HomeMy WebLinkAboutAgenda 06_362 Meadowland Dr_Randall St xsectPRE-EX.
GRADE
EX. GRADE
PROPOSED DRIVE
ȫ MEADOWLAND DR.
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
354
358
362
366
370
374
378
382
386
354
358
362
366
370
374
378
382
386
356.37359.39361.44363.57364.93365.33365.76366.30368.46369.11-2.00%
3.00%8.00%PVC STA.1+15.00PVC ELEV.358.93PVI STA.1+30.00PVI ELEV.359.38PVT STA.1+45.00PVT ELEV.360.5830.00VC
84.62SD
2.00%PVC STA.1+80.75PVC ELEV.363.44PVI STA.2+70.00PVI ELEV.370.58PVT STA.3+59.25PVT ELEV.372.37178.50VC
200.01SD
ȫ
PROFILE - PROPOSED DRIVE
HORIZONTAL SCALE:1"=40'
VERTICAL SCALE:1"=4'
EX. 18" HDPE
TO BE REMOVED
ROAD BA
S
E
UPSTREAM END OF
PROPOSED 30" HDPE
STORM DRAIN
350 350
PROPOSED 8" D.I. CL. 52 WATER MAIN
PROPOSED POWER, ELECTRIC
& CABLE DUCT BANK
EX. 10" D.I. WATER MAIN
PROPOSED 4" UNDER DRAIN
LIMITS WHERE ROAD SUBGRADE TO BE
COMPACTED WITH 30 TON VIBRATORY ROLLE
PRIOR TO PLACEMENT OF ROAD SUBGRADE
8" PVC SDR 35 SEWER
,19
4"x4' WIDE RIGID
INSULATION OVER WATER
MAIN AT STORM PIPE
(PARALLEL )INSTALLATION
INV. 368.2
INV. 369.0
24" HDPE
18" MIN. SEPARATION
NEW TAPPING SLEEVE, VALVE & VALVE BOX
SWALE AT END OF
STORM DRAIN
INSTALL 4"x4' WIDE RIGID INSULATION 4'
BEYOND EDGE OF DRAINAGE SWALE
ALONG WATER MAIN PROPOSED HYDRANTSTA. 4+34STA. 4+27 - 8"x8"x8"
TEE FOR SERVICE
TO LOT 1-E
STA. 3+81 - 8"x8"x8"
TEE FOR SERVICE
TO LOT 1-C
CAP AT END OF
WATER MAIN
8" GATE VALVE
STA. 4+33
DSM
DSM
SAL/GAC
AS SHOWN
14183
C2.0
LOCATION MAP
1" = 2000'
A
C
E
SOUTH
BURLINGTON
REALTY CORP.
MEADOWLAND
BUSINESS PARK
LOT 1 DEVELOPMENT
ROAD PROFILE
& SECTIONS
WILLISTON,
VERMONT
VT. RTE. 116
MEADOWLAND DRIVE
SOUTH BURLINGTON
VERMONT
PROJECT
LOCATION
TYPICAL ROAD CROSS SECTION
NTS
2%. SLOPE
13'-0"
4
1
1'
4" TOPSOIL
(typ.)
1
4
4'4'2.5'
4%
2%. SLOPE
13'-0"
4
1 12"1'
1
4
6'4'1'
4%
6'5'
4%2%
4.5'
CATCH BASIN AT HIGH SIDE OF
DRIVEWAY CROSSINGS
SEE TYPICAL
UNDERDRAIN
SECTION
29'
1'
37'
R.O.W
GRAVEL SHOULDER
(TYP.) (AGGREGATE
PARALLEL PARKING
SIDE)
1.5'' TYPE lll BIT CONC. WEARING
COURSE
2.25'' TYPE ll BIT CONC. BASE COURSE
6'' OF 11
2'' PLANT MIX
18'' OF 3'' PLANT MIX
FILTER FABRIC
ON COMPACTED
SUBGRADE
5' CONC.
SIDEWALK
FOOTING DRAIN
4" PERF HDPE
OR PVC12"DEC. 12, 2014
N.T.S.
TYPICAL UNDERDRAIN SECTION
18" MIN
(OUTSIDE ROAD SECTION)
4"
PERFORATED
PVC PIPE
DRAINAGE
GEOTEXTILE
3 4" WASHED
DRAINAGE STONE
VAOT 704.16 OR
APPROVED EQUAL40" BELOW ȭ OF ROAD18" MIN2"16" BELOWȭ OF ROAD12"BELOWSHOULDER4" TOPSOIL4" TOPSO
IL6" MIN. TOPSOIL12/12/14 DSM CITY SUBMITTAL
NORTH AMERICAN GREEN C250
HIGH STRESS EROSION
CONTROL MATTING
116
89
1
2
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