HomeMy WebLinkAboutWPO200700068 Plan - E&S Erosion Control Plan 2009-01-08ALB"EMARLE COUNTY, VIRGINIA
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LEGEND:VICINITY MAP (1 --2000')
- -- ..._ ._- -_- __ .._ ..,'< .'.-. __. __ __...._...._..__ .-.- _- __ Existing Sanitary Sewer and Manhole
PROPOSED SANITARY SEWER AND MANHOLE
PROPOSED SANITARY LATERAL CONNECTIOI`V
F7
NS
- -57 VZ_
NST/LL A VENUME ZE0_0!' L 7 E
PROPOSED STEEL CASING PIPE
O CARRSSROO/f
Z
OR/VE
ash. PROJECT
PROPOSED LIMITS OF CLEARING
AREA
PROPOSED PERMANENT UTILITY EASEMENT
(SECTION 2)
— — — PROPOSED TEMPORARY CONSTRUCTION EA;SLMENT Q �� (BY OTHERS)
} Existing Fiber Optic Marker
7 Existing Light Pole
Existing Gate Valve
SOUTHERN
ST
,- Existing Water Meter RaLLROAo
-- Existing Signs
_ Existing Mail Box v�
ST
-- Existing Power Pole & Guy Line 5� / FREE AZ?
bt-a1fEFlcLO —� 1 RO"40
Existing Telephone Pedestal
-.. 1 _.-.-.--- --. Existing Fiber Optic
Existing Overhead Power
PROJECT
-
------ ------ ------- - Existing Cable T.V. AREA
Existing U/G Telephone 29 HUIi (SECTION 1)
__. Existing U/G Eiectirc rinicr�v
Existing Waterline
Existing Guard Rail
Existing Storm Sewer
i
CMP fir,P
Existing Edge of Pavement
v
Q
Existing Survey Control Point
�o
Existing Treeline
ROUTE- 290 BYp`` ss"+y'""
Existing Force Main
Existing VDOT Monument 5,F
Existing Rod Found 250
------ Existing Right—of—Way/Property Line
'z Existing Deciduous Tree
Q�
m
Existing Coniferous Tree
NOTE: CONTRACTOR TO CONTACT
MISS UTILITY (1-800-532-7001)
AT LEAST 3 WORKING DAYS IN
ADVANCE OF PLANNED WORK.
U
a
These documents, including drawings and specifications, were prepared by Draper Aden
Associates, Consulting Engineers, pursuant to a cortract by and between Draper Aden
Associates and the Albemarle County Service Authority with respect to the project
described in said contract. Any reuse or modification of said documents (whether hard
copy or electronic) without written verification or adaptation by Draper Aden Associates
for .the specific purpose intended will be at the sole risk of the individual or entity
utilizing said documents, drawings and specifications and such use is without the
authorization of Draper Aden Associates.. Draper Aden Associates, Consulting Engineers,
shall have no legal liability resulting from any and all claims, damages, losses, and
expenses, including attorney's fees arising out of the unauthorized use of these
documents, drawings, specifications, reports, and studies prepared as a result of the
aforesaid contract.
iAW
. ............1
K
up
EROSION AND SEDIMENT i.
PLANS i DETAILS
!, ARE NOT USED IN THIS
PiORTION OF THE PROJECT.
OWNER. ALBEMARLE COUNTY SERVICE AUTHORITY
168 SPOTNAP ROAD
CHARLOTTESVILLE, VIRGINIA 22911
PHONE: 434-977-4511
ENGINEER: DRAPER ADEN ASSOCIATES
700 HARRIS ST., SUITE E
CHARLOTTESVILLE, VIRGINIA 22903
PHONE: 434-295-0700
DRAPER ADEN ASSOCIATES
8090 VILLA PARK DRIVE
RICHMOND, VIRGINIA 23228
PHONE: 804-264-2228
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114
DRAPER ADEN ASSOCIATES REVIEW
THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY:
NAMIE: PRINTED
PROJECT DESIGNER
NAMIE: PRINTED
PROJECT MANAGER
r
NAMIE: PRINTED
QUALITY REVIEWER
SIGNATGRE
SIGNATURE
; fl`l,t`iLi
SIGNATURE
REVISIOIN HISTORY
06-18-07
Per ACSA Comments
07-27-07
Per ACSA Comments
09-11-07
Per ACSA Comments
10-11-07
Revised Inverts at MH 15
08-26-08
Realignment to avoid 2419 Hunt.
9/8/08
PER ACSA
DATE DATE:
September 8, 2008
PROJECT NUMBER:
CV 6167- 2
DATE
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REVISIOIN HISTORY
06-18-07
Per ACSA Comments
07-27-07
Per ACSA Comments
09-11-07
Per ACSA Comments
10-11-07
Revised Inverts at MH 15
08-26-08
Realignment to avoid 2419 Hunt.
