SW8931204_Approved Plans_20010831

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1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIZED WITH
7. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE
EXISTING CONDITIONS AND WORKING CONDITIONS. ANY DISCREPENCIES
DISCONNECTION/RECONNECTION AND/OR THE RELOCATION OF EXISTING
WITH THE DRAWINGS SHALL BE BROUGHT TO THE OWNER'S
UTILITY LINES WITH APPROPRIATE PERSONNEL.
REPRESENTATIVE.
8. EXISTING SURVEY PERFORMED BY BRUNSWICK SURVEYING, SURVEY
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION
PROVIDED TO ARCHITECT BY OWNER.
WITHIN THE LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO
9. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE.
REMAIN.
FURTHERMORE, THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR
3. GRUBBING AND STRIPPING: CONSTRACTOR SHALL RAKE AND REMOVE
QUESTIONS TO THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
ROOTS, STUMPS, VEGETATION, DEBRIS, AND EXISTING STRUCTURES ABOVE
10. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO
AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE
CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
MATERIAL WITHIN THE LIMITS OF CONSTRUCTION.
11. ALL WORK WITHIN THE RIGHT OF WAY SHALL CONFORM TO NCDOT
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH THE OWNER'S
STANDARDS INCLUDING WORKMANSHIP, MATERIALS, AND EQUIPMENT.
REPRESENTATIVE AND GEOTECHNICAL CONSULTANT FOR REMOVAL OF ANY
APPROPRIATE BARRACADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL
SOFT AREAS ONSITE.
DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL
SAFETY AND TRAFFIC MOVEMENTS.
SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY
12. ORIGINAL CALCULATIONS AND DRAWINGS FURNISHED BY CASTLES
PERMITTED FACILITY.
CONSULTING ENGINEERS, INC.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING
ANY EXCAVATIONS IN OR ALONG ROADWAY RIGHT-OF-WAYS, PUBLIC AREAS
OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL PROVIDE PROPER
NOTICE TO ALL UTILITY COMPANIES IN CONFORMANCE WITH THE
"UNDERGROUND DAMAGE PREVENTION ACT", LATEST REVISION. UTILITIES,
IF LISTED ON THE DRAWINGS, MAY OR MAY NOT REPRESENT ALL UTILITIES
WITHIN THE LIMITS OF CONSTRUCTION.
0 `
PAINTED
MEASUREMARKINGS FOR 6 '
MAINTENANCE, ;
1" INCREMENTS LJ
EXISTING GROUND SURFACE
COMPACTED
SUBGRADE MAT'L
SITE
q S,
TRENCHING AND PIPING
TO BE ABANDONED
2' MIN. _
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INFILTRATION TRENCH
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(TYP ) WITH SUITABLE MATERIAL.
SOLID ACCESS PORT
24 DIA PERF. ADS N-12
CPOLYETHYLENE PIPING CENTERED IN TRENCH I
( � I
-� 12" DROP INV AUG 2 3 2001
48" I 1 /2" DIA WEEP
Ir
HOLES, 9 EA. DWQ
EXISTING TRENCH DETAIL 12" SPACING � o�r# �w�� q3/��-�c�r�
NOT TO SCALE 6" CRUSHED STONE
NOTE: DESIGN AS PER ORIGINAL PERMIT DRAWINGS SECTION
A JUNCTION BOX DETAIL
NOT TO SCALE
OCEAN HARBOUR ESTATES, INC.
DEVELOPER
625 SEA MOUNTAIN HIGHWAY
NORTH MYRTLE BEACH, SC 29582
LAND MANAGEMENT GROUP, INC.
SOILS REPORT AND WETLAND MAPPING
P.O. BOX 2522
WILMINGTON, NORTH CAROLINA 28402
KLEIN ENGINEERING & ASSOCIATES
CIVIL ENGINEERING
3410 WRIGHTSVILLE AVE
WILMINGTON, NORTH CAROLINA 28403
BRUNSWICK SURVEYING
SURVEYING
3963 MARKET STREET
WILMINGTON, NORTH CAROLINA 28403
PROJECT TITLE:
OCEAN HARBOUR ESTATES
HARBOUR WATCH DRIVE
BRUNSWICK COUNTY, NC
PREPARED FOR:
OCEAN HARBOUR ESTATES, INC.
