HomeMy WebLinkAboutARB201400124 Plan - Other 2014-10-20NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3•
(IF DEPTH) OR INCREASED AS MUCH AS 3" (21• DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISETHEDEPTH ISTO BE I8'AS SHOWN. NOADJUSTMENT
IN THE PRICE BID IS TO BE MADE FORA DECREASE OR AN
INCREASE IN DEPTH.
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESSON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CGS IS REQUIRED.
q -� 6" CURB (VDOT STD. CG -2)
SECTION
R
5'
SEE SURFACE
NOTE4
-•.'d l�l�l�l�l�
P -003
N.T.S.
SECTION
IIIIII= ,Ji'00'OOi
11111= 11= 10111 = IIIIII °IIIIII =111P
IIs11_II = 117111= 111111= 111111= 111111=
IIIIII_ I)= N�III= IITIIMIITIM1111
STONE BASE
6" FLUSH CONCRETE CURB
SECTION
WR -11
CURB
LARGEFLOW STONE PROTECTION TO
ByppSS PAVEMENT gIOFILTER OYPJ SEE
/ OTHER NLETO ONS PAVEME TMUST
SLOPE BID THAT
RUNOFF ENTERS
OFF
CJ
PERFORATED AP ROVED PRO VIDE CLEAN-0U�
PVC PIPE OR APPROVED AT 50' INTERVALS AND
EQUIVALENT PLACED AT END OF PERFORATED
20' O.C. ®1 %SLOPE (MIN) PIPES
TO DI OR STORM DRAIN PLAN
STONE PROTECTION
R INLETS 4- BELOW
PAVEMENT TO PREVENT
CLOGGING
PAVEMENT —
SOD TURF
SEE NOTE 1
LUCK BIO- FILTER
'
MIX R TESTED AND
\
APPROVED EQUIVALENT
\ \
4' DEEP PEAGRAVEL
- -^
FILTER LAYER
(MIN
SEE DRAWING 5
FOR VEGETATIVE
COVER OPTIONS.
UNDERDRAINGRAVEL - -' \ / PNS-P
(AASHTO M43, 1/2"-1 ") 6' PERF RATED SLOP
SCHEDULE 40 PVC PIPE
OR EQUIVALENT @ 1%
CROSS SECTION SLOPE(MIN)TO
DI OR STORM
DRAIN
PROVIDE ACROSS ENTIRE
WIDTH 0 20 ft O.C.
NOTES:
1. THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM EDGE OF PAVEMENT TO THE BOTTOM
OF THE BIORETENTON AREA MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BASIS.
2. PROVIDE V-W PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE AS AN ALTERNATIVE TO THE
TRASH RACK, AN OVERFLOW STRUCTURE MAY BE A DROP INLET WITH A BAR GRATE, OR STONE WEIR
DISCHARGE TO STABLE CHANNEL OR STORM DRAIN.
3. THE DISTANCE BETWEEN CLEAN -OUTS WILL NOT EXCEED 50 FEET.
P-0118
N.T.S.
P -058
N.T.S.
,/'D-'� B10FILTER
3 SECTION. PLAN) D-1X16
N.T.S.
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Oi i I SCREENING RE LOCATE _
(MANAG ), TYP.439.89 _ — — & — — — — POWER -I'M \
— — — z I i� AVON STREET EK: 43712 a�a:
e / ST. RT. 742 - 45 MPH
W W (VARIABLE WIDTH)
/ x39.20 W (VA w -.�_ W W yyyy
x39.20 / 438,83 % L w w
a3�m3 / ec
�-
TOP
BOTTOM OF STRUCTURE 435.28 +/-
INV. OUT 435.22
INVERTS NOT FULLYACCESSIBLE
STRUCTURE FULL OF TRASH
TC
435,24
/+ i B7
PROPOSED
1,600 SF BUILDING
FOR EQUIPMENT
STORAGE/MAINTENANCE
FFE 421.51
14M
k
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8'R 22 g
i O o O
EP 5.18 FPQ34{'q r -..s. `,,,�-^- '.`�'` �`'3Y•dZ r(J.
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METER EP 43
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o 43544 FOR DOMESTIC PER VDOT STDS.
mSERVICE (BY ACSAAAAA) 49 a•?3.7
432x7
/
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TOP 434.52 433.92
432.48
CONVERT STRIPED
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LANE
OdM -
\
1419. -�
( TMP 77 -8A
„ 1 GARY D. AND ELIZABETH M.
