HomeMy WebLinkAboutWPO200400057 Plan - E&S Erosion Control Plan 2004-10-14-Location Map
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SS SANITARY SEWER LINE . I PROP.)
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a ` :. ,✓ g'� . ', CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SU YO BOA a BLOW -OFF ASSEMBLY
I.F. IRON PIN FOUND
CHARLOTTESVILLE VIRGINIA
ar 6th STREET,
.. IRON PIN SET
v k PSI, 434-295-6496 FAX 434-296-6497 K.r,
Y,. HP HIGH POINT
n
`
June 7, 2W4 LP LOW POINT
71 7
u � x PI?�PA �� 0� �� 'a °1 `' i FT TRANSFORMER
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acI�IIIIa� Pace l �' '�
,-' a♦CG-2 VDOT STD. HEADER CURB
s{t «=1 �I fit.
¢r P.O. BOX 673 CG -6 VDOT STD. CURB & GUTTER
-W. CHARLOTTESVILLE, ESVILLE, Va. 22945
CG -12 VDOT STD. HANDICAP MP
HC HANDICAP PARKING SYMBOL
DIP DUCTILE IRON PIPE
RCP REINFORCED CONCRETE PIPE
CMP CORRUGATED METAL PIPE
PVC POLYVINYLCHLORIDE PIPE
HDPE HIGH-DENSITY POLYETHYLINE PIPE
VC VITRIFIED CLAY PIPE
FFE FINISHED FLOOR ELEVATION
TBR TO BE REMOVED
TBT TO BE TRANSPLANTED
FH -O- FIRE HYDRANT
YH -05 .YARD HYDRANT
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COVER SHEET AND NOTES 1
MASTER PLAN 2
OLD BALLARD FARM ROAD PLAN AND PROFILE, STA. 9+50 TO 15+50 3
OLD BALLARD FARM LANE PLAN AND PROFILE, STA. 6+50 TO 12+00
OLD BALLARD FARM LANE PLAN AND PROFILE, STA. 12+00 TO 26+00 4
STORM WATER MANAGEMENT PLAN 5
EROSION AND SEDIMENT CONTROL PLAN 6
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 7
DETAILS S
BIOFILTER PLANTING PLANS 9
,”
ntandards and ,. _ s
1 '
BRIDGE SPECIFICATIONS, 1994.
A r •1r • r•■ #'
BRIDGE .N ri r S 2001.
VIRGINIA -1>s OF CONSERVATION A
DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION
AND SEDIMENT CONTROLHANDBOOK,.EDITION,
Survey 1. `veyy ya1) d T o car, - ��� �%
PHYSICALhy
fn
1. SURVEYINFORMATION AERIAL
JAMES
ADDITIO
BY THOMAS B. LINCOLN LAND SURVEYOR, INC.,
CHARLOTTESVILLE,
-` 2. SURVEY DATUM: USC&GS VERTICAL DATUM NAVD '68
9 5fi;!RA Y'O 3. BASIS OF BEARINGS: VASP GRID NORTH,
9p y_, n Vjo,,med and Apyyp��,,,Qoyp�qq edy by V ggv�]y VA SOUTH ZONE NAD ' 3
Dat w 19-0_q
�• -
��FT
AGENCY COMMENTS
2,10-11-04 AGENCY COMMENTS
, 4
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-2 000 A
-LARED E'S
E TCMP
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P_F_ REMOVED
'OT
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REPLACE WITH
@ Ad 1 BptLDI U - ------ ::�&-AC CESS
loll
EAS-E—MEENT
T
3000
—0 SF
BUILDINGZI I (TBRI
432 L
�,000 Acres,
(TYP.) Z000 AA -5
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7
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--S -,T-B
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t-Acr
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6 A
(P
res 3
.06
2 32, Acres
IRqj�q SET5AQK1'
76 FT
-45 MPHSIGHT.LINE
500'�
UJ -
OLD BALLARD ROAD Cr
-10'-55 MPH
6 -LINE-
SIGHT
Cn
ul SIGHT LINE REDUCED DUE TO CALMING EFFECT OF ROAD CURVE
