HomeMy WebLinkAboutAgenda 07_SD-21-03_1840 Spear St_South Village_Lot 48N_PP FP#SD‐21‐03
Staff Comments
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CITY OF SOUTH BURLINGTON
DEVELOPMENT REVIEW BOARD
SD‐21‐03_1840 Spear St_South Village_Lot 48N_PP
FP_2021‐01‐05.docx
DEPARTMENT OF PLANNING & ZONING
Report preparation date: December 30, 2020
Plans received: December 4, 2020
1840 Spear Street
Preliminary & Final Plat Application #SD‐21‐03
Meeting Date: January 5, 2021
Owner/Applicant
South Village Communities, LLC
PO Box 2286
South Burlington, VT 05403
Engineer
CEA
10 Mansfield View Lane
South Burlington, VT 05403
Property Information
Tax Parcel 1640‐1840
SEQ‐NR Zoning District
1.919 acres
Location Map
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PROJECT DESCRIPTION
Preliminary & Final plat application #SD‐21‐03 of South Village Communities, LLC subdivide an existing
1.92 acre lot (48N) into five lots ranging from 0.14 acres to 0.67 acres, and to append 0.18 acres to an
existing 12.68 acre agricultural lot for the purpose of developing a two‐family home on each of lots 92 to
95, establishing the fifth lot as permanent open space, and expanding the existing agricultural lot, 1840
Spear Street.
PERMIT HISTORY
The Board reviewed the sketch plan application for this project on September 1, 2020. The Project
received its most recent master plan amendment in 2014 (#MP‐14‐01).
The Board, in #MS‐19‐30, approved an overall affordability plan for South Village. A finding of #MS‐19‐
30 relevant to this application is:
The Board approves Lot 48N for up to 9 units, subject to site plan review. The applicant must
include at least 3 and no more than 4 units of affordable housing in triplex, duplex or single
family homes, and those affordable units must be built at a ratio of one affordable to one market
rate until all affordable units on Lot 48N are constructed.
Master plan #MP‐05‐02 is the most recently approved comprehensive master plan; there have been
minor amendments since that time. Phase 2 of the project, of which Lot 48N is a part, was originally
approved with #SD‐14‐33, though there have been several minor amendments since that time. The
originally approved conceptual configuration for Lot 48N included two twelve‐family homes with a
shared access via North Jefferson Road. It appears #SD‐15‐32 approved the current configuration of Lot
48N and disconnected it from North Jefferson Road by an intervening open space lot. At that time, five
single family homes were contemplated to be accessed via a dead end street on Lot 48N, though no
detailed design was provided and no approval was sought. Specifically, the findings for #SD‐15‐32 note
that “The only street stub proposed as part of this application is at the north end of North Jefferson
Road.” The conceptual lot layout of Lot 48N included a street stub, and by the street stub’s omission
from both the majority of plans and from the findings, it can be concluded the street stub was not
approved.
#SD‐15‐32 includes the following condition pertaining to the open space lot east of Lot 48N.
This application will also establish an "Open Space" lot bounded on the north and east by units 26N‐37N,
on the west by the proposed recreation path, and on the south by units #36N & 37N. As detailed in Plan
Sheet 8, the applicant will install 16 ft. segments of Cedar Split Rail fencing approximately 1 ft. inside the
property line of the open space lot along its easterly boundary. This measure along with the construction
of the recreation path will serve to delineate the general boundaries of the Open Space lot
CONTEXT
Lot 48N is bounded on the east by approved open space and on the west by agricultural lands. The
eastern side of the property is also approved and required to contain a recreation path connecting
North Jefferson Road with Preserve Road on the western side of the open space.
LDR 9.08 includes specific design standards for development in the SEQ‐NR, including the requirement
for homes to be oriented to the street, a limitation of 200‐feet for dead end streets, and street stubs to
be extended to the property line. The configuration of this lot does not facilitate compliance with these
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criteria, therefore much of the discussion contained herein focuses on 9.08.
The applicant is concurrently seeking master plan approval for increasing the maximum allowable
coverage from 13.9% to 20%, removing the educational facility, adding mixed use, removing the
requirement to construct additional dedicated southbound turn lanes on Spear Street, and reducing the
total unit count from 334 to 321.
This application is subject to Interim Zoning. The Interim Zoning requirements apply to new preliminary
or final plats submitted while Interim Zoning is in effect. Therefore in addition to DRB approval, the
applicant must seek and obtain City Council approval for the proposed development prior to issuance of
the first zoning permit.
COMMENTS
Development Review Planner Marla Keene and Planning Director Paul Conner (“Staff”) have reviewed
the plans submitted on December 4, 2020 and offer the following comments. Numbered items for the
Board’s attention are in red.
A) DIMENSIONAL STANDARDS
The project is located in the Southeast Quadrant ‐ Neighborhood Residential (SEQ‐NR) sub‐district. The
dimensional standards outlined in Table C‐2 of the Land Development Regulations were altered though the
Master Plan approval process for the subject property. The approved waivers are outlined in the decision
and findings of fact for Master Plan #MP‐05‐02 and duplicated below.
• Single‐family minimum lot size from 12,000 square feet to 3,600 square feet
• Single‐family maximum building coverage from 15% to 42% (Increased to 50% in MP‐09‐01)
• Single‐family maximum lot coverage from 30% to 61%
• Single‐family front yard setback from 20' to 10'
• Single‐family rear yard setback from 30' to 10' (5' for rear lanes)
• Multi‐family maximum building coverage from 15% to 50%
• Multi‐family maximum lot coverage from 30% to 65%
• Multi‐family front yard setback from 20' to 10'
• Multi‐family rear yard setback from 30' to 5'
On Lot 48N, the applicant is proposing duplexes on individual lots. The master plan approval did not
allow waiver of lot size or setbacks for two‐family homes. The minimum lot size for duplexes is
therefore 24,000 sf, with front side and rear setbacks of 20, 10 and 30 feet, respectively. The applicant
is proposing a minimum lot size of 6,230 sf and minimum front, side and rear setbacks of 10, 5 and 5
feet, respectively. Staff notes the property line on Preserve Road is located within the existing
recreation path by about 3 feet, so the appearance of a 10‐foot setback will be of 7 feet. Staff is not in
favor of this configuration of the rec path being located on private land, but since it exists, considers the
Board should at minimum require a 13‐foot setback to result in the appearance of a 10‐foot setback.
As it pertains to minimum lot size, the applicant is proposing to encumber each lot with a stormwater
easement, a sewer easement, and an electrical easement.
Staff considers that lot size and setback waivers were not generally necessary for other duplex homes in
Phase II because the homes are located on footprint lots, which the City does not recognize, and the
underlying parcels appear to meet lot size and dimensional standards. At sketch, the Board noted they
did not have an immediate issue with the proposed lot sizes and setbacks.
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1. Staff recommends the Board determine affirmatively whether the proposed lots should be granted
setback and size waivers. Staff recommends in making this determination the Board ask the
applicant why they are not proposing shared lots like in the remainder of Phase II, and that the Board
consider whether the lots as proposed are consistent with the remainder of Phase II.
2. In terms of coverage, the applicant is proposing a maximum building coverage of 40.1% and a
maximum lot coverage of 54.5%. Staff recommends the Board, taking into consideration consistency
with the remainder of Phase 2, determine affirmatively whether to grant building and overall
coverage waivers for these lots.
B) SOUTHEAST QUADRANT DISTRICT
This proposed subdivision is located in the southeast quadrant district. Therefore it is subject to the
provisions of Section 9 of the SBLDR.
9.06 Dimensional and Design Requirements Applicable to All Sub‐Districts
The following standards shall apply to development and improvements within the entire SEQ:
B. Open Space and Resource Protection.
(1) Open space areas on the site shall be located in such a way as to maximize opportunities for
creating usable, contiguous open spaces between adjoining parcels, creating or enhancing stream
buffer areas, or creating or enhancing buffers for primary or secondary natural communities.
Open spaces were created in MP‐05‐02 and appear to have been modified by subsequent approvals,
though specific findings on modifications do not appear to have been made. Staff considers this
application continues to protect the most recently approved open spaces and therefore previously
approved findings on this criterion are not affected by the current proposal.
(2) Building lots, streets and other structures shall be located in a manner consistent with the
Regulating Plan for the applicable sub‐district allowing carefully planned development at the
average densities provided in this bylaw.
The Regulating Plan for the Southeast Quadrant is described in 9.07 and discussed below. Though this
particular standard was not in place at the time of master plan approval, #MP‐05‐02 found that
development areas are located so as to maximize the aesthetic values of the property in keeping with
the Comprehensive Plan goal of preserving and enhancing the open character, natural areas, and
scenic views of the Quadrant, while allowing carefully planned development. On an overall basis, the
average density remains below that which is permitted in the sub‐district, and coverage is consistent
with the waivers approved as part of the Master Plan except as discussed above pertaining to two‐
family homes. Staff considers this criterion met.
(3) A plan for the proposed open spaces and/or natural areas and their ongoing management shall
be established by the applicant.
As part of #MP‐05‐02, the applicant submitted an open space and natural area management plan for
the entire subject property. This document is entitled “South Village – South Burlington, Vermont –
Community Land Management Plan,” dated November 2004. Master plan condition #9 stipulated that
the applicant submit a plan for the management and maintenance of the dedicated open spaces
created through the Master Plan prior to final plat approval for Phase 1. Final plat approval SD‐06‐21,
granted on May 3, 2006, references this plan.
Staff considers the proposed development does not preclude compliance with this approved plan.