9/8/08
PER ACSA
DATE DATE:
September 8, 2008
PROJECT NUMBER:
CV 6167- 2
DATE
NOTES:
T H 0,
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1. CONTRACTOR TO COORDINATE INSTALLATION OF SANITARY SEWER TO 6" STUB OUT
ACCOMMODATE USE OF DRIVEWAYS THAT ARE TO BE DISTURBED. TM 062AI-00-OA-00400
PROPOSED ELLEN F. HAWKINS
2414 HUNTINGTON RD. Tray. N/S #35
x� STORM SEWER
11,N TI N
'T
So 6� z
(BY OTHERS) DB 1806/588 6.04 >
N 391304
-LA. LARSON
MICHAEL 2. LIMITS OF CONSTRUCTION/CLEARING SHALL BE WITHIN THE LIMITS OF E 11492741.04 , A.1111
00 No. 0358
PERMANENT EASEMENT.TBM "W"
N 3912930,7
XAL
Nail in 18" Tree
Elev.= 452.62
if \ \ ~=`\x;S 3. CONTRACTOR TO FIELD VERIFY LOCATION OF ALL EX. UTILITIES TO
E '11493159.2 11114�:5umr_ 10 MINIMUM VERTICAL SEPARATION IbILIVVILLIN SANITARY FIFL��
TBIVI "A"
/ \Tray. N /F 0,, 'D WATER OR STORM SEWER PIPES. FF= 458.33 x
REMOVE ANU
Nail in Power Pole
V 391
-P REINS!, Elev.= 461.32
E 93
F,
0
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RT AND
4� ALL PIPE LENGTHS (L) ARE GIVEN AS HORIZONTAL DISTANCES C
0 D WAY
-7
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"0 A' BETWEEN INSIDE FACES OF MANHOLES. PAVEM
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5. 3 FT. MINIMUM COVER REQUIRED OVER CENTERLIINE OF PIPE (TYP.)
.• ' 6. ANGLES BETWEEN SEWER LINES ARE AS SHOWN IN PLAN VIEW.
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7. TREES TO BE REMOVED IN EASEMENT ARE SHOWN DARKER THAN
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ANHbLE TEM
• CONSTRUCTION
_EASEMENT
UcT1 Oa -
F, PORARY
PROPOSED
STORM SEWER
(
Y BY OTHERS)
'F 201 PERM AN EN T-
F f
-EASEMENT--
_TS OF -'CLEARING.
TMP 61 -00-00-1 `7 LIMI
DUNLORA LLC 174*
E
Et
TM 062AI-00-OK-01700
MARK T. or
SHERRI DONNELLY
2406 WAKEFIELD ROAD
D13 2249/320
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------ I Wy
PERMANENT EASEMENT.
No.035858
Trav/
3820.82
N 691,
E 11492792.04 A.
3. CONTRACTOR TO FIELD VERIFY LOCATION OF ALL EX. UTILITIES TO 01VA L
DB 2074/269N
Qj//
lb
Ex, Drop Inlet -
Top= 445.7
Inv. in 437.41 (18"N)
10' TEMPRAR
Ir)V.0U
437.20,
t= (18"S)
CONSTRUCOTION
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EASEMENT, _
REPAIR-- ---- --
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Nail in P�ower Pole
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06-17-2007
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DETAIL SHEET 11
INVERT IN AT
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87.27 LF 8" PVC
SDR -35
103.14 LF 8" DUCTILE
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SANITARY SEWER
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06-17-2007
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07-27-07
Moved Lat. for 2417 out of MH.
05-02-08
Removed Easement
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DESIGNED BY:
MAL
DRAWN BY:
TDS
CHECKED BY:
440 MAL
SCALE:
HORZ: 1"= 25' VERT: V= 10'
DATE:
September 8, 2008
PROJECT NUMBER:
CV06167-02
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REVISIONS
06-17-2007
Added MH 11A
06-17-2007
Added Limits
of Clearing
07-27-07
Moved Lat. for 2417 out of MH.
05-02-08
Removed Easement
08-28-08
Realignment
to avoid 2419
DESIGNED BY:
MAL
DRAWN BY:
TDS
CHECKED BY:
440 MAL
SCALE:
HORZ: 1"= 25' VERT: V= 10'
DATE:
September 8, 2008
PROJECT NUMBER:
CV06167-02
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TYPICAL MANHOLE FRAME & COVER
NTS FIG SA -D
Effective August 18, 2005 TD -4
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
L
4 a,
i �o ,11
\ ��
+ --0 BRANCH
12" - -„-
-� 1 J
Q 2"
FLEXIBLE CONNECTION --�LJ
NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION " BOOT
o INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE — IN
NTS
FIG. S -I -B
TD -2
r�
G
1'
C25MM1
East Jordan Iran
Works 00103971
D
(4) 1' C25mm) DFA HOLES
ON 32 3/4" C834Mw) DIA
BOLT CIRCLE.
