (Silky Dogwood)
• 1 tree of at least 2.5" dbh bare -root or balled and I `
burlapped material from the following: J
- Betula nigra (River Birch)
- Nyssa aquatica (Water Tupelo)
- Taxodium distichum (Bald Cypress)
Note: See Erosion Control Narrative on Sheet C-09 for seeding 68'
schedule
I JSS
52s
—6.05
3 PROPOSED POND PLANTINGS 6"
C—O$ SCALE: N.T.S. xe'n
40'
0 4 PROPOSED POND DIMENSIONS
C—O$ SCALE 1 "=30'
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C=08

EROSION AND SEDIMENTATION CONTROL NARRATIVE
PROJECT DESCRIPTION
The purpose of this project is for construction of streets and utilities for Lions Gate
The project Is owned by Sylvan View Homes, LLC.
The site is currently undeveloped.
Approximately 3.31 acres will be disturbed during construction. The maximum fill will be 4-5 feet.
The pro1'ect is scheduled to begin construction in Fall 2008 with project completion and final
stabilization by Summer 2009. The erosion and sediment control program for this project will include
the installation of a suitable construction entrance, silt fence, outlet protection, inlet protection,
check dams, and sediment basins with temporary seeding of the site.
ADJACENT PROPERTY
See Sheet C-01, for adjacent property owners.
SOILS
The soil at this site is sandy.
EROSION AND SEDIMENT CONTROL MEASURES
All vegetative and structural erosion and sediment control practices shall be constructed and
maintained by the contractor according to these plans and specifications and the minimum
standards of the INC Dept. of Environmental Management, Land Quality Section and the Town of
Oriental. The contractor shall also follow any adtional requirements as outlined by the
Project Engineer.
Structural Practices
1. Vehicle wheels shall be clean when leaving the site to prevent the tracking of mud on paved
roads.
2. Construction Road Stabilization: Construction traffic shall be limited to stabilized areas. At a
minimum, a temporary gravel construction entrance shall be provided as shown on this
drawing.
3. Silt Fence: Silt fences shall be provided where shown and as needed on the site plan. These
barriers shall be used to contain sediment.
4. Rip Rap/Gravel Filter Sediment Basins: Construct basin to the shape and dimensions shown in
the details. The basin is to be placed below the existing ditch flow line by 2' with the berm built
above as dimensioned.
Vegetative Practices
Temporary Seeding: All denuded area or areas to be grade within 15 calendar days shall receive temporary
seeding within 15 days of completing initial earthwork. Temporary seeding shall dlso be used to
stabilize finished grade areas if the time of year is outside the specified permanent seeding periods.
Temporary seeding shall be in accordance with temporary seeding specifications.
Management Strategies
1. Perimeter measures are to be installed prior to grubbing or grading.
2. Tail Ditches shall be stabilized immediately following their construction. As an alternate, rock
check dams may be provided at their outlets and/or the terminal downstream end of
disturbance untir ground cover is implemented.
3. Stockpile and/or waste areas must be maintained within the limits of the areas protected b the
proposed measures and otherwise temporarily seeded if to be left stockpiled over 15 calendar dyays.
4. Construction shall be planned so that grading operations can begin and end as quickly as
possible.
5. Silt Fences shall also be installed prior to or as a first step in construction.
6. The Contractor shall be responsible for the installation and maintenance of all erosion and
sediment control practices.
Vegetative Ground Cover
Immediately following grading, all areas shall receive either permanent or temporary seeding, as
applicable, as follows:
Feb -May June -Sept Oct -Jan
Permanent Seed: K-31 Fescue K-31 Fescue K-31 Fescue
0 5#/1000 SF 0 5#/1000 SF 0 5#/1000 SF
Temporary Seed: Rye Grain German Millet Ryye Grain 0
0 50#/Ac 0 40#/Ac 50#/Ac
SUPPORT ROPE TO
WIRE TO PREVENT
SAGGING
Fertilizer: 10-10-10 0 25#/1000 SF Mulch: Straw 0 90#/1000 SF f
Lime: 100#/1000 SF Tack: 200 gallons/Ac on all mulching
Maintenance
1. Reseed and mulch bare spots larger than 9 sguare feet (limited to 5% mo/imum of site area.)
2. Maintain all seeded areas until uniform stand Is acceptable.
3. If growth is not established by final project inspection, continue specified attention until the
stand is acceptable.
4. Correct and repair all undue settling and erosion within 1 year after final inspection.
5. Remove from the site, all erosion control structures after complete stabilization at end of
construction period.
6. Remove silt from sediment pits and from behind check dams when silt is within half depth of
the pit or spillway. Dispose of in an area where silt cannot re-enter pit / trap.
Calculations
The practice utilized for the proposed site did require formal calculations. Calculations have been
provided.
OWNER
SYLVAN VIEW HOMES, LLC
807 Broad Street, Suite A
Oriental, NC 28571
Erosion Control Notes:
1. Obtain erosion control plan approval prior to beginning land disturbance. Retain a copy of the approved erosion
control plan and permit on site. Call the NCDENR @ 252-946-6481 to notify the State Inspector of a start date
prior to land disturbance.
2. Clear the area needed to construct the proposed construction entrance.
3. Construct the storm drainage system proposed across the access driveway.
4. Construct the construction entrance as shown on the plans. Maintain the construction entrance daily to ensure that
mud and silt will not be tracked onto the paved surface. If mud is tracked onto the road surface, it is to be removed
immediately.
