SW6120804_APPROVED PLANS_20120921

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
�Q/�2
YYYYMMDD

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Rip Rap Outlet protection
Rational Aveme
Flew Velocity Stone
NCDOT
Apron
Apron
Apron
Stone
Pipe
Diameter
iQ��, but WDOT . Diameter
Rp Rap
Class
Length
(La) (ft)
Width
(Wa1) (1t)
Width
(W� (t)
Depth
on)
Outlet Structure (do) (in)
( S�) (FPS)ZONE (05D) (in)
10
8
6
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8
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.20
DRAINAGE PLAN
SECTION FOUR
OWNERf DEVELOPER: � � E . SUMMIT
.
DIVERSIFIED HOLDINGS LLC
350 WAGONER DRIVE PROPERTY OF
FAYETTEVILLE, NC 28303
PHONE: [phone] DIVERSIFIED HOLDINGS LLC
FAX: [phone]
BARBECUE TWP. HARNETT CO., NORTH CAROLINA
ENGINEER/SURVEYOR: SEPT. 2012
AIOORMAN, KIZER & REITZEL, INC. SCALE: 1 " = 100'
PO BOX 53774
FAYEITEVILLE, NC 28305 GRAPHIC SCALE IN FEET.
PHONE: [phone]
-1ao -w: Q ;00 2W aaa
FAX. [phone]HT. _4F-14
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CONSMILIC71710N SPEC OCATfONS
1. Clear the area of all debris that might hinder excavation and
disposal of spoil.
I Grade shallow depression unifornJy towards the inlet with side
slopes no greater that 2:1. Grade a 1-foot wide level area s04 inches
below the area adjacent to the inlet.
3. Install the Class B or Class I riprap in a circle around the inlet:
The minimum crest width of the riprap should be 18 inches, with a
minimum bottom width of 7.5 feet. The minimum height of the stone
is 2 feet.
4. The outside face of the riprap is then lined with 12 inches of NC
DOT 15 or 057 washed stone
inspect rock doughnut inlet protection at least weekly and after each
significant (W inch or greater) rainfall event and repair immediately.
To provide satisfactory inlet protection efficiency, remove sediment
from the sediment pool arm when the volume is decreased by half.
This will help provide adequate storage volume for the next rain.
Stabilize excavated material appropriately.
Take care not to damage or undercut the structure during sediment
rernoval. Remove debris from the inlet and replace stone as needed.
If the inlet was covered with wire mesh the mesh should be Cleaned of
debris.
When the contributing drainage area has been adequately stabilized,
remove all materials and dispose of sediment property. Bring the
disturbed area to the grade of the drop inlet. Smooth and compact as
it is needed.
Appropriately stabilize all bare areas around the inlet with ground
cover.
f)FWATFRING rONrRFTF RI nl_K
TEMPORARY SEDIMENT
pnnl
2'
SEDIMEI
2.1 SLOPE, GRAVEL FILTER
HARE DEWATERING
SCREEN /
TYPICAI. BLOCK & GRAVEL INLET PROTECTION DETAIL
NTS
1. All disturbed areas shall be dressed to typical sections and plowed to a depth of 5 ihdrea.
The top 2 Inches shall be pulverized to provide uniform seedbed NOTE: Line should be applied
with necessary equipment to On uniform distrbutlm of these materials. The hand -bucket
method is not occepta - Lime and fertitzer should be incorporated into the soil prior to
2. The following are rates and kinds of these materials to be applied e98-ACBL .
KM i Rye 5500 �
PwmxxAa Bahlogross 50 lbs.
Kentuckr 31 Fescue 50 lbs.
Korean Lespadem 15 lbs.
cent" 50 lba.
Conwhan errNrdograss 25 lbs.
10-20-20 Fertilizer 5W lbs.
Agricultural Limestone 4000 lbs.
3 Seeded area Shall be culti;xwk d to firm seedbed and to cover seed.
4. Grain abow did be applied over seeded areas as mulch. No bare ground shall be visible
In the mulched area if proper applications is achieved. Thick dumps of straw are not
pSm►1Wbko an uniform coverage Is smIOected. Straw shall be applied at a minim. of 4000
5 The muldhed area snail be tacked with liquid asphalt sufficient too hold straw in place
whor directed by Engineer.
6. Ditch treatmst shall be used in areas where eteep grades could cause ditch ern-kn Use
of jut• moth, ezcddor, matting, or fiberglass rovhg is occeptal" ditch treatment should be
Installed before mulching operotion_
7. Builder Is to provide a Permanent ground cover euffident to restrain erosion an Such
exposed areas within 15 working days or 90 calendar do^ whichever is shorter. after
completion of construction development.
Approved Tail Fescue Cultivam
Anthem Adventure Adventure II Amigo
Austin ApacheApache II Arid
chapel Hill ant a Bonanza Bonanza il
Crossfire II Chesapeake Chieftain Coronado
Falcon Debutante Duster Falcon
Genes Fihekawn Petite Fhnelown Finelown I
Grande
Monarch arch Jaguar III Kentucky 31 Kitty y Ha Hawk
pocer Montauk Mustong Olympic
Rebel Phoenix Pixie pyramid
Safari Ram Jr. Rebel il Renegade
Tomahawk Shenandoah Tempo Titan
Wblipock Trailblazer Tribute Vegas
Fertilizer shall be 10-20-20 analysis. Upon written approval of the Engineer, a different
analysis of fertilizer may be used provided the 1-2-2 ratio is maintained and the rate of
application adjusted to provide the same amount of plant food as a 10-20-20 analysis.
DROP INLET
WITH GRATE
CONSTRUCTION SELQFICA33ONS
1. pear the entrance and adt area of all vegetation. roots,, and other
objectionable material and properly grade it.
2. Place the gravel to the specific grade and dimensions shown on the
plans, and smooth it.
3. Provide drainage to carry water to a sediment trap or other suitable
outlet.
4. Use geotextile fabrics because they improve stability of the foundation
in locations subject to seepage or high water table.
MAINTENANCE
Maintain the grovel 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 dean
it out as necessary. Immediately remove all objectionable materials spilled. washed.
or tracked onto public roadways.
GRAVEL EN7RAMX SHALL BE 50 FEET
Nil LENGTH AND 20 FEET IN IIID7H
MITH 20 F00T RADKIS AT E%ffn i
ROADWAY
Fi1FR f w11SFED MUC
GRAVEL CONSTRUCTION ENTRANCE
OOURSIREM7E
TEMPORARY GRAVEL
CONSTRUQTION ENTRANCE
N.T.S.
Fertilizer used for an all roadway areas except dopes 21 and steeper shall be 10-20-20
approvalwrittenapprovalof�eer, a dflrrwnt analysis of fertilizer may be used provided grade and shall be
applied at the rate of 500 pounds per ocxe (560kg per hectare). Upon the 1-2-2 ratio Is maintained
and the rate of application adjustsd to provide the vane amount of plant food as 10-20-20 andyei4
Fertilizer used far topdressing on slopes 2:1 and steeper and waste and barrow arras shall be 16-5-8
grade and shag be applied at the rote of 500 pounds per we (560 kg per hectare). Upon written
approval of the Engineer. a different analysis of fertilizer may be used provided the 2-1-1 ratio Is
maintained and the rote of application odjreted to provide the some amount of plant food an 16-8-e
a cysts.
Crimping Straw Mulch:
Crknpkhg will be required an these project odpoont to any section of roadway whore traffic Is to be
maintained or allowed during construction. in oreos within six feet (2 meters) of the edge of pavement,
straw Is to be crimped and the immediately tacked with asphalt tads.
Crimping of strove in lieu of asphalt tack will be allowed an thls project subject to the following eonclKlons:
An onam seeded and mulched shall be crimped and/or tacked with asphalt as directed by the Engineer.
Crimping will be limited to dopes 4A or dotter unless the Contractor can demonstrate to the Engkueer
that the steeper slopes can be negotiated without after" the typical section.
Straw mNcleh to be of eui6elent length and Waitty to withstand the crimping operation and provide
adequate ground cover.
Crimping equipment Indudsng power source shall be subject to the approval of the Enginew proAfng that
maximum epoclng of crimper blades shall not exceed 8 ihchss (200 mm).
1. All erasion and sedlmient annual practices will be checked for stability and operation
following every storm event. but in no sass less than once every west Any repairs or clearing
necessary to maintain erosion and sediment control practices sell be completed immhediately.
2. All Seeded areas will be refstlized, reseeded as necessary, and munched according to the
The kinds of seed and fertilizer, and the rates of application of seed. farillzar, and l(mestorm
stall too as staled below. During periods of over{appiig dotes, the kind of seed to be used
shall be determined by the Engineer. All rotes per acre (kilogram* per hectare.)
March 1 - August 31 September 1 - February 28
50# (55kg) Tall Femme Will (55kg) Tali FE-
5/ (04) Centipede 5# (64) Centipede
250 (2akg) BorTM+do9rame (hulled) 35f (fig) Barmudogras (unhhlled)
500# (560kg) Fertilizer 500# (56akg) Fertilizer
40WP (4500kg) Liam rtme 400W {4500kq) Linestane
Slopes 2:1 and Steeper and Waste and Barrow Locations;
Mach 1 - August 31 September 1 - February 28
75# (55kg) Tali Femme 75# (65kg) Tall Fescue
25# (204 Bermudagross (hulled) 35# (40kg) Bwmudogr'om (unhulled)
5000 (560kg) FerNizer 500# (560kg) F-01ter
40WO (4500kg) Limestone 4000# (4500kg) Limestone
f r w 4ri�a
31
ra+zr- �: *-r*Sanwa
k1�aDEta
ATere 6101E WK AS N900 10 ROOM
aonwerM sax Ot
e
PIPE OUTLET TO FLAT AREA -
NO 1IB11-DEFINIM CHANNEL
a
HQML
1. La Is the length of the rtprap apron.
2. Dw1.5 tines the mmdlnum stone
diameter but not Ion than 6".
3. in a well-defined channel extend the
apiar up the cha i banks to an
elevation of 6" above the maxtrmum
taiwater depth of to the top of the
bank, whichever Is lead
4. A filter blanket or filter fabric should
be installed between the riprop and
sot foundotlon.
1. Ensure that the wrbgrade for the filter and riprap follows the required lines
and erodes shown In the plan. Compact any fill required in the subgrade to the
density of the surrounding undisturbed materiel. (pow areas in the subgrods an
undisturbed sail may also be Mad by kx reosing the riprop thickneee.
2. The dprop and gravel filter must conform to the specified grading limits
shown an the pkxw
3. Filter cloth, when used, must meet design requirerrrents and be properly
protected trom punch or tearing during Installation. Repair any damage by
removing the riprap and placing another piece of Star cloth over the damaged
orso. Ali connecting joints should overlap so the top layer Is above the
downstream layer a minimum of 1 That If the damage is extensive, replace
the entire filter cloth.
4 Ror may be placed by squlpment, but take ogre to avoid damaging the
fi
5. The minimum tliilkneae of the romp should be 1.5 times the maximum
stone diameter.
6. ROM may be field atone or rough quarry stone. It amid be hard,
angular, highly weather-rsalstaht and well graded.
7. Construct the apron on we grads with no overfill at the and. Make the
top of the riprop at the downstrwom and level with the receiving area or slightly
below IL
8 Ensure that the apron is properly aligned with the receiving stream
and pref rabiy straight throughout its length. If a curve is needed to frt site
coalitions. (lace it in the upper section of the apron.
9. Irnmsdately after conebruction, stabilize all disturbed areas with vAegetation
(Practices 6.14% r..r.,.f Awdhtp and &11. ii..,.a."i dwiibll .