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CIVIL ENGINEERS
LANDSCAPE ARCHITECTS
LANDSURVEYORS
200 6th STREET, NE
CHARLOTTESVII.LE, VIRGINIA 22902
1 PH. 434-295-6496 FAX 434-296-6497
SCALE: 1 9'=100'
CONTOUR TINT: 29
DATE: 6/7/04
DRAWN BY: PRQ/ERF
REVISIONS:
1. 8-12-04 AGENCCY COMME, NITI S
2.10-11-04 AGYPICY COMM,:ENTS
OF 9
I
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CIVIL ENGINEERS
LANDSCAPE ARCHITECTS
LANDSURVEYORS
200 6th STREET, NE
CHARLOTTESVII.LE, VIRGINIA 22902
1 PH. 434-295-6496 FAX 434-296-6497
SCALE: 1 9'=100'
CONTOUR TINT: 29
DATE: 6/7/04
DRAWN BY: PRQ/ERF
REVISIONS:
1. 8-12-04 AGENCCY COMME, NITI S
2.10-11-04 AGYPICY COMM,:ENTS
OF 9
18"
VERT
z
D
�13 f
EX. _-_cmlt3
xfT
ILIAL
TRAPEzbibAL DITCH,
P
ESS, -71'Y A - l mING
8
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0
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TOP,
Lu
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OLD BALLAR
FARM LANE-`,
8TREETNE\ 20'DRAINA4,E
SIGN '
AM
DEDICATED TO
35T
PUBI-16,USE
FLAPRED END,.
0 'R
6N
.4
7AO&
SE
25 FRONT T43
20'D
RzNNAGE I�ASEMENT
"',106"X 12"RIIIQ��T-TURNILANE DEDICATED TO,
PUOLld'USE I I
T8)
bET,, H
A
OLD BALLARD FARM ROAD PLAN, STA. 9+50 -170 15+50
u u t
SIGN
7' DRAINAGE EASEMENT
A = -4.75 A= 11.91 A= -1 .17
K
=10.53 K = 20.99 K = 42.91
1 VIC
50, vc -1 250' VC 1 50
zll.*191:10141iff�i 11 O
-7 +41 31 CENTER
• ?_,JBLIC USE
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AC E
co
OLD
BALLARD
FARM LANE. STA. 6+50 TO
1/021+00
6201
EXISTING GRADE - 20'L
L /I
EXISTING GRADE - 20'R
OLD BALLARD FARM ROAD PLAN, STA. 9+50 -170 15+50
u u t
SIGN
7' DRAINAGE EASEMENT
A = -4.75 A= 11.91 A= -1 .17
K
=10.53 K = 20.99 K = 42.91
1 VIC
50, vc -1 250' VC 1 50
zll.*191:10141iff�i 11 O
-7 +41 31 CENTER
SCALE: HT'=50') VT'=10'
CONT OURINT: 2)
D
1AT/04E- 6/7
DRAWN BY: PRQ/ERF
REVISION&
1. 8-12-04 AGEINCY COWV1 ENTS
2.10-11-04 AGENCY CO MIMENTS
I siiEFr
OF 9
• ?_,JBLIC USE
c_
U
;
1,
<
PROPOSED GRADE CENTERLINE
SCALE: HT'=50') VT'=10'
CONT OURINT: 2)
D
1AT/04E- 6/7
DRAWN BY: PRQ/ERF
REVISION&
1. 8-12-04 AGEINCY COWV1 ENTS
2.10-11-04 AGENCY CO MIMENTS
I siiEFr
OF 9
• ?_,JBLIC USE
c_
<
PROPOSED GRADE CENTERLINE
OLD
BALLARD
FARM LANE. STA. 6+50 TO
1/021+00
SCALE: HT'=50') VT'=10'
CONT OURINT: 2)
D
1AT/04E- 6/7
DRAWN BY: PRQ/ERF
REVISION&
1. 8-12-04 AGEINCY COWV1 ENTS
2.10-11-04 AGENCY CO MIMENTS
I siiEFr
OF 9
PROPOSED GRADE CENTERLINE
EXISTING GRADE CENTERLINE
6201
EXISTING GRADE - 20'L
A 2.45;
K 40.75
EXISTING GRADE - 20'R
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D
1AT/04E- 6/7
DRAWN BY: PRQ/ERF
REVISION&
1. 8-12-04 AGEINCY COWV1 ENTS
2.10-11-04 AGENCY CO MIMENTS
I siiEFr
OF 9
'm '1160,11NIF
NOTE: )�Dk
ST FINAL GRADES IN THIS AREKTO MAINTAIN
_POSITIVE SHEET -FL -OW DRAINAGE ROAD AND
F2�1l
OT 16 PREVENT GRADING ON ADJA CENT PROPERTY. STOP
'T �6 ACCE -FROM
000 AGR
ES EW
NA
- ------ -MENT,
Z
S
NOTIFY
5
PREVENT---
ENGINEE�Z IMMEDIATELY IF FIELD CONDITIONS
DE,13 C ATEDTO
RE
-WORK
SEMEINT':
-000 -AC
J.