(4) Sufficient grading and erosion controls shall be employed during construction and after
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construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on
the subject property and adjacent properties. In making this finding, the Development Review Board
may rely on evidence that the project will be covered under the General Permit for Construction
issued by the Vermont Department of Environmental Conservation.
The applicant has provided an erosion prevention and sediment control plan and must adhere to the
standards in Article 16. Staff considers this criterion met.
(5) Sufficient suitable landscaping and fencing shall be provided to protect wetland, stream, or
primary or natural community areas and buffers in a manner that is aesthetically compatible with
the surrounding landscape.
Chain link fencing other than for agricultural purposes shall be prohibited within PUDs; the use of split
rail or other fencing made of natural materials is encouraged.
As discussed above, the project is bounded by community open space to the east, the farm to the
west and south, and a roadway to the north. Staff considers this criterion not applicable.
C. Agriculture. The conservation of existing agricultural production values is encouraged through
development planning that supports agricultural uses (including but not limited to development plans
that create contiguous areas of agricultural use), provides buffer areas between existing agricultural
operations and new development, roads, and infrastructure, or creates new opportunities for
agricultural use (on any soil group) such as but not limited to community‐supported agriculture.
The Farm at South Village is located on the western portion of the overall property and continues to be
operated as envisioned. This standard is satisfied from master plan approval.
D. Public Services and Facilities. In the absence of a specific finding by the Development Review Board
that an alternative location and/or provision is approved for a specific development, the location of
buildings, lots, streets and utilities shall conform with the location of planned public facilities as
depicted on the Official Map, including but not limited to recreation paths, streets, park land, schools,
and sewer and water facilities.
The official map provides a recreation path in this general vicinity, which has already been constructed
on the east side of the subject parcel. Staff considers this criterion met.
(1) Sufficient water supply and wastewater disposal capacity shall be available to meet the needs
of the project in conformance with applicable State and City requirements, as evidenced by a
City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater
Permit from the Department of Environmental Conservation.
The applicant has provided an estimate of water and wastewater flows for the 8 proposed
homes. No information about water or wastewater allocation was provided with this
application. It appears the most recent wastewater allocation for Phase 2 was received in 2016
for 91 units. 91 units are already proposed in Phase 2 outside of Lot 48N, therefore Staff
considers the applicant must obtain preliminary water and wastewater allocation for the
proposed eight units prior to final plat approval.
Staff recommends the Board continue the hearing until such time as these allocations are
obtained. Staff notes preliminary allocations have no cost associated with them and therefore
do not represent a hardship to obtain.
(2) Recreation paths, storm water facilities, sidewalks, landscaping, utility lines, and lighting shall
be designed in a manner that is compatible with the extension of such services and
infrastructure to adjacent properties.
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(3) Recreation paths, utilities, sidewalks, and lighting shall be designed in a manner that is
consistent with City utility plans and maintenance standards, absent a specific agreement with
the applicant related to maintenance that has been approved by the City Council.
The road is proposed to remain private. 15.12D(3) requires that private roadways serve five or
fewer single family or duplex dwellings, and nine or fewer dwelling units. Staff considers 15.12D(3)
met.
3. As of packet publication, Staff has not received comments from the Director of Public Works. Staff
anticipates they will have an update at the time of the hearing.
(4) The plan shall be reviewed by the Fire Chief or his designee to insure that adequate fire
protection can be provided, with the standards for evaluation including, but not limited to,
minimum distance between structures, street width, vehicular access from two directions
where possible, looping of water lines, water flow and pressure, and number and location of
hydrants.
The Fire Chief reviewed the plans on 12/29/2020 and noted that some plans indicate the central
alley is 18‐feet wide. 20‐feet wide is the required minimum width. All references to an 18‐foot
width should be removed.
E. Circulation. The project shall incorporate access, circulation and traffic management strategies
sufficient to prevent unsafe conditions on adjacent roads and sufficient to create connectivity for
pedestrians, bicycles, vehicles, school transportation, and emergency service vehicles between
neighborhoods. In making this finding the Development Review Board may rely on the findings of a
traffic study submitted by the applicant, and the findings of any technical review by City staff or
consultants.
(1) Roads shall be designed in a manner that is compatible with the extension of such services and
infrastructure to adjacent properties.
(2) Roads shall be designed in a manner that is consistent with City roadway plans and
maintenance standards, absent a specific agreement with the applicant related to maintenance
that has been approved by the City Council.
(3) The provisions of Section 15.12(D)(4) related to connections between adjacent streets and
neighborhoods shall apply.
The proposed roadways are to remain private. Staff considers the addition of eight homes to Phase 2
will not result in unsafe conditions on adjacent roads. Connectivity is not provided by this application
but Staff considers connectivity throughout South Village as a whole has been approved on a master
plan level and final plat level for each phase.
9.07 Regulating Plans
D. Parks Design and Development.
(1) General standards. The SEQ has an existing large community park, the Dorset Street Park
Complex. Parks in the SEQ may be programmed as neighborhood parks or mini‐parks as defined in
the Comprehensive Plan. Mini parks in the SEQ should be a minimum of 10,000 square feet, with
programming approved by the South Burlington Recreation Department. Such parks are to be
located through the neighborhoods in order to provide a car‐free destination for children and
adults alike, and to enhance each neighborhood’s quality of life. They shall be knitted into the
neighborhood fabric as a focal point in the neighborhood, to add vitality and allow for greater
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surveillance by surrounding homes, local streets and visitors. Each park should be accessible by
vehicle, foot, and bicycle and there should be a park within a quarter‐mile of every home.
(2) Specific Standards. The following park development guidelines are applicable in the SEQ‐
NRT, SEQ‐NR, SEQ‐VR, and SEQ‐VC districts:
(a) Distribution and Amount of Parks:
(i) A range of parks and open space should be distributed through the SEQ to meet a
variety of needs including children’s play, passive enjoyment of the outdoors, and active
recreation.
(ii) Parks should serve as the focus for neighborhoods and be located at the heart of
residential areas, served by public streets and fronted by development.
(iii) Parks should be provided at a rate of 7.5 acres of developed parkland per 1,000
population per the South Burlington Capital Budget and Program.
(iv) A neighborhood or mini park of 10,000 square feet or more should be provided
within a one‐quarter mile walk of every home not so served by an existing City park or
other publicly‐owned developed recreation area.
(b) Dedication of Parks and Open Space: Parks and protected open space must be
approved by City Council for public ownership or management, or maintained permanently by
a homeowners’ association in a form acceptable to the City Attorney.
(c) Design Guidelines
(i) Parks should be fronted by homes and/or retail development in order to make
them sociable, safe and attractive places.
(ii) Parks should be located along prominent pedestrian and bicycle connections.
(iii) To the extent feasible, single‐loaded roads should be utilized adjacent to natural
open spaces to define a clear transition between the private and public realm, and to
reinforce dedicated open space as a natural resource and not extended yard areas.
Several parcels of open space are proposed on the project with a substantial network of trails. In
addition, as part of the Master Plan, a future public recreation field was approved near the intersection
of Allen Road and Spear Street. Applicant and Staff have been working towards construction of the
recreation field pursuant to the agreement with City Council.
4. At sketch, the applicant proposed to leave the open space east of the parcel unmaintained. Staff
considers the Board should ask the applicant to justify this request by quantifying the proximity and
area of recreational space available elsewhere in the development. Staff notes mowed, level areas
are desirable for recreation, and recommends the Board consider asking the Recreation and Parks
Committee whether adequate spaces are provided or if this space should be managed as well.
9.08 SEQ‐NR Sub‐District; Specific Standards
The SEQ‐NR sub‐district has additional dimensional and design requirements, as enumerated in this
Section. As noted above, this section of the LDR contains criteria which do not facilitate development of
this parcel.
5. Staff therefore recommends the Board consider the following criteria individually and in aggregate.
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A. Street, Block and Lot Pattern
(1) Development blocks. Development block lengths should range between 300 and 500 linear feet;
see Figure 9‐2 for example. If longer block lengths are unavoidable blocks 500 feet or longer must
include mid‐block public sidewalk or recreation path connections.
N/A
(2) Interconnection of Streets. Average spacing between intersections shall be 300 to 500 feet. Dead
end streets (e.g. culs de sac) are discouraged. Dead end streets may not exceed 200 feet in length.
Street stubs are required at the end of dead end streets to allow for future street connections and/or
bicycle and pedestrian connections to open space and future housing on adjoining parcels per section
15.12(D)(4).
This criterion is one of two major driving factors in the design of homes on this parcel. The applicant has
designed the four lots to be served by a 200‐foot private dead end roadway with a driveway extending
off the southern end. At sketch the Board directed the applicant to enhance the design differential
between the private dead end roadway and the driveway so as to realize a design that complies with
this criterion, not a design that is an obvious attempt to circumvent this criterion.
The applicant is proposing a 20‐foot wide paved and curbed private dead end road with paved
driveways, a sidewalk on the east side, and a paved turn‐around at the end. The driveway extension is
proposed to be gravel and twelve‐feet wide, with gravel driveways. There will be no sidewalk. Both
segments are proposed to be lined with a 3‐rail vinyl fence consistent with the remainder of the farm.
The private dead end road will have a line of street trees while the driveway will be lined with shrubs.
6. Staff recommends the Board discuss whether they consider this criterion to be met or if the applicant
has failed to create a 200‐ft roadway. If the Board accepts this street and driveway configuration,
Staff recommends the Board include a condition requiring the driveway, and the driveway aprons to
buildings 94 and 95, to be retained both as gravel and the dimensions shown.