MAINTENfibU
Inspect riprap outlet structures weekly and after significant (} 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 frrlhr damage.
RIP -RAP OUTLET PR07ECTM
NTS
5' MIN
.•
or #57 washed stone7-\
.��rraw•
r.I•:�•44,T5' MAX.
. .
N
FILTER FABRIC
CROSS SECTION OVERFILL 6" FOR
NTS SETTLEMENTDesign settled +
top
4' MIN.
I 1.5'
5, EMERGENCY
max_ 2:1 SIDE SLOPE MAX BY-PASS
ELOW
2' to 3.5' f111 FILTER FABRIC EXIST. GRADE SETTLED TOP
OF DMA
' �-- I.-1 SIDE SLOPE MAX
3' MIN. CLASS B RIP RAP
STONE SECTION
NTS
TiE AMRAItY SEDIDWYM TRAP
CONSTRUCTION SPECIRCAMONS
I. Clear, grub and strip the arm under the embankment of all vegetation and root mat. Remove all surface soil Containing
high amounts of organic mutter, 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 nprap and the soil from piping by
using falter fabric or a keyway cutoff trench between the riprap structure and soil.
.Place the filter fabric between the riprap and the soil. Extend the fabric across the spillway foundation and sides to the top of
the dam, or
&E.xcavate a keyway trench along the centerline of the spillway foundation extending up the sides to the height of the dam. The
beach should be at least 2 feet deep and 2 feet wide with 1.1 side slopes.
4. Clear the pond area below the elevation of the crest of the spillway to facilitate sediment deanout
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 feet and maximum side
slopes of 1:1 that extend to the bottom of the spillway section.
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 embankmenL Keep the thickness of the sides of the spillway outlet structure at a minimum of 21 inches.
The weir nsrat be level and constructed to grade to a aim design capability.
8. Material used in the stone section should be a wen -graded mixture of store with a d50 size of 9 inches (class B erosion
control store is recommended) and a maximum stone sine of 14 inches. The store may be machine placed and the smaller stories
worked into the voids of the larger stones. The stone should be hand, angular and highly weather-DesistanL
9. Discharge inlet water into the basin in a manner to prevent erosion. Use temporary slope drains or diversions with outlet
protection to divert sediment4aden water to the upper end of the pool area to improve basins trap efficiency ( References: Runoff
Control MuMMS cord Otuild Protertioa).
10. 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 store outlet section flush with the
surrounding ground, and shape the center to confine the outflow stream (Rtftw es: Surface Stabilizatian) .
11. Direct emergency bypass to natural, stable areas. Locate bypass outlets so that flow will not damage the emmbanlanent.
12. Stabilize the embankment and all disturbed areas above the sediment pool and downstream from the trap immediately
after construction (R*mwes: Surface Stabilization) .
13. Show the distance from the top of the spillway to tine sediment deanout level (1/2 the design depth) on the piam and marls
it in the field.
14. Install porous baffles as specified in Practice 6.65, Pmus Baf f1m .
MAINTENANCE
Inspect temporary sediment traps at least weekly and after each significant (1/2 inch or greater) rainfall event and repair
immediately. Remove sediment, and restore the trap to its original dimensions when the sediment has accumulated to ere -half
the design depth of the trap. Place the sediment that is removed in the designated disposal area, and replace the part of the
gravel facing that is impaired by sediment
Check the structure for damage from erosion or piping. Periodically check the depth of the spillway to ensure it is a mmirtimum of
1.5 feet below the low point of the embankment immediately fill any settlement of the embankment to slightly above design
grade. Any riprap displaced tram the spillway mhhst be replaced immhediaiely.
After all sediment -producing areas have been permanently stabilized, remove the structure and all unstable sediment Smooth
the area to blend with the adjoining areas, and stabilize properly. (Reftrrnces: Surface SlaUliza ion)
TEMPORARY SEDIMENT TRAP
N.T.S.
TXWOPARY MDING 111I3000NDMAT10ii118 (a)
DRAWN BY:
RSW i CCB
>I>mts and Early Speln j
>Rsg
CHECKED:
SEEDING MU(TME
SEEDING MIIk7lRE
JMK JR.
SPEOES RATE (LB.lA01E)
RATE (Le./Aar,)
REVIEWED:
Rye (gran) 120
Rye (groin) 120
JMK JR.
Annual Iespedezo (kobs In
Piedmont and Coastal Plain,
SEEDING DATES
DATE:
AUGUST
2012
Korean In Mountains) 50
Omit annual lespedezo when duratcn of temporary cover is
Usk. 15
not to extend beyond Jkme
Coastal Plain and pie
oastairrs--Aug. p6
Coastal 15-pee. 30
SEEDING DATES
SOIL AMENEKENTS
(�
Mountains --Above 2500 ft Feb. 15-May 15
Fellow soil tests or apply 2.000 lb./acre ground agricultural
Z
Below 2500 ft. Feb. 1-Moy 1
limestone and 1.000 Ib./acre 10-10-10 fertilizer.
Piedmont --Jan. 1-May 1
Apply 4.000 lb./acre straw. Anchor straw by tacking with asphalt.
Coastal Ploln--Dec. 1-Apr. 15
netting, or a mulct anchoring tool. A disk with blades set nearly
SOIL AMENDMENTS
Straight Can be used as a mulch anchoring tool.
Fallow recommendations of soil tests or apply 2,000 b./acre
MAINTENANCE
Z
Z
Q
ground agriculture limestone and 750 Its./acre 10--10-10 fertilizer.
Repair and refertilize damaged areas immediately. Topdrew with
W
MlILe74
50 lb. acre of nit / capon in rrrord'm. If it is necessary to extend
W
Apply 4.000 b./acre straw. Anchor straw by tacking with asphalt.
temporary cover beyond June 15, overseod with 50 Ib./acre
Kobe (Piedmont and Costal Plain) or koreon (Mountains) lespeciza
LL
m
netting, or a mulct anchoring tool. A disc with blades set nearly
in late February or early March.
straight con be used as a mulch anchoring tool.
0
U
MAINTENANCE
O
Refertilize If is not full
growth y adequate. Reseed, r:fertlliza
(n
and mulch Immediately following erosion or other damage.
Z
(�
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0
TEMPORARY SMING RBCOYII1111TWATIONS (b)
W
H
c)
samm w
rn
ail
SEEDING "KT RE
au/ /
LLI
a
Q
SPEpeB RATE (LB.lAC
O
Lu13E)
r
�
German millet 40
a
u-
Z
In the Piedmont and Mountains. a ertali-stemmed Sudongross may
O
by substituted at a rate of 50 lb./ocre.
W
U
SEEDING DATES
Mountain* --May 15-Aug. 15
p
W
Piedmont --May 1-Aug. 15
=
Z
Coastal Plain --Apr. 15-Aug. 15
^
SOIL AMENaiEWM
M
Fallow recommendations of soil tests or apply 2,000 lb./acre
UJ
ground agriculture limestone and 750 b./sore 10-10-10 fertilizer_
Ul
MULCH
Apply 4.ODD lb./acre straw. Anchor straw by tacking with asphalt,
LLI
netting. or a munch anchoring tool. A disk with blades act nearly
straight con be used as a mulch anchoring tool.
MAMTErlANri
RONtilize if growth Is not fully adequate. Reseed, refertilize
and mulch immediately following erosion or other damage.
The SfirIng Method
Figure 6.62b
Drive over each side of silt
fca2t
8 max. standard strength fabric
ke o 4 times with
device exerting 60 p.s.i. or
with wire fence 6' max. extra
greater
siren th fabric without wire fence
Ponding height
max. 24"
POST SPACING:
Steel
Attach fabric
6' max. on open runs
pos
Plastic or to upstream
4' max. on pooling areas
Wire
wire ties side of post
fence
a
FLOW
STEEL POST DEPTH:
Natural
2 feet
3- down dt 4"
forward along
the trench
PLAN -MEW
NTS
No more than 24"
Wil of a 36" fabric
Plastic fence er Backfill trench is allowed above ground.
or wire fabric and compact
ties thoroughly
Steel Natural Roll of
9 Top of Fabric
Belt
top a'
ATTACHMENT DETAILS:
-Gather fabric at posts,
If needed.
-Utilize three ties per post,
all within top 8" of fabric.
-Position each tie diagonally,
puncturing holes vertically
a minimum of 1" apart.
• Hang each tie on a post nipple
and tighten securely.
Use cable ties (50lbs) or soft wire.
pas ground
Operation
silt fence
Post
ps ape
installed
Silt after
24"
Fabric
above
-0 ground
Fence compaction
CROSS-SECTION VIEW
NTS
Hor zon a
chisel p°in
I
Slicin blade
Completed
Installation
(Figure 6.62o Installation detail of a sediment fence.)
"gwidth}
(3 width)
SEDIMENTFFIKE
Vibratory plow is not acceptable because
NTS
of horizontal compaction
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CONSTRUCTION SPECIFICATIONS
5;� 114*
MATERIALS
1. Use a synthetic finer fabric of at least 959(h by weigh) of polyolefirls or
SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD
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polyester, which is certified by the manuFadtirer or supplier as conforming to
ad a
Inof excavatiorg trench, placing fabric and then badrflWrhg trench,
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the requirements in ASTM D 6461, which is shown in part in Table 6.62b
sediment
rt fence ma h t>installed using is
y ng � tly designed � f dud
inserts
ion W r
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(Refer to the Erosion and SedmeW CoWrd Planning and Design Manual,
the fabric into a cut sliced in the ground with a disc (Figure 6.52b).
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Chapter 6, Section 62-2).
INSTALLATION SPECIFICATIONS
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Synthetic filer fabric should contain tritraviolet ray inhibitors and stabilizers
1. The base of both end posts should be at least one foot higher than the
to provide a minimum of 6 months of expected usable corhsbu�on life at a
middle of the fence. Check with a level if neoessary.
temperature range of 0 to 127 F.
2. Install posts 4 feet apart in critical areas and 6 %d apart on standard
2. Ensure that posts for sediment fences are 1.33 IbAinew ft steel with
applications.
a minimum length of 5 feet. Make sure that steel posts have projeclions to
3
facilitate fastening the fabric.
Instal 2 feel lee on
Pis p the downstream side of the sik fence, and
as close as possible to the fabric, enabling posts la support itle fabric from
3. For reinforcement of standard strength fixer fabric, use wire fence with a
upstream water pressure.
minimum 14 gauge and a maximum mesh spacklg of 6 itches.
4. Install with the rip
ples pales facing may from the silk fabric.
CONSTRUCTION
❑ sssb
1. Construct the sediment barrier of standard strengtll or extra strength
5. Attach the fabric to each post with three ties, all spaced within the top 8
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synthetic fifer fabrics.
inches of the fabric. Attach each lie die orhall 45
9 Y degrees through the fabric,with
with each puncture at least 1 inch vertically apart. Also, each to should be
2. Ensure that the height of the sedirrlent fence does not exceed 24 ladles
positioned to hang on a post nipple when tightened to prevent sagging.
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above the: ground surface- (Higher fences may impourhd volumes of water
Sufficient to cause failure of the sbul2irre.)
6. Wmp approximately 6 inches of fabric around the and posts and secure
with 3 ties.
h the
3. Construct the fitter fabric from s are continuous roll cut to utthe fasten
barrier to avoid joints. When joints are rteoessary, serxrely fasten ifle Piker
7. No more than 24 inches of a 36 inch fabric is alawed above ground
cloth orgy at a support post with 4 feet minxnum overlap tD the next post.
level.