5. Construction entrance location may not vary without prior approval from Engineer and NCDENR.
6. Clear the area needed to access and construct sediment trap 1.
7. Construct sediment trap 1.
8. Clear the area needed to construct the perimeter erosion control measures including silt fence.
9. Construct the silt fence. Tie silt fence into sediment trap berm and into the flared end section at the upstream end
of the access driveway storm drain.
10. Begin clearing, grubbing, and topsoil stripping.
11. Rough grade access driveway (to the limits shown on the erosion control plan) and the building/pavement pad for
F' At RArf 14td t f 14
1
C-09
rlen y a an we a en ion eon 2
12. Construct CABC.
13. Construct asphalt. C - 09
14. Seed, straw and tack areas behind the edge of pavement that are graded to their final disposition.
15. Upon stabilization of seeded areas, and after receiving approval of NCDENR, remove sediment trap.
16. Upon completion of the project, and after receiving approval of NCDENR, remove silt fence.
17. Seed, straw and tack any remaining exposed areas.
Maintenance Notes:
1. Do not let any area remained exposed for more than 15 calendar days without applying temporary seeding.
2. Maintain all erosion control measures daily and reseed disturbed areas as needed.
3. Inspect all erosion control measures weekly and after each rainfall event. Repair as needed.
4. At the end of each days storm drainage operation, construct a temporary pipe inlet protection device until the
next day's operation continues.
5. Provide a groundcover (temporary or permanent) on exposed slopes within 21 calendar days following completion
of any phase of grading; and a permanent groundcover for all disturbed areas within 15 working days or 90 calendar
days (whichever is shorter) following completion of construction development.
SUPPORT POST, STAKE TO
24' 1N70 BO SUPPORT -
OR SIDE WiR£
CO/R MESH OR S/dflUR. -
STAPLED OR 7RENCHED INTO
BOTTOM OR SIDE
SED BASIN BAFFLES
SCALE: N.T.S.
Z
TEMPORARY PIPE
INLET PROTECTION
SCALE: N.T.S.
- 5 i
SEE EROSION CONTROL PUN CLEAN -OUT M/N.
FOR ACTUAL PIT DIMENSIONS n-STAKE e.-t--r-„ . r
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CROSS SECTION EMERGENCY
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OVERFILL 6' SETTLED
DESIGN ti; FOR SETTLEMENT TOP OF DAM
N
SETTLED 70P SEE EROSION CONTROL PUN
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o
4' MIN.
r?'il<t7 -I%i? y!.0 i_i1Tl Irn=-_r7
NATURAL
GROUND
STONE SECTION
GENERAL NOTES:
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.
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. Construct the outlet section in the embankment. Protect the connection between the riprap and the
soil from piping by using filter fabric or a keyway cutoff trench between the riprap structure and
the soil.
Place the filter fabric between the riprap and soil. Extend the fabric across the spillway
foundation and sides to the top of the dam; or
Excavate a keyway trench along the centerline of the spillway foundation extending up the
sides to the height of the dam. The trench should be at least 2 ft. deep and 2 ft. wide
with 1:1 side slopes.
4. Clear the pond area below the elevation of the crest of the spillway to facilitate sediment cleanout.
5. All cut and fill slopes should be 2:1 or flatter.
6. Ensure that the stone (drainage) section of the embankment has a minimum bottom width of 3 ft.
and a maximum side slopes of 1:1 that extend to the bottom f h spillway section.
p e otto a the sp ay sect o
7. Construct the minimum finished stone spillway bottom width, as shown on the plans, with 2:1 side
slopes extending to the top of the over filled embankment. Keep the thickness of the sides of the
spillway outlet structure at a minimum of 21 inches. The weir must be level and constructed to
grade to assure design capacity.
8. Material used in the stone section should be a well -graded mixture of stone with a d size of 9
inches (class B erosion control stone is recommended) and a maximum stone size of 14 inches.
The stone may be machine placed and the smaller stones worked into the voids of the larger stones.
The stone should be hard, angular, and highly weather -resistant.
9. Ensure that the stone spillway outlet section extends downstream past the toe of the embankment
until stable conditions are reached and outlet velocity is acceptable for the receiving stream. Keep
the edges of the stone outlet section flusli with the surrounding ground and shape the center to
confine the outflow stream (References: Outlet Protection).
10. Direct emergency bypass to natural, stable areas. Locate bypass outlets so that flow will not damage
the embankment.
11. Stabilize the embankment and all disturber areas above the sediment pool and downstream from the
trap immediately after construction (References: Surface Stabilization).
12. Show the distance from the top of the spillway to the sediment cleanout level (one-half the design
depth) on the plans and mark it in the field.
OR
POST
C-09
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS
SIDE ON THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE
FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES
BELOW THE CREST OF THE STORM DRAIN. PLACE THE
BOTTOM ROW OF THE BLOCK AGAINST THE EDGE OF THE
STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE
LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4
WOOD STUDS THROUGH BLOCK OPENINGS. CAREFULLY FIT
HARDWARE CLOTH OR COMPARABLE
2. WIRE MESH WITH 1/2-INCH OPENING OVER ALL BLOCK
OPENING TO HOLD GRAVEL IN PLACE.
3. USE WASHED STONE PLACED 2 INCHES BELOW THE TOP OF
THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
AN EVEN GRADE.