7. In addition to the above‐described measures, the applicant has proposed an alternative with a 3‐rail
vinyl fence at the entrance to the private drive, which the applicant indicates will appear as a ‘gate’
to the private drive with a sign indicating “Private Drive.” Staff considers these measures to be
excessive. LDR 15.12A prohibits gates of any kind from being across public or private roads, or
driveways serving more than one dwelling unit. Staff recommends the Board require the applicant to
remove both the fence and the sign.
(3) Street Connection to Adjoining Parcels. Street stubs are required to be built to the property line and
connected to adjacent parcels per section 15.12(D)(4) of these Regulations. Posting signs with a notice
of intent to construct future streets is strongly encouraged.
The proposed private dead end road represents a street stub internal to the development not
connected to adjacent parcels. The Board has from time to time allowed street stubs to be constructed
without extension to the property line if the area beyond the street stub is precluded from future
development. Staff considers that is the case here. However, it is not a requirement or a forgone
conclusion that the Board allow this configuration. As noted at sketch, because two buildings on a
shared driveway do not constitute a roadway, two multifamily buildings with a shared driveway would
allow this criterion to be met. A configuration with one triplex facing Preserve Road and two triplexes
with a shared driveway would also meet this criterion.
8. Staff recommends the Board discuss whether they will allow this street stub to be constructed.
(4) Lots shall maintain a minimum lot width to depth ratio of 1:2, with a ratio of 1:2.5 to 1:5
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recommended.
The proposed lots do not meet this criterion. Lots 92 and 93 are wider than they are deep, and lots 94
and 95 are closer to 1:1. Homes in the remainder of the development, including the duplex homes in
Phase 2, are generally less space consumptive than those proposed for this parcel (see Sheet C1.0). Staff
considers that if the space allocated to each dwelling unit is taken into consideration, units on Lots 94
and 95 appear to meet this criterion, but units on Lots 92 and 93 do not. As noted above, Staff
considers an alternative configuration could result in this criterion being met.
9. Staff recommends the Board consider this criterion in their discussion of this proposal.
B. Street, Sidewalk & Parking Standards
(1) Street dimensions and cross sections. Neighborhood streets (collector and local) are intended to be
low‐speed streets for local use that discourage through movement and are safe for pedestrians and
bicyclists. Dimensions for public collector and local streets shall be as set forth in Tables 9‐1 and 9‐2,
and Figures 9‐4 and 9‐5 below.
The curbed private dead‐end road is proposed to be 20‐ft wide with a 5‐foot grass strip between the
roadway and sidewalk. The minimum roadway width allowed in LDR15.12E is 26‐ft with parking and 20‐
ft without parking. Table 9‐2 and 9‐5 apply to local streets and require 9‐ft drive lanes and 8‐ft parking.
Without parking, streets are required to be 24‐ft wide. The Board has not approved any similar dead‐
end private streets in South Village though they have allowed rear‐loaded private lanes to be
constructed without parking. Those lanes are 20‐ft wide.
10. Staff recommends the Board discuss whether they will accept the applicant’s proposed private
roadway width for consistency with the remainder of South Village or require the roadway width to
be 24‐feet.
(2) Sidewalks. Sidewalks must be a minimum of five feet (5’) in width with an additional minimum
five‐foot planting strip (greenspace) separating the sidewalk from the street. Sidewalks are required
on one side of the street.
Staff considers this criterion met
(3) Street Trees
Street trees are required along all streets in a planting strip a minimum of five feet wide. Street tress
shall be large, deciduous shade trees with species satisfactory to the City Arborist. Street trees to be
planted must have a minimum caliper size of 2.5 to 3 inches DBH, and shall be planted no greater than
thirty feet (30’) on center.
See City Arborist’s comments below under Subdivision Standards.
(4) On‐street parking. Sufficient space for one lane of on‐street parking shall be provided on all streets
except for arterials outside of the SEQ‐VC and SEQ‐VR sub‐districts.
11. On‐street parking is not provided. As discussed in (1) above, Staff notes the Board has approved
lanes with no on‐street parking elsewhere in South Village, and recommends the Board discuss
whether to require on‐street parking on this dead‐end private road. With on‐street parking, the road
width would be required to increase from 20‐ft to 26‐ft.
(5) Intersection design. Intersections shall be designed to reduce pedestrian crossing distances and to
slow traffic; see Figure 9‐6 and Section 9.08(B)(5).
Staff considers this criterion to be met.
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(6) Street and sidewalk lighting. Pedestrian‐scaled light fixtures (e.g., 12’ to 14’) shall be provided
sufficient to ensure pedestrian safety traveling to and from public spaces. Overall illumination levels
should be consistent with the lower‐intensity development patterns and character of the SEQ, with
lower, smoother levels of illumination (rather than hot‐spots) and trespass minimized to the lowest
level consistent with public safety.
Lighting is only proposed at the intersection with Preserve Road. The poles is proposed to be 12‐feet
high. Staff considers this criterion met.
C. Residential Design
(1) Building Orientation. Residential buildings must be oriented to the street. Primary entries for
single family and multi‐family buildings must face the street. Secondary building entries may open
onto garages and/or parking areas. (Special design guidelines apply to arterial streets).
This criterion is the second major driving factor for design of homes on this parcel. At sketch, the
applicant had proposed a design with the northern most homes fronting on Preserve Road, and the
remaining homes proposed to front on the common space to the east. With this application, the
applicant is proposing homes to face both away from Preserve Road and away from the common
space. In Phase 1, there are locations (east and west Fisher Lane and Flanders Lane) where the
homes front on a common space and are backed by alleys, but nowhere else in the development do
homes face both away from a road and away from a common element. At sketch the Board did
note that the applicant’s proposal to have a sidewalk in addition to the recreation path to the east
seemed redundant, but neither the minutes nor the recording of the meeting indicate the Board’s
inclination to re‐orient homes facing away from the common space, and in fact the orientation of
the homes on Lot 48N was not discussed at any length.
12. Staff considers this revised configuration significantly less compliant with this criterion, and because
of its inconsistency with any other prior approvals, recommends the Board direct the applicant to
return to the home orientation presented at sketch, including sidewalk connections to the recreation
path with fence segments at the property line to serve as delineation of the open space. Specifically,
Staff recommends the Board require the applicant to orient the two northern most homes towards
Preserve Road and the remaining six homes towards the eastern open space. Staff notes the
applicant’s South Village Design Review Standards document, incorporated into the final plat
approvals for South Village, require each home to have a front walk connecting to the street or
common element. Alleys and lanes, which Staff considers the private dead‐end street, are not
required to be connected to the homes with a walkway.
(2) Building Façades. Building facades are encouraged to employ a theme and variation approach.
Buildings should include common elements to appear unified, but façades should be varied from
one building to the next to avoid monotony. Front porches, stoops, and balconies that create semi‐
private space and are oriented to the street are encouraged.
No home elevations have been provided. The applicant has provided a sample image of homes that
they installed at Bayberry Commons in Burlington showing homes that are identical except for color,
and do not appear to include a garage, therefore Staff considers these homes are unlikely to be
substantially similar to what the applicant is proposing here. However, the approved South Village
Design Review Standards prevent identical homes within three lots of one another. Staff considers
the South Village Design Review Standards will result in this criterion being met.
(3) Front Building Setbacks. A close relationship between the building and the street is critical to the
ambiance of the street environment.
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(a) Buildings should be set back twenty‐five feet (25’) from the back of sidewalk.
As part of its Master Plan approval the front setback for both single family homes and multi‐family
units was reduced from 20 ft. to 10 ft. No such waiver was granted for two‐family homes. See
discussion above under Zoning District and Dimensional Standards. Buildings are set back about 20
feet from back of sidewalk, with the porch set back around 12 feet from the back of sidewalk. Staff
considers this proposed configuration consistent with the purpose of this criterion, and
recommends the Board allow the distance between building and sidewalk as proposed.
(b) Porches, stoops, and balconies may project up to eight feet (8’) into the front setbacks.
None of the porches, stoops or balconies project into the 10‐foot setback shown on the plans. At
sketch, the northernmost homes oriented to Preserve Road, encroached into the front setback.
Staff considers this criterion should be revisited when the home orientation is corrected.
(4) Placement of Garages and Parking. for garages with a vehicle entrance that faces a front lot line,
the façade of the garage that includes the vehicle entrance must be set back a minimum of eight feet
(8’) behind the building line of the single or two‐family dwelling.
This criterion is addressed in the South Village Design Review Standards which have already been
incorporated by the Board into the approvals for South Village.
(6) Mix of Housing Styles. A mix of housing styles (i.e. ranch, cape cod, colonial, etc.), sizes, and
affordability is encouraged within neighborhoods and developments. These should be mixed within
blocks, along the street and within neighborhoods rather than compartmentalized into sections of
near‐identical units.
Staff considers this criterion to be met for Phase II as a whole and similar housing styles within Lot 48N
to be acceptable.
C) 18.03 AFFORDABLE HOUSING DENSITY BONUS
In its decision on MS‐19‐03, the Development Review Board laid out the following parameters that the
project must to adhere to in order to be considered as meeting the requirements of 18.02.
The Board approves Lot 48N for up to 9 units, subject to site plan review. The applicant must include
at least 3 and no more than 4 units of affordable housing in three family, duplex or single family
homes, and those affordable units must be built at a ratio of one affordable to one market rate until
all affordable units on Lot 48N are constructed
MS‐20‐02A further states that “the floor area (as defined herein) of affordable units on Lot 48N shall be
no less than that of market‐rate units of the same type (single family, duplex, three family) on Lots 11
and 48N.”
Staff considers that while it is possible this information could be provided as zoning permits are issued,
experience has shown that the applicant sells development lots to builders who then determine what
building to construct, and allowing compliance with this criterion to be demonstrated at the time of
zoning permit application would mean compliance can no longer be guaranteed by this applicant.