4. Support standard strength filter fabric by wire mesh fastened securely 1a
8_ The installation should be checked and corrected for any dsvWions. before
the upstope side of the posts. Extend the wire mesh support to the bottom of
compaction'
the trench. Fasten the wire reinforcement, then fabric on the upslope side of
the fence post. Wire or plastic zip ties should have minimum 50 pound tensile
g Compaction is vitally important for e#fective results. Compact the sail
strength.
immediately next to the silk fence fabric with the front wheel of the tractor,
a`
skid steer, or roller exerting at least 60 Pounds per equwe irtcth. Camped the
5. When a wire mesh support fence is used, space posts a maximum of 8 feet
upstream side first, and then each side twice for a total of 4 trips.
apart. Support posts should be driven searely into the ground a minimum of
MAINTENANCE
24 inches.
Inspect sediment fences at least once a week and after each raahfalt. Make any
a
6. Extra strength fifter fabric with 6 feet
ng post spacing does not rec{hire wire
required repairs immediately.
I
mesh support fence_ Securely fasten the faker fabric dkecdy to posts. Wee or
plastic zip ties should have mirtimurl 5o pound tensile strergth,
Should the fabric of a sediment fence collapse, tew, decompose or becaIme
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ineffective, replace it promptly.
t Excavatewide and 8 figures deep along
pose a trench approximately 4 i from
tine proposed trine of posts and uPsbPe from the barrier (Figure 6.629).
Remove sediment deposits as necessary to provide adequate dosage volume
opoommommoommmo
SCALE HOR. 1"417
for the next rain and to reduce presste on the %nos. Take care to avoid
VERT_ 1"-4
8. Place 12 inches of the fabric along the bottom and sine of the trench.
undermining the fence during deanou t,
BOOK NO.
9. the trench with soil placed over the filer fabric and compact,
Remove all fencing materials and unstable sediment deposits and brims the
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Thorroughough compaction of the Hackfiil is critical to silt fence perfonnarxx3.
area to grade and stabilize 0 after the contributing drainage area has been
SHEET
properly stabilized.
10. Do not attach fitter fabric to exisblhg trees.
5 OF 14
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�Y, oed his. the area to bland with thhe adjoinirng areas, and stabilize properly. (ke*rences: $rnrfact Rabihidim) ]

■
CONSTRUCnON SPECIFICKMONS
ear rrru r„rr„•r,rri• stone -
sions shown on the plan on a filter labric foundation.
i..•............r...:.. /The crew width of the dam should be a rivairrium of 2 hot
2 Keep ths center stone section at least 9 inches below the end where the dam abuts the chenriel banks.
L= THE DISTANCE SUCH
THAT A & 8 ARE OF 3. Place sedernent contral Owe (05 or #57) on the upstrearn of the dam that is minimurn of I W thick
EQUAL ELEVATION Provide an apron that is 3 bms the height of tie darri. The apron width is at bast 4 feet bm Undercut
az A WEIR pw so that the top of ft apron a flush with the sumiurift We*.
L HEIGHT
5. Extend the stone at least 1. 6 feat beyond
the ands of the
checkdamExcavatesediment-.: _, :. the � keep _ , 1 ...cutting..
'• • ��s•�..%
.'•, .MAJINTENANCE
...:, • channels
and repair irnmediatsilyr. Clean out sediment. straw. limbs, or odw debris that could clog 9* channall wtien
. 0 ••.
-0: needed
•••r•■u•„ar••rrrr�• • r- tll`I�� ja'>:�-11=EI=11=1
rrrr••■•rr•,us.••r.r.• �11'..••111�11- r��•'' •-,1=11'Antimpers submeagenceabove the check dam and erosion from high flum around the adges ofthe dam. Correct all damage immediately. If signWicard arc" occurs bahwen dams, additional measures can
tFILTER be taken such as, installing a protective qpmp liner st that portion of the channel
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RIC Remwo sechunentaccumuteled behirid the darns as needed to prevent damage to channel vegetation, alowft
channel to drain through the stone check darn, arid prevent WW flows from carrying saffusent V.W the dann,
a
DAM HEIGHTx3. 4'
section -
APRON
■ • ■ •►
OR NO 57 STONE
CLASS B RIP RAP
FILTER
- T TY - / 1 11 -, I4 II 11 41-"•i•'•'-41'••• --11- - - - --
.' _ � m"s�saai'a"al�` ��.1.,�_ ,Ii=11=ii=ill-il�H=II=I1�11=I1=11-11-II�.11=II=1i=11-1l=1i
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�■ Imo■SECIION
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. 1 A
ROCK CHECK DAM DETAJL
■ • • ■WATER RESOURCESI a ENGINEERING DEPARTMENT
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Channel Installation
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'Approximately 300 Staples per Roil (Ir or 4'
Required
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Instructions EXCEL R-1
width) - Drawings Not to Scale V
Wide Blanket Shown
Figure F
'
'IE
x x
Step 1 - Site Preparation
Figure C
Prepare site to design profle and grade. Remove
, Figure C
debris, rocks, mods, etc.. Caound surface should
,
be smooth prior to installation to ensure blanket
» �. , `
remain in Contact with slope.
Step 2 -Seeding
4':� .,: ,; + Elswk t2
x x x
Seeding of site should be conducted to design
,
requirements or to follow local or state seeding
• +
cqu irlements m necessary.
`.r. ' ' _ .-
Step 3 - Staple Sdecdou-
`
At a minimum, 61 long by l' mown, 11 gauge staples
'' Figure y n` - . _ ,:f:. "~` '
x -Dmetn Bove taaor•
are to be used to seems the blanket to die ground
-
' �'. `'' eaters s ; •
-
Figure D - Phut View
surface. Installation in rocky, sandy or other base
soil paAy -m- lower uaples
Step 4 Excavate Anchor Trendi and Secure
Gintithd
Blanket
Excavatea trench bP rnch the of the channel aide
�
L' t• i '�- .-R' Surfarx
slopes and the upsucam tomato t end of the d and
Figure A
x - Dome, So* r.anbm
to secure the edges of the blanket. The trench should
arouse s
ran along the length and width of the installation, be
61 wide and 6' deep. Staple blanket :long bottom of
trends, fill with compacted soil, ovedap blanket
towards toe of slope and secure with row of staples
rYanker I Bladrer 2
Figure E - .
(shown in Frgurm A, E and Fi
HI■iuY3
Plait View X -Ummu 9dpie 1-oratia
Step 5 - Secure Bally of Blanket
Roil blanket down slope lion anchor trench. Staple
crroana sQ4x
6romd g,INC,
body of blanket f (flowing the pagan shown in Figure
D. Leave cad of blanket unstapled to allow for
ovedap shown in Figure B. Place downstream
Figure B - Profile View
Figure C - Cross SeLtian View
blanket underneath upseeam blanket to firm shingle
Product App$cation(Equivatetncy SpedStatieels
pattern. Staple seam as shown in Figure E Some
downstream blanket with stapling gotten shown m
Figure D. Stapling pattern shown in Figure D re8eeta
Excel R.1 is produced by Western Excelsior and consists of a temporary Rolled Erosion Control
�
rubimum staples to be used. More staples may be
Product (RECP) comprised of an excelsior matrix mechanically (stitch) bound to a single,
Fill e E
requital to ensure blanket is sufficiently secured to
photodegradable synthetic net (top). The expected longevity of Excel R 1 is approximately 12
resist mowers and foot traffic and to ensure blanket is
months (achW longevity dependent on field and climatic conditions). Excel R 1 is manufaetired
in contact with sal surface over the entice area of
to include cal es sufficient to vide the intended and
physical p� provide performance.
Figure F - Profile View
blanket. Further critical points require additional
re na
uthepoints
Product specifications may be found on document WE EXCEL_R1 SPEC and performance
staples. Critical. ore identified Figure
information may be found on document WE EXCEL PERF. All documents are available
Step 6 - Continue Along Slope - Complete
Intonation
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from Western Excelsior Technical Support or www.westernexcelsior.com. Additional to above,
equivalent products to Excel R-1 must meet identical criteria as Excel R 1 as follows.
coin °rsbl■ crew o€svve
Overlap adjacent blahkeiIae as shown in g stapl n and
repeat Step S. Secure toe of slope using stapling
1. Consist of machine rod weed and debris free excelsior bound to a
produced, single, synthetic,
patsem shown is Figure E. Soctne edges of phobodegtadable
net.
m.rSlam
inaallatiaa by u tiling st l.O intervaia along the
2. Sufficient tensile strength, thickness and coverage to maintain integrity during install on
teonioaf edge,
and ensure material pciformance.
3- Listing within AASHTONTPEPdatabase.
Documatt# WE EXCEL Rl_CII
4- Meet ECTC specification for category 2C product
Figure G - Crilicrd Pastas
CHECKED:
JMK, JR.
REVIEWED1.
JMK, JR.
DATE:
DECEMBER 2010
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i. All disturbed arena shall be drasaed to typical sections and lowed to a depth of 5 Inches CONSTRIJCITON SPECIFICATIONS
-Approximately 200 Staple per Roil {B' or 4' yP P beP Fertilizer used for tapdresaihy on all roadway w'eas except slopes 2:1 and steeper :hull be 10-20-20 uj
Slope IlastalixtioA The tarp 2 Indian shall be pW%wtsad to provide uniform seedbed NOTE: tine should be applied written approval of the Engineer, a different and of t
width) Required - Drawings Plat to Scale W F E with equipment to give uniform dia4lbution of theme mtterlda The had -bucket ikg fertilizer may be used provided grade end shall be I Infiltration basin shall be constructed level at a 0-0.05% de Do not construct a basin on a slope
instructions EXCEL R-1 Wide Blinker Shawn figure applied at the rats of 5D0 Pamde pair acre {9 Pv hectare). Upon the 1-2-2 ratio is maintained ( $m ] Pe
r method ins no oecepttble Lime and fertilzee should be incorporated into the mot prior to and the rate of application adjusted to provide the acme amount of plant food as 10-20-20 wdyai& greater than 15 percent. Do not locate within fill soils. Do not construct basin in a location with less
Figure C 2. The following are rates and kinds of these materials to be applied PER AQM Fertithan 2 feet between the bottom of the infiltration basin and the seasonal high groundwater table,
grad czar used for toed lied i t th aiopse 2 1 and steeper and waste and borrow taros sUp be itten underlying impervious soils, or bedrock (minimum 4 foot separation is recommended). Basin shall not be m
Step 1 -Site P,raratim ,y �: aa.ts s x x x thl� BSA geode and shall be applied at the rots of 50D pounds par acre (5tT4 k9 per hectare). Upon written
Abruzzi Rye 50 Wa approval of the Engineer. a differant analysis of fertilizer may be used provided the 2-1-1 ratio is if it causes water problems to downgradient properties It must be a minimum of 15 feet down -
Pon
to design profile and grade Ronnie �y� _ •pensoeola gohiayross 5p ,bin maintained and the mate of application adjusted to provide the same amount of giant food as 1B-&-S gradient from struc#ures, located a minimum of 100 feet horizontally from any water supply well, SO feet
debris, rocks. clods, etc.. Ground surface should Kentucky 31 rearms 50 be. ardysis From Gass SA waters and 30 feet from any surface water.
be smooth prior to insuellstim to amore bleaker ;.' Korean Lespedexa 15 Ws. 2. Pretreatment device for removing sediment and solids must be used to protect infiltration devices from
remain in contact with slope. ,� Figure F Common Bermwdagroes 25 Ibe March 1 - August 31 September 1 - February 25 clogging. These pretreatment devices include filter strips, grassed swakWdibches with check darns, concrete
r•" ,:`%•' 10-2D-ZO Fertilizer 500 Ibs
Grad s�=.- =�. x x x x x sum and foreba s sedimenttna
Step 2 - Seedeig - Agricultural Limestone 4000 Ws Tull Fescue Ps Y ( Psi
` 50 (55kq) TOP Fescue 5D/ (55kg) 3. If inlet flow is a concentrated source of discharge an energy dissipater shall be used.