4. INSTALL 1/4 IN. WIRE MESH HARDWARE CLOTH, AND METAL
POSTS THAT ARE 5 FT. TALL. PLACE THE WIRE MESH A
MINIMUM OF 3 FT. HIGH, AND THE STONE A MINIMUM OF 1
FT. HIGH.
5. BEFORE COMMENCING CLEARING & GRUBBING OPERATIONS,
THE CONTRACTOR SHALL FIELD LOCATE ALL EX. INLETS WITHIN
THE OPERATIONS AREA AND INSTALL INLET PROTECTION.
(REFERENCE: EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL, 6.52)
M
me
TEMPORARY SEDIMENT TRAP
SCALE
N.T. S.
M
TEMPORARY SEDIMENT
POOL
VMIN.
SEDIMENT
BLOCK AND GRAVEL INLET PROTECTION
SCALE: N.T.S.
NOTE 4
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8' MAX. WITH WIRE
I (6' MAX. WITHOUT WIRE) I
MIDDLE AND VERTICAL WIRES
SHALL BE 12 1/2 GAUGE MIN.
c LI `-TOP AND BOTTOM STRAND EXTENSION OF FABRIC AND
FILTER FABRIC NOTES SHALL BE 10 GAUGE MIN. WIRE INTO TRENCH
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR
EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
EXCEED 18" ABOVE THE GROUND SURFACE.
3. INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE
LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE
NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A
SUPPORT POST WITH OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING
HEAVY DUTY WIRE STAPLES AT LEAST 1 " LONG, OR TIE WIRES.
EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A
MAXIMUM OF 10' APART. SUPPORT POSTS SHOULD BE DRIVEN
SECURELY IN TO THE GROUND TO A MINIMUM OF 24".
6. EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES NOT
REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER
FABRIC DIRECTLY TO THE POSTS.
7. EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8" DEEP ALONG
THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED
OVER THE FILTER FABRIC.
9. DO NOT ATTACH THE FILTER FABRIC TO EXISTING TREES.
10. LOCATION OF TEMPORARY SEDIMENT FENCE SHOWN ON THE PLANS
IS NOT EXACT. CONTRACTOR SHALL FIELD LOCATE TEMP. SEDIMENT FENCE
AS CLOSE TO THE DOWNSLOPE EDGE OF THE LIMITS OF CLEARING & GRUBBING
AS SPACE ALLOWS.
1 1 TEMPORARY SEDIMENT FENCE (SILT FENCE,'
C-10 ) SCALE
FLOC
EX. GROUNDI
FLOW _—
N.T. S.
4.5'
0
FLOW
1 EX. GROUND
FLO_W-M,
TYPICAL SCOUR HOLE PLAN & PROFILE DIMENSIONS
NTS
NOTE: SCOUR HOLES TO BE CONSTRUCTED WITH CLASS A
RIP RAP 9" IN DEPTH OVER MIRAFI 140N TO DIMENSION
SPECIFIED ABOVE.
5 1 SCOUR HOLE
C— 1 0 % SCALE: N.T.S.
1 1 2' MIN.
6' TYP.
2 1 TEMPORARY DIVERSION
C-10 / SCALE: N.T.S.
GENERAL NOTES:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND
OTHER OBJECTIONABLE MATERIAL.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN
ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OR OTHER
SUITABLE OUTLET.
4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE
PERIODIC TOPDRESSING W/2 INCH STONE.
3 1 CONSTRUCTION ENTRANCE
C— 10 / SCALE:
LO
0
II
N.T. S.
-� 1-171—rr
=1 141 1_ [EX. GRADE
=III�i�IIIIIIIIIIIL=ii
GRASS LINED DITCH
6 W/TEMPORARY LINER
C— 1 0 / SCALE: N.T.S.
FILL
SLOPE /—
I=�
-III— —_ � _ I-- —� —_ _� ` I
EX. GRADE
1�II�II�IIIlll11111�111� III11�11111�1
7 ) GRASS LINED DITCH
C-10 / SCALE: N.T.S.
Erosion Control Maintenance Plan
All erosion and sedimentation control measures shall
be inspected weekly and after each runoff -producing
rainfall event. Structures that shall be inspected include
but are not limited to:
Silt Fence and Fabric Inlet Protection
Any fabric which collapses, tears, decomposes, or becomes ineffective
shall be replaced immediately. Sediment deposits shall be removed
when sediment behind the fence reaches 6".
Seeding, Fertilizing, and Mulching
Seeded areas shall be inspected for failure and necessary repairs
and re -seeding shall be made within the same season.
Block and Gravel Inlet Protection
Inspect the barrier after each rain, remove sediment
as necessary to provide adequate storage volume
for subsequent rains. Upon stabilization of drainage
area, remove all materials and any unstable
soil, either salvage or dispose of properly. Bring disturbed
disturbed area to proper grade, then smooth and compact
it. Stabilize all bare areas around the inlet.
Temporary Diversion Ditches
Sediment shall be removed from the flow area immediately
after each rainfall.
Temporary Gravel Construction Entrance/Exit
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 a
rainfall, immediately remove all objectionable materials
spilled, washed, or tracked onto roadways.
Sediment Basins and Pits
Sediment shall be removed from the structure and the
structure shall be restored to its original dimensions
when 1.0' of sediment has accumulated in the structure.
The sediment shall be disposed of off -site and the
contaminated part of the gravel shall be replaced.
The structure shall be inspected for damage and
repaired accordingly.