Staff recommends that the Board include a condition stating that whatever the square footage of the
first zoning permit issued on Lot 11 / 48N, if market rate, shall be the maximum size of all market rate
units and the minimum size of all affordable units on Lot 11 / 48N.
#SD‐21‐03
Staff Comments
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D) SUBDIVISION STANDARDS
The general standards applicable to this subdivision are as follows.
(1) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the
project in conformance with applicable State and City requirements, as evidenced by a City
water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit
from the Department of Environmental Conservation.
See discussion under 9.06D(1) above.
(2) Sufficient grading and erosion controls will be utilized during construction and after
construction to prevent soil erosion and runoff from creating unhealthy or dangerous
conditions on the subject property and adjacent properties. In making this finding, the DRB
may rely on evidence that the project will be covered under the General Permit for
Construction issued by the Vermont Department of Environmental Conservation.
See discussion under 9.06B(4) above.
(3) The project incorporates access, circulation and traffic management strategies sufficient to
prevent unreasonable congestion of adjacent roads. In making this finding the DRB may rely
on the findings of a traffic study submitted by the applicant, and the findings of any technical
review by City staff or consultants.
See discussion under 9.06E above.
(4) The project's design respects and will provide suitable protection to wetlands, streams, wildlife
habitat as identified in the Open Space Strategy, and any unique natural features on the site.
In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations
related to wetlands and stream buffers, and may seek comment from the Natural Resources
Committee with respect to the project's impact on natural resources.
This criterion was found to be met at master plan. See discussion under 9.06B(5) above.
(5) The project is designed to be visually compatible with the planned development patterns in
the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in
which it is located.
The purpose of the SEQ is as follows.
The Southeast Quadrant District (SEQ) is hereby formed in order to encourage open
space preservation, scenic view and natural resource protection, wildlife habitat
preservation, continued agricultural use, and well as planned residential use in the
largely undeveloped area of the City known as the Southeast Quadrant. The open
character and scenic views offered in this area have long been recognized as very
special and unique resources in the City and worthy of protection. The location and
clustering of buildings and lots in a manner that in the judgment of the Development
Review Board will best preserve the open space character of this area shall be
encouraged.
This criterion was found to be met at master plan.
(6) Open space areas on the site have been located in such a way as to maximize opportunities for
creating contiguous open spaces between adjoining parcels and/or stream buffer areas.
This criterion was found to be met at master plan. See discussion under 9.06B(1) above.
#SD‐21‐03
Staff Comments
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(7) The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to
insure that adequate fire protection can be provided, with the standards for approval
including, but not be limited to, minimum distance between structures, street width, vehicular
access from two directions where possible, looping of water lines, water flow and pressure,
and number and location of hydrants. All aspects of fire protection systems shall be designed
and installed in accordance with applicable codes in all areas served by municipal water.
See discussion under 9.06D(4) above.
(8) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting
have been designed in a manner that is compatible with the extension of such services and
infrastructure to adjacent properties.
(9) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is
consistent with City utility and roadway plans and maintenance standards, absent a specific
agreement with the applicant related to maintenance that has been approved by the City
Council.
See discussion under 9.06D(2) and (3) above.
(10) The project is consistent with the goals and objectives of the Comprehensive Plan for
the affected district(s).
9.02 specifically states that the SEQ regulations implement the relevant provisions of the
Comprehensive Plan. In the event of a conflict between the Southeast Quadrant chapter and other
provisions of the Comprehensive Plan, the Southeast Quadrant chapter shall control.
This criterion was found to be met at master plan level.
E) SITE PLAN REVIEW STANDARDS
Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations, any PUD shall
require site plan approval.
Section 14.06 of the South Burlington Land Development Regulations establishes the following general
review standards for all site plan applications:
(A) Relationship of the proposed development to the City of South Burlington Comprehensive Plan.
Staff considers this criterion to be met.
(B)(1) The site shall be planned to accomplish a desirable transition from structure to site, from structure
to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking
areas.
As discussed above, the development of Phase 2 is governed by the South Village Design Review
Standards. Staff considers this criterion met.
(B)(2) Parking:
Single and two‐family homes in the proposed Phase II are not subject to this standard.
(B)(3) Without restricting the permissible limits of the applicable zoning district, the height and scale of
each building shall be compatible with its site and existing or adjoining buildings.
Staff considers this criterion met.
#SD‐21‐03
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(C)(1) The Board shall encourage the use of a combination of common materials and architectural
characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions
between buildings of different architectural styles.
Staff considers compliance with this criterion will be ensured by the South Village Design Review
Standards.
(C)(2) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing
buildings and roads in the vicinity that have a visual relationship to the proposed structures.
The applicant is proposing landscaping features consistent with those elsewhere in South Village. Staff
considers this criterion met.
Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South
Burlington Land Development Regulations:
(A) The reservation of land may be required on any lot for provision of access to abutting properties
whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to
provide additional access for emergency or other purposes, or to improve general access and circulation in
the area.
Staff considers that no additional easements are needed for this project.
(B) Electric, telephone and other wire‐served utility lines and service connections shall be underground.
Any utility installations remaining above ground shall be located so as to have a harmonious relation to
neighboring properties and to the site.
Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines
shall be underground. Plans submitted as part of this application show underground utility lines are
proposed.
(C) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or
other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that
trash and debris do not escape the enclosure(s).
This criterion is not applicable.
(D) Landscaping and Screening Requirements
Pursuant to Section 13.06(A) of the proposed Land Development Regulations, landscaping and screening
shall be required for all uses subject to planned unit development review.
Utility cabinets are required to be screened. 13.06C(2) requires such screening to be a permanently
maintained landscape of evergreen or a mix of evergreen and deciduous trees and shrubs, and/or a solid
fence. The applicant is proposing a mix of evergreen and deciduous shrubs and grasses. Staff recommends
the Board allow the proposed utility screening.
13.06G(2) requires there to be a mix of large canopy tree species within each landscaping plan. The City
Arborist reviewed the plans on 12/21/2020 and offers the following comment.
Japanese Tree Lilacs on farm Edge Rd should either be moved further off road or substitute a taller
species. Planting a small stature tree so close to the roadway presents maintenance issues when
trying to maintain clearance over the road. May want to consider the use of fastigiate/columnar
tree species if trying to maintain a view corridor
13. Staff recommends the Board require the applicant to provide more traditional street trees along the
private dead‐end street.
#SD‐21‐03
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There is no minimum required landscaping budget for single or two family homes on their own lots.
(E) Modification of Standards. Except within the City Center Form Based Code District, where the
limitations of a site may cause unusual hardship in complying with any of the standards above and
waiver therefrom will not endanger the public health, safety or welfare, the Development Review Board
may modify such standards as long as the general objectives of Article 14 and the City's Comprehensive
Plan are met. However, in no case shall the DRB permit the location of a new structure less than five (5)
feet from any property boundary and in no case shall be the DRB allow land development creating a
total site coverage exceeding the allowable limit for the applicable zoning district in the case of new
development, or increasing the coverage on sites where the pre‐existing condition exceeds the
applicable limit.
Setback waiver and lot coverage requests are discussed under dimensional standards above.
F Low Impact Development. The use of low impact site design strategies that minimize site
disturbance, and that integrate structures, landscaping, natural hydrologic functions, and various other
techniques to minimize runoff from impervious surfaces and to infiltrate precipitation into underlying
soils and groundwater as close as is reasonable practicable to where it hits the ground, is required
pursuant to the standards contained within Article 12.
The Assistant Stormwater Superintendent reviewed the application on 12/23/2020 and requests the
Board include a condition requiring the applicant to regularly maintain all stormwater treatment and
conveyance infrastructure.
F) OTHER
E911 Addresses
The applicant provided E911 addresses on Plan Sheet C2.0. These addresses should be revised to reflect
5.28 feet per digit. Staff recommends the Board require the applicant to correct the addresses as a
condition of approval.
Energy Standards
Staff notes that all new buildings are subject to the Stretch Energy Code pursuant to Section 3.15:
Residential and Commercial Building Energy Standards of the LDRs.
RECOMMENDATION
Staff recommends that the applicant work with Staff and the Development Review Board to address the
issues herein.
Respectfully submitted,
Marla Keene, Development Review Planner
Cover Letter 48 N
November 13, 2012
Ms. Marla Keene, Development Review Coordinator, DRB Chair, DRB Members
City of South Burlington Planning & Zoning
575 Dorset Street
South Burlington, Vermont 05401
Dear Marla, DRB Chair & Members,
We are submitting for your review, a subdivision application for LOT 48N at South Village. You may recall
LOT 48N is the northernmost ‘future development’ lot in South Village, accessed by Preserve Road
which borders the Farm at South Village. During this past year, the Lot was presented as part of our
MISC application Affordable Plan, and most recently at Sketch Plan Review.
In brief, the Lot is designed to have four residential lots, with four duplexes built upon the four
respective lots for a total of eight units. Four of the eight will meet all city ‘affordable’ criteria. Four of
the unit will be offered at market rates. All eight units will meet city approved South Village Design
Review criteria which are incorporated into past findings of fact and order for South Village Phase II and
III. A new 20’ wide private road will provide access to two of the buildings, and a shared driveway
extending from that road will provide access to two buildings. Our plans detail the lot layout, road
design, lighting, landscaping, erosion control, stormwater treatment. Our submittals include EPSC plans,
Stormwater planning, civil and landscape plans. A new traffic study is also included with the good news
that overall traffic will be less than originally forecast at full build out. To note;
All elevations will meet South Village Design Review Criteria and be in keeping with the South Village
aesthetic.
