HomeMy WebLinkAboutSD-20-02 - Supplemental - 0010 Mansfield View Lane (19)AS SHOWN C4.0
SITE DETAILS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
N.T.S.
CURB w/SIDEWALK DETAIL
REVISED 10/07/2015S-001
(SIMILAR WITH OUT SIDEWALK)S-001 CurbCRUSHED GRAVEL (FINE)
DENSE GRADED
SUB-BASE MATERIAL
NOTES:
1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH
18" JOINT BETWEEN SECTIONS.
2.CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED
EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL
CONFORMING TO AASHTO DESIGNATION M-153 (12"
SPONGE RUBBER OR CORK).
3.ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK
AND CONCRETE CURB TOP.
6"5"6"6"9"7"18"CONCRETE OR BRICK
PAVERS12" R.
TOP COURSE BITUMINOUS
CONCRETE PAVEMENT
BASE COURSE BITUMINOUS
CONCRETE PAVEMENT
PROVIDE 12" MIN. SUBBASE
MATERIAL BEHIND CURB
AND TO WITHIN 6" OF
FINISHED GRADE FOR
GRASSED SURFACES
LIMITS OF SUBBASE
FOR CURB W/OUT
SIDEWALK
CONCRETE CURB
NOTES:
1.EXPANSION JOINTS SHALL NOT BE PLACED
2.THE SIDEWALK SHALL BE DIVIDED AT INTERVALS
OF FIVE FEET BY DUMMY JOINTS.
3.NO DEICER SHALL BE APPLIED TO SIDEWALK
UNTIL AT LEAST 30 DAYS OF AIR DRYING TIME
HAS OCCURRED.
4.INSTALL CLEAR SILANE WATER REPELLENT
PENETRATING SEALER ON ALL EXPOSED
SURFACES.
5.INSTALL POLYURETHANE ELASTOMERIC
SEALANT AT ALL JOINTS.
N.T.S.
CONCRETE SIDEWALK DETAIL
S-002S-002 Conc Walk6"6"
SIDEWALK WIDTH AS SHOWN ON PLANS
8" COMPACTED CRUSHED
GRAVEL (704.05 FINE)
5" THICK CONCRETE SIDEWALK
(8" THICK AT DRIVEWAY CROSSINGS)
UNDISTURBED SOIL OR
APPROVED COMPACTED
GRANULAR FILL
REVISED 9/17/2015
4" MINIMUM TOPSOIL, SEED AND MULCH
ALL SIDESLOPE
- USE EROSION MATTING (WHEN
REQUIRED) TO ESTABLISH VEGETATION
N.T.S.
TYPICAL PAVEMENT SECTION
S-003S-003 Pave Sec-Shoulder6" CRUSHED GRAVEL - FINE
AOT SPECIFICATION 704.05
2" TYPE II
BASE COURSE
SEPARATION/STABILIZATION
GEOTEXTILE
COMPACTED SUBGRADE
(FULL DEPTH CONSTRUCTION SECTION)
EMULSIFIED
ASPHALT
BITUMINOUS
CONCRETE
PAVEMENT
112" TYPE IV
FINISH COURSE
12" DENSE GRADED CRUSHED STONE
AOT SPECIFICATION 704.06
12" MINIMUM
CRUSHED GRAVEL
SHOULDER
REVISED 11/10/2014
3 1
OR AS
SHOWN
ON PLANS
4" MINIMUM TOPSOIL, SEED AND
MULCH ALL SIDESLOPE
- USE EROSION MATTING (WHEN
REQUIRED) TO ESTABLISH
VEGETATION, PARTICULARLY ON
LOW SIDE OF ROADWAY
N.T.S.
LINE STRIPING DETAIL
S-015S-015 Parking Space Striping5'8'
18'4" WHITE
PAINTED
MARKINGS
9'
18'
CURBING AND/OR
EDGE OF PAVEMENT
ACCESSIBLE
PARKING SIGN
ACCESSIBLE PARKING SPACESTANDARD PARKING SPACE
2' ON CENTER
TRAFFIC MARKING PAINT TO BE READY-MIXED TRAFFIC PAINT SUITABLE
FOR MARKING ON EITHER BITUMINOUS OR PORTLAND CEMENT
CONCRETE PAVEMENT. READY-MIXED LOW VOC TRAFFIC PAINT SHALL
CONSIST OF 100% ACRYLIC TYPE, FAST DRYING TRAFFIC PAINT.
REVISED 12/09/2014
CENTER POINT
FOR MARKING
N.T.S.
ACCESSIBLE PARKING MARKING DETAIL
REVISED 4/07/2015S-015a
3'-0"S-015a HC Pave Marking3'-6"
PAVEMENT MARKINGS TO MEET STATE STANDARDS E-191NOTE:
2" HIGH LETTERS
(TYP.)
N.T.S.