4 ) EROSION CONTROL MAINTENANCE PLAN
C— 1 0 / SCALE: N.T.S.
•• . e" 011"
:�.=�Q 1ESSIp,19`
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ANCHOR HOLE (TYP.)�
PLAN
-18" #5 DOWEL ANCHORS
ASPHALT
SECTION
WHEEL STOP
SCALE: N.T.S.
I"
1/2
TOOLED EDGES 3/4" VARIES
• . 1 4"/FT. & VARIES
a•
i'
3000 PSI CONC. EXP. JOINT FILLER 4" 3000 PSI.
W SEALANT EXPANSION JOINT CONCRETE SIDEWALK
(30' SPACING MAX.)
NOTES:
1. CONCRETE SHALL BE 3,000 P.S.I.
2. CONTRACTION JOINTS SHALL BE SPACED AT 5' INTERVALS.
3. FINISH ALL CONCRETE WITH CURING COMPOUND.
4. INSTALL 1/2" JOINT FILLER AND SEALANT WHERE CONCRETE
SIDEWALK ABUTS TO 24" CONC. CURB & GUTTER.
6 CONCRETE SIDEWALK
C-1 1 SCALE: N.T.S.
6" CONCRETE TO BE 6" CONCRETE TO BE
AIR -ENTRAINED AIR -ENTRAINED
LOW SUMP 3,000 LOW SUMP 3,000 12"
6^ PSI ®28 DAYS 6^ PSI ®28 DAYS
12' -- 5" 12r,
5"
RESERVED
30" 18" PARKING
co
30" SPILL LIP 18" SPILL LIP
NOT TO SCALE NOT TO SCALE
6" CONCRETE TO BE 6" CONCRETE TO BE E
AIR—ENTRAINED AIR —ENTRAINED OL) I
LOW SUMP 3,000 LOW SUMP 3,000
6^ PSI ® 28 DAYS 6^ PSI ® 28 DAYS :-
12F 12 a VAN
» 7-1 (OF
r
ACCESSIBLE
R7-8 or R7-8a
WHITE SYMBOL
WHITE BACKGROUND
R7-8D
VAN —ACCESSIBLE
SIGN AT VAN
SPACE ONLY
30" 18"
NOTE: HC SIGNS TO BE MOUNTED ON BLDG
AT LOCATIONS SHOWN ON PLANS.
30" C&G 18" C&G
NOT TO SCALE NOT TO SCALE
3 R7-8 HANDICAP SIGN
NOTE: USE N30 C&G WITHIN NCDOTRIGHTC-1 1 SCALE:
4" WE
STRIP
2
C-11
CURB AND GUTTER
SCALE: N.T.S.
`-CONCRETE SIDEWALK
NOTE:
WHEELCHAIR RAMPS TO BE INSTALLED AT ALL
PAINTED H/C ACCESS STALLS ON THIS PROJECT.
WHEELCHAIR RAMPS TO BE INSTALLED AT ALL
CONC. SIDEWALK INTERSECTIONS.
12" WHITE
STRIPE
o
Jam°
I ITE
(TYP.)
9'-0" 9'-0" 8'-0" 8'-0" 8'-0"
�����VANN VAN I/ VAN I
PAINTED H/C ACCESS STALLS) 4" WHITE STRIPE
7 90 HANDICAP STALLS - TYPICAL
C-1 1 SCALE: N.T.S.
C-11
SCALE: HORIZ.: 1 "=50
VERT.: 1 "=5'
N.T.S.
M
MOUND AND
CONCRETE
6" DIA. STEEL PIPE
FILL W/3000 PSI
CONCRETE.
4 1 BOLLARD
C-1 1
SCALE: N.T.S.
PROP.
GRADE
if
4
a' __L2. CON
GUT
1/2" EXPANSION JOINT
SECTION A —A
A 1 /2" EXP. JOINT
ALL AROUND
� a
_ o
I
N � O
to
I
A 24" CURB &
5' 5' 5' GUTTER
NOTES:
1. THE WALKING SURFACE SHALL BE SLIP
RESISTANT AND A CONTRASTING COLOR
TO THE SIDEWALK.
2. WHEELCHAIR RAMPS SHALL BE PROVIDED AT
LOCATIONS AS SHOWN ON THE PLANS OR AS
DIRECTED BY THE ENGINEER.
3. CONCRETE SHALL HAVE A SIDEWALK FINISH IN
ORDER TO OBTAIN A ROUGH NON—SKID TYPE
SURFACE.
4. A 1/2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE
CURB AND AS SHOWN ON THE DETAIL, THIS SHEEP.
5 WHEELCHAIR RAMP
C-1 1 SCALE: N.T.S.
ASPHALT -
PAVEMENT
CONCRETE
SLAB
DO
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COMPACTED
SUBGRADE
8
C-11
12" 12"
I.
COMPACTED
SUBGRADE
6" CRUSHED AGGREGATE
BASE COURSE
6" CONCRETE/BITUMINOUS PAVEMENT INTERFACE
D w
SCALE: N.T.S.