A complete landscape plan incorporating trees, plantings, fencing and lighting is included.
A complete stormwater review is included, to note, the stormwater plan balances stormwater
treatment between lots 11 and lot 48. We are applying for two subdivisions concurrently for this
reason.
Comments from the Fire Dept were delivered at Sketch plan that two buildings furthest from a hydrant
would require sprinklers, this is noted on the plans. Addental signage requests have been made by the
FD and we are agreed to these, notes are attached.
There will be no wetland or wetland buffer impacts.
All cut and fill will be balanced on site.
Traffic Counts #’s are reduced overall for Preserve Rd and the neighborhood overall.
Also to note, the civil drafted plats submitted illustrate both Lot 48N in phase II and Lot 11 in phase I on
one sheet for perspective.
From your sketch plan review, the DRB recommended and we change features of Farms Edge Rd, the
private road with turnaround, and driveway to make them distinct, Land Planners TJ Boyle have
addressed this request. All Units will face the Common Element of the Farm at South Village and will
back upon a second common area, matching the orientation of existing homes who also back up to the
common area east of the proposed homes. We’re excited to bring these homes into being with their
unique and desirable pastoral location overlooking the farm to the west and a naturalized meadow area
with a recreation path winding through.
We have been in an ongoing dialogue with Dave Wheeler at Public Works regarding the Stormwater
design and received positive feedback regarding treatment.
We look forward to presenting this final rendering of Farms Edge to you.
Respectfully,
Robin Jeffers
E. PROCTOR LNDEWEY PLACEALLEN ROAD EASTJEFFERSON RD.10CHURCHILL
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.PRESERVE ROAD4817N59N61N23N48311B54N612852N95152535422A10A10B11634811A1N19N18N16N15N14N13N58N63N60N62N57N64N65N21N20N22N25N24N55N53N50N44N49aN51N46N45N39N40N43N42N41N47N48aN30N38N31N34N33N32N36N37N35N12N10N11N3N2N5N26N29N27N28NNORTHPSD
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Exist. 20' widemulti-purposeeasement forstormwater &potential futurerecreation pathsn/f L. LongExempt Family Trust11111111 1111111111 1111111111 1111111111 111111111D1 D1111111111 1PARCEL "c"2.22 ac.STORMWATERDETENTION AREA(TYPICAL)SCHEMATICBLDG. LOTSONLY (TYP.)PARCEL "A2"PARCEL "B" 0.9
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DDD6N4N7N9N8N378377376364CLASS 3 WETLAND(Classification byTina Heath onAugust 1, 2018)1" = 150'01243.17C1.011/13/2020LOCATION MAP1" = 2000'OVERALL SITEPLANACEDSMMABS.D. IRELANDCOMPANIES193 INDUSTRIAL AVENUEWILIISTON, VERMONT 05495Dorset StreetSpear StreetAllen RoadNowlandFarm RoadU.V.M.FarmsSOUTH BURLINGTONSHELBURNESITESOUTH VILLAGECOMMUNITIES,LLCLOT 48NDSMPROJECT LOCATIONBUILDINGS FOOTPRINTSARE LIKENESS ONLY3 ?$XWR&$''3URMHFWV??/RW1?&$'')LOHV?GZJ?6,7(GZJ $0':*7R3')SF
DSMMAB1" = 20'01243.17C1.111/13/2020LOCATION MAP1" = 2000'EXISTINGCONDITIONSPLANACES.D. IRELANDCOMPANIES193 INDUSTRIAL AVENUEWILIISTON, VERMONT 05495Dorset StreetSpear StreetAllen RoadNowlandFarm RoadU.V.M.FarmsSOUTH BURLINGTONSHELBURNESITESOUTH VILLAGECOMMUNITIES,LLCLOT 48NNOTES1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALLUTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES.EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTORSHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BEREPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE(888-344-7233) PRIOR TO ANY CONSTRUCTION.2. PROPERTY LINE INFORMATION BASED ON PLAT ENTITLED "PHASE II LOTINGPLAT SOUTH VILLAGE COMMUNITIES, LLC" DATED OCT, 31, 2013 REVISED05/20/20 PREPARED BY CIVIL ENGINEERING ASSOCIATES, INC. . THIS PLAN ISNOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE.3. SITE INFORMATION IS BASE ON UPON A FIELD SURVEY PERFORMED BY S.D.IRELAND IN 2019. SURVEY ORIENTATION IS "GRID NORTH", VERMONTCOORDINATE SYSTEM OF 1983 (HORIZONTAL) AND NAVD88. MARSH ROADCONTOURS ARE BASED UPON A PLAN ENTITLED " SOUTH VILLAGECOMMUNITIES PLAN AND PROFILE MARSH ROAD / SOUTH JEFFERSON ROAD"DATED MAY 28, 20014 PREPARED BY O'LEARY-BERKE CIVIL ASSOCIATES, PLCDSM3 ?$XWR&$''3URMHFWV??/RW1?&$'')LOHV?GZJ?6,7(GZJ $0':*7R3')SF
ACE1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE ORREPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THESURVEYED PREMISES. EXISTING UTILITY LOCATIONS AREAPPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALLUTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TOTHE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE(888-344-7233) PRIOR TO ANY CONSTRUCTION. IN ADDITION, THECONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATING FIRM TOLOCATE OWNER OWNED UNDERGROUND UTILITIES PRIOR TOSTART OF ANY EXCAVATION.2. ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINALDESIGN SHALL BE REMOVED OR ABANDONED AS INDICATED ONTHE PLANS OR DIRECTED BY THE ENGINEER.3. THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES)FOR ALL UNDERGROUND UTILITIES. THOSE PLANS SHALL BESUBMITTED TO THE OWNER AT THE COMPLETION OF THEPROJECT.4. THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS(ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THECONSTRUCTION.5. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULLVEGETATION IS ESTABLISHED.6. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORKNECESSARY FOR COMPLETE AND OPERABLE FACILITIES ANDUTILITIES.8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALLITEMS AND MATERIALS INCORPORATED INTO THE SITE WORK.WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOP DRAWINGAPPROVAL IS GRANTED.9. IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS ANDSPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORKIN ACCORDANCE WITH ALL PERMIT CONDITIONS AND ANY LOCALPUBLIC WORKS STANDARDS.10. THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT,WALKWAYS AND LAWN AREAS SHALL BE 0.1 FEET. UNLESS NOTEDOTHERWISE, ALL EXISTING MANHOLE COVERS, VALVES, CURBSTOPS AND OTHER ITEMS TO REMAIN SHALL BE ADJUSTED TO THENEW FINISH GRADE.11. ANY DEWATERING NECESSARY FOR THE COMPLETION OF THESITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACTAND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWNROAD R.O.W. WITH TOWN AUTHORITIES.13. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE ANDTELEPHONE SERVICES IN ACCORDANCE WITH THE UTILITYCOMPANIES REQUIREMENTS.14. EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALLBE DISPOSED OF AT AN APPROVED OFF-SITE LOCATION. ALLPAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW.15. IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THEPLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACTTHE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ONTHE ITEM IN QUESTION.16. PROPERTY LINE INFORMATION IS BASED ON A PLAT ENTITLED"PHASE II LOTTING PLAT SOUTH VILLAGE COMMUNITIES, LLC."DATED OCT. 31, 2013 REVISED 05/20/20 PREPARED BY CIVILENGINEERING ASSOCIATES, INC. THIS PLAN IS NOT A BOUNDARYSURVEY AND IS NOT INTENDED TO BE USED AS ONE.17. IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTIONSHALL BE PROVIDED IN ACCORDANCE WITH AWWA M14. THE SITECONTRACTOR SHALL CONSTRUCT THE WATER LINE TO TWO FEETABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISERDETAIL.18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING ANDINSPECTION SERVICES INDICATED IN THE CONTRACT DOCUMENTS,TYPICAL FOR CONCRETE AND SOIL TESTING.19. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELDENGINEERING REQUIRED FOR COMPLETION OF THE PROJECT.CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILEWHERE APPLICABLE.20. THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OFANY AND ALL SAFETY FENCES OR RAILS ABOVE EXISTING ANDPROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE ANDINSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATIONAND VERIFY ANY AND ALL PERMITTING REQUIREMENTS.GENERAL NOTESDSMMAB1" = 20'01243.17C2.0LOCATION MAP1" = 2000'PROPOSEDCONDITIONSPLANS.D. IRELANDCOMPANIES193 INDUSTRIAL AVENUEWILIISTON, VERMONT 05495Dorset StreetSpear StreetAllen RoadNowlandFarm RoadU.V.M.FarmsSOUTH BURLINGTONSHELBURNESITESOUTH VILLAGECOMMUNITIES,LLCLOT 48NPROPOSED CONDITIONS SITE PLANSCALE: 1" = 20'1" = 20'11/13/2020LEGENDFMGSTSWE100EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING SWALEEXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING WATEREXISTING SEWER MANHOLEEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSSETBACK LINEPROPERTY LINEIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUNDDUDEXISTING UNDERDRAINGFDSWUEPROPOSED CONTOUR100PROPOSED CURBPROPOSED FENCEPROPOSED GRAVELPROPOSED PAVEMENTPROPOSED SWALEPROPOSED UNDERGROUND ELECTRICPROPOSED GASPROPOSED FOUNDATION DRAINPROPOSED GRAVITY SEWERPROPOSED WATERSPROPOSED SEWER MANHOLEPROPOSED CATCH BASINPROPOSED REBAR SETPROPOSED HYDRANTPROPOSED SHUT OFFPROPOSED SETBACK LINEPROPOSED PROPERTY LINESTPROPOSED STORM$1<7,0(PROPOSED SIGNSDSMBUILDINGS FOOTPRINTSARE LIKENESS ONLY3 ?$XWR&$''3URMHFWV??/RW1?&$'')LOHV?GZJ?6,7(GZJ $0':*7R3')SF