OCEAN HARBOUR ESTATES
1328 HARBOUR WATCH
CALABASH, NC 28467
[phone]
LEGEND:
® NEIGHBORHOOD PHASE
39
HOMESITE
SINGLE FAMILY DETACHED
®
PROPERTY/R.O.W. LINE
BUILDING SETBACK LINE
UTILITY EASEMENT LINE
STREET WITH PARALLEL PARKING
SIDEWALK
PARK GAZEBO/ARBOR
PROPOSED STORM DRAIN
I-�rJ
PROPOSED SANITARY SEWER
T FN
PROPOSED HYDRANT
EXISTING WATER
EXISTING SEWER
STORM DRAINAGE SWALE
APPROVEF
NORTH C ROLINA ENVIRONMENTAL
ELEVATION, LOCATION, AND ALIGNMENT OF EXISTING
SITE INFORMATION MUST BE FIELD VERIFIED PRIOR
TO FURTHER SITE DEVELOPEMENT
1 I REVISIONS FOR DWO SUBMITTAL 1 8 123 1 01
REVI DESCRIPTION DATE DWN CKD
DRAWING TITLE:
DRAINAGE BASIN HD-1
REVISED DRAIN PLAN
PROJECT NO.: 97013.1 \\� �N CA/�0
REF NO.
DATE 5-14-01
DRAWN BY: JKK 109
CHECKED: JKK
DWG SCALE: 1
DRAWING NO.

GRAPHIC SCALE:
15 0 30 60
GENERAL NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIZED WITH
7. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE
EXISTING CONDITIONS AND WORKING CONDITIONS, ANY DISCREPENCIES
DISCONNECTION/RECONNECTION AND/OR .HE RELOCATION OF EXISTING
WITH THE DRAWINGS SHALL BE BROUGHT TO THE OWNER'S
UTILITY LINES WITH APPROPRIATE PERSOP•NEL.
REPRESENTATIVE.
8. EXISTING SURVEY PERFORMED BY BRUNSWICK SURVEYING, SURVEY
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION
PROVIDED TO ARCHITECT BY OWNER.
WITHIN THE LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO
9. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE.
REMAIN.
FURTHERMORE, THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR
3. GRUBBING AND STRIPPING: CONSTRACTOR SHALL RAKE AND REMOVE
QUESTIONS TO THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
ROOTS, STUMPS, VEGETATION, DEBRIS, AND EXISTING STRUCTURES ABOVE
10, THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO
AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE
CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
MATERIAL WITHIN THE LIMITS OF CONSTRUCTION.
11. ALL WORK WITHIN THE RIGHT OF WA'( SHALL CONFORM TO NCDOT
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH THE OWNER'S
STANDARDS INCLUDING WORKMANSHIP, Mi1TERIALS, AND EQUIPMENT.
REPRESENTATIVE AND GEOTECHNICAL CONSULTANT FOR REMOVAL OF ANY
APPROPRIATE BARRACADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL
SOFT AREAS ONSITE.
DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL
SAFETY AND TRAFFIC MOVEMENTS.
SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY
12. ORIGINAL CALCULATIONS AND DRAWiJGS FURNISHED BY CASTLES
PERMITTED FACILITY.
CONSULTING ENGINEERS, INC.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING
ANY EXCAVATIONS IN OR ALONG ROADWAY RIGHT-OF-WAYS, PUBLIC AREAS
OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL PROVIDE PROPER
NOTICE TO ALL UTILITY COMPANIES IN CONFORMANCE WITH THE
"UNDERGROUND DAMAGE PREVENTION ACT", LATEST REVISION. UTILITIES,
IF LISTED ON THE DRAWINGS, MAY OR MAY NOT REPRESENT ALL UTILITIES
WITHIN THE LIMITS OF CONSTRUCTION.
V
A T
ECT_( -\P�l ONE
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404 /
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PAINTED
MEASUREMENT
MARKINGS FOR 6
MAINTENANCE,
1" INCREMENTS
SEDIMENT MARKING GUIDE
NOT TO SCALE
EXISTING GROUND SURFACE
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TRENCHING AND PIPING
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BRICK, BLOCK OR PRECAST
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INFILTRATION TRENCH
000000000
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000000000
000
0 0 0 0
O O
COMPACTED
SUBGRADE MAT'L
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PLAN
#5 STONE (WASHED) REMOVE TRENCHING A MINIMUM 2' BEYOND NEW BOX AND BACKFILL
WITH SUITABLE MATERIAL.