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PROPERTY FIRE HYDRANT, PUMPER NOZZLE
LINE Q TO FACE STREET
HYDRANT GENERAL CONSTRUCTION NOTES
��----{{STANDARD VALVE BOX
/ \ I PER STD, N0. 5.9
I
NOTES FOR HYDRANT INSTALLATION ON
EXISTING MAIN, USE TAPPING SLEEVE
Qo AND VALVE PER STD, No. 5.12
FIRE HYDRANT- HYDRANT SHALL BE AWWA C502, DRY BARRELL, DRY BONNET, THREE-WAY HYDRANT WITH
3' 6- MIN. BURY, 4 1/2- MIN. MAIN VALVE OPENING, 4 1/2- PUMPER NOZZLE, TWO EACH
�l//////
\\`
ROADWAY
I RIWT OF WAY VARIES j R/FLARED F.ONIECTOR
MD. NABS N rv5428
I CONNECTOR rxi IT.ze
j I OR APRROVED EQUAL
I
z ¢ VALVE BOX PER
f x: STD, NO. 5,9
2 1/2' HOZE NOZZLES, REPLACEABLE BRONZE NOZZLES WITH NATIONAL STANDARD THREADS,
BREAK -AWAY TRAFFIC FEATURE, AND BRONZE ON BRONZE SEAT RINGS. HYDRANT SHALL
HAVE PENTAGON SHAPED C5 SIDED) OPERATING NUT AND SHALL OPEN TURNING LEFT
(COUNTER -CLOCKWISE.)
4' MAX.
I METER MM CITY ONLY
FINISHED GRADE
I i
N SIDEWALK
PAVEMENT
I
BURY LINE Z y
°� I��!
10 CU, FT. M use
6' AWWA C509
CRUSHED STONE I GATE VALVE W/
COMPACTED BACKFILL MJ CONNECTIONS
(TAMPED IN 6' LIFTS)
6' DIP BRANCH PIPE (5' MIN.)
M N •
c{s -
- III TIE
CONC, SETTI G SLAB _ 3/4' BRIDLE ROD & TIE BOLT
I -0'
1'-3' X I'-3 X 4' THICK EACH SIDE W/TOR❑ COATS OF
BITUMINOUS COATING T BLOCK
CONC, THRUST BLOCKING STABLE, WELL- THRUST BLOCK
OMPACTED SUBGRADE
MANUFACTURERS, AMERICAN DARLING MK-73-I
MUELLER CENTURION A421
KENNEDY GUARDIAN
WATEROUS TREND I00
PAINT. CHAINS SHALL BE REMOVED, AND HYDRANT SHALL BE PAINTED WITH RUSTOLEUM #964
FEDERAL SAFETY RED. NOZZLE CAPS AND BONNET SHALL ALSO RECEIVE A COAT
OF ALERT SERIES 1440 SILVER WHITE AS MANUFACTURED BY FERRO, INC.
OIL/GREASE1 HYDRANT SHALL BE OILED OR GREASED AS RECOMMENDED BY MANUFACTURER AFTER
INSTALLATION.
RESTRAINT. ALL INSTALLATIONS SHALL HAVE CLASS A CONCRETE BLOCKING PLACED BEHIND BOTH
TEE AND HYDRANT, EN LIEU OF THREADED BRIDLE RODS, APPROVED GRIP RING OR
LOCKING FLANGE CONNECTIONS MAY BE USED. BOTH GRIP RINGS AND LOCKING FLANGES
SHALL BE U.L. LISTED AND F.M. APPROVED WITH A RATED WORKING PRESSURE OF NOT
LESS THAN 350 PSI WITH A MIN, SAFETY FACTOR OF 2,1. LOCKING FLANGE CONNECTIONS
SHALL ONLY BE PERMITTED WHERE PROPER PLACEMENT AND GRADE ADJUSTMENT CAN BE
PROVIDED.
'
'°: °. RED BRASS OR
' ? av COPPER NIPPLE
.'v• 'v,v.'v,
, v-'. .' '
.. '. '° � a; 'v.a ;°
,'., : ° °
°•°
2' IRON BODY, CONCRETE BLOCKING
BRONZE MOUNT
THRUST COLLAR GATE VALVE
RED BRASS OR
PER STD. N0. 5.2E
SET IN MIDDLE OF COPPER NIPPLE
FULL JOINT (18-20') RED BRASS OR 2' X 12'
- COPPER NIPPLE
2' X 12'
MECHANICAL JOINT
TAPPED PLUG
NK METER BOX
It
: "-
o
BRASS LUMPING DEVICE -
IxuDER TER BO%AssENnr.
INCLUDEDMxE
3/4• N R' TYPE K. COPPER
SERVICE PIPE PER MTN B-96 NAM HOLES
CURS T�
METEaSBO% ASSSSE.MBLY APPRRx. I W FT. CRUSHED
STINK ARpMO USE
Mores
1. METER BOXES ARE TO PLACED IN TURFEB AREAS.
CORP. STOP BY AYES 2. ALL METERS SHALL READ [N CUBIC FEET.
NO. N-19Tn M HAYEs w4D _. METERS SHALL BE PURCHASED FROM CITY OF ROCKY MOUNT ONLY.
I. ALL CORPORATION STOPS, CURB STEPS, ENO NCECONNECTORS, ETC. SHALL
DvttcF TAP , M CO DIAMETER ONLY. LY BE SOLID BRASS MANUFACTURED IN ACCORDANCE WITH AWWA C800.
LARGER DIP A cry IMMS ADS. STANDING IN STREET FACING HOSE, WATER METERS
ALL OTHER NAPS SHALL CI MARE ARE TO BE LOCATED 3• RIGHT OF SEWER STACK.