ACEDSMMAB1" = 20'01243.17C2.111/13/2020LOCATION MAP1" = 2000'PROPOSEDGRADING ANDDRAINAGE PLANS.D. IRELANDCOMPANIES193 INDUSTRIAL AVENUEWILIISTON, VERMONT 05495Dorset StreetSpear StreetAllen RoadNowlandFarm RoadU.V.M.FarmsSOUTH BURLINGTONSHELBURNESITESOUTH VILLAGECOMMUNITIES,LLCLOT 48NLEGENDFMGSTSWE100EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING SWALEEXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING WATEREXISTING SEWER MANHOLEEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSSETBACK LINEPROPERTY LINEIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUNDDUDEXISTING UNDERDRAINGFDSWUEPROPOSED CONTOUR100PROPOSED CURBPROPOSED FENCEPROPOSED GRAVELPROPOSED PAVEMENTPROPOSED SWALEPROPOSED UNDERGROUND ELECTRICPROPOSED GASPROPOSED FOUNDATION DRAINPROPOSED GRAVITY SEWERPROPOSED WATERSPROPOSED SEWER MANHOLEPROPOSED CATCH BASINPROPOSED REBAR SETPROPOSED HYDRANTPROPOSED SHUT OFFPROPOSED SETBACK LINEPROPOSED PROPERTY LINESTPROPOSED STORMPROPOSED SIGNPROPOSED YARD DRAINDSMBUILDINGS FOOTPRINTSARE LIKENESS ONLY3 ?$XWR&$''3URMHFWV??/RW1?&$'')LOHV?GZJ?6,7(GZJ 30':*7R3')SF
ACEDSMMAB1" = 20'01243.17C2.211/13/2020LOCATION MAP1" = 2000'PROPOSEDUTILITY PLANS.D. IRELANDCOMPANIES193 INDUSTRIAL AVENUEWILIISTON, VERMONT 05495Dorset StreetSpear StreetAllen RoadNowlandFarm RoadU.V.M.FarmsSOUTH BURLINGTONSHELBURNESITESOUTH VILLAGECOMMUNITIES,LLCLOT 48NLEGENDFMGSTSTWE100EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING SWALEWETLANDSWETLANDS BUFFEREXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING TELEPHONEEXISTING WATERSTREAMEXISTING SEWER MANHOLEEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSSETBACK LINEPROPERTY LINEIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUNDDEXISTING YARD DRAINUDEXISTING UNDERDRAINFMGSTSTWPROPOSED CONTOUR100PROPOSED CURBPROPOSED FENCEPROPOSED GRAVELPROPOSED PAVEMENTPROPOSED SWALEPROPOSED ELECTRICPROPOSED FORCEMAINPROPOSED GASPROPOSED STORMPROPOSED GRAVITY SEWERPROPOSED TELEPHONEPROPOSED WATERPROPOSED SETBACK LINEPROPOSED PROPERTY LINESPROPOSED SEWER MANHOLEPROPOSED CATCH BASINPROPOSED REBAR SETPROPOSED HYDRANTPROPOSED SHUT OFFPROPOSED SIGNPROPOSED YARD DRAINDSMBUILDINGS FOOTPRINTSARE LIKENESS ONLY3 ?$XWR&$''3URMHFWV??/RW1?&$'')LOHV?GZJ?6,7(GZJ 30':*7R3')SF
EXISTING GRADEEX. GAS CONDUIT(APPROX. INV.)EX. 15" HDPESTORM LINEEX. 8" PVCSEWER LINE100+00100+50101+00101+50102+00102+50103+00103+50104+00104+50365366367368369370371372373374375376377378379380381382383384385386364365366367368369370371372373374375376377378379380381382383384385386380.5380.6380.3378.4379.7378.4379.2378.2378.6377.8378.1376.2377.4375.6376.7374.8376.0-1.6S=0.02S=0.011PVC STA.100+14.66PVC ELEV.380.22PVI STA.100+29.66PVI ELEV.380.52PVT STA.100+44.66PVT ELEV.380.3630.0VC9.63K-ValS=0.014-3.8PVC STA.103+83.00PVC ELEV.376.27PVI STA.104+03.00PVI ELEV.376.00PVT STA.104+23.00PVT ELEV.375.2440.0VC16.46K-ValEND OF PROPOSEDDRIVEWAYPROPERTY LINEPROPERTY LINEPROPOSED GRAVEL DRIVEWAYEND OF PROPOSED PAVED ROADACEDSMMABAS SHOWN01243.17C2.3LOCATION MAP1" = 2000'ROAD PROFILES.D. IRELANDCOMPANIES193 INDUSTRIAL AVENUEWILIISTON, VERMONT 05495Dorset StreetSpear StreetAllen RoadNowlandFarm RoadU.V.M.FarmsSOUTH BURLINGTONSHELBURNESITESOUTH VILLAGECOMMUNITIES,LLCLOT 48NPROPOSED ROAD PROFILESCALE:HORIZONTAL: 1" = 20'VERTICAL: 1" = 2'11/13/2020DSM3 ?$XWR&$''3URMHFWV??/RW1?&$'')LOHV?GZJ?6,7(GZJ $0':*7R3')SF
ACEDSMMAB1" = 20'01243.17C2.4LOCATION MAP1" = 2000'FIRE TRUCKTURNING SITEPLANS.D. IRELANDCOMPANIES193 INDUSTRIAL AVENUEWILIISTON, VERMONT 05495Dorset StreetSpear StreetAllen RoadNowlandFarm RoadU.V.M.FarmsSOUTH BURLINGTONSHELBURNESITESOUTH VILLAGECOMMUNITIES,LLCLOT 48N1" = 20'11/13/2020LEGENDFMGSTSWE100EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING SWALEEXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING WATEREXISTING SEWER MANHOLEEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSSETBACK LINEPROPERTY LINEIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUNDDUDEXISTING UNDERDRAINGFDSWUEPROPOSED CONTOUR100PROPOSED CURBPROPOSED FENCEPROPOSED GRAVELPROPOSED PAVEMENTPROPOSED SWALEPROPOSED UNDERGROUND ELECTRICPROPOSED GASPROPOSED FOUNDATION DRAINPROPOSED GRAVITY SEWERPROPOSED WATERSPROPOSED SEWER MANHOLEPROPOSED CATCH BASINPROPOSED REBAR SETPROPOSED HYDRANTPROPOSED SHUT OFFPROPOSED SETBACK LINEPROPOSED PROPERTY LINESTPROPOSED STORMDSMBUILDINGS FOOTPRINTSARE LIKENESS ONLY3 ?$XWR&$''3URMHFWV??/RW1?&$'')LOHV?GZJ?6,7(GZJ $0':*7R3')SF
ACEDSMMAB1" = 20'01243.17C3.0LOCATION MAP1" = 2000'EPSC SITE PLANS.D. IRELANDCOMPANIES193 INDUSTRIAL AVENUEWILIISTON, VERMONT 05495Dorset StreetSpear StreetAllen RoadNowlandFarm RoadU.V.M.FarmsSOUTH BURLINGTONSHELBURNESITESOUTH VILLAGECOMMUNITIES,LLCLOT 48N1" = 20'11/13/2020EROSION CONTROL LEGENDCONSTRUCTION FENCE W/ REINFORCED SILT FENCECONSTRUCTION LIMITS TAPEEROSION CONTROL MATTINGSILT FENCEINLET PROTECTIONNOTES:1. LOAM, SEED AND MULCH ALL DISTURBED AREAS (TYP.)2. INSTALL TEMPORARY STABILIZATION OF DISTURBED SOILSTHROUGH THE INSTALLATION OF 1" OF HAY MULCH NOMORE THAN 7 DAYS AFTER WORK HAS CEASED IN APARTICULAR AREA.3. SLOPES >3:1 SHALL RECEIVE EROSION CONTROL MATTING.4. MAXIMUM AMOUNT OF DISTURBED SOILS TO BE LIMITED TONO MORE THAN 2 ACRES.5. SILT FENCE CONTRIBUTORY AREA TO BE LIMITED TO 14ACRE / 100 L.F.DSMBUILDINGS FOOTPRINTSARE LIKENESS ONLY3 ?$XWR&$''3URMHFWV??/RW1?&$'')LOHV?GZJ?6,7(GZJ $0':*7R3')SF
AS SHOWNC3.111/13/2020LOCATION MAP1" = 2000'EPSC NARRATIVEAND DETAILSACEDSMMAB01243.17LOCATION MAP1" = 2000'S.D. IRELANDCOMPANIES193 INDUSTRIAL AVENUEWILIISTON, VERMONT 05495Dorset StreetSpear StreetAllen RoadNowlandFarm RoadU.V.M.FarmsSOUTH BURLINGTONSHELBURNESITESOUTH VILLAGECOMMUNITIES,LLCLOT 48NE-001 EC SheetN.T.S.CONSTRUCTION FENCE DETAILREVISED 08/01/2014E-002E-002 Constr FenceWOOD POST30"18"EXISTING GRADENATIVE MATERIALPLASTIC ORANGECONSTRUCTION FENCEREVISED 08/01/2014E-004E-004 Constr. Ent20' (6m) RROADWAYAASTABILIZED CONSTRUCTION ENTRANCEN.T.S.12'. MIN.50' MIN.SECTION A-ADIVERSION RIDGE REQUIREDWHERE GRADE EXCEEDS 2%ROADWAY2% OR GREATERSPILLWAYFILTER FABRICSANDBAGS ORCONTINUOUS BERM OFEQUIVALENT HEIGHTDIVERSION RIDGESUPPLY WATER TO WASHWHEELS IF NECESSARY2"-3" (50-75mm) COURSEAGGREGATE MIN. 8"(150mm) THICKPLAN VIEWNOTES:1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENTTRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAYREQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TOTRAP SEDIMENT.2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLICRIGHT-OF-WAY.3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITHCRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENTBASIN.NOTE:USE SANDBAGS OR OTHERAPPROVED METHODS TOCHANNELIZE RUNOFF TOBASIN AS REQUIREDREVISED 08/01/2014E-003E-003 Silt FenceN.T.S.SILT FENCE DETAILNOTES:1. INSTALL MIRAFI ENVIROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN.2. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TOCONTOURS AS POSSIBLE. THIS INCLUDES ALL FILLED OR UNPROTECTED SLOPESCREATED DURING CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINALPLANS. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE. REMOVE SEDIMENTWHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO BEMAINTAINED UNTIL SLOPES ARE STABILIZED.3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BEOVERLAPPED BY 6", FOLDED AND STAPLED.10'10'2.5'METAL POST4 x 4 WOODPOST SPACING212 X 212 WOOD36" MIN.12" MIN.POST2"8"FILTER FABRIC TO BEMIRAFI 100X OR APPROVEDEQUALFILTER FABRIC TO BECLIPPED, BACKFILLED ANDTAMPED 8" BELOW GRADESTEEL OR WOOD STAKES(SEE CHART AT RIGHT)REVISED 08/01/2014E-005E-005 StockpileTEMPORARY STOCKPILE DETAILN.T.S.TEMPORARY SEEDING & MULCHOR NETTINGSILT FENCE OR HAYBALES INSTALLED ONDOWN GRADIENT SIDEREVISED 08/01/2014E-007E-007 Infilt SectSILT FENCE CONSTRUCTION DETAILN.T.S.2. ATTACH SILT FENCEAND EXTEND IT TOTHE TRENCH.3. STAPLE THE SILTFENCING TO THEEND POSTS.BACKFILL TRENCH.1. SET POSTS AND EXCAVATE A 4"X8" TRENCH, SET POST DOWNSLOPE.ANGLE 10°UPSLOPE FORSTABILITY ANDSELF CLEANINGPOSTSSILTFENCE100°12"MIN.8"COMPACTEDBACKFILLIntroductionThis project is subject to the terms and conditions of the authorization from the State of Vermont todischarge construction related storm water runoff.Coverage under the State Construction General Permit 3-9020 is required for any constructionactivity that disturbs 1 or more acres of land, or is part of a larger development plan that will disturb1 or more acres.This project has been deemed to qualify as a Low Risk Site which is subject to the erosionprevention and sediment control (EPSC) standards set for in the State of Vermont'sLow Risk Site Handbook for Erosion Prevention and Sediment ControlThe following narrative and implementation requirements represent the minimum standard forwhich this site is required to be maintained as regulated by the State of Vermont.Any best management practices (BMP's) depicted on the project's EPSC Site plan which go beyondthe Handbook requirements are considered to be integral to the management of the site andrepresent components of the municipal EPSC approval for the project which shall be implemented.The EPSC plan depicts one snap shot in time of the site. All construction sites are fluid in their dayto day exposures and risks as it relates to minimizing sediment loss from the site. It is theresponsibility of the Contractor to implement the necessary BMP's to comply with the LowRisk Handbook standards outlined on this sheet based on the interim site disturbanceconditions which may or may not be shown on the EPSC Site Plan.Specific BMP's which are critical to allowing the project to be considered a Low Risk site include