2.
POSITIVE DRAINAGE.
--------------
30 00T F
H WITI-4k I
-- - ------- "-f
TYPE B
------- ----
E 3, -WiLDOG-S TE, `-/
UNDERDRAIN LOC)ATIONS ARE BASED ON ROAD
s --NOTE/ .......... yo.
GRADES. DEVIATIONS FROM PLAN ELEVATIONS
WILL REQUIRE UNDERDRAIN RELOCATIONS.
Cl*
20"DRAI
NAG E -4-
-- ------- -
---_EASEMENT---f---�
DECM�ATI
GATED T,6, ---
P PUBLIC
CHANNELS MUST BE
UBLIC SE
INSTALLED BEFORE
EARTHWORK UPHILL
OLD BALLARD FARM LANE PLAN, %-#-j%TA. 12+00 Tke) 25+21.63 REPLACE EXISTING DRIVEWAY CULVERT FROM THEM CAN
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CIVIL ENGINEERS
LANDSCAPE ARICHITECTS
LAND SURVEYORS
200 61h STREET, NE
CH)IRLOTTESVILLE, VIRGINTIA 22902
PH. 434-295-6496 FAX 434-296-6497
SCALE- V:I"=IO'
CON TOUR INT: 29
DATE: 6/7/04
DRAWN BY: PRQ/ERF
REVISIONS,
1.8-12-04- AGENCY CO NITS
I 2.10-11-04AGEI,4CYCOA/,LNS
I
OF 9
1 �4
CIVIL ENGINEERS
LANDSCAPE ARCHITECTS
LAND SURVEYORS
200 6th STREET, NE
CHARLOTTESVILLE, VIRGINIA 22902
� PH. 434-295-6496 !,FAX 434-296-6497
SCALE: P=100'
CON OUR IT. T
DATE. 6/7/04
DRAWN BY. PRQ/ERF
REVISIONva
1. 8-12-04 AGENCY COMWENTS
2. 10-11-04 AGENCY COMMUE, NTS
m
11 NU lim
THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR:
A) SHOULD SEDIMENT BASINS OR TRAPS BE REQUIRED,
THEY WILL BE CLEANED AND MAINTAINED ACCORDING
TO THE VESCH.
B) ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY
FOR SEDIMENT BUILDUP THAT WILL PREVENT DRAINAGE.
IF TWE G94VEL IS CLOGGFD RY S&%fl4E,lJT- IT .,S,W,&LL 9E
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1.8-1 2- AGENCY COMIUFNTS
2.10-11-04 AG EINCY CONWIENTS
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SECTION B -B
Plate 3.02-1
NOTE: IF SEDIMENT IS FOUND TO BE TRANSPORTED INTO EXISING PUBLIC ROAD, THEN A PAVED CONSTRUC-'ION ENTRANCE WITH WASH
RACK WILL BE REQUIRED. IN THAT EVENT, A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUW V BALLCOCK SHUTOFF
VALVE SUPPLYING A WASH HOSE WITH A DIAMITER OF 15' FOR ADIQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY
FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING
STORM DRAINS, DITCHES OR WATER COURSES.
ORIGINAL VARIABLE
GROUND
ELEV.
67 CU. YDJACRE
1.01
VARIABLE
TEMPORARY DIVERSION DIKE
COMPACTED SOIL
18" MIN,
FLOW
4.5° MIN.
I PLATE 3.09-1
J
A--
R01Am.-I
JIG
H H0
w
1.5 0.5
2.0 1.0
2.0
2.0
2.5 1.5
2.5
3.0 2.0
3.5 2.5
2.5
3.0
4.0 3.0
3.0
4.5 3.5
5.0 4.0
4.0
4.5
Legend
ORIGINAL
GROUND
ELEV,
PLATE- 3.13-1
GRAVEL AND VARE MESH DROP I_NLET
67 CU. YDJACRE ,V MAX, OF POSTS.
FILTER CLOTH ORIGINAL
GROUND
ELEV.