Seeding of site should be conducted to design er r ;.+ dt : `" ' roved Tall Fescue Cuitiwrtx 25 2Bkg) Be-ti hulled 4. A siiespecific hydrogeologic investigation shall be performed to establish the suitability of soils for
s _r ti:' App f { dag►ass ( } 35� (40kg) Bermudasgross {unhullsd)
raquiraomts or to follow local or state seeding ;: - _. Figure B/ x x x x 50D/ (56Mg) Fertilizer 500/ (56akg) Fertilizer
roquiremmts =neomsry 1rC +''r -'t :� .. Fi E Mthem Adventure Advhlrnture II Amigo the infiltration basin Suitable soils must have an infiltration rate of 0.52 inches hour or ter.
gure ache 4000/ (4500kq) limestone 40OW (450OW Limestone � �
�,: Austin Apache II Arid 5. Sizing of infiltration basin shall meet the specifications set forth in the NCDENR Stormwater BMP Manual Z
Step 3 - Staple Sdtxbian �¢--r'a 'y Gelatin Hill Braokatone Bonanza Bonanza Il Slopes 2:1 and Steeper- and Wtete and Borrow Locations: and must be able to completely dewater within 5 days. U
At a muunurm. 6' tong by I • crown, I I gauge sulples ` Sri �i-"'° : o. x °"1°0" 801pr`'""m Crossfire N �ap�e Chieftain Coronado 6. The bottom of the infiltration basin must be lirked with a layer of clean sand with a depth of 4 itches �
are to be used to oscine due blanket to the ground - "Y: _ ""' Figure D - Plan View Falcon Debutante Duster Fdetn March 1 - August 31 September 1 - February 28
af":Jl
surface. luatallatimt in rocky. sandy or other loose v W' rn'j - '" Fhmelawn Petite y
or greater, unless the native soil is equivalent (1 2% fines or less). w
SLOPE ABOVE POND HWL Genesis Findawn Ftndavm I a
+'�' Figure D Grande 7. Contractor shall use care during construction to minimize compaction of soil on the bottom and walls
MAY VARY TO PROVIDE Jaguar Guardian Houndog 75/ (85kg) Tap Pascoe 75/� (85kg) Till Fescue of the infiltration basin Ci t equipment and construction techniques that minimize compaction shall be used.
soil cosy require longer stapiea._ Jaguar III
VEHICULAR ACCESS, STABILIZE Monarch q Kentucky 3t Kitty Hawk �# (2iakg} B•rmudagrasa (ballad) 35f (40kg] Bermudagrass (unhulled) gh � P hniq pa
Step 4 - Excavate Anchor Trench and Bemire v,�; ;.1 ,, ;� �;`c.. ~` Pacer Montauk Muat is 500# (fig) Fertilizer 50D# (560kq) Fertilizer S. A minimum of one observation well shall be installed to periodically verify that the drainage media
SLOPES WITH MATERIAL SUITABLE am9 Olympic }
B�aniud FOR SLOPE GRADE Rebel Phoenix Pixie Pyramid 4000# (4500kq Limestone 4000/ (4500kq) limestone is fully draining. The monitoring well shall consist of a 9 to 6 inch diarrLeipr, perforated polyvinyl chloride
Excavate a rmrh along the top of the slope to secure Figure E x-n?nlma al,rre rani.• `��` Safari Rebel Jr. Rebel Il Renegade (PVC) Pipe with a locking rap. The well shall be placed near the center of the Facility or in the general
Figure A .� Tomahawk Shenandoah Tempo Titan location of the lowest point within the facility, with the invert at the excavated bottom of the facility.
the rrpatresm end d'ihe blacker. 7'he ireaeh should I I �.� 7raiblazer
rum along the length of the imAallstion. be W wide I I I Wolfpack Wrangler z Tribune Vegas
and 6' deep. Stapie Market along bosom of trench, al■sae t '� r�
O
full with compacted soil overiap blanket towards we 4 ��� BASIN CONSTRUCTED
of :tape and aolarc with row atsraplea (shown in gr„rrer h easairs Figure 1? - - - - ��� err
Figures A E and F} ��40�001srslra s Plan View ne.mn aryr. raraeW `,��. NO FILL AREA s' EMERGENCY SPILLWAY OPERATION AND MAIM ENANCE
Step 5 - Secure Body of lllatiktt I I I I ',� MIN. (IN STABLE SOIL)
Roll Wankel down slope from anchor trench. Staple orar■a s■�■ I I I I I � BASIN CAPACITY AND SOILS The drainage area shall be carefully managed ba reduce the sediment load to the infiltration basin
I CAPABLE OF RETAINING 10 TOP OF BANK EMBANKMENT STABILIZED Immediately after the infiltration basin is established, the vegetation will be watered twice week) if �y D. L a e end o following the pattern shown in Figure o1Oana s`yar-.-_ +YEAR STORM WRH NO DISCHARGE WiTH VEGETATION needed until the plants become established (commonly six weeks). No portion of the infiltration basin shall be fertilized after the initial fertilization required to establish _ v d'. '�+i►
D. Leave end of blanket umstynled to allow for 31 NATURAL GROUND the vegetation The vegetation in are amend the basin will be maintained at a height of approximately six inches. After the infiltration basin is established, it shall be
overlap shown m Figure B. Pis= dwmuaam Figure B - Profile Vier Figure C - Cross Section View I - - ---------- __-___ __ � $ FP Y : {1
blanket underneath uproeam blaa t to from shingle _
_ inspected once a quarter and within 24 hours after every storm event greater than 1.0 inches. Records of operation and maintenance shall be kept in a known set location
pattern. Staple seam as shown in Figure E. Sartre Product ApplipQab/Equivrtiatry SpedScatima (PIPE) INLET, SIZE and m available upon request
downstream blanket with stapling paean shown m u AND GRADE VARIES I I I 1 I I I I I O ration and Maintenance Provisions
Figure D. Stapling peacm shown in Figure D rdfalxs Excel R 1 is produced by Westem Excelsior and consists of a temporary Rolled Erosion Control
,3:1 (DITCH) ® GRADE 1. Remove any trash/debtis if present from the entire BMP.
\, I,,
2• If any areas of bare soil ardor erosive gullies have formed around the perimeter of the infiltration basin, de the soil if to remove the then
min um �m m � used Iv1ore staple+ may � Product comprised of an excelsior matrix mechanically (siibch) bawd to a single, � - ..
required to enure blanket is auffirr aekamed >o �F�) Pn of Excel R 1 is a l2 >Nn E u INTO POND (NO APRON) 3' f .. regret necessary �
eq nth plhotodeegradable synthetic net (cop). The expected longevity approximately - gully,
resist mowers sod foot traPfie and to ensure blanket is months (actual longevity dependent on field and climatic ceaditions). Excel R 1 is manufactured Ohf I giant ground cover are provide a ore time applicable
bl of lime and fertilizer o rsw and water until established. 'ea r r 1111
t Nvvvv`,
1 - f GRADE BOTTOM ® 0X EACH WAY STABILIZED smooth it over provide sediment
control such as reinforced turf or rim to avoid tbe ems w erosion
in contact with soil surface ova the entire sea of Figure F - Profile View P Y $ PP Y Pipe g tie/ regrdde the swaie/ditch if tu
to include physical Properties sufficient to provide the intended longevity and performance. - rY
st* OUTLET A GRADE y ( p) depth to 75% of the original design depth, find the source of the sediment and remedy
I I I I I I III I I I I -i I III + I I I I I I -I I (RIP -RAP) 4. if sediment has accumulated in the foreba sediment era and reduced the
$ P P Pr'�
blanket. Farther. criticalApoints squirt additional _ the source. Remove the sediment and dispose of where it will not impact any drainage area. If erosion has occurred or riprap is displaced, provide additional erasion
a. Critical cots are rdmtifiesl b Figure G. product specifications may be farad uu document WE -EXCEL -RI -SPEC SPEC and perfmmmce CA" Pak I
information may be fawn ch ical Support
rt EXCEL st excel All documents are available cli a►a� I I I protection such as reinforced turf matting or additional riprap to prevent future erosion. If weeds are present remove by hand if possible or use a selective herbicide to I,O
Step 6 - Cotntgtiue Along 51ope - CnrtaplWe hum Western Excelsior Technical Support or www.whesternexcelsia.com. Additional b above, prevent killing of preferred ground cover. O
liistaliapan equivalent cis to Excel R-1 Instal meet identical criteria as Excel R-1 as fellows: 5. If a visible layer of sediment has accumulated in tlae main infiltration area, search for the sout+ce and reined the problem. Remove the sediment and die (+�
Overlap adjacent blankets as shown in Figure C and e9 �°� ( ) TOE OF OUTLET APRON where it will not impact ally drain area• Replace an media that was removers in the and rev etabe disturbed areas immediate) If water is standing more 0
ratter step 5. Secure lac ofSecure
slope �srapling l , Consist ofmachine produced, wend and debris free excelsior botmd m a single, synthetic, r.®I Ems GM=d RIPRAP ALL SLOPE IF PROTECTION FLUSH SOILS SUITABLE than 5 days after a storm event, replace the few inches of filter media and see if this corrects the problem. If so revs to immediate f not consult an appropriate W
pattern shown in Figure E. secure of P g rlralad sue• FROM PIPE END TO Pa Y � p Y P ge,a ly, '� LV
00
FOR INFILTRATION professional for a more extensive repair. If weeds or noxious plants are growing, remove the plants by hand or wipe with herbicide (do not spray).
installation by stapling u l.0 intervals alrrmg the 2. Sufficient tensile strength, thickness and coverage to maintain integrity during iitsiasllation, BOTTOM RIPRAP APRON WITH BASIN BOTTOM (PROVIDE DETAILED 6. 0 the embankment has shrubs or trees sproutingor growing; remove immediately, if the embankment repair duri an annual inspection b an
�� � and ensure material performance.
Document # wE EXCFl _Ri_S0 3. Listing within AASHT'O NTFEP database. gro y, requiresm$y Q (�
ON SITE SOILS REPORT) appropriate professional, make all needed repairs. Z
4. Meet ECTC specification fvrcategory 2C products. Figure G -Critical l?auit Setatvutg 7. If the outlet device has clogged or is damaged, clean and dispose of the sediment properly and repair or replace the outlet device. f ••- Q
0Wd'CF)O
INFURATION BASIN DETAIL NTS 0 J �
ED ILL
LO ,
CMWAc7
z• O�lnIt ft
SOL YIN. C[ W v 00 cot)a1GN ci1TER1A IX 0 O co
ccmTRucTION SPEaRCATicnls %Y' ;� -ti_ ' `; 16" MW IM r
Z
: - ! � 1. Remove and propad of all tress brnah, stumps and other, W
:i4 •V �.�' '-• 'i_'•_V r• `= 5.� - AGGREGATE st7E - 115E 2-3 INCH MuL%M STONE objeclionabls rrlaatteri I. 0 -
f:s.