theitems checked below:xLimit the amount of disturbed earth to two acres or less at any one time.xThere shall be a maximum of 7 consecutive days of disturbed earth exposure in any locationbefore temporary or final stabilization is implemented.1.Demarcate Limits of DisturbancePurpose:Delineating the site will help to: limit the area of disturbance to only what is necessary forconstruction, prevent unauthorized disturbance, preserve existing vegetation, and limit erosionpotential on the site.Requirement:You must physically mark the limits of construction activity using one of the methods describedbelow.How to comply:Before initiating any earth disturbing activities, install a perimeter fence, orange barrier tape, orflagging on stakes or trees to physically demarcate the approved limits of earth disturbance.2.Pollution PreventionPurpose:Many construction sites require storage of chemicals and materials that have detrimental effects ifreleased into our waterways. A storage plan for these potential pollution sources as well as a spillprevention and clean up plan are required to mitigate these risks.Requirement:Design, install, implement, and maintain effective pollution prevention measures to minimize thedischarge of pollutants. At a minimum, such measures must be designed, installed, implementedand maintained in accordance with the following requirements.How to comply:1. Minimize the exposure of the following to precipitation and to stormwater: building materials,building products, construction wastes, trash, landscape materials, fertilizers, pesticides,herbicides, detergents, sanitary waste, and other materials present on the site.2. Minimization of exposure is not required in cases where the exposure to precipitation and tostormwater will not result in a discharge of pollutants, or where exposure of a specific materialor product poses little risk of stormwater contamination (such as final products and materialsintended for outdoor use).3.Limit Concurrent Earth DisturbancePurpose:Limit the amount of soil exposed at one time to reduce the potential erosion on the constructionsite.Requirement:The maximum area of concurrent earth disturbance is specified on the site's written authorizationto discharge. Earth disturbance at any one time cannot exceed the maximum concurrentdisturbance identified in the authorization. Areas that are at final stabilization ornthat have beentemporarily stabilized in accordance with Section 4 of this handbook, are not counted toward themaximum concurrent disturbance area.How to comply:Plan ahead and phase the construction activities to ensure that no more than the permittedmaximum concurrent acreage is disturbed and unstabilized at one time. Be sure to properlystabilize exposed soil using one of the methods introduced in Section 4 of this handbook beforebeginning work in a new section of the site.4.Site StabilizationPurpose:Seeding and mulching, applying erosion control matting, and hydroseeding are all methods totemporarily stabilize exposed soil and prevent soil erosion prior to vegetative growth. Mulches andmatting protect the soil surface while grass is establishing. Areas of earth disturbance may also bestabilized with stone, such as rip-rap or gravel, or other impervious surfaces such as pavement andconcrete.Requirements for Temporary Stabilization:All areas of earth disturbance must have temporary or final stabilization within 14 days of initialdisturbance, as stated in the project authorization. After this time, disturbed areas must betemporarily stabilized or permanently stabilized in advance of any runoff producing event. A runoffproducing event is an event that produces runoff from the construction site.The following exception applies:Temporary stabilization is not required if the work is occurring in a self-contained excavation (i.e.no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches),provided any dewatering, if necessary, is conducted in accordance with Part 13.How to comply:As required by the authorization, temporary stabilization for areas of earth disturbance shall becompleted utilizing one or more of the methods below:Straw MulchMulching RatesApril 16 - Oct. 14 -- Straw: 1 inch deep (1-2 bales/1,000 s.f.)Oct. 15 - April 15 -- Straw: 2 inch deep (2-4 bales/1,000 s.f.)*seed may also be incorporatedWood Chip Mulch or Stump GrindingsCover entire area with 2-7 inches or more of wood chip mulch or stump grindings.HydroseedAs per manufacturer's instructions. Must include mulch component. Not acceptable stabilization forwinter construction period.Requirements for Dust Control:Construction roads, access points, and other disturbed areas subject to surface dust movementand dust blowing during dry periods where off-site damage may occur if dust is not controlled shallbe sprayed with water to prevent dust mobilization. Chemical applications, including the use ofchloride, shall not be applied without written approval from the VT DEC.Requirements for Final Stabilization:All areas of disturbance must have permanent stabilization within 48 hours of reaching final grade.Bring the site or sections of the site to final grade as soon as possible after construction iscompleted. This will reduce the need for additional sediment and erosion control measures and willreduce the total disturbed area. Prepare bare soil for seeding by grading the top 4 to 6 inches ofsoil and removing any large rocks or debris, and apply seed per suppliers specifications.5.Stabilized Construction AccessPurpose:A stabilized construction access helps remove mud and sediment from vehicles and equipment toprevent tracking onto streets.Requirements:If there will be any vehicle or equipment traffic off of the construction site, you must install astabilized construction access at the start of construction.How to install:Rock Size: Use a mix of 1 to 4 inch stoneDepth: 8 inches minimumWidth: 12 feet minimum, flared at road for vehicle turningLength: 40 feet minimum (or length of driveway for residential projects, if shorter)Geotextile: Place filter cloth under entire stone bedMaintenance:Redress with clean stone or scarify to open voids as required to keep sediment from tracking ontothe street.xWhere sediment has been tracked-out from your site onto paved roads, sidewalks, or otherpaved areas outside of your site, remove the deposited sediment by the end of the samebusiness day in which the track-out occurs or by the end of the next business day if track-outoccurs on a non-business day.xRemove the track-out by sweeping, shoveling, or vacuuming these surfaces, or by using othersimilarly effective means of sediment removal.xYou are prohibited from hosing or sweeping tracked out sediment into any stormwaterconveyance, storm drain inlet, or water of the state.6.Divert Upland RunoffPurpose:Diversion berms intercept stormwater runoff contributing from above the construction site anddirect it around the disturbed area. This prevents offsite runoff from entering the construction site,thus reducing the potential for erosion and reducing the drainage area contributing to the site.Requirements:If stormwater runoff contributes to the construction site from upslope areas and the site meets thefollowing two conditions, you are required to first install a diversion berm and stabilized swalebefore disturbing any additional soil.1. One or more acres of soil will be disturbed at any one time.2. Average slope of the disturbed area is 20% or steeper.*Diversion Berm installation:1. Construct berm to the minimum specification above.2. Compact the berm with a shovel or earth-moving equipment.3. Seed and mulch berm or cover with erosion control matting immediately after installation.4. Stabilize the flow channel with seed and mulch or erosion control matting. Line thechannel with 4 inch stone if the channel slope is greater than 20%.5. Ensure the berm drains to an outlet stabilized with ripra p. Ensure that there is no erosionat the outlet.6. The diversion berm shall remain in place until the disturbed areas are completelystabilized.7.Install Perimeter ControlsPurpose:Silt Fence and Erosion Control Berms intercept runoff and allow suspended sediment to settle orfilter out. Filter Socks and Straw Wattles also filter construction runoff and are acceptable for use inspecific situations. Silt Fence, Erosion Control Berms, Filter Socks and Straw Wattles are allacceptable perimeter controls based on site specific conditions. Permittee(s) must ensure theright practice is selected for erosion prevention and sediment control.Requirements:Perimeter controls must be installed:xOn the downhill side of the construction activitiesxBetween any ditch, swale, storm drain, or surface water and the disturbed soilxPerimeter controls not labeled as biodegradable shall be removed once the drainage area hasreached final stabilizationHow to Comply:Select and install a perimeter control from the following options: Silt Fence, Erosion ControlBerms, Filter Socks, or Straw Wattles.Where to place:xPlace perimeter controls on the downhill side of disturbed soil. If space is available, placeperimeter control 10 ft from the bottom of the slope, otherwise place along the contour atthe bottom of the slope.xEnsure the perimeter control catches all runoff from distrubed soil.xMaximum drainage area