COARSE AGGREGATE
*SEE PLATE 3.13-1 CLASS I RIPRAP s� 181, MIN. GRAVEL 7MIN. DEPTH)
N-,i*r' �' ", -1 m =21 I'll r1fifflry
CLASS I RIPRAP
LENGTH (IN FEET)
6 X DRAINAGE AREA
(IN AC.)
41
DIVERSION
DIKE
1
A
COARSE AGGREGATE
EXCAVATED FILTER CLOTH
AREA
OUTLET (PERSPECTIVE VIE"
COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 PLATE. 3.13-2
FLOW
w -
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
PLATE. 3.05-1
w_*mworp A* 2
NWPAMW FOR r !IF
W-0011, I*
WK
■
THIS METHOD OF INLET PROTECTION IS APPLICABLE
WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED
BUT NOT WHERE PONDING AROUND THE STRUCTURE
MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE
TO ADJACENT STRUCTURES AND UNPROTECTED AREAS.
GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE
AGGREGATE.
PLATE. 3.07-2
SCALE- NTS
CONTOUR 1 2)
DATE. 6/7/04r
DRAWN BY: PRQ/'ERF
REVISIONS:
1. 8-12-04 AGENCY CONDAE NTS
OF 9
T, -To) r-Ml5i"t'll, ffl�"
PVC PIPE TO
DAYLIGWT
0.01.
EC -3 OVERFLCNT
PROTECTION
REPLACE STONE WEIR
'a
10 1, ..
PVC PIPE
SCHEDULE40
OR APPROVED
EQUIVALENT
(ryp)
STORM
11,10T E 9�-&UFI
REPLACE STONE WEIR
WITH EC -3 GRASS LINED
WEIR SIDE SLOPE REGRADED
TOP OF BERM TO 4:1 (MAX) ---\
FVC PIPE @ 1% MIN,
SLOPE
0
LOAM OR GRANULAR
EARTHFILL
Fp
PIPE @ 1% MIN, SLOP
CROSS-SECTION]
"w\j1Aw'mg*' "Im"s I mos""aff1tv IMF
I I � I PUlt,
2"SM-9.5A SURFACE COURSE
PRIME COAT
6"21A AGGREGATE BASE
(OR MATCH EXISTING PAVEMENT, EXTEND I': 1' SLOPE —
1/4": T WHICHEVER IS GREATER) TO DAYLIGHT (CUT ONLY)
VARIES f12° MAY I
; 11�� i I ��il 11!
)9,11§7111 51111
alk
2" Sill SURFACE
[PRI AI IME COAT
6"VDOT #21A BASE
COMPACTED SUBGRADE
1w: V
/[114
91 1 4' -
FILL
m,
mv;j
WON
* OR AS SHOWN ON ROAD TYPICAL SECTIONS AND PLANS
DITCH WITH EC -2 OR EC=3 LINING
SECTION
CIVILENGINEERS
LANDSCAPE ARCHITECTS
LAND S URRV HY 0 R S
200 6th STREET, NE
CHARLOTTESVIL1,E, VIRGINIA 22902
PH. 434-295-6496 FAX 434-296-6497
SCALE- NTS
CONTOUR R -IT.
DATE: 6/7/04,
DRAWN BY� PRQ/ERF
REVISIONS. -
A. 8-12-04 AGENCY COMMENTS
2.10-11-04AGEINCYCOMK,-,,P,-NTS
1�
OF 9
z
LUCK BIO -FILTER MIX
CV
OR TESTED APPROVED
V-0" (MIIN)
--- -
--- AND EQUIVALENT
UNDERDRAIN GRAVEL
ORIGINAL SILT
7
(AASHT0 M43,
TRAP SIDESLOPE
1/2"A') WRAPPED
IN FILTER FABRJC
PROVIDE PIPES
_.7
ACROSS ENTIRE WIDTH
REMOVE SILT AND
AT 20 FT. O.C..
SEDIMENT AFTER FINAL
STABILIZATION. REPLACE
PROFILE
WITH LOAM OR GRANULAR
EARTH FILL.