2' (51MM) LETTERS
<RECESSED FLUSH)
�- CAM BOLT
SEE ASSEMBLY
IIETAIL
_ 27 1/2' DIA 1 1/2'
1699MM] 13$MM]
7'
26 1/4' DIA C178MM3
1667MM]
24' DIA # .
t606MM]
28 7/16' DTA 5/8' j
1722MM] 116MM]
36' DIA _ 26'
1914MM] 1660MMl
1 1/2'
FRAME SECTION 13/16' 138MM]
C20MM]
1 0 1 1{ 1
2 1/8' _
C54MMl
0 11/16'
C17MM]
3 13/16'
C97MMJ
1 3/8'
C35mml
3 1/8' 1
179MM] 113MM]
0 22 13/16'
C579MM]
0 25'
C635MM]
9/16" ®.D, OF GKT GROOVE
114MM7 SECTION VIEW 1/4' (6MM) DIA
NEOPRENE GASKET
(2) WSHR 1/16 X 5/8 X 1 1/2
C2) CORED 1800' RUBBER PART# 00981045
W P[CKBARS CSMM] 1 5/8" PAR B# D0981250LT HEX 8-11X3 lf2 SS
2400" C41MMJ
FADE IN USA 1/2" (2) WSHR 5/8 ID 1,50 OD SS
.1 1/8' C29MM) DIA BOSS
16MM7 C13Mre] 63 DIA. STAINLESS STEEL ROD PART# 00981318
PLAN VIEW
PICKBAR & LOCKLUG HOLE DETAIL
NOTES: (2) NUT HX 5/8-11 ZN NYLK
PART# 00981284
1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME &COVER. (2) NUT HX JAM 5/8-11 ZN
2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228
3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY.
TYPICAL WATERTIGHT-
A �l�fSAT E RT I HT C2) 19358 LOCK LUG
(SHDRT) PART# 00I93585
MANHOLE FRAME COVER
LOCK Luc ASSEMBLY
Effective August 18, 2005 NTS FIG S+E
FRAME & COVER
(SEE FIG. S-I-D,E)
SLOPED AREA
STREET SURFACE OR
NON -PAVED AREA
l'-0" MAX
2'-0"
"WEDG--LOK"
TYPE
BACKFILL SHALL
RUBBER COATED STEEL a o
STEPS OR APPROVED
3'-0" MIN
EQUAL CAST IN PLACE
LARGER THAN 5" IN ANY
PRECAST REINFORCED
CLEANOUT
CONCRETE SECTIONS 1 2" MIN
"0" RING SEALS 16)" MAX
}--6"
MINIMUM ELEVATION a
1,-0"
DIFFERENCE ACROSS M.H. 5" 4'-0"
5'
FROM INLET TO OUTLET
(6" LIFTS)
SHALL BE 01.20 FEET.
CONCRETE 4
VARIES
DEPTH OF FLOW FILLETS
a
CHANNEL TO BE
_
3/4 DIAMETER OF
OF PIPE
CONTRIBUTING - -- =-� -
MECHANICAL TAMPER
SEWER.'
A -�
d
,1 � 12"
A FILLETED INVERT FOR A SMOOTH
NO. 68 STONE
TRANSITION OF FLOW BETWEEN
SERVICE LATER
INLET & OUTLET PIPE SHALL BE
PROVIDED.
-- MIN. 6" BEDDING
NOTE :
W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN
IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT
FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WETHER
MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
<
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS
TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE
SECTION ,
SHOWING BRANCH TIE-IN
NTS
FIG. S -I -A
TD -1
NOTE
1.OPEN CUTS 1N PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ACCORDING TO VDOT PAVEMENT REPAIR DETAIL.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWED PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD -7
SLOPED AREA --'
2'-0" - -
1'-0" MAX
�Z�
0-
a
FRAME & COVER
SEE FIG. S -I -D, E
STREET SURFACE OR
NON -PAVED AREA
"WEDG LOK" TYPE RUBBER COATED
STEEL STEPS OR APPROVED EQUAL
CAST IN PLACE
PRECAST REINFORCED CONCRETE
SECTIONS WITH "0" RING SEALS
OR APPROVED EQUAL
3'--0" MIN o
THE DROP CONNECTION SHALL BE
DUCTILE IRON PIPE (CLASS 50)
a 5" BACKFILLED IN 6" LAYERS AND
COMPACTED BY HAND TAMPERS OR
12' MIN BACKFILLED WITH SELF -COMPACTING
16" MAX STONE.
o
5"
MINIMUM ELEVATION DIFFERENCE
12"MIN 12"MIN ACROSS M.H. FROM INLET TO
VARIE o Q OUTLET SHALL BE 0.20 FEET
A FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN
INLET & OULET PIPE SHALL BE
a� /\ PROVIDED.