24" DIA PERF. ADS N-12
POLYETHYLENE PIPING
CENTERED IN TRENCH
EXISTING TRENCH DETAIL
NOT TO SCALE
NOTE: DESIGN AS PER ORIGINAL PERMIT DRAWINGS
. Iwi
1
1/2" DIA
HOLES, 9
12" SPAC
6" CRUSHED ST�1mf_
SECTION
A JUNCTION BOX DETAIL.
NOT TO SCALE
OCEAN HARBOUR ESTATES, INC.
DEVELOPER
625 SEA MOUNTAIN HIGHWAY
NORTH MYRTLE BEACH. SC 29582
LAND MANAGEMENT GROUP, INC.
SOILS REPORT AND WETLAND MAPPING
P.O. BOX 2522
WILMINGTON, NORTH CAROLINA 28402
KLEIN ENGINEERING do ASSOCIATES
CIVIL ENGINEERING
3410 WRIGHTSVILLE AVE
WILMINGTON, NORTH CAROLINA 28403
BRUNSWICK SURVEYING
SURVEYING
3963 MARKET STREET
WILMINGTON, NORTH CAROLINA 28403
PROJECT TITLE:
OCEAN HARBOUR ESTATES
HARBOUR WATCH DRIVE
BRUNSWICK COUNTY, NC
PREPARED FOR:
OCEAN HARBOUR ESTATES, INC.
OCEAN HARBOUR ESTATES
1328 HARBOUR WATCH
CALABASH, NC 28467
[phone]
LEGEND:
® NEIGHBORHOOD PHASE
HOMESITE
®
SINGLE FAMILY DETACHED
PROPERTY/R.O.W. LINE
BUILDING SETBACK LINE
UTILITY EASEMENT LINE
STREET WITH PARALLEL PARKING
SIDEWALK
PARK GAZEBO/ARBOR
PROP-)SED STORM DRAIN
PROPOSED SANITARY SEWER
t M
PROPOSED HYDRANT
®
EXISTING WATER
EXISTING SEWER
STORM DRAINAGE SWALE
ELEVATION, LOCATION, AND ALIGNMENT OF EXISTING
SITE INFORMATION MUST BE FIELD VERIFIED PRIOR
TO FURTHER SITE DEVELOPEMENT
1
2
REVISIONS FOR DWO SUBMITTAL
REVISIONS FOR RECORD DWG
8
2
23
23
01
03
JKK
JKK
JKK
JKK
REV
DESCRIPTION
1
DAT
IDWNI
CKD
DRAWING TITLE:
DRAINAGE BASIN HD-1
REVISED DRAIN PLAN
PROJECT NO.: 97013.1
\\
REF NO.
\
C�
DATE 5-14-01
DRAWN BY: JKK
CHECKED: JKK
DWG SCALE: 1 " = 30'
DRAWING NO.
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w I % ;' (.
j
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> I TYPICAL SLOPE 31 /` % / C,B # �r I 9 � I -_ __.___ i I -V J CZS
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2 /✓ /t`,. n J RIM^ 3 6 C.B # g _ _ �� '� -
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i '� / i /?'/� 18 L.F. 18" R.C.P I INV * 31..39 n I y I � j`' - �� ' � - � F� � -
TYPICAL CUT SECTION / // _ 'o t
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BOUNDARY DITCK �// , ! _-._ _ Q.I ,
SCALE : N.T S. / ---- - _�__-�--
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/ - I SEE DET,41L yy v
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VARIES // /.- ,—_ ' 208 L. " 2 .� 5 \ &_
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f
EXISTING GRADE / - F ADS_. ��
/ •, i I '` j j PERF`ORAT,ED PIPE I C.B # 16 \ 11 ;
,; / / - ` O p.�5?� - ,
---y - M
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> PICAL SLOPE 3.1 %' r/
`~ C.B, # r lid' 28.72
t/�
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,
to
/ / t
4' /' ,r` / RIM 34.63 �� _
L. �I � � � —_- - --
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-----
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TYPICAL CUT SECTION
�._ \ ..� RIM 34.63 15G L,F. 24 ASS 2 D r \', N f
'PIPE PRECAST CONCREI L i
B UNDARY DITCH // i f3:257L Q ,I DALL KO 4848 *'
Q // 1 ' � INV ,* 30.87 PE0 'QR,�" D ; \
% /'A �' A \\24" L,F. 1$ R.C.O.'% n ��© ^ Q.2 ` ! .11. BRICK WE� .,e. DOX � \i
. 3 V' \ � ,I' ^� M I �� � FILTER FABRIC TO DE rw
X. \
SCALE : N.T•S. i -. / / t 1` 00 -�-+, - ,' ag �* �y = 31.5
/ ,%� / \ ' °`*"'' � /NNN .A !'- OBSERVATION YP.ELL \ L4 .F. '' 1 R.hr. �'!a � �,., WRAPPED AROUND PIPE .:
i • ,
`„
a WHERE INSTALLED IN C D `
J \ 4 L.F. I8 R G.P. tj _t 41 - CHANNEL #1 WALL F---i
EL �,
# 4 _ a la'ox
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TEMPORARY GRAVEL _ -
/
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ONSTRUCTION ENTRANCE „/ / // / ! RIM 4.25 RIM' >�,13 .4 / ' �\ i�>>i ,. i;:
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C ;% / / \ `, .,� / , �, __ — -.. - r-.,- `\ !� ✓ ;`l4 ° i' \ ri�Vn�Y/ - k�))JYrn•rh•
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.. ... rIC)B NU. 93541, �_ .