FVC PIPE @ 1% MIN,
SLOPE
0
LOAM OR GRANULAR
EARTHFILL
Fp
PIPE @ 1% MIN, SLOP
CROSS-SECTION]
"w\j1Aw'mg*' "Im"s I mos""aff1tv IMF
I I � I PUlt,
2"SM-9.5A SURFACE COURSE
PRIME COAT
6"21A AGGREGATE BASE
(OR MATCH EXISTING PAVEMENT, EXTEND I': 1' SLOPE —
1/4": T WHICHEVER IS GREATER) TO DAYLIGHT (CUT ONLY)
VARIES f12° MAY I
; 11�� i I ��il 11!
)9,11§7111 51111
alk
2" Sill SURFACE
[PRI AI IME COAT
6"VDOT #21A BASE
COMPACTED SUBGRADE
1w: V
/[114
91 1 4' -
FILL
m,
mv;j
WON
* OR AS SHOWN ON ROAD TYPICAL SECTIONS AND PLANS
DITCH WITH EC -2 OR EC=3 LINING
SECTION
CIVILENGINEERS
LANDSCAPE ARCHITECTS
LAND S URRV HY 0 R S
200 6th STREET, NE
CHARLOTTESVIL1,E, VIRGINIA 22902
PH. 434-295-6496 FAX 434-296-6497
SCALE- NTS
CONTOUR R -IT.
DATE: 6/7/04,
DRAWN BY� PRQ/ERF
REVISIONS. -
A. 8-12-04 AGENCY COMMENTS
2.10-11-04AGEINCYCOMK,-,,P,-NTS
1�
OF 9
SEDIMENT
I
PLANT SCHEDULE TRAP #1
KEY
BOTANICAL
SIZE
T
REMARKS
CALIPER HEIGHTSPREADT
TREES
aQuercus
phellos
Willow Oak
3
2-2.5"
---
---
Cont.
SHRUBS
Cornus stolonifera
Redosier Dogwood
5
---
18-24"
---
Cont.
ilex glabra
Inkberry
11
---
18-24"
---
Cont.
Viburnum dentatum
Arrow -wood
6
---
18-24"
---
Cont.
GENERAL MOTES:
1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE
CONSULT LANDSCAPE ARCHITECT.
2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.
3. IMMEDIATELY SOAK WITH WATER.
4. DO NOT BREAK ROOTBALL.
5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE
CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY.
6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION.
7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS.
CULTIVATE SOIL IN -
PLANTING NOTES: LANDSCAPE AREA TO
A MININUM DEPTH OF
1. EXCAVATE ROOTBALL PIT. 12", TYP.
2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE.
3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 1211 2-3"-
4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH.
5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS.
TREE NOTES:
1. SET TREE PLUMB PRIOR TO STAKING. ��' i i1 I-II \ I t . ' ti' �•
2. GRADES NOT TO EXCEED 3:1 SLOPES.�� I
3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN
BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE II-
LANDSCAPE ARCHITECT. RETURN EXCAVATED SOILII-1!
4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR AS NEEDED AND COMPACT I I I - -
SPECIFICATIONS. LIGHTLY TO BRING PIT
BACK TO FINISHED GRADE.
ROOTBALL PIT DETAIL 1
SECTION, PLANMM
SEDIMENT TRAP #1 - B10FILTER PLANTING PLAN
1®2
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING,
2. GRADES NOT TO EXCEED 3:1 SLOPES.
- MULCH LAYER 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED
(AS SPECIFIED) UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
FINISHED GRADE 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL
CHARACTERISTICS ARE NOT AGREEABLE: TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF
PLANTING SOIL MIX PLANT SURVIVABILITY OR WARRANTY.
(AS SPECIFIED) 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED
EDGE OF LANDSCAPE DURING PLANT INSTALLATION.
AREA, PAVEMENT EDGE OR 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT.
BACK OF CURB — 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL).
(l We.
• ...I �I ISI 1��1
— ns e®® cnnr�r
PREVENT TREE FROMz CULTIVATED AND MULCHED PLANTINGROOTBALLr2___� 2
SE17LING IN FUTURE
PITS
MULCH
FINISHED GRADE -,
JNDISTIRBED S413GRADE
CULTIVATE ..