12" D ZS- D A.- C D D
n' D-
3/4 DIA OF LARGEST
PIPE IN MANHOLE
MIN, 6" BEDDING WITH NO. 68 STONE
NOTES:
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPEiCIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
DESIGN ON SEWERS WITH STEEP SLOPES.
f
NTS
FIG. S -I -C
TD -3
THREADED PLUG
CLEANOUT ADAPTOR
BACKFILL SHALL
_REMAINING
NOT CONTAIN ROCK MATERIAL
4„
36 MIN
LARGER THAN 5" IN ANY
VDOT NO. 21A STONE
CLEANOUT
DIMENSION
24"MI
}--6"
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
1,-0"
INTIAL BACKFILL*
_IT
8"MIN
(6" LIFTS)
EMBEDMENT
PIPE CONNECTED TO THE MANHOLE.
Uj
2. ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE
* THOROUGHLY COMPACTED
SPRING LINE
BY HAND OR APPROVED
OF PIPE
PER FOOT).
MECHANICAL TAMPER
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4".
HAUNCHING
NO. 68 STONE
X_
SERVICE LATER
BEDDING 6" max
4" min
—
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
<
CONDITIONS ARE UNSTABLE
z
ALL PIPE)
NOTE
1.OPEN CUTS 1N PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ACCORDING TO VDOT PAVEMENT REPAIR DETAIL.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWED PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD -7
SLOPED AREA --'
2'-0" - -
1'-0" MAX
�Z�
0-
a
FRAME & COVER
SEE FIG. S -I -D, E
STREET SURFACE OR
NON -PAVED AREA
"WEDG LOK" TYPE RUBBER COATED
STEEL STEPS OR APPROVED EQUAL
CAST IN PLACE
PRECAST REINFORCED CONCRETE
SECTIONS WITH "0" RING SEALS
OR APPROVED EQUAL
3'--0" MIN o
THE DROP CONNECTION SHALL BE
DUCTILE IRON PIPE (CLASS 50)
a 5" BACKFILLED IN 6" LAYERS AND
COMPACTED BY HAND TAMPERS OR
12' MIN BACKFILLED WITH SELF -COMPACTING
16" MAX STONE.
o
5"
MINIMUM ELEVATION DIFFERENCE
12"MIN 12"MIN ACROSS M.H. FROM INLET TO
VARIE o Q OUTLET SHALL BE 0.20 FEET
A FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN
INLET & OULET PIPE SHALL BE
a� /\ PROVIDED.
12" D ZS- D A.- C D D
n' D-
3/4 DIA OF LARGEST
PIPE IN MANHOLE
MIN, 6" BEDDING WITH NO. 68 STONE
NOTES:
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPEiCIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
DESIGN ON SEWERS WITH STEEP SLOPES.
f
NTS
FIG. S -I -C
TD -3
THREADED PLUG
CLEANOUT ADAPTOR
FINISHED GROUND
ADJUSTABLE VALVE BOX WITH LID. BINGHAM &
4„
TAYLOR FIG. NO 4905 OR APPROVED EQUAL
VDOT NO. 21A STONE
CLEANOUT
NOTE
SEWER SERVICE LATERAL CONNECTION NOTES
}--6"
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
1,-0"
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED,
_IT
THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL
BE 0.2" HIGHER THAN THE TOP (CROWN) ELEVATION OF THE LOWEST
PIPE CONNECTED TO THE MANHOLE.
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2. ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE
CONNECTED TO MANHOLES SHALL HAVE CLEANOUTS AS INDICATED.
3. GRADE FOR SEWER SERVICE CONNECTIONS SHALL BE 2% (1.4"
Uj
PER FOOT).
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3'.
PLUG END OF
X_
SERVICE LATER
PROVIDE D.I. TO
PVC TRANSITION
FITTING AS
REQUIRED.
45.9
�-- MAIN LINE
LID WITH THE MARKING SEWER
CAST IN.