1. Please dructurw ewe (Class B) to the Buss and dimensions shaven on the plan on a filer fabric foundation. DIMENSION OF GRAVIM PAD 0 ! a
The mod wd„h of the dam should be a minimum of feat THIC KHM - 6 W M MINNMUM 2. Entswe that the min' suit owsbucted cross section meets all design S HARDWARE CLOTH & GRAVEL INLET PROTECTION �••• Q LJ
ODTH - 12 FT. MINIMUM OR FULL WIM AT ACCESS requirements. a J
2. Keep the oerRer done ardiorl at laad 9 inch" below the end wl m the dam abuts the channel tanks POINTS OF THE VO4KULAR ENTRANCE AND EXIT � Ensure that the tap of the dike Is not lower at an
AREA, WAlOWVER IS GREATER y point than the O O
1= THE DISTANCE SUCH----T6• TrnICAL LENGTH - so FT. MIMMUM. design dewetion plus the specified settlement. °° 0 NCDOT #5 OR #57 CONSTRUCFION SPECIFICATIONS
3. Place eedi milt control stake 05 or f57) sir the updmm aFthe dam that st minimum Of 1 foal thick. washed stone
THAT A & 8 ARE OF LOCATION -LOCATE CONSTRUCTION OMMCES AND 4. Provide sufficient roam around diversions to permit machine regrading
EQUAL ELEVATION 4. Provide an apron that is 3 times the height of the dam. The aprott width is ad Iran# 41rat long. Undercut TEMPORARY EARTHEN DIVERSION BERM DOTS TO UMIT ��T FROM LFAMW THE STE and chmNwut Uniformly grade a shallow depression approaching
WEIR the apran so that tore top of the apron st eush walh the anxi cling grade. COARSE AND TO PROVIDE FOR MAxWVO UTiLiTY BY ALL the inlet.
A L B f - HEIGHT Aoc LEGATE cNII ENTRANT VEHICLES. CURVES S N BW GRADES 5 Vegetate the ridgthan 0remedwtriy arts aommrmxtirn, ra,leem It will .etmttn 2. Drive 5 foot steel tins#s 2 feet into the ground
AND ENTRANCES AT CURVES IN PUBLIC ROADS In place t/ss than 3O working days
5- Extend the stone at bead 1.5 feet beyond the dick bank to keep valor from cutting around the ands of the , , CMIRACTOR SHALL INSTALL AWTORX GRAVEL surrounding posts g the inlet. Space evenly around the
chock dam.Ate- � ONSTRUCTIMi ENTRANCES NOT WDIMID ON THE PLANS mM1W6=
'C REQUIRED FOR STAGINO AND/OR BOiWO AREAS AND Inspect temporary dhwskxm orim a week and after every rdnfd, Immdbtely periMeter of the inlet a maximum of 4 feet apart
6. F_xralrate sediment dosage aria to the dimermokia shown on the plan. iar mN• MWTAW AT NO ADDITIONAL El)<PEHSE TO THE ONNER. remove sediment *van the flow van and repair the dhanion rWgo6 Careful
- CONTRACM SHALL SUPPLEMENT AND MAINTAIN GRAVEL check outlets and make timely repass is needed 11 en the am protected y 3• Surround the posts with wire mesh hardware doth.
IvMA1NTENANM �T�IOON ENTRANCES AT HIS DFErtse UNTIL FINAL atuPral eel and remove
� the
r �lm ti1° d1OA"'i t� blend were u'° Secure the wire mesh to the steel posts at the top, middle and
11.5 Inspect dredk demand channels at lead weekly and alter each significant (112 inch a greater) mi lid event bottom. Plating a 2-foot flap of the wire mesh under the
gravel for anchoring is recommended W
MiN a anntedreley. clean out eedirie,it, draw. limbs, «ogler debris that could dos me diaiirreb when I TEMPORARY DIVERSION BERM DETAILS 4- Plane dean gravel (NC DOT #5 or #57 stone) on a 21 &
�needed.- a TYPICAL-•--"_-�
I- 9
MiN AitticQnte atibrriergerice and deposition ebonre the check dam and erosion from high flows around the edges of NT5
slope with a height of 16 inches around the wire, and smooch
the damCbr eca ail damage bvnMiatelit• If signficar t erosion occurs beWmen darns, additional mamma can TEMPORARY GRAVEL DIVERSION BERM
to an even grade. W
5. Once the tnntribution drainage area has been
FILTER be �ba" such ass, �w� a pfO1eaNQ rQmP ter" that pp1b°r' of the channel
� stabilized, remove accumulated sediment, and establish final
FABRIC Remove Sediment accumulated behind the dams as needed to prevent damwge to channel vegetation, allow Nee
THIS WORK SHALL CONSIST OF FURNISIiW, PLAONG MANTAIMNG AmD ROKYANG A "GUTTERWWY" TYPE �� 4 max. 19-grow hGnIWGre cloth grading elevations.
channel to drain ms; ash the :bona mint n de wnd prevent drgr to se tion. carrying rnedirrerd over the dam. (1 /4 mesh opadngs) b, Compact the area properly and stabilize it with �.
Add darter b darer: as riealfed b rritslrrlair design MriplM and canes amnion. 5EDIIETIIT CONTROL DEVICE AS DIRECTED BY 71� E)MI;fIiEER AND AS
A SHOWN ON THE PLANS. FOR A TYPICAL 2'xS CATCH BASIN. THE '&UTIi WLWY" SHOULD BE PROMDED WUH A
APRON LENGTH = WMMUM LENGTH OF it EACH END OF W FXTM SOCK SHOULD W SECURELY WSTAUED INTO THE BACK OF ground cover.
THE CATCH BASIN BETT011IEN THE HOOD AND THE GRATE A MWINM OF Cx1 r OFF E/IGi END OF THE rLTM
DAM HEIGHTx3. 41 SOCK SNOULD BE SECURED INM 7W CATCH RASW W THIS MAMM
MIN. CURB INLET
1.5e heed sr MAINTENANCE
waserr
Inspect inlets at least weekly and after each significant (1/2
12" OF NCDOT NO 5OR NO 57 STONE � - ..:..:...: �•'`'-'��r:'c`-� ..::. »
� O o0 O O O O inch or greater) rainfall event. Clear the mesh wire of any
-' ` r: ��_ debris or other objects to provide adequate flow for
'..,, rlltee - subsequent rains. Take care not to damage or undercut the
CLASS B RIP RAP mot' U =_ y i I I I I I I -
o
wire mesh during sediment removal. Replace stone as
FILTER :mee 1NFr needed.
PRn
ouriTERBUDY• � z
FILTER THE FILTER SOCK SHOUM BE INSPECTED AFTER EACH RUNOFF PROOURNG RA1W&L OR AT LEAST ONCE PER SCALE
SECTION A -A FABRIC FILTERSOCK ORRT MD DEBM AND REPLACED IF NECESSCIR ARY. T1ff F7LTE7t soak, THEN THE VE R. 11"-4
VERT. 1"-4'
BOOK NO. 6916
�� HARDWARE CLOTH & GRAVEL INLET PROTECTION SHEET
ROCK CHECK DAM WITH WEIR DETAIL ..�.
NTS NTS
NTS B OF 14
LAST SAVED: 6/28/2011 11.05 AM LAST PLOTTED: 8/8/2012 9:02 AM PLOTTED BY: Ron Williams FILENAME: G:\CURRENT JOBS\WEAVER FRANK\10-1224-01 THE SUMMIT - SECTION FOUR\PL/WS\DETAILS\M157ER-DETNLS.DWG
NI5 1 NTS ram, i.V l 06 VI�!'1VCL IIVLt l i''ICIi t(� [ SON SHEE
NTS

ENGINEERS
PLANNERS
SURVEYORS

Undisturbed
Buffer
1100,
180
181
` - - Note. Lot builder/dewebper ' lieu of
-Note.
-thia Swale -at ear of kits .may - - - - - - - - - - - -
instag gutters and down which
sholl drain towards the stneet/or house
front where the runof w9l reach the
street and catch ba in system. The f
\ contractor however shall install the 15" 1 n
. pipe at lot f82 drain to the
inroltration pon Lot builder/developer
may also use a landscape berm instead
at the near f these lots to direct runoff to Perimeter
\ the 15" p' in lieu of the Swale. Fence (Typ.)
�.J 1P
W
maintenance Rood
lit ,
158 sf. 1+90 6+4464%W
Bev. 4M 15 157 N
hv. ..'JO" In 4"90 �
*M . JO" Out 40t3.90
_ � MAP 2003-973
Ik
W- H/W o CARPER LOP (See Sht. 9 of 14)
o zoav 0
! N cold, aosrn (CL5)
i Sft 1+60=4+43 Rt.
.38" ►l/M► 000tn Fbr. 4108L 15
im lrw. EAr. 15" 1n 40&45
km Ow. 36• apt 4LU 10
: L 5
POND/DRAINAGE SWALE/DITCH
Swale/Ditch from Infiltration Pond
40&75
r::
Note. This swole .m
t be installed unless
builder/devieloper b
Ws aH new impervious
area to drain town
the street. Any
existing imperious
which d►oins towards
this rear line must
Iso collect impervious 1 ��
runoff and direct it
words the street.
However the contr
for shah install the 15"
pipe to the infiffratmn
pond regardlbss.
GRAPHIC SCALE IN FEET
-40 -20 0 40 so 120
186
' Existing
House`
125
The Summit ��P0
Section Three
Map 2006, Pape 1116
124
`
r 123
1770
k /
KEY MAP
/+UU 01-UU -IF _rvv r UTvv r r -rvv r c -rvv l.)-rvv ► `r-rvv 1 U-f-UU 7 b+UU &QvWW 0i/df
DRAWN BY RSW
CarsC"D JMK
DATE AUG' 12
IT
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BOOK # 100-1067
SHEET
11 of 14
c�o1o�11suwrvr�

BACK OF CURB FRAME. GRATE. AND HOOD
DRAWN Y. RSW 1 CCB X
STD. NO. 840.03 ND7ES: MORTAR JOWTS r 10 r 7HIM S� EXPANSION JOI CHECKED JAL{ JR.
�. TOP ELEVATION � IF FOR � THEE BOTTOM �
Y T 1.-0. PDOWWw PDR PIPE(S)CATCH
FROM TOTAL Cu Y05 CF swat MAsaTEP � 840.03� REVIEWED:
PRo1ioE ALL CATCH BASNNS 01AiR 3"-6" N DEP'M Wl1H STEPS 1Y j
ON CEWML LIRE $1EFS MHIa! COMPLY WITH STD ORAVMiIG MISS. /4 BARS -e 1 FRAME. JMK, JR.
Ap NOW
On,
� IVPE BMW �'C a r. AND OCK GRATES C Aa�+�uTS • EauAL srAas � � :,
MOF SECTION W OF THE STANDARD WECIF1CATIaNS.
DATE:
F REINFORCED OdOTE awe IS SET N BOTTOM SLAB OF BOIL ADD TO sue AUGUST 2012
AS SHOWN ON STD. NR &MOO. R R a
FOR 8'-O' N HEIGHT OF LESS, USE Ir WAIL OVER W-O" N HEIGHT, USE A�
I ' WALL TO E'-O' FROM TOP OF WALL AND r WALL FOR THE RE /Y14Ha } }
4'-0". OUAN1f7N H BE ADdOINNI ALA ORDNG. L
X 1?DIIS1Ni<1CT MIIH THE PIPE CAOINS MATCINNG 3 [)
R awlFrlt All E7P05ti0 CORNERS 1'. � � CURB AND GUTTER $ � W Flexible Plastic
DRAMING NOT TO SCALE
TOP ELF AT{ON
sE�:TIaFE - xx TOP ELEVATION wm1 CATCH " ON SEEEP GRADES ryas Joints z
e- FRAME GRATE AND HOOD 10 �_
SEESTD. NO. 840.03 - STD -
EXPANSION JOI
_ SS TOP ELE11AiTON
TOP ELEVATION --------- __ --- S� N a' K --H- z
MN. '• _i_ B o W
EXPANSION
JaNT �- �T ED OUTTIR UNE T T
fl�YeTI�I I I I U. �
0Uw NORMAL CURB AND BITTER ON LIGHT MOB g e Z UJ U
NWFI
SEEM _ 8 "W' BARS TOP EL.EVAINRANSION JOINT NORMAL GUM LINE
MIN. 03 EQUAL SPACES s. USE ON Gf OVER--rL i� Z
O
SECTION J-J 6rEA--m-2.-d
..�: ,
RISER Specificatiwrs: N.C. Department of Transportation /'► _
MIK • 'E14 EPRES D GUTTER LINE V J w
VVAMS IT WHERE 3D' TO 36" PIPE IS USED. SECTION M-M
r WHERE 42' TO 54' PIPE IS USED. UVAM tl
NORMAL CURB AND MITER ON STEEP GRADES
WHERE 30' TO 360 PIPE IS USED.