„ I 42104 EDGECOMB
ZONING: HC
g D.B. 1560 P. 585 PLAT
D.B. 1376 P. 282 PLAT
D.B. 1147 P. 346
ti D.B. 1147 P. 344 PLAT
W -- W , 430.34 /
/
SDMH
TOP 431.78
422.01/ 17.38'
.35' R SHADED AREA
REPRESENTS AREA OF
'-� CRITICAL SLOPES
(MANAGED), TYP.
\ \ 429.96
0
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427 Cranberry Lane Crozet, VA 22932
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TOP 431.78
422.01/ 17.38'
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REPRESENTS AREA OF
'-� CRITICAL SLOPES
(MANAGED), TYP.
\ \ 429.96
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Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434531 -5544
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NOTES
1. SET TREE PLUMB PRIOR TO STAKING.
2. GRADES NOT TO EXCEED 3:1 SLOPES.
3. ALL PRUNING IS RESTRICTED TO THE
REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF
THE LANDSCAPE ARCHITECT.
4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND /OR SPECIFICATIONS.
STAKES ON "HIGH" \
SIDE OF TREE ONLY.
MIN: D
W
o gIII(( III (�j J
LL
O
UG_ I V
22 1/2
DIRECTION
F F LOPE
z
p PLAN
0.
0
SEE DETAIL FOR
SUITABLE TREE 1
OPTIONS
20
LAYER
TRENCH EDGE AROUND
ENTIRE AREA TO BE
FINISHED GRADE
REFER TO TREE
ROOTBALL PIT DETAIL
SECTION
SIDE OF PLANTING AREA
TREE PLANTING ON SLOPES
u)
SECTION, PLAN
L-003
N.T.S.
TRENCH EDGE (TYP) 1 "X4 "GALV. LANDSCAPE STAKE W 12 "X4"
X 30" ZINC COATED FENCE (2 1/2' ABOVE);
TENSION FENCE BETWEEN POST PRIOR
2' MAX.
ROW SPACING TO ATTACHING TO POST W/ MIN.
�7 (3) GALV. FLEX'C' RINGS PER POST.
1'
I LOCATE AT TOP OF SLOPE.
PLANTING SOIL
(AS SPECIFIED)
ADD EXCAVATED SOIL TO BRING TOPS
OF ROOTBALL TO FINISHED GRADE. 4" MIN.f
TAMP LIGHTLY PRIOR TO SETTING
SHRUB TO PREVENT SETTLING. /
SET TOP OF ROOTBALL—
—/
WITH FINISHED GRADE.
SHRUB PLANTING ON SLOPE
DETAIL
— USE EXCAVATED SOIL TO
FORM ROOTBALL PIT ON
DOWNHILL SIDE.
—SHRUB PLANTING ON SLOPE
(SET PLANTS PLUMB)
.— MULCH LAYER (AS SPECIFIED)
24"
TRENCH
EDGE
(TYP)
L 1
N.T.&
ST. �RT.742
W ( VARIW W w W /L W W
SDMH
TOP 438.34 +/-
BOTTOM OF STRUCTURE 435.28 +/-
INV. OUT 435.22
INVERTS NOT FULLYACCESSBLE
STRUCTURE FULL OF TRASH
TOP 434.52
.— —AIr_w LINE (5W1 -- — —
\STREET TREES 3.5" CAL. - 35' OC, TYP
ORNAMENTAL TREES -�1.5 "CAL, TYP
4 6, ,7 -_
/
/
/ �'AG2:AWATERLliYrE -- W w
ALL PLANTINGS SHAL RESIDE
OUTSIDE OF R/W AND ALL NOT
OBSFRUET -SIG TANCRFRON
VEHICULAR POINT OFINT OF E
I / 17.38'
W = W `\
SDMH
TOP 431.78
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427 Cranberry Lane Crozet, VA 22932
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REVISIONS:
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REVISIONS:
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Associates
Architects
P.O. Box 78
Charlottesville, VA 22902
(434) 977-2791
(434) 977-0593 (FAX)
j-
NO
DESCRIPTION
DATE
REVISIONS
AC)
SCALE
1/4- It
DATE %0 e, It 4�
IDWN BY ¢ f,) p-,
CHECKED BY
PROJECT NO
DRAWING NO
OF
01 W/h 4-