IN LINE WYE -TEE
PLAN
AS INDICATED
Ll e M O f
TD -6
NLTH 0`1
MICHAEL A. LARSON
No. 035858
ONAL��
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DESIGNED BY:
ACSA
DRAWN BY:
ACSA
CHECKED BY:
MAL
SCALE:
NOT TO SCALE
DATE:
September 8, 2008
PROJECT NUME3ER:
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DESIGNED BY:
ACSA
DRAWN BY:
ACSA
CHECKED BY:
MAL
SCALE:
NOT TO SCALE
DATE:
September 8, 2008
PROJECT NUME3ER:
O.D.
12"
CONCRETE ENCASEMENT
VDOT CLASS 1
RIPRAP
SECTION A- A
NOT TO SCALE
O
D
3.0' MIN.
LENGTH (VARIES)
iN !
MATCH EXISTING PROFILE 1
EXCEPT WHERE SLOPE OF
AX.
BANK BANK EXCEEDS 1 TO 1
A
a
I—
`'�—�.�T UNDISTURBED
MATERIAL A
ELEVATION
NOTES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMEN
WILL BE REQUIRED.
2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL
BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT' CLASS 1 RIPRAP.
SEWER
TYPICAL STREAM CROSSING
N.T.S
FIG. S-7
rW,
VENT PIPE— ONE AT
EACH END OF CASING
(SEE NOTES)
8'-0' MIN.
-------- ---tJ
5'-6' MIN, I
I
DUCTILE IRON PIPE
(MECHANICAL JOINT)
25' MIN,
ALSO SEE THE "AREA MANUAL FOR RAILWAY ENGINEERING — PART 5, PIPELINES"
RAILROAD
2'-0' 1 2'-0' 1 17' LIR 8'
VENT PIPE— ONE AT
EACH END OF CASING
(SEE NOTES)
COATED STEEL BAND OR STAINLESS
STEEL CASING INSULATORS AS MANU—
FACTUED BY ADVANCE PRODUCT
SYSTEMS, INC., MODEL SS1, S7; OR
BY CASCADE MODEL #CCS -905, OR
APPROVED EQUAL.
STEEL CASING -�
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- �Imlwml
18' OR 20' JOINT OF D.I.
SIGN
e
0
12"
CONCRETE FILL
BOTH ENDS
NOTE, 1, ENDS OF CASING CAN BE SEALED USING MODEL AC PULL—LIN END SEAL GASKET, AS MANUFACTURED BY ADVANCE
PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL,
2. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE.
SEWER
TYPICAL STEEL SLEEVE INSTALLATION
UNDER RAILROADS
N.T.S
FIG. S-6
SIGNa
1. PIPELINE SHALL BE PROMINENTLY MARKED AT RIGHT—OF—WAY LINES (ON BOTH
SIDES OF TRACK FOR CROSSINGS) BY DURABLE, WEATHERPROOF SIGNS LOCATED
OVER THE CENTERLINE OF THE PIPE.
2. SIGNS SHALL BE MIN 30" X 36" AND CONTAIN THE FOLLOWING TEXT:
NON—PRESSURIZED
GRAVITY SANITARY SEWER LINE
LOCATED XX.X FEET BELOW GROUND
OWNED AND OPERATED BY:
AL13EMARLE COUNTY SERVICE AUTHORITY
168 SPOTNAP RD.
CHARLOTTESVILLE, VA 22911
IN CASE OF EMERGENCY CALL:
434-977-4511
NOTE: "XX.X" TO BE ACTUAL PIPE DEPTH BELOW GRADE AT SIGN LOCATION.
CASING VENT PIPES
1. VENT PIPES SHALL BE OF SUFFICIENT DIAMETER, BUT NO LESS THAN TWO INCHES
IN DIAMETER, AND PLACED NEAR EACH END OF THE CASING AND PROJECT
THROUGH THE GROUND SURFACE AT RIGHT—OF—WAY LINES OR NOT LESS THAN 45
FEET, MEASURED AT RIGHT ANGLES FROM CENTERLINE OF THE TRACK.
2. VENT PIPES SHALL EXTEND A MINIMUM OF 4' ABOVE THE GROUND SURFACE.
3 TOP OF VENT PIPE SHALL HAVE A TURNED DOWN ELBOW, PROPERLY SCREENED, OR
A RELIEF VALVE.
4 VENTS IN LOCATIONS SUBJECT TO HIGH WATER SHALL BE EXTENDED ABOVE THE
MAXIMUM HIGH WATER ELEVATION AND SHALL BE SUPPORTED AND PROTECTED IN
A MANNER APPROVED BY NORFOLK SOUTHERN.
5 VENT PIPE SHALL CLEAR ANY AERIAL ELECTRICAL WIRES BY 4 FEET MINIMUM, OR
GREATER IF REQUIRED BY NATIONAL ELECTRICAL SAFETY CODE (ANSI C2).