A MIN. DEPTH OF 12"; BREAK TRHOUGH
HARDPAN AND REMOVE TO
PROVIDE
•r OD
GOOD DRAINAGE
SHRUB PLANTIN'3 k3
■
® O.C.
SPACING
i
161100101"1
WIDTH
i
10141011 MQUO 121*10, 1 WE*,
SECTION, PLAN
4�1�t+�E[fiil �iRi's }(im
CIVILNGINEEIRS
LANDSCAPE ARCHITECTS
LAND SU RVEYORS
200 61h STREET, NE
CY T'T'ESVILLE, ` IF.Gy-N A 22902
PH. 434-295-6496 FAX 434-296-64-97
4-9'7
I
SCALE- NTS �
CONTOUR INT,
DATE. 6/7/04
- PRQ/ERF
1. 8-146004 AGENT C 1 COSY+1.l'u'JL.t,NTS
Off'
BOTANICALKEY
SIZE
T
REMARKS
CALIPER HEIGHT SP
TREES
Quercus palustris
Pin Oak
3
2-2.5"
---
---
Cont.
SHRUBS
Viburnum lentago
Nannyberry
4
---
18-24"
---
Cont.
Ilex verticillate
Winterberry
6
---
18-24"
---
Cont,
Clethra alnifolia
Sweet Pepperbush
5
---
18-24"
---
Cont.
GENERAL MOTES:
1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE
CONSULT LANDSCAPE ARCHITECT.
2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.
3. IMMEDIATELY SOAK WITH WATER.
4. DO NOT BREAK ROOTBALL.
5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE
CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY.
6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION.
7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS.
CULTIVATE SOIL IN -
PLANTING NOTES: LANDSCAPE AREA TO
A MININUM DEPTH OF
1. EXCAVATE ROOTBALL PIT. 12", TYP.
2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE.
3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 1211 2-3"-
4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH.
5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS.
TREE NOTES:
1. SET TREE PLUMB PRIOR TO STAKING. ��' i i1 I-II \ I t . ' ti' �•
2. GRADES NOT TO EXCEED 3:1 SLOPES.�� I
3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN
BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE II-
LANDSCAPE ARCHITECT. RETURN EXCAVATED SOILII-1!
4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR AS NEEDED AND COMPACT I I I - -
SPECIFICATIONS. LIGHTLY TO BRING PIT
BACK TO FINISHED GRADE.
ROOTBALL PIT DETAIL 1
SECTION, PLANMM
SEDIMENT TRAP #1 - B10FILTER PLANTING PLAN
1®2
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING,
2. GRADES NOT TO EXCEED 3:1 SLOPES.
- MULCH LAYER 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED
(AS SPECIFIED) UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
FINISHED GRADE 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL
CHARACTERISTICS ARE NOT AGREEABLE: TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF
PLANTING SOIL MIX PLANT SURVIVABILITY OR WARRANTY.
(AS SPECIFIED) 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED
EDGE OF LANDSCAPE DURING PLANT INSTALLATION.
AREA, PAVEMENT EDGE OR 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT.
BACK OF CURB — 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL).
(l We.
• ...I �I ISI 1��1
— ns e®® cnnr�r
PREVENT TREE FROMz CULTIVATED AND MULCHED PLANTINGROOTBALLr2___� 2
SE17LING IN FUTURE
PITS
MULCH
FINISHED GRADE -,
JNDISTIRBED S413GRADE
CULTIVATE ..
A MIN. DEPTH OF 12"; BREAK TRHOUGH
HARDPAN AND REMOVE TO
PROVIDE
•r OD
GOOD DRAINAGE
SHRUB PLANTIN'3 k3
■
® O.C.
SPACING
i
161100101"1
WIDTH
i
10141011 MQUO 121*10, 1 WE*,
SECTION, PLAN
4�1�t+�E[fiil �iRi's }(im
CIVILNGINEEIRS
LANDSCAPE ARCHITECTS
LAND SU RVEYORS
200 61h STREET, NE
CY T'T'ESVILLE, ` IF.Gy-N A 22902
PH. 434-295-6496 FAX 434-296-64-97
4-9'7
I
SCALE- NTS �
CONTOUR INT,
DATE. 6/7/04
- PRQ/ERF
1. 8-146004 AGENT C 1 COSY+1.l'u'JL.t,NTS
Off'