/. / / / / \ ! - s ""r,-` �\ �/ •� 'J ___-'- - 's-' - OPENING Y•
^
" - , ',..'_ ' .11 r - 0 32 3 `' , - - - CATCH B -DESIGNED BYY T N.
J \,
/ __. _- -
K
�_ NY WEIR OVERFLO / / / :. / r \ 1 i r� 29." \ -�- _ _ DRAYPN 13Y�.. ^1. .-_. ��
r I
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1F3 L..F. - ,18 R.C.P. C.B. I GP' %' _ __ E_ CHECKED BY:
/ e �
/'� _ .. / r / _ N.T.S. Tf
/ _ �, ---
0 1,00D
�\"
/" -
OBSERVATION , I / S rr;�` ,� \ SOUTH I . ' __
r \ T _ - PROVED z, _______.,__- __- -
Ap D ��
WELL / ,r ` p IZEVISICIlN
- / ✓ i 'C` j NA ENVIRONMENTREVISED 11-33-93
130 IL.F. ^• "4« ADS-�i1:2 / �\ � / r 1 ' 10 L ;; \ADS-N 2 . MANAOEYENT COMMISSIO � 06-94
,
/ ,%%�. 0 REVISED I
PERFORATED PIPE �' = i E E A-fA '
-� /^ --- —
i t, A .ter-_-'__' V Ze - � I �� , 1 I P RF A D `,PIP OP WATER QUAUT>r w
O. B % - �.. �--- �—' ,-_ � GP- e,_ y 2 y r - o o. 5x _ 3I 1 A Y 2C%c�Z
/ / r __ • --� �-� ti _ _ _ . ^
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"'��, r'," r i T rt_ __ .� ` ui REVISED 6-30-94
/ 1 ;�, I _ -
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r t k► C.B. '$ �- - / ` , �` f r' \ , _ - �w► 5, i%n
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I
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, ,,,�-'" �. \}.__--`.,_^.-_- it Jt{ t,) �I
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VEGETATIVE CF ANN 1#3, i J \ -- I t _ — -_.`I_ - f
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3:1 SIDE LO ES,' RIM 28.00i � - DRAINAGE EASEMENTS ( 5 TYPIC
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t
SELECTED SHOULDER MATERIAL GRASS
AS PER SEDIMENT t EROSION CONTROL
SM
•P •bpi: ;�,i�i i•'• • T' } �.y�t �i ��•' • .
�yf
3 it
min
Stone section
TEMPORARY
SEDIMENT TRAP
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 vegeta-
tion, organic matter, and other objectionable material. Place the till in lifts not
to exceed 9 inches and machine compact it. Over till the embankment 6 inches
to allow for settlement.
3. Construct the outlet section in the embankment. Protect the connection be-
tween the riprap and the soil from piping by using filter fabric or a keyway cutoff
trench between the riprap structure and the soil.
Place die Filter fabric between die 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
(cast 2 ft deep and 2 ft wide with 1:1 side slopes.
4. Clear the pond area below the elevation of die crest of fire spillway to facilitate
sediment cleanout.
5. All cut and fill slopes should be 2:1 or flatter.
6. Ensure that the stone (drainage) section aC w cif bankment has a minimum
bottom width of I ft at<tt 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 embank-
ment. Keep the thickness of the sides of lire spillway outlet structure at a mini-
mum 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 I well -graded mixture of stone
with a d50 size of 9 inches (class B erosion control stone
a maximum stone sire of 14 inches. The stone may be machine placed and the
smaller stones worked into the voids of die larger stones. The stone should be
hard, angular, and highly weather -resistant.