MILL EXISTING
PAVEMENT TO
MIN. 165 LB/SQYD
MIN. 1.5" OVERLAY ASPHALT
CONCRETE SURFACE sCOURSE
TYPE (SM).
VDOT BM ASPHALT CONCRETE_ BASE
COURSE TO MATCH EXISTI�gG
PAVEMENT SECTION (6" MINIMUM)
UNDISTURBED
SUBGRADE
APPROVED SOIL OR SELECT MATERIAL
TYPE 1, CBR 30 COMPACTED TO 95% -
MAX DENSITY AT OPTIMUM MOISTURE
CONTENT
STRAIGHT SAW
CUT IN EXISTING
PAVEMENT
MIN 10"
TYPE 1 SIZE 21 A or 8 AGG.
COMPACTED TO 100% MAX.
DENSITY AT OPTIMUM
MOISTURE CONTENT
SAND OR NO. 57 STONE
FOR PIPE LESS THAN 12" THE TRENCH WIDTH MAY BE 36" MAXIMUM.
SEE UB -1 (ROAD AND BRIDGE STANDARDS VOLUME 11)
VDOT CUT REPLACEMENT PAVEMENT REPAIR DETAIL
NOT TO SCALE
SAW CUT EXISTING
PAVEMENT
8ff
BEDDING AND INITIAL
BACKFILL AS PER
PROJECT DRAWINGS
AMD SPECIFICATIONS.
2" SM -2A
COMPACTED VDOT 21B
AGGREGATE
SELECT BACKFILL
COMPACTED TO 95%
MAXIMUM DENSITY
TR NE CH WIDTH AS PER
SPECIFICATIONS
PANED DRIVEWAY PRIVATE ROAD REPAIR
NOT To scALE
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MICHAEL A. LARSON
NQ. 035858
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REVISIONS
09-11-2007
Added Backfill Noir to VDOT
12-23-08
Per Add #1
DESIGNED BY:
ACSA
DRAWN BY:
ACSA
CHECKED BY:
MAL
SCALE:
NOT TO SCALE
DATE:
September 8, 2008
PROJECT NUMBER:
V061 7-0
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REVISIONS
09-11-2007
Added Backfill Noir to VDOT
12-23-08
Per Add #1
DESIGNED BY:
ACSA
DRAWN BY:
ACSA
CHECKED BY:
MAL
SCALE:
NOT TO SCALE
DATE:
September 8, 2008
PROJECT NUMBER:
V061 7-0
GENERAL CONSTRUCTION NOTESFOREROSION AND SEDIMENT CONTROL PLANS �NlTH of
t THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PROJECT DESCRIPTION nrF
PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND ISTURBINGTHIS PROJECT CONSISTS OF THE CONSTRUCTION OF PUBLIC SANITARY SEWER FOR THE
ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. NORTHFIELDS AREA DEVELOPMENT - PHASE 4. THE TOTAL AREA OF LAND DISTURBANCE
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ASSOCIATED WITH THIS PROJECT IS 1.06 ACRES. MICHAEL A RSON
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND EXISTING CONDITIONS No. 035858
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND THE EXISTING SITE CONSISTS OF CURRENTLY UNDEVELOPED AND RESIDENTAL PROPERTIES 1 /
1. SET POSTS AND EXCAVATE A 2, STAPLE WIRE FENCING TO THE POSTS. SEDIMENT CONTROL REGULATIONS. LOCATED WITHIN THE UPPER RIVANNA RIVER WATERSHED. TOPOGRAPHY AND VEGETATION 0"
4" X 4" TRENCH UPSLOPE EXISTING
ALONG THE LINE OF POSTS. 70' MIN. Ai 5:1 PAVEMENT 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE VARIES AS SHOWN ON THE PLANS. DRAINAGE IS TO TOWN BRANCH CREEK. -10NAL 110A
FIRST STEP IN CLEARING.
ADJACENT PROPERTIES
THE SUBJECT PROPERTY IS BORDERED GENERALLY TO THE WEST BY WAKEFIELD ROAD, TO
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE EAST BY THE NORFOLK SOUTHERN RAILROAD NEAR MP 109, TO THE SOUTH BY RIO
FILTER2 6" MINT MOUNTABLE BERM THE SITE AT ALL TIMES. ROAD, AND THE NORTH BY FREE STATE ROAD.