NI
1
WHERE 42" ro 54" PPE S ElsfD- I I MINIM DWENSIONS AND alANm�s FOR L F9K CMW BASH SAM ON WIN. HE]CHL K WBH No RISEICP
OBF7iSIdlS OF BDX AID PPE o0�4R CU YDS COLIC N BDX OWK
DEDUCTIONS
OFTAJL SHOWING R SERCOFNSTRUCTIC+N 1 M M ETHOD WEA C G WINT BARS-U BARS-Y BURS-IM SUIB SUIB C MITOP 1901`70b TOTALD ONE PIPE
IN - - - - - - - - - - -
---------- _.�____ - I - _ - - - _ - - -
Om
I I - - - - - - 1` - - - - -
17ISER HT L-T L-rr - - -
vARIES I I
ID
WALL
OD
L
I A
B
C
I E
F
G
H
J
K
M
WT
12
2
1614
75
4
234
514
23=
144
134
13!
131
14
1!
722
15
2 -1
19 s
74
7
27
47 ;
30
17 !
16 4
17
16 a
2
2
1038
18
2 i
23
74
9
27
47 4
36
20 a
20 4
20 4
19 =
2
2
1426
24
3
30
80
9
43
37
47 !
27 =
27 4
26 4
26 4
2 i'
2;
2137
3O
3 1
2
37
77
12
54 i
:
22 1
:
60
34
33
33 1
2
321
2
3
2 to
is
2990
36
4
44
971
16
60
371
71
40
40
39 i
39
3 i
3 4
3960
..
�"'--
0 LL1
a LL
z
In
O
o
LL I
D
z
U)
Q
W
In
norm
3
-
- - - -QA SCALE- NTS In-L►l
PLAT - - - - • RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOR HEIGHT 7)
PM U
STATE OF STATE OF Reinforced Precast Concrete W
NORTH CAROLINA STANDARD BRICK CATCH BASIN SHEET 1 OF 2 NORh+ CAROUNA STANDARD BRICK CATCH BASIN SHEET 2 of 2 Flared End Section of
DEPT. OF TRANSPORTATM DEFT. OF TRANSPORTATION "
a
840.01 DIVISION OF HYS 12 THRU 54" PIPE 840.01
pvISIDN OF HIGHWAYS 12" THRU 54" PIPE (NISI RALDGH• N.C. (NISI MRALEIGH, H.C.
E OP71oNAL MANHOLE
E
DETAIL SFIOYYNNG TYPES OF GRATES 2 3/4' � A E- GOE1gL IID1E:i kT
2r)D P P TO E USED ACCORDING TO WATER FLOW. �� C M000M ALL B94M CORNERS I'
OM MASS
Y CO
B TYPE ''G' TYPE "Fa 2'-11 3 4' '�`�� ao MWAtim TOD1A41 + - 1
N N TYPE B - a X X u D1 i ��, D USE R M6 10 CM1111 CfGN THE BOTTOM am m
ALIGN FRAME MTH INSIDE ^T o m I � r '• s� CONC7EIE Bll]G6W= WILL BE �ff tlgII N LiI) OMM COF K OR EIiG1(
EDGE OF WALL TO ALLOW SECTION - LL SECTION - MM .� ,
FOR VVICAL -gm. WATER FLAW -� SAG WATER FLOW A A ^ IM 9-Gr NN NNW DR Ir OIL 0" „ W HMHT. User 12' WILL M 9- FFRROMM TOP W IwLLL. � r v U.
WALL SECTION j - IN
DO a � FOR THE OBDNSTDILS AND NIL11wDTfSS W ElE
31#' •
14 ADD TO B16E AS SI MN ON STMOMiD K auLa
A A �, i 1 3/4' Y :, C F RFXiORCED R PPE IS SET N Wa SLAB OF BOIL
© 11 r - 9 0M r ALL JAIM N BONES OVER Y-r N DTPIN SINLL BE F'TLDwm
L C7= _j © TI N QQ 1' B SECTHM - s B C. 10 C. WITHsNaSFEPS x��CENTER& STEPS SHALL BE IN A CORDIN OE
SEE STANDARD s�o.sl 1 1 2 5 Aruusr THE TIM CONOREM AND BRICK w wtY OIIMFITTNx 0
8' OPTIOFML BRIG M USED TO TO NCLUM 7HE ADDITION OF TW MWW (LE DMGDIML BAR$ �
L ADJUST FRASE A COVER SHOR M AM= MOM N TOP SLAB, MIDBIOINL WAIAME >
SECTION - PP SECTION - NN TO SWACE EIROMON I Ax , WX SM MLSGNRY OPE1�1C N 70P SLAML) w
B • -- - -� WATER FT_OMT � SAG � WATER Flow � TAIL OEM WTHIS SNI31CIlRE FRONT TOP OF BOTTOM SLAB 70 �
PLAN S. � 2 1 4' .• :: ; :; THE REAMM Ns 12 FEET.
FRANIE. GRATE, Ao HOOD ASS'Y 1.1
2444
SECTION -- A A
-O' .9757 TYPE 'F' TYPE "E' TYPE G"OOIi10xS
3,74 (TYPE - E)
1 �
r-4� Z'-5r 2 3/4' F r 3/4. OMU PE'E
K L M K 2i 731 RAISED FLOW ARROW ~ 1 RAISED FLOW ARROW i\ r, : 2
1 16' HIGH Ill 8" HIGH A •-;
2-731 4' O NET PIPE r • " = ' E OR F
1,21 1
SECTION - AA � ::- --' • •`• : ,,• • •• � ,L►1ItIlII� rr
'
� � � B + ,� SECTION
L M �„ 1 1/2' C-C OR D-D
J r 0.975 - ` SECTION X-X OUTLET ELEVA11ON , d
I
FRAME P48N O O Q t 3/4-a SEE STANDARD M.0
SECTION -- JJ ' T FOR MANHOLE COVER� FRAME
OPTIONAL
i k 1 1/2 ADAM IRALME
3� LISED TO
7. r TO SLEFACE ELEVATION MAx. t'
R r m t/8'R 7/8'it- -t �' 1/2 -
2'-11 3 4' PNKMKI
- Is -� 21.074e 2'-11 3 4" t SECTION - A A ;' . s• .s
2341 7.4153 nos 17.1 22 1 t z' 1 1/z' �1 3/+- `. .
i
R�T r c
3'-IY ----- 6&4193 SECTION - A A
SECTION - KK HOOD ELEVATION SECTION -- RR
(TYPE - F) (TYPE -- G)
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES
DIM'S
OF BOX
& PIPE
(iORCEMENT
BARS
TOP SLAB
DIMENSIONS
CUBIC YARDS
DEDUCTIONS FOR ONE
PPE CU. YDS.
PPE
SPAN
IWIIJIHIHEIGHT
OONC.
BRICK MAsoNRr
D
A
B
H
N0.
LENGTH
E
F
5W 7
-MIN.
HEGHT
WALL
M
C.S.
RC.
12'
2'
12
3'-1'
3'-4'
3'-4'
Q412
0.591
0.263
042D
0.032
15'
2'-0'
2'-0'
2'-6'
12
3'-1'
Y-4'
Y-4'
0.412
0.657
0.263
1 0.031
Q047
18-
2'-4
2'-4"
2'-9'
14
3'-5'
3'-8'
3'-8'
0.498
0.814
0.2%
0.044
O.o65
24'
3'-0'
3'-0.
3'-3'
16
4'-1'
4'-e
4'-4"
0.695
1.175
0.362
0.078
0.113
30'
Y-4"
3'-4"
T--9'
16
4'-5'
4'-e
4'-e
O.B07
1.481
a-395
0.122
0.170
36"
4'--Cr
4'-0'
4'-3'
20 1
5'-1'
5'-4'
5'-4'
1.053
1.959
a.461
0.176
0.238
42'
4'--8"
4'-8'
4 -9'
22
5'-9"
6'4
6'-'0'
1.333
2.503
M527
0.240
0.323
5'-3'
26
6'-5"
5'-8-
6'-8'
1.646
2.WO
0.560
0.313
0.422
54'
'-10
'-10
5'-9'
28
6'-11'
7-2"
r-2"
1.902
3.W2
0.609
0.396
D.535
fe
V-6"
W-V I
6'-Y
30
r-7"
-1
r-10
2.272
1 4.113
0.65a
D.489
O.OW
66'
7'-f'
r-Y
6'-9'
32
B'-2'
B'-5"
B'-5"
2.624
4.778
0.706
0.591
0.798
L0
M
co
N
�
QZ
H- O
TE OF STATE OF
NORTH CAROLINA SHEET 1 OF 2 NORTH CMO NA STANDARD FRAME GRATES AND HOOD SHEET 2 OF 2 NORTH CAROLINA 0) o
STANDARD FRAME, GRATES, AND HOOD DEPT. OF TRANSPORTATION DEPT. OF TRANSPORTATION STANDARD BRICK JUNCTION BOX SHEET 1 of 1 O W °�
DEFT. Of TRANSPORTATION O J r
tarASION of HIGHWAYS FOR USE ON STANDARD CATCH BASIN (++•T-s) 840.03 D++�N of A� FOR USE ON STANDARD CATCH BASIN (N.T.s.) 840.0.!' DIVIs1aN of NK;tIwAYs (WITH OPTIONAL MANHOLE) J_ ~ 1,() LL
RALEIGH. N.C. RALEIGH. GH• N.RALEIGH. N.C. 12" THRU 66- PIPE NTS 840.32 ILLM
Y Q uu u Co .
GENERAL NDTIS: o
JI
MORTAR JOINTS 1/2- TO 116" THICK. �'-�~ I t r- 0 � w
USE CLASS Ir CONCRETE THROUGHOUT. OF M BOTTOM _ 00 w m Z
USE FORMS FOR uj
in 0 a in DED= FOR PIPE(S)� CU.OF BRICK MASONRY. F T� M7 >- U
CRASS MEDIiw OR X X PROVIDE ALL CATCH BASINS OVER Y-6' N DEPTH WITH STEPS 12'
aN cENEETz USE s11�s WIMISH ooMPLY WrTTI sID. DRAWEIMG Boa-ssLQ
CONCRETE ISLAND FUEL vERnaSID. 840.038 FRAME
QAE AND HOOD
J
USE BRICK OR CONCRETE RM *§W CWMPLES WITH THE REQUEREM M t
C OF SECTION Boa OF THE STANDARD SPECIFICATIONS. I
B YARIES A AS REINFORCED
S NCRETE8 0 EE IS � N BOTTOM SLAB OF BOX, ADD TO SLAB 1' DEPRESSION E E
FIOIB LIEE + '-G- IN M OR LESS, USE B- WALL 6'-O" IN HEIGHT USE G G I
ass }i2°g WALL o s FROY roP OF WALL AHD BwALL FOR THE REIY�NMrG 1 I 2' -6
CAE 15> 1ri a, 6NrRUCT WITH PIPE MATCE�NGBE ADJUSIED ADDpRDENpY. i -7 " 1 -7 " 2'--3'" L_ �_ __J
'4�slavo $`0 Do NOT USE BRICK MASONRY DROP INLET N L.00A706 SEIE11E T To TIIWlC. 2"
B A Y ONFER ALL DPOSED WMERS 1.