ACCESSIBLE PARKING SIGN DETAIL
REVISED 8/22/2016S-015b
12"S-015b HC SignPARKING
RESERVED
SIGN SHALL BE POSTED AT THE HEAD OF EACH HANDICAPPED SPACE.
MOUNTING HEIGHT IS 60" MINIMUM TO BOTTOM OF SIGN.18"COLOR:LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
MATERIAL:AS PER VAOT STANDARD E-143M
POST:2" (14 ga.) SQUARE STEEL SIGN POST
INSTALL IN ACCORDANCE w/VAOT
STANDARD E-164
6"6"ACCESSIBLE
VANIF APPLICABLE
DUMPSTER ENCLOSURE
N.T.S.
12/20/2019
N.T.S.
GRASS LINED DITCH
REVISED 10/07/2015ST-014ST-014 Grass Ditch1
3
1
3
EXISTING
GRADE
TOPSOIL
EROSION CONTROL
MATTING IN DITCHES w/
PROFILE GRADES
EXCEEDING 5%. STAPLE AS
PER MANUF. SPECS.
12"
MIN.
2' MIN.
WIDTH
DSM
DSM
MAB
06248
LOCATION MAP
1" = 2000'
CEA PROPERTIES,
LLC
10 MANSFIELD VIEW LANE
SOUTH BURLINGTON
VERMONT 05403
CEA CAMPUS
PLANNED UNIT
DEVELOPMENT
LOT 1A
MEADOWLAND BUSINESS PARK
SOUTH BURLINGTON, VT
M
E
A
D
O
W
L
A
N
D
D
R
.KNOLLMILL POND LN.
FOX RUN LANE
OAK CREEK DR.BUTLER DRIVEDUBOIS DRIVE CIRCLE
HINESBURG ROADCOMMUNI
T
Y
D
R
.
PROJECT
LOCATION
89
116
8'
FOR VAN
ACCESSIBLE
SPACES
10'-0" PATH WIDTH12"
SHOULDER
12"
SHOULDER
3
1
S=1/4"PER FT (TYP)
4" TOPSOIL
(TYP)
4" FINE CRUSHED GRAVEL
BASE (VTRANS 704.05 FINE)
UNDISTURBED SOIL OR APPROVED
COMPACTED GRANULAR FILL
2" TYPE IV BIT. CONC.
PAVEMENT WEARING COURSE
8"-16" GRAVEL SUB-BASE (VTRANS 704.05 COURSE)
SAND BORROW MAY BE SUBSTITUTED BELOW THE 8"
MIN. GRAVEL SUB-BASE
GEOTEXTILE
FABRIC
N.T.S.
RECREATION PATH TYPICAL SECTION
8" MIN.
3
1
EXISTING GRADE
HINESBURG ROAD
VARIES
01/29/20 DSM ACT 250 SUBMITTAL
N.T.S.
RAIN GARDEN
REVISED 2/03/2017ST-031ST-031 RAIN GARDENWIDTH (5' MIN.)
3:1 SIDE SLOPE MAX. TYP.NATIVE PLANTS PER LANDSCAPE
ARCHOTECT/DESIGNER
BERM AS NEEDED
COMPACT
STRUCTURAL FILL
EXISTING GRADE
2-3" MULCH
UNDISTURED NATIVE
SUBGRADE
6"-12" TYP.
PONDING
DEPTH
Infiltration Rain Garden Notes
Design Notes:
1.Plant with plants per landscape architect drawings. Native plants are preferred, because non-native
and invasive species can reproduce downstream to damage habitat and change hydrology. If
non-natives are chosen, be sure that they will not damage downstream waterways.
Construction Notes:
2.Build and vegetate rain garden as early as possible to establish plantings before directing
stormwater runoff to it or divert stormwater around facility. Preferably, this period would last a
minimum of 3 months or per landscape architect/designer guidelines.
3.Infiltration areas (the area of the rain garden as defined by the top elevation of the facility) shall be
fenced off from the first day of earth moving until project completion to prevent compaction of the
subgrade, dirt tracking onto any layer of the facility, and stockpiling of construction materials that
may clog the surface.
4.During excavation of native soils to the bottom of the facility, rainfall may cause fines to clog the
surface of the facility. If this occurs during construction, hand rake the surface to a depth of 3” to
restore infiltration capacity.
5.Call the Civil Engineer, (David Marshall) at (802-864-2323 x 310) 24 hours in advance of
constructing this facility so construction observation may be performed to identify variations in the
field that may affect design and verify proper construction.
pH RANGE 5.2 TO 7.0
TABLE 1. PLANTING
SOIL REQUIREMENTS
12" PLANTING SOIL TO BE
APPROVED BY ENGINEER PRIOR
TO PLACEMENT (SEE TABLE 1)
SAND
SILT
CLAY
ORGANIC MATTER
85-88%
8-12%
0-2%
3-5%
05/19/20 DSM RAIN GARDEN DETAIL
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