EXISTING AJ
Awma
CLOTH (OPTIONAL) 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON CRITICAL EROSION AREAS
GROUND w <
SIDE ELEVATION THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE -CARE MUST BE TAKEN TO MINIMIZE SEDIMENTATION OF THE EXISTING TOWN BRANCH 0
r7 CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR CREEK. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED TO PROMOTE
REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. PROPER FUNCTION. 0
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL TION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,
70' MIN. -WHERE CONSTRUCTION
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN
10' MIN,
PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICULAR)
WASHRACK
APPROVING AUTHORITY, TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC
FLOW,/' -(OPTIONAL)
N
ROAD SURFACES, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY.
ti
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
\4� _ i I � k__ I--- SEDIMENT SHALL BE REMOVED FROM THE ROADS BT SHOVELING OR SWEEPING AND
TIMES DURING LAND DISTURBING AC
10' MIN. STABILIZATION IS ACHIEVED. TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE
ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL
12' MIN.
4. BACKFILL AND COMPACT TING TIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND DITHERS
EXIS 8. DURING DEWATERING OPERA
ACTIVITIES. A CONSTRUCTION ENTRANCE MUST BE INSTALLED TO SERVICE THE SITE
THE EXCAVATED SOIL.
3. ATTACH THE FILTER FABRIC PAVEMENT DEVICE. +
CONSTRUCTION.
P.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER -EXISTING CULVERTS TO REMAIN MUST BE PROTECTED TO PREVENT SEDIMENT DEPOSIT OR
EXTEND IT INTO THE TRENCH.
TO THE WIRE FENCE AND
VDOT #1 B EACH RUNOFFPRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN
POSITIVE DRAINAGE THE EFFECTIVENESS OFTHE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. "SILTING -UP" OF THE PIPES.
COURSE 10' MIN.
AGGREGATE TO SEDIMENT
VESCR MS -16 UNDERGROUND UTILITY LINE INSTALLATION
TRAPPING DEVICE 4=
MUST EXTEND FULL WIDTH 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING
OF INGRESS AND EGRESS 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL
PLAN VIEW
STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
4�4
OPERATION BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME, 4 E
V
12' MIN. 3" MIN. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UP HILL SIDE OF TRENCHES.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER
>
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH
ZONING ORDINANCE SECTION 5.1.28.
kj;
FLOW'AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER
-SITE PROPERTY.
THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN
S4
CODE OF ALBEMARLE.
ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
EXTENSION OF FABRIC
E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
AND WIRE INTO THE SECTION A-
3" MIN. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE
A
F. COMPLY WITH APPLICABLE SAFETY REGULATIONS.
TRENCH. FILTER CLOTH LIMITED TO THE HOURS OF 7: OOAM TO 9:OOPM.
6'-7„ 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN STRUCTURAL PRACTICES VESCH STD. & SPEC. NUMBER
CONSTRUCTION ENTRANCE #3.02
MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL SILT FENCE #3.05
FILTER FABRIC DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE
v #3.08
CULVERT INLET PROTECTION
V
0 SLIDES, SINKING, OR COLLAPSE.
OUTLET PROTECTION 18
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO
J,
PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL
7
MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR
VEGETATIVE PRACTICES
A
TOPSOILING
#3.30
OTHER PORTION OF THE PROPERTY.
#3.31
TEMPORARY SEEDING
c, ,4
CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT)17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE PERMANENT SEEDING #3.32
REINFORCED SECTION 13-13 DRAIN SPACE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX MULCHING #3.35
CONCRETE TREE PROTECTION AND PRESERVATION #3.38.39
OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF DUST CONTROL #3
ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO w
BE APPLIED AT 80LBS/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY (n
SILT FENCE 3 N� STONE CONSTRUCTION ENTRANCE CE
EROSION CONTROL INSPECTOR. SEQUENCE OF CONSTRUCTION <
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND 1, ALL EROSION CONTROL MEASURES AND A PRECONSTRUCTION MEETING SHALL BE
NAULCH, AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED AHEAD OF CONSTRUCTION WORK. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES,
RNTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT IOOOLBS/ACRE AND SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE
CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT COMSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE
180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL FUNICTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1OOSF.
ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR,
2. BEGIN AS SHOWN ON THIS PLAN.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. 3. MAINTAIN EROSION CONTROL MEASURES THROUGHOUT INITIAL CONSTRUCTION WORK. ui
ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT IN GENERAL, ALL ESC MEASURES WILL BE CHECKED DAILY AND AFTER EACH
TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. SIGNIFICANT RAINFALL.
ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF
GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR 4. NO OFFSITE LAND DISTURBING ACTIVITIES ARE PLANNED. ANY OFFSITE LAND
HEIGHT MUST BE CLEANED AND REPAIRED DISTURBANCE ACTIVITIES WILL REQUIRE A SEPARATE LAND DISTURBANCE PERMIT BY THE
IMAM EDI ATELY. CONTRACTOR.