NOTE:
SiLT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE MAINTAINED
UNTIL LOT iS GRADED AND TURF IS ESTABLISHED
-
SiLT FENCE AROUND
ONSiTE DRAINAGE
STRUCTURES (IF
APPLICABLE)
SILT FENCE
ALONG R/W
x
�H{QQ�fE
x
TEMP. LOT
CONSTR.
ACCESS
x
I.
lo
PROPERTY LINE
LOT SILT FENCE PLAN
N.T.S
Da
U
J
0_
y U Q
.t, 0 -=:I
v- Q 2
Li
U
zQ
4 �0
\ J �
cn �
4
MARSH
y
�-VI
.
I 1-I12" TYPP
E 1 - I ASPHALT
j R FT, SLOPE I 1 FT --►.
COMPACTED 'SLOBASE''*•��� `'�i/•••�/�/ G" CABC
ROADWAY CROSSECTION
N.T.s.
30 2
26�
3' •R 6�
FIS.4�-
0
NEENAH R-3501-R
MET FOR ROLL TYPE CURS
- CONCRETE PAVEMCN
ASPHALT PAVEMENT
Ot�00r-J
BASE > t .F•+{` _y •' ..
PREPARED
suoGH,wE
::uucIADE
TINDALL KO 4048
PRECAST CONCR0L
,j• Box
FILTER FADRiC TO DE , t;
WRAPPED AROUND PIPE i
WHERE INSTALLED IN C.D.
WALL
. .
• °
• s • INV. ELL'V, • . • e FUIf-'!'I:I:FRAWING
• • • • • •-- PIM' ( E DRAWING
TQR
° • SP( �N'G,TYPE AND SIZE.)
. . . .
PROPEX
FILTER rA0R10
i DOTTQM CLL•-V,;'
r DIAMETER /
OK- NWG
TYPICAL EXFILTRATION
.CATCH BAS N
NOTE
JlNCE1ION BOXES III AND #20SHALL :i NE RWA
MANUFACTURED BY SUAATER MACHNERY
MODEL MF-22-4 and KIGWI
TOP AND FRAME AS MANUFACTURED DY
SUMTER MACH CO. NUMOCR3 : TOJE&;AL,,
AND FRAME M.F. - 15 OR APPROVELEV
RIM
CONCRETE PAVEMENT
ASPHALT PAVEMENT
s,:�,, ::;; A:'
BASE ..-:, ;4a
:.•••;•
{
PREPARED_i
..,_-PREPARED
SUBGRADE . j:;': �',`;:i;':I'1\ r. \r•
SUDGRAOE
•'''
+'
TINDALL GI 2234
"
PRECAST CONCRETE
Box
1. Set the stakes.
>01
3. Staple filter material to
stakes and extend it into
the trench.
pVV, ELEV. EDE PIPE
I SEEE DESIGN DRAWING
FoR SIZE. )
I ft as .f.
'�' 1•'•' `'.. 7 •�•.: is :.+;• .1. � tom.
TYPICAL
JUNCTION BOX
N.T.S_
2. Excavate a 4"x4" trench
upslope along the line of
stakes.
4. Backfidl and compact the
excavated soil.
SEDIMENT FENCE
4'8
S
x 4545
50' MIN.
PUBLIC RIGHT
OF WAY
�`;° �'• '��. 6" MIN,
jTit
EXISTING GROUND PROFILE
EXISTi
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION -
ENTRANCE AND PUBLIC RIGHT -OF WAY
A8IL IZED CONSTRUCTION ENTRANCE
N.T.S.
PUBLIC RIGHT
OF WAY
2 FABRIC (MIRAFI 140N OR 1,
APPROVED EQUAL)
Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO designation
45HED)
M42, size No. 2 (2-1/2" to 1-1/2"). Use crushed stone.
2.
Lergth - As effective, but not less than 50 feet.
_D 3.
Thickness - Not less than eight (8) inches.
4.
Width - Not less than full width of all points of ingress and egress.
5.
Washing - When neccessary, wheels shall be cleaned to remove sediment
TIVE SAND -
V11
prior to entrance onto public right-of-way. When washing is required,
it shall be done on on area stabilized with crushed stone which drains
into an approved sediment trap or sediment basin. All sediment shall '
be prevented from entering any storm drain, ditch or watercourse,
through the use of sand bags, gravel, boards or other approved methods
6.