4 10 -D"C 3'-1 1/2' 10'-0' DRAWMIf` NOT TO SCALE
T�
MBI1 0> �Tn a
PiAN YEN
10•--0' r-1 T/2' 111'-•0' N 10
omw cww 0CRNw SECTION G-G 1'-4 ' L1'-4 " F J �r
S-ti tilt
,aP I.ILwION
1'-7" 1'-7" II■11
1� TT POR COW 9E5 'v CAM GIIM
PLAN OF GRATING PLAN OF FRAME W
-7
N1►�°" CAST IRON CAST ROPE o Q
N D FMGW LINE =NOTE THIS aRYuOP 15 BASED
� E7..E1N1TgN � ON A 5 OP1:l�NNG ON IJITCH EtASBM 8" A 8"
a s- B d•
SEE STANDARD NO. $40.01
STANDARD CATCH BASIN TRANSITION
I
.I
FOR 24" ASPHALT WEDGE CURB 0
' t
" TSw w
514[iODI_ X-X m SECTION Y-Y 3'-3�" 2•-3�w w
R/W
ROW
40'/50'
24' 30'
SLOPE
SLOPE
1" PER FOOT
MAX. 1- PER FOOT
MAX_
1/4~ PER
FOOT MIN. 1 1/2- SIT. SURFACE 1/4" PER
FOOT MIN.
2' ASPHALT WEDGE CURB
son
`yam-
7 1/2"
I
DIMENSIONS AND QUANTMES
FOR DROP
INLET BASED ON MIN.
HEIGHT. H
DIM'S OF BOX
& PIPE
CUBIC YARDS
CONCRETE
CUBIC YARDS
BRICK MASONRY
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
INDTH
HEIGHT
D
A
B
H(MIN)
BOTTOM
SLAB
WALL PER
FOOT HT.
FM
MN. IE*ff, N
C.S.
R.C.
12`
3'-0"
2'-0'
2'-0'
0.268
0.313
0.522
0.020
0.032
15`
2'-3-
0.268
0.313
0.600
0.031
0.047
18"
2'-6~
0.268
0.313
0.678
0.044
1 0.055
24"
3'-0~
0.268
0.313
0.835
0.078
0.113
30'
3'-0~
2'-0"
3'-6"
1 0.268
0.313
0.991
0.122
0.170
t 7 Liw 2" i" " w
SECTION H-H"
3 -:r 2'-2" _
2' 2w
3'-6" 2'--1
2'-6" SCALE
HEIR. 1 "-40'
SECTION E-E SECTION 1=-F VERT. 1*4
BOOK NO.
6916
9" SAND -CLAY BASE
SHEET
TYPICAL STREET
SECTION
STATE OF
NORTH CAROIJNASTANDARD
�,N F TRANSPORTATION
BRICK
DROP
INLET
SHEET 1 OF 1
STATE OF
NORTH CAROUNA
DEPT. OF TRANSPORTATION
STANDARD DROP INLET FRAME AND GRATE
SHEET 1 of 1
N.T.S.
«"
RALEIGH, N.0
12' THRU 30 PIPE
(NTS)
840•15
DIVISION OF HIGHWAYS
FOR USE WITH STDRAWGH, OWG..S 840.14 AND 840.15
840,16
12 OF 14
N.C..
LAST SAVED: 6/28/2011 11:05 AM LAST PLOTTED: 8/8/2012 9:01 AM PLATTED BY: Ron Williams FILENAME: G:\CURRENT JOBS\WEAVER FRANK\10-1224-01
THE SUMMIT - SECTION FOUR\PLANS\DETAILS\MASTER-DETAILS.DWG
1_ _R _. w_`•-,;� - :!.-,_ __ - -
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IN ,
SHEET
TYPICAL STREET
- - - - -- - -_
SECTION
STATE OF
NORTH CAROUNA
DEPT. OF TRANSPORTATIONDEPT.
STANDARD BRICK
DROP
INLET
SHEET 1 OF 1
NORTH ACARO NA
OF TRANSPORTATION
STANDARD DROP INLET FRAME AND GRATE
SHEET 1 OF 1
N.T.S.
dVIa�NFwGHWAYS
12" THRU 30' PIPE
(NTS)
840.15
[X%190N OF HIGHWAYS
FOR USE 1MTFI STn nwr_ C AdA 1 d Bur, 2dn , s
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12 OF 14

BRASS MARKER PLATE MARKED PLATE CHECKED: JMK, JR.
WITH ANCHOR
REVIEViIED:
3/4" CHAMFER AT JMK, JR,
EA. CORNER LAYING DATE:
V EXISTING WATER MAIN
M CAST THE LETTERS "MV" N CONDITIONS DESCRIPTION PROJECT USE JUNE2011
ONE FACE OF THE CONCRETE ' •r• 7-4 03 BARS
MARKER AND ORIENT TOWARD r. A n
a THE ROADWAY
„•
-1 ROTATE a
OR BLOW -OFF KER TO OTHER END 3�•
FLAT BOTTOM UNDISTURBED NOT USED.
0 VALVE NO. sPloEl:s SUPPORF P� IN CASH EARTH TRENCH, LOOSE BACKFILL
8 120 TAPPING SLEEVE SHALL BE ROMAC BRAND 2. BEVEL ENCLOS
41' BRICK °MAST NDS WITH MM
0 MODEL SST MANUFACTURED WITH 316/ 0
-•�--� -4' SO. PRECAST CONC. STAINLESS STEEL CENTER LINE CARRIER PIPE
POST (4000 P.S.I.) ©�• TAPPING VALVE
PLATE WITH VALVE NUMBER, WITH VALVE Box TYPE 1
DIRECTIONAL ARROW -POINTED c
TO MARKED VALVE & DISTANCE
TO THE NEAREST FOOT. NEW WATER MAIN
STEEL CMG PPE :• :►:.'+'.'' '>
SLOPE TO DRAIN —tom ���:�+.+� +► �'
GRAVEL
TYPICAL VALVE MARKER DETAIL W
2" WEEP HOLE FLAT BOTTOMED UNDISTURBED EARTH NOT USED.
No SCALE � ELEVATION
TRENCH. BACKFILL LIGHTLY
NOTES: CONSOLIDATED TO CENTERLINE
PAINT MARKER BLUE AFTER INSTALLATION OF PIPE.
TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL W �`
a
NO SCALE rJ TYPE 2 fA- F 1 11
FINI GRADE v v 2' SIXIIt TA IAl•[ Ln
■ a d a a !� E)ACKFlLL TO EDGE iYi
1 4. CD
4 z
d a ourr PIPE BEDDED IN 4" MININUM ALL DUCTILE ? N AVTTY O
I —I I -I _ °— d — I I I I I R 1eAMS
>� (4 JOB EXCAVATED MATERIAL. SEWER IRON R NE. Q V D U
1 I 1 III ---III I I (I I I I I I III ,III—) 1 1 BACKFILL LIGHTLY CONSOLIDATED Z 0
sm cllr6 TO TOP OF PIPE. f"" _ _ O F--
1I III III III- I I "'�' "'`'' 0 W a) 0 LL z
PRECAST CONCRETE N6O J '+ I Of
PROTECTION RING AS SHOWN PRECAST CONCRETE COENANMEEON SECTION "A" TYPE 3 ©] Lo �, Z -
4 EDGE ON PLANS PROTECTION RING
OF 0 LJ.I 0 (LLJ
n CO
ROAD PIPE
ALL PVC WATER I= m 0 Z 0 U- z
& _ P E BEDDED IN SAND GRANULAR m LLI p ❑
2 1/2" HOSE PAVEMENT (ONE OR TWO RULROAD MATERIAL OR GRADED GRAVEL TO LINE AND PVC 0 W U •�
r FORCE MAIN. Ln >_
CONNECTION O
IARy THE DEPTH OF 1 /8 PIPE DIAMETER, �••- Q • • V _
s-0' MIN. COVER OR AS SHIM 4" MIN. JOB EXCAVATED MATERIAL LL 0- 1.uj
J
B °N THE PLANS COMPACTED TO 4" ABOVE TOP OF PIPE. o w
L± pit
(APPROX. 95% STANDARD PROCTOR,
U '-8" MIN. COVER Q' LL
w • OR AS SHOWN ON AASHTO T-99) a
6' G.V. & BACKFlLL a THE PLANS
C. I. BOX
6" WATER STONE - � TRANSITTDN FrnlNc As TYPE 4 G
VALVE BOX VALVE OPERATOR NUT LINE (7 C.F. MIN.) REQUIRED C
. C
I II M.L. CASING PP
ALL PVC GRAVITY
CONC. SEWER LINE. �y
PIPE BEDDED TO ITS CENTERLINE a
ca *DUCTILE "Ift++f+++ ' * `+*.`. IN COMPACTED GRANULAR MATERIAL
I BLOCKING c `,*+* ++f*+ 4' MIN. UNDER PIPE. COMPACTED ❑
4-3/4' TIE RODS WITH BRACKETS (SEE NOTE) '++++ ++++ GRANULAR OR SAND MATERIAL TO w W
6 HYDRANT TEE WEEP HOLE TO PROFILE a f.*• *+*+* 4"ABOVE TOP OF PIPE.id
(SEE DETAIL) w
2
REMAIN OPEN (APPROX. 95% STANDARD PROCTOR, U
+ i f
TYPICAL VALVE BOX DETAI W NOTE• HYDRANT TO MAIN LINE 2'-0. A4ASHT0 T-99} � Q � m
X
NO SCALE n W/TtE RODS IN LIEW OF CONC. TYPICAL BORING & JACKING DETAIL W TYPE 5 M
L BLOCKING IN SANDY SOIL. NO SCALE TYPICAL LAYING CONDITIONS DETAIL(D
8 NO SCALE
TYPICAL FIRE HYDRANT INSTALLATION DETAI W NOTES:
VALVESCALE
►tillllrttt�`�'
NO
6 1. INSTALL METER AT R/W P !J*I
2. "TWO (2)-3/4' SERVICE LINES MUST 8E INSTALLED
od
0I EXCESS PLACE EMPTY VALVE BOX AT INTERVALS WHERE
� BOX DO NOTOCCUR if PLACE TRACER WIRE
A 2" SLEEVE. w d
y 3. "TWO TWO (2)-1" SERVICE LINES MUST BE INSTALLED
T
WIRE IN BOX INSIDE A 3* La! "
4. SLEEVES SHOULD ESCHEDULE 40 PVC PIPE.
NOTE: NO. I La
DRILL THOLE � PRECAST CONCRETE PROTECTION RING EX19Mi0 S1Of1111 9E>�1RR ? 5. SEE DETAIL FOR SERVICE MATERIAL AND METER • Cl) =
BACKFILL TO EDGE J SETTING ' :,'4�,• ,V
FINISHED GRADE.`'
�
Q• 6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE Z `
_ + OF DITCHES.
4 .. Ir TIN.