ENDWALL
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 5. ALL TEMPORY EROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL BE
30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO REMOVED
EAWITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY
- - - - - - - - -- - - APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. SURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL
PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL ATREAS
TOE OF FILLY RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY <
CULVERT STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
FLOiOD PLAIN Z
DRIP LINE SHALLOW THIS PROPERTY LIES WITHIN FLOOD ZONE "C", FIRM, COMMUNITY PANEL NUMBERS: 51003
SLOPE< z
0279D. FLOOD ZONE "X" IS DEFINED AS "AREAS OF MINIMAL FLOODING". (NOT A HUD
I IFLOW
ON SHALLOW SLOPES, STRIPS OF 100 YEAR FLOOD ZONE)
(n cr
NETTING PROTECTIVE COVERINGS MAY j
SNOW FENCE BE APPLIED ACROSS THE SLOPE.
STORMWATER MANAGEMENT >
THE UTILITY EXTENSIONS WILL NOT CAUSE A SIGNIFICANT INCREASE IN IMPERVIOUSNESS OR
PEAK RUNOFF LATES AND NO STORMWATER TREATMENT >:
IS REQUIRED. ALL OPEN WATER
CHANNELS WILL BE PROTECTED FROM EROSION SEDIMENTATION DURING CONSTRUCTION. W z
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PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS OMNI& 0
WHERE THERE IS A BERM AT THE U.
BERM
WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. Li
0
0 TION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED
TOE OF FILL TOP OF THE SLOPE, BRING THE TEMPORARY SOIL STABILIZATION w
0 -1
AMATERIAL OVER THE BERM AND AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED)
"," N - cc
ANCHOR IT BEHIND THE BERM. f FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS
SILT FENCE DISTANCE IS 6MINIMUM IF THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
'
FLOW IS TOWARD C0 w
EMBANKMENT f STEEP
IFLOW BOARD FENCE
ui
CORD FENCE SLOPE'
4lfl0.
APPLY PROTECTIVE
ON STEEP SLOPES
I REVISIONS
OPTIONAL STONE COMBINATION ��LPLASTIC FENCE
COVERING PARALLEL TO THE DIRECTION
06-18-2007
CORRECT METHODS OF TREE FENCING
OF FLOW AND ANCHOR SECURELY.
1,0'
Changed EC -3 to EC -2
TOTAL LBS 11-18-08
GENERAL SLOPE U O= R I
zi,
PER -ACRE
Per E&S Comments
2
1.5:1 MAX
KENTUCKY 31 FESCUE 128 LBS.
17771 nr
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P GRASS
e " 2 LBS.
M.4
2,5
SEASONAL NURSE CROP
FLOW
BRING MATERIAL DOWN TO A LEVEL
J'S 20 LBS-
AREA BEFORE TERMINATING THE
INSTALLATION. TURN THE END UNDER 150 LBS
".-12
P SEASONAL NURSE CROP
'n 4" AND STAPLE AT 12" INTERVALS.
Lu
FEBRUARY 16 THROUGH APRIL ANNUAL RYE
VDOT #3, #357, #5, #56 OR #57 COARSE CLASS I RIPRAP
DITCH FLOW MAY 1 THROUGH AUGUST 15 FOXTAIL MILLET DESIGNED BY:
AGGREGATE TO REPLACE SILT FENCE IN
03 AUGUST 16 THROUGH OCTOBER ANNUAL RYE
5 MAL
0 HORSESHOE WHEN HIGH VELOCITY OF FLOW IS IN DITCHES, APPLY PROTECTIVE
< POO NOVEMBER THROUGH FEBRUARY 15 WNTER RYE DRAWN BY:
9 EXPECTED COVERING PARALLEL TO THE
9
DIRECTION OF FLOW. USE CHECK NOTEI
CORRECT TRUNK ARMORING CHECKED BY: TDS
TRIANGULAR BOARD FENCE SLOTS AS REQUIRED. AVOID JOINING
>
MATERIAL IN THE CENTER OF THE 1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL TESTS AND APPLIED IN
MAL
SCALE:
DITCH IF AT ALL POSSIBLE.
ACCORDANCE WITH VESCH STD. 3.32.
SILT FENCE CULVERTNTS
TREE PROTECTION TP f
OIP 2. SEEDINGS TO BE MULCHED IMMEDIATELY UPON COMPLETION OF SEED APPLICATION, IN DATE:
INLET PROTECTION ACCORDANCE W/ VESCH STD 3.35. November 18, 2008
PROJECT NUMBER:
E
0
3. DUST CONTROL SHALL BE DONE IN ACCORDANCE WITH VESCH STD. 3.39
CV06167-02
EC -
TYPICAL ORIENTATION OF TREATMENT
(SOIL STABILIZATION BLANKET
Ps
ES3
PERMANENT STABILIZATION