S0.1R BRASS, TWO CC THREE 6. METER H3/ SHALL II FORD CRESCENT BOX (MODEL ES BY 33 FOR
PWITHIECE FOR l4 AS MANUFACTURED BY FORD METER
WITH AWWA SERVICESADDLEScppLVING 5/8' X 3R OR APPROVED
BOX CO. OR AN APPRGVED EQUAL MODEL.
HYDRANT INSTALLATION (SHEET 1 OF 2)
HYDRANT CONSTRUCTION NOTES (SHEET 2 OF 2)
STANDARD 2" BLOW OFF DETAIL
5/8" x 3/4" & 1" WATER SERVICE
REVISIONSAPPROVED
-
5.1
REVISION I
APPROVED
-
I STD. WO.-
5.2
R VI
NS
C' I
5.4
R VISION
APPROVED
-
TD.
5.5
DATE
REV_
DATE
REVISION
04-07-00
04-07-00
_
.-_
DATE
2-19-01
RE I ION
TOP WITH READER LID
PLAN VIEW (TOP REMOVED) r9
I I
I I
I I e fft
t
C--
rA
l.d A 24'x 36' POLYMER CONCRETE
TOP WITH SKID RESISTANT
1 1/2' OR 2' TYPE K SOFT COPPER7 SURFACE, STAINLESS STEEL
LIFT PINS, & SELF CLOSING
SECTION A -A HOLE EACHENDUSE 6' x 9' READER LID
2' IRON BODY, BRONZE MOUNTED
y. `, GATE VALVE WITH BOX & SHOULDER
SLAB PER STD. N0. 5.9
30'MIN.
TAPPING SADDLE PER T-14.15.4
WMIN.
#57 STONE_ 2- TYPE K SOFT COPPER
NOTES, BY-PASS WITH LOCKABLE BALL VALVE
1. METER DAY SHALL HE PURCHASED FROM I METER SETTER SMALL BE MANUFACTURED BY FORD METER CO.
THE CITY OF ROCKY MOUNT. OR AN APROVED EQUAL AND SHALL BE AS FOLLOWS,
2, VAULT TOP & FRAME SHALL BE MADE OF 11,000 PSI
FIBER & POLYMER REINFORCED CONCRETE, VAULT METER SIZE METER TYPE SETTER NOBEL NO
SHALL HAVE MIN, DIMENSIONS OF 24' WIDE X 36' 1 1/2' DISK VV76-ISE-11-66
LONG X 30- DEEP & SHALL BE MODEL 0 WAO0-2436-30C 2' DISK VV77-163-11-77
BY CDR SYSTEMS CORP., QUAZITE MODEL 0 PU4361D30
BY ETROlGWELL, INC.. EQUAL.DR AN APPROVED STANDARD WATER METER VAULT 0 1/2" & 2")
NOTE, MECHANICAL JOINT TAPPING SLEEVES SHALL HAVE A WORKING
PRESSURE OF NOT LESS THAN 200 PSI HAVING RIGID CAST DUCTILE
IRON BODY SUITABLE FOR INSTALLATION ON BOTH DUCTILE IRON PIPE
AND CAST IRON PIPE WITH OUTLET FLANGES PER ANSI/AWWA C110/A21.10
SPECIFICATIONS. THE VALVE SHALL BE MANUFACTURED TO AWWA
SPECIFICATION CLASS 350, OPEN LEFT.
PLAN
NOTES
1. CONCRETE SHALL NOT CONTACT BOLTS
OR ENDS OF MECHANICAL JOINT FITTINGS.
2. SEE STANDARD THRUST BLOCK TABLES,
FOR AREA OF CONCRETE REQUIRED.
3. 2500 PSI CONCRETE CLASS B REQUIRED.
4, TAPPING SLEEVE & VALVE SHALL BE BOLTED
IN PLACE & PRESSURE TESTED PRIOR TO
TAPPING GF EXISTING MAIN.
GRADE 3'6' MIN.
ABOVE TOP OF
PIPE
C
4 . !
i.
. i! l
♦ .L_a A`
SECTION
2500 P.S.I, CONCRETE
CLASS B
REQUIRED
SOLID CONCRETE OR BRICK
BLOCKING SHALL BE USED
AS FOOTING FOR DUCTILE
IRON PIPE
r TAPPING
SLEEVE
VALVE
. I
EXISITING O O p
-.4. M41N
I
i
TAPPING SLEEVE & VALVE
zU
w
0!
PLAN
A
[SE4L37it:YlifQd��M�➢
D�7F����EQ9
[F�:IR1i3�t3F�<Q4i�9
IF48(Fi1BF�FYtit�t�➢
LGV'iE4T�fY-��M.�tQ6➢
IT�:7T9:{li
�'i
f P-�
SQL➢
F1N2F�EFY0LM2�MEM
R�:(G93C��F�f?�FY�➢
F7733%fliFY.��M:1a�-�Ai
TRENCHING & BLOCKING OF TEES
F{�M:rl�ur{G/(.y:7�E*-dP3��y4E
FZY'rzMra��Bly:�E.
--N-
yy
FZY:rZY'F{ j��g]��3I7�R°Y�IB
F,EiF��YC7��
FID'S:T�Ef{�IiEY�t'YIi�Y➢
FDYA:BT.FZ7�70T11FY-�ItSf9
RTT,7.i�E#T�1aEF�
t°Y>i�➢
15
7
8' 5/16'
8' iu N
16' v
N
Fy
1/8,
I I I (U
7/16---I F 4 5/8'--I F^-7/16'
NOTE,
1. VALVE BOX SHALL BE TELESCOPIC
iu 11' WITH SCREW TYPE ADJUSTMENT.