T1I1. RAW
NOTE: NOTES: ENI011kSEMID i AREA TO MICI.IIDE 6'
AT PIPE INTERSECTIONS, MULTIPLE 1. CONCRETE SHALL BE 3.000 PSI MIN. + PPE ONLYVALVES, RUN WIRE UP AT ONLY Box VALVE BOX 2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT
ONE VALVE. FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE
SHAPE MORE EASILY FORMED WITH THE WIDEST CI)
SINGLE 12 AWG SOLID CORE WIR :.•�' PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL.
3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS. WATER MAIN O
4. ALL PIPING AND ACCESSORIES TO BE WRAPPED
WITH 10 MIL. POLYETHYLENE PRIOR TO POURING
BLOCKING. 2" 3 4" CARRIER
5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN X PVC SLEEVE W / /
P.V.C.PIPELINE ON THE THRUST BLOCKING SCHEDULE.
Q LENGTH OF ENCASEMENT z � J
TO BE STORM SEWER u 0
PIPE PLUS O.D. PLUS STREET d
TRACER WIRE TO BE LAID VALVE ON PLANS. Q
UNDERNEATH WATER LINE 2�-0" OR AS SHOWN z
TYPICAL TRACER WIRE INSTALLATION DETAIL W16"
WATERMAIN 0 � No SCALE 3 �:MIN. H °: cdi < W
12 MIN ��
I. DI HOLE IN VALVE BOX TO WSM TRACER WWE,BRING LP TO INSIDE AND ROLL UP AT LEAST W-8' EXCESS TYPICAL STORM SEWER CROSSING DETAIL ANGLE 3/4' SERVICES � � E-
o o � o
2. PUKE TRACER WIRE IN VALVE Box AT I,o00' INTERVALS OR AS NOTED ON THE PLANS, TYPICAL. W W z
• t• NO SCALE V W
3. DO NOT SPLICE WIRE WHEN BEdNNING A NEW SPOOL_ INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A A A 9
BRASS SCREW TO THE VALVE BOX. "MFLjj�RF/y r', Q Of
6 MIN. INSTALLED 3. OFF w Ld �
X PROPERTY LINE IL z Q
0 z
-� z U Z z
BRICK SU X HYDRANT TEE a Of
ON EACH SDEOf PIPE `� MIN.1/3 C.Y. AT 3000 P.S.I. PLAN TEESPA
a ~ Q Q
PLAN BENDS
TYPICAL DOMESM WATER SERVICE INSTALLATION DETAIL W 3 U Lj
18" MIN. No SCALE N z
RING TO eE E1PosED PROTECTION RING A C .-% Q
dILg
GRADE a o 2' a a m ! 1: 1 12' Q E
Li CUT EXIST. PAVEMENT EXIST EXISTING = Z
AS NOTED ON PLANS
ROAD11 > rI ~
a a a N N
n
a e MIM b' a ! EXIST. PAVT ROAD SHOULDER 3
d o a d m F PAYT. 0 O N
I 18" MIN. - 10" 0 OR LESS °zF404 aO° o�Q Op FOR' sc. sr� i PE'00'm cam, TO BE N
1 °$
24" MIN. — 12" O OR LESS o04�°Rw;� TO % ""T`"S'�' °� 0°"'� c o
YALVE BOX BACKFILL AS � C •-
INDICATED '+ � CD O
`_`:_"'R` S'• a:�-`.`''t' READED
COUPUNC
VALVE NUT ONLY rr.22®_
ECHAN CAL JOINT
VATH NP RING BRASS PIPE NIPPLE 0 DIA
CK TO OR LONGER TO BRING PIPE
SUPPORT UP TO FINISHED GRADE
THREADEDVALVE Box
a . C M C I_
Q a aT = 4)4)Scale: NOTED
I NMS: 10(D
I. PAVEMENT SHALL BE CUT TO TRUE LINE AND }L-' Date: 7009
REMOVED BEFORE TRENCH IS CUR. ` -
2. STONE AND PAVEMENT TO BE PLACED WITH LEASTRFNEW WATER LINE 45 BEND O '�
INTERFERENCE TO TRAFFIC.
NEW COMPACTED 3%=LL SERVICE SADDLE - A.Y. MCDONN.D CORPORATION METER CON 1CMM 0 t Drawn By: HCDPEJ
PPE 3. STABILIZED AGGREGATE TO BE SECURED FROM AN
APPROVED STYLE HINGED 3891 FOR 31/4' COCK --AY. MCDONALD ❑ rp = Checked By: W.W.R.
4. ALL PAVEMENT REPAIRS TO BE IN ACCORDANCE SERVICE SADDLE A.Y. MC6OWILD (� U
. WITH N.C.O.O-T. SPECIFICATIONS.
c Book No.:
a
PPE NIPPLE PIPE O.D. PLUS 187 FOR PIPES UNDER 33. OD TRENCH 11�IiI � U a
PIPE O.D. PLLIs 24' FOR PIPE OVER 33" O.D. PPE 0.0. + 1IW FOR PIPES UNDER 33` QA. N 0 Page No.:
' NOTE: PPE O.D. ♦ 24" FOR FMPES 00 R 33" OA -
ole1. 'SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE, > - O E Job No.:
v 45- BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN 0 CL `--
MIN 18' MAKING A COMPLETE SERVICE CONNECTION. c U N C Sheet No.:
PIPE NIPPLE 2' DIA MIN. 1/3 C.Y. AT 30D0 P.S.W. ' . � .. `-
2. SERVICE PIPING TO BE 3/4" COPPER OR POLYETHELENE (SEE SPECS) 4)c0 C >'
3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE 3
�.....�
3 O O
NTH 2" THREADED PORT
TYPICAL PERMANENT BLOW —OFF ASSEMBLY DETAIL W
TYPICAL WATER SERVICE CONNECTION
NO SCALE 4 TYPICAL THRUST BLOCK DETAIL W TYPICAL TRENCH IN BITUMINOUS SURFACE AREAS DETAIL W ai PLANS SHEET NO,
USING TAPPING SADDLE DETAIL W � � Q T
No SCALE � sc� �
�
NOTE: SEE TYPICAL VALVE BOX DETAIL 10 NO SCALE 3 0) c ca 13 OF 14
FOR BRICK INSTALLATION
O
LAST SAVED: 6 /28/2011 11:05 AM UST PLOTTED: 8/8/2012 8:55 AM PLOTTED BY: Ron Williams FILENAME: G:\CURRENT JOBS\WEAVER FRANK\10-1224-01 THE SUMMTf - SECTION FOUR\PLANS\DETAILS\MASTER-DETAILS.DWG ~ G
mmmmmmmi
90" BEND
45• BEND
221 2' BEND
11 4 BEND
TEE
PLUG
SIZE
A
B
A
B
A
La
A
B
A
B
C
D
4"
8"
12"
8'
8"
6"
6"
6'
6"
8'
9'
10"
16"
6"
10"
12"
8"
10'
8"
8'
8"
8"
10"
10'
12'
18"
8.
15"
13"
10"
10"
8"
8
8'
8"
10'
12'
12"
24"
10"
16"
14"
10'
12
6"
10"
6"
10
11"
14"
14'
25'
12"
20"
16'
12"
14"
8'
12"
8"
12"
14"
16'
16"
w*
14'
22'
1 18"
1 14"
16
10'
14'
10'
14'
16"
18'
18"
34'
16"
1 26"
1 20'
16'
18"
12"
16"
12'
16,
18"
20"
20"
36"
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_..-.. -_- JMK, JR.
REVIEWED: JMK, JR.
DATE:
JUNE 2011
SERVICE LINE
FROM STREET
1' FROM EDGE OF R
METER BOX LID, CAST IRON
1:4
I�
METER SETTER
4.
CENTERED
IN BOX METER TO BE INSTALLED
BRICK SUPPORT
X 18"
SS -NIPPLE
3/4 Inch Gate Valve
Required on
Customer We
Within 12 inches of
the Meter Box
1 P.R.V. Location down stream of the cut—off valve
METER SETTER WITH
DOUBLE CHECK VALVE
1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED (BACKFLOW PREVENTER)
2. INCLUDE STONE IN PRICE OF METER BOX.
3. METER SETTER SIZE AS NOTED ON PLANS.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
TYPIC:AI 3 /4" METER SETTER INSTALLATION DETAI
NO SCALE
PLAN
ELEVATION AO
0
24"x18" R�"T' •",
Vi
ISOMETRIC
24
ABS PLASTIC
1W
+ + + + + +
+ + + + + + + + + +
+ + + + A E +++++
+ + + + + + + + +
+ + + + + +
16
►�iGt�I�
11'
SERVICE LINE
FROM STREET
METER SE
CENTERED
IN BOX
BRICK SU
1' FROM EDGE OF ROW
PLASTIC LID WITH CAST IRON
LID IN CENTER
METER TO BE INSTALLED
1 'II X 1 B"
BASS. NIPPLE
1" Inch Gate Valve
Required on
Customer side
Within 12 Inches of
the Mortar Box
P.R.Y. Location down stream of the cut—off valve
1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED METER SETTER WITH
2. INCLUDE STONE IN PRICE OF METER BOX. DOUBLE CHECK VALVE
3. METER SETTER SIZE AS NOTED ON PLANS. {BACKFLOW PREVENTER}
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
W
q. TYPICAL 1" METER SETTER INSTALLATION DETAIL W
NO SCALE s
TYPICAL METER BOX DETAIL FOR 3 4" SER\ACEf W
NO SCALE 1 5
a
PLAN
�m�
ELEVATION
A" q1EFI PLASTIC
HINGED ACCESS HATCH LID
+ + + + + + + + + + +
+ + + + + + + + +
+ + + + + + + + + _T
+ + + + + + + + 14"
+ + + + + + + +
+ + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + +
20"
26-x2(r Rcr'raur•_i H ao
VI
12.0
ISOMETRIC
21 11T
SHOWN WITH EXTENSTION
TYPICAL METER BOX DETAIL FOR 1" SERVICE W
NO SCALE 1
LAST SAVED: 6/28/2011 11:05 AM LAST PLOTTED: 8/8/2012 8:57 AM PLOTTED SY: Ron Williams FILENAME G:\Q*MWN1DiWWKMMVBVjAqK kA4&2#tOoHffF JJRkUMR SE(MOl ORD BEDMNMDWG
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PLASTIC LID WITH CAST IRON
LID IN CENTER
9"
SERVICE LINE
FROM STREET
METER SETTER' =-'--_ ' _
CENTERED
IN BOX BRICK S
2" Inch Gate Valve
Required on
Customer side
2" X 1 S" VAthin 12 Inches of
B S NIPPLE the star Box
P.R.V. Location down stream of the cut—off valve
1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED
2- INCLUDE STONE IN PRICE OF METER BOX.
3. METER SETTER SIZE AS NOTED ON PLANS.
4- ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
TYPICAL 2" METER SETTER INSTALLATION DETAIL
NO SCALE
16"
C.
31"
+ + + + +
+ + + + +
+ + + + + +
+ + t
++ ++
+ + +
+ + + +
+ + t
+ + + +
+ t + + t
t + t + + t
t t t + +
+ + + t + +
PLAN
ELEVATION AO
G 1�4
+ +
+ + +
+ + + t
+ +
t
t + }
4 t t +
+ t
t t
t t
t +
t +
17117
++t++t++
+++++++
+
+ + t
+
t +
+
t + +
+ + t +
+ +
t t
+ + t
t + t
t t
+
+ + +
+ + t
t t
4 1 /2%7 1 /2" STEEL
HINGED ACCESS HATCH
ELEVATION O
TYPICAL METER BOX DETAIL FOR 2" SERVICE
NO SCALE
W
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