is¼ acre for 100 feet of silt fence and erosion control berm.xInstall perimeter controls across the slope (not up and down slope)xInstall multiplerows of perimeter control on long slopes to intercept flow.xDo not install perimeter controls across ditches, channels, or streams.xMaximum slope length (in feet) above a filter sock or straw wattleSilt FenceA temporary barrier of geotextile fabric installed on the contours across a project site to interceptsediment laden runoff from small drainage areas of disturbed soil.Silt Fence Installation:xDig a trench 6 inches deep across the slopexUnroll silt fence along the trenchxEnsure stakes are on the downhill side of the fencexJoin fencing by rolling the end stakes togetherxDrive stakes in against downhill side of trenchxDrive stakes until 16 inches of fabric is in trenchxPush fabric into trench; spread along bottomxFill trench with soil and pack downxGravel can be used to create ground contact with filter fabric when bedrock, ledge, or nearbytree roots do not allow for trenching. (A secondary perimeter control can be effective in theselocations as well.)Silt Fence Maintenance:Remove accumulated sediment before it is halfway up the fence. Ensure that silt fence is trenchedin ground and there are no gaps. Replace any silt fence that is torn, ripped, or otherwise damagedthat8.Storm Inlet ProtectionPurpose:Existing or new storm inlets on construction sites constitute a site perimeter and must be protectedfrom sediment laden runoff. The practices below allow stormwater to settle and filter through thepractice and not bypass the in let entirely.Requirements:Stormwater inlets shall be 4 inches above grade or an acceptable inlet control/protection should beinstalled.Inlet Protection Installation:Proprietary Inlet Protection:Shall provide for storage and removal of sediment and be sized appropriately for the drainagearea, while allowing stormwater to filter through. These may be used if installed and maintained inaccordance with the manufacturer's specifications.Stone and Block Inlet Protection:Concrete blocks placed around an inlet with a circle of filtering stone sloped against the blocks.Filter Fabric and Stone Inlet Protection:Vertical filter fabric installed around drop inlet with stone around fabric for stormwater filtering andcreating ground contact with filter fabric. Alternatively, fabric may be buried below ground.9.Water BarsPurpose:Some sites may benefit from the use of water bars on the construction site. When installed thesemay capture and redirect runoff to a stable low gradient location. Water bars limit the erosivevelocity of water by diverting surface runoff at pre-designed intervals.Requirements:These can be constructed per the following detail, with side slopes no steeper than 4:1 wherevehicles cross with a minimum design height of 12 inches, measured from channel bottom to ridgetop.Water Bar installation:Water bars should have stable outlets, either natural or constructed. The spacing should followTable 1:10.Slow Down Channelized RunoffPurpose:Stone check dams reduce erosion in drainage channels by slowing down the stormwater flow.Requirements:If there is a concentrated flow(e.g. in a ditch or channel) of stormwater on your site, then you arerequired to install stone check dams. Hay bales and silt fence must not be used as check dams.Check Dam installation:Height: No greater than 2 feet. Center of dam should be 9 inches lower than the side elevationSide slopes: 2:1 or flatter (see p.63 for slope calculation)Stone size: Use a mixture of 2 to 9 inch stone; the larger stone should act as armoring, while thesmaller stone helps to filter the channelized runoff. The small stone should be placed primarily inthe interior of the check dam and the large stone should be placed in an armoring layer on theoutside.Width: Dams should span the width of the channel and extend up the sides of the banksSpacing: Space the dams so that the bottom (toe) of the upstream dam is at the elevation ofthe top (crest) of the downstream dam. This spacing is equal to the height of the check damdivided by the channel slope.Check Dam Maintenance:Correct all observed damage immediately after every ru naff event.Remove all sediment accumulated behind the check dams and dispose of in an upland location.If significant erosion is observed between check dams, the channel shall be stone lined.Rock Outlet Protection:Waterways or outlets with concentrated stormwater runoff shall be stabilized with riprap, proprietarystabilization product or permanent material. This additional stabilization is applicable in areaswhere the channel slope and velocity or soil type require additional stabilization. All outlets fromconcentrated stormwater flows will require a stabilized bed. Stone shall be sized so it is notmobilized during high flows.11.Slope StabilizationPurpose:Surface covering designed to protect and stabilize an area prone to erosion where seeding andmulching may be inadequate, generally slopes 3:1 or greater. The erosion potential may be duesolely to slope angle; however,a more gradual slope and poor soil structure can also require additional stabilization.Requirements for Temporary Stabilization:Use of one of the listed slope protection practices below on slopes 3:1 and greater or as needed onflatter slopes based on soil type.Riprap: A layer of stone designed to protect and stabilize areas subject to erosion.Rolled ErosionControl Product:A preformed protective blanket of straw or other plant residue, formed into a mat, with a supportingmesh framework on one or both sides. This mesh cannot be made of a material with welded joints.Erosion Control Matting:Install per manufacturer's instructions.12.Winter Construction Requirements: October 15 - April 15Purpose:'Winter construction' as discussed here, describes the period from October 15 through April 15,when erosion prevention and sediment control is significantly more difficult. There are specificrequirements for sites that conduct earth disturbance during the defined Winter ConstructionPeriod and for sites where disturbed areas have not reached final stabilization by October 15.Rains in late fall, thaws throughout the winter, and spring melt and rains can produce significantflows over frozen and saturated ground, greatly increasing the potentialfor erosion. A construction site can be managed to anticipate these conditions to prevent erosionand thus minimize the risk to water quality during this time period.Requirements for Winter Shutdown:For projects or areas of a site that will have completed earth disturbance activities prior to thewinter construction period (October 15 through April 15), the following requirements must beadhered to:1. For areas to be stabilized for the winter through the establishment of vegetation, seeding andmulching shall be completed no later than September 15 to ensure adequate growth and coverbefore the start of the winter period.2. If seeding is not completed by September 15, additional non-vegetative protection must beused to stabilize the site for the winter period. Areas of disturbance not seeded and mulched bySeptember 15 are required to temporarily stabilize by one of the following methods:Implement Rolled Erosion Control Products (i.e. matting) over the areas of earth disturbance.Apply a 2" mulch layer to areas of earth disturbance, equivalent to double the standard rate.Mulch should be tracked in open areas vulnerable to wind.Seeding with winter rye is recommended to allow for early germination during wet springconditions.Requirements for Winter ConstructionIf construction activities involving earth disturbance continue into the winter construction period,the following requirements apply:1. Enlarged access points, stabilized to provide for snow stockpiling.2. Snow shall be managed with adequate storage and control of meltwater, requiring clearedsnow to be stored down slope of all areas of disturbance and out of stormwater treatmentstructures.3. For areas of disturbance within 100 ft of a waterbody, the following must be installed acrossthe slope, down gradient of the earth disturbance: a combination of one practice from group Aplaced in front of a practice from group B, or two group B practices, or a single row of ReinforcedSilt Fence4. Drainage structures must be kept open and free of snow and ice dams.5. Silt fence and other practices requiring earth disturbance must be installed ahead of frozenground.6. Mulch used for temporary stabilization must be applied at a minimum of 2 inches with an80-90% cover.7. To ensure cover of disturbed soil in advance of a precipitation or melt event, areas ofdisturbed soil must be stabilized prior to any runoff producing event.Stabilization is not required if the work is occuring in a self-contained excavation (i.e. no outlet)with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches), providedany dewatering, if necessary, is conducted in accordance with Part 13.8. Prior to stabilization, snow or ice must be removed to the extent practicable.9. Use stone to stabilize areas such as the perimeter of buildings under construction or whereconstruction vehicle traffic is anticipated. Stone paths shouldbe sufficient width to accommodate vehicle or equipment traffic.13.Dewatering ActivitiesPurpose:To minimize