Maintenance - The entrance shall be maintained in a condition which will
prevent tracking or flowing of sediment onto public rights -of -way.
This may require periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to trap
sediment. All sediment spilled, dropped, washed or tracked onto public
rights -of -way must be removed immediatly.
STANDARD EXFILTRATION TRENCH
N.T.S.
Pipe Outlet to Flat Area- j FI
No Well-defined Channel
• PREPARED 1'-6- SUBGRADE J
4.5' A
18 6' CONCRETE �UREI
f N.T.S.
Plan
K
81
1111iU1_
Section AA 'Filter
blanket
WTLET STABILIZATION
1. Ensure that the subgradc for the filter and riprap follows the required lines
and grades shown in dic{ilan. Compact any fill required in the subgradc to the
density of the surroundi g undisturbed material. Low areas in die subgradc on
undisturbed soil may al<i be filled by increasing the riprap thickness.
2. The riprap and gravel filter must conform to lire specified grading limits
shown on the plans.
3. Filter cloth, when Iced, must meet design requirements and be properly
protected from punchil>y or tearing during installation. Repair any damage by
removing the riprap amplacing another piece of filter cloth over the damaged
area. All connecting jolts should overlap a minimum of 1 ft. If the damage is
extensive, replace the citire filter cloth.
4. Riprap may be place. by equipment, but take care to avoid damaging the fil-
ter.
S. The minimum thickrss of the riprap should be 6"
diameter.
6. Riprap may be fichIstone or rough quarry stone. It should be hard, angular,
highly weather -resister, and well graded.
7. Construct the aproron zero grade with no overfill at the end. Make the top
of the riprap at the dornstrearn end level with die receiving area or slightly
below it.
8. Ensure that the apDn is properly aligned with the receiving stream and
preferably straight tlir(31ghciut its length. Ira curve is needed to tit site condi-
tions, place it in flee uper section of tiie apron,
9. Immediately after i cnstruction, stabilize all disturbed areas with vegetation _
s
C ST IRON
V LVE BOX
T PE COVER
4" SCREW CAP
FERNCO
COUPLING
2"
P.V,C:9�
.�- # 57
STONE
�o
OBSERVATION
WELL
Anchor netting in
a 6-inch trench.
In channels, roll out strips of netting parallel to the
direction of flow and over the protective mulch.
MULCH
18 " /,
overlap Join strips by anchoring
and overlapping.
INSTALLATION Oh NE171NG AND NIAT'11NC
Products designed to control erosion should be installed in accordance with
manufacturer's instructions. Any mat or blanket -type product used as a protec-
tive mulch should provide cover of at least 30% of the surface where it is ap-
plied. Installation is illustrated in Figure 6.14a.
1. Apply lime, fertilizer and seed before laying the net or mat. If open -weave
netting is used, lime may be incorporated before installing the net and fertilizer
and seed sprayed on afterward.
2. Start laying die net from the top of the channel or slope and unroll it down
the grade. Allow netting to lay loosely on the soil but without wrinkles -do
not stretch.
3. To secure the net, bury die upslope end in a slot or trench no less than 6 in-
ches deep, cover with soil, and Limp firmly as shown in Figure 6.14a. Staple the
net every 12 inches across the top end and every 3 ft around the edges and bot-
tom. Where 2 strips of net are laid side by side, the adjacent edges should be
overlapped 3 inches and stapled together. Each strip of netting should also be
stapled down the center, every 3 ft. Do not stretch the net when applying;
staples.
4. To join two strips, cut a trench to anchor the end of the new net. Overlap the
end of the previous roll 18 inches, as shown in Figure 6.14a, and staple every
12 inches just below the anchor slot.
w
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w
0
a
a
0
a
0
a
0
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p
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o
SCALE:
JOB NO.
1" = 60'
93541.20
DESIGNED BY:
Y.T.N.
_
DRAWN BY:
Y.T.N.
CHECKED BY:
R.L.C.
DATE:
10-18-93
REVISION:
REVISED 06-06-94
REVISED
6-30-94
vaaaalas3�
SHEET NUMBER:
5
OF 5
U

lid
bReond9G Ifofev y es tawiimad Dord
SFA T AIL, PLANTATION
The Gulf Rcsrni In the Spirit of the Game
301 Oubhoura Raid. Sunset leach, Nofth C':Nulitsa 28459
1.800-338.9872 ps 579-d949
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