•-----}----- -F 2. VALVE BOX SHALL BE CAST FROM
I ASTM A-48, CLASS 30 IRON & SHALL
(u BE FULLY BITUMINOUS COATED FOR
��. DIRECT BURIAL,
N
3. VALVE BOX SHALL BE VBX-TE-3B AS
MANUFACTURED BY DEWEY BROTHERS,
3/8' I iV INC. OF GOLDSBORD, NC OR APPROVED
EQUAL.
4. FOR INSTALLATION DETAILS, SEE
STD. NO. 5.10.
STANDARD VALVE BOX
REV IONS APPROVED-- .NO.
- 5.9
DATE REVISION
04-07-00 -
3/4' ALL -THREAD
STEEL ROD (CUT TO
TEE LENGTH) ��
V DIP NIPPLE
4 O O
THRUST BLOCKING PER MECH. JOINT CONNECTIONS
STD. NO, 5.19
GENERAL NOTES
1, ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL
BE COATED WITH 2 COATS OF BITUMINOUS BASE PAINT.
2, CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF
MECHANICAL FITTINGS.
3, 2500 PSI CONCRETE CLASS B REQUIRED.
GATE VALVE
ROD REQUIREMENTS
BRANCH SIZE
NO. OF RODS
4"
1 2 EA.
6"
2 EA.
e"
4 EA.
12"
4 EA.
IB"
6 EA.
20"
8 EA.
24"
6 EA.
RESTRAINED TEE & VALVE FOR BRANCH LINES
PLAN
2 EA. C.I. FRAME & COVER PER STD.
DWG. NO. 4.6 SECURED WITH MORTAR
FLOW
ELEVATION
IF - ---'1/----I I--------,
0
II
II
L------J L - - - - - - J
' 4'-3' 6' 4'-3' !
MIN
MIN.
NOTE- FOR GENERAL CONSTRUCTION NOTES,
REFER TO STD. NO. 4.18.
6' MIN. CLEAN WASHED
WELL COMPACTED SUBGRADE STONE BEDDING
(95% MIN. STAND PROCTOR) (NCDOT #57 OR EQUAL)
OIL/GREASE INTERCEPTER (1000 GALLON & LARGER CAPACITY)
REVISI NAPPROVED
4.17
DATE REVOWK
01-30-03 -
APPROVED METHOD FOR EXTENSION STANDARD VALVE BOX
DF VALVE BOX TOP SECTION
- � �_........r_ OVER
L- USE 5' HEAVY WEIGHT
CAST IRON SOIL PIPE
PAVEMENT
STANDARD
STAB -IN SOIL FOR EXTENSIONS
VALVE BOX
PIPE CASKET
�VB
BOTTOM SECTION
NOTE, EXTENSION OF VALVE BOX USING STRAIGHT PIPE
SHALL ONLY BE PERMITTED TO A DEPTH OF SIX (6') FEET.
VALVE
FOR DEEPER VALVE INSTALLATIONS, STEM AND OPERATING
BOX
NUT EXTENSIONS MUST ALSO BE PROVIDED,
OUTSIDE PAVEMENT INSTALLATION TAMPED BACKF[LL
CLASS A
CONCRETE
v v
°
v
° b
-
VALVE BOXNUT
6' MIN.
vV
v o, TO CONTACT
MAIN NOR VALVE
THICKNESS
�--2'
TTI
°v a
IN PAVEMENT INSTALLATION
W. MAIN
VALVE
W. MAIN
vv
WATER "1
2' v o
v '
SHOULDER SLAB
STABLE WELL
COMPACTED SUBGRADE
VALVE BOX INSTALLATION DETAILS
UNDERGROUND CLAMPS AS -
MANUFACTURED BY STELLAR
CORP. OR EQUAL SIZED
APPROPRIATE TO VALVE.
CLAMPS BOLTED TO STEEL
RODS.
PVC PIPE
PVC PIPE
-'-
. I .
O
3/4' THREADED
STEEL
RODS
'
USE 250E
PSI
CONCRETE
IN
. p
FOTIWS
ry
-
Tr
H
H-I
.•
5' 3'
3' 3'
1. RODS SHOULD EXTEND TO TOP OF PIPE CROWN.
3, COAT EXPOSED STEEL RODS
2. X x Y MUST EQUAL THE SQUARE FOOTAGE OF
AND CLAMPS WITH
THE AREA AS SHOWN IN THE TABLE BELOV.
BITUMINOUS BASE PAINT.
BEARING SURFACE AREA FOR VALVE FOOTINGS
NOTE
THIS STANDARD IS TO BE USED FOR PVC SEWER
FORCE MAINS OR PRIVATE WATER SERVICE ONLY.
VALVE FOOTING
5.14
4T REVI C
)7-00 -
GENERAL NOTES:
1. REINFORCED CONCRETE SECTIONS SHALL HE MANUFACTURED IN ACCORDANCE THEIR Am SOD. LATEST EDITION
AND SHALL HAVE 60 MI YIN. TENSILE STRENGTH REINFORCING STEEL AND 4,00E PSI YIN. COMPRESSIVE
STRENGTH CONCRETE.
2. ALL PRKCAFT CONCRETE MANHOLES SHALL BE YANVFACTUlUD IN ACCORDANCE WTTH ASTIR C 475. UMSF
EDITION.
3. ALL PRECAST CONCRETE YAM" SHALL BE MATNUFLC IHISID IN ACCORDANCE WITH ASTM C 857. LATEST
EDITION.
4. ALL MANHOLES. VAULTS, AND CASTINGS REFUSED TO VEHICULAR TRAFFIC SHALL BE DESIGNED TO THTESTAND
IUUH[T'O H-20 MADINGS.
5. ]DINTS BETWEEN PRECAST CONCRETE SECTIONS SHAY, BE SEALED WATERTIGHT USING EITHER O-RING
GASKETS CONFORMING TO ASTII C 4IS OR BUTYL RESIN CONFORMING RYE BASUTO M I96.
6. A MINIMUM OF SR (S-) INCHES OF CLEAN, WASHED, GRADED STONE YIX SUCH 157 OR 167 SRALL BE
PROVIDED MR SETTING AND LEVELING PRECAST SECTIONS.
7. ALL COMYDRCW, FOOD HANDLING ESTABUSHUNTS SHALL BE REQUIRED TO HAVE AN OIL/GRBAEE
INTERCEPTOR ON SITE. THE INTERCEPTOR SHALL NOT BE PLACED IFHHIN PUBLIC REGBTS OF WAY OR
EAS OCIUM.
S. THE REQUIRED CAPACITY FOR OM/GREASE INTERCEPTORS SHIJL HE BASED ON TWENTY GALLONS PER
RESTAURANT BUT, BUT SILALL NOT BE LEES THAN A YMIMUY OF FIVE HUNNBD (500) GALLONS. WHERE
ON -BITS FOOD PREPARATION OR DISH WASHING OCCUR, A MNJUREA OF ONE THOUSAND (1000) GALLONS OF
CAPACITY =A:L BE PROVIDED. ADDMIONU, FLUOR AND STORAGE CAPACITY KAY BE REQUIRED WHERE A
SUBSTANTIAL PORTION OF THE MOD PREPARED IS NOT CONSUMED ON SITE (I.E.: '➢RIMS-T®R)UGH,"
'TAKE-OUT,' OR DELIVERY SERVICES.)
NOTES FOR OIL/GREASE INTERCEPTORS
REVISIONS P ED STD. NO.
4.18
O1-31-03 -
is
- THRUSTI COLLAR
5' MIN �{
I i
E-- 5' MIN -•-�
'•! CONCRETE THRUST BLOCK
AT ALL 45 DEG, BENDS
3/4THREADED
1/4' STEEL PLATE STEEL RODS
ROD REQUIREMENTS
SIZE OF 45 DEG. BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
6' 4,328 2
8' 7,694 2
12, 17,312 2
16, 30,779 4
20' 48,091 6
24' 69.252 8
1 ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHAL
L BE
COATED WITH 2 COATS OF BITUMINOUS BASE PAINT,
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL
JOINT BENDS.
STANDARD VERTICAL BEND
GRADE 3'6' MIN.
ABOVE TOP OF
PIPE
tTRENCHJ�'
3,ASECTIONPLAN
250E P.S.I. CONCRETECLASS BREQUIREDBEND & BLOCKING OF 450 BENDS
REVI I NS PROW T , 0.
5.22
DA ON
07-
NOMINAL DIAMETER
AB
C
6'
1'4'
1'0'
1'2'
B'
I'6'
1'0'
1'4'
2'16'3'0'2'8'20'4'0'3'0'24'S'0'42'
N4�
NOTES,
1. MIN. GRADE FOR 4' SEWER
SERVICE SHALL BE LO % U/8'
PER FT.) RECOMMENDED MIN.
GRADE SHALL BE 2.0 %.
2. DEPTH OF SERVICE AT
PROPERTY LINE MUST BE
SUFFICIENT TO PROVIDE AT
LEAST MIN. GRADE TO
BUSINESS OR DWELLING AND
12' MIN. COVER OVER SERVICE.
3. FOR NEW SUBDIVISIONS,
CLEANOUT STACKS SHALL BE
PLACED 3' TO THE LEFT OF
THE WATER METER WHEN
LOOKING FROM THE ROADWAY
OR SEWER MAIN.
4. ALL SERVICES SHALL HAVE A
CLEANOUT PLACED AT THE EASEMENT
OR RIGHT OF WAY LINE. ALL CLEANOUTS
SHALL BE CAST IRON WITH BRASS
PLUGS. CAST IRON DOUBLE -HUB
CONNECTORS (30' MIN.) MAY BE USED TO
TRANSITION FROM PVC SERVICE PIPE.
5. ALL PVC FITTINGS SHALL BE OF
HEAVY WALL CONSTRUCTION (115 PSI
MIN. PIPE STIFFNESS.)
6. ALL PIPE WITHIN RIGHTS OF WAY
SHALL HAVE PUSH -ON JOINTS WITH
ELASTOMERIC GASKET SEALS.
7. SIX INCH AND LARGER SERVICES
SHALL CONNECT AT MANHOLES.
1/4 OR 1/8 BEND
MONOLITHIC 'Y' V/
1/4 BEND FITTING
SEWER MAIN
STANDARD 4" SERVICE LATERAL
12:'
I' STUB W/PLUG4' CAST IRON SOIL PIPE OR
\_4' DUCTILE IRON OR
4' PVC (SDR 23.5 OR SDR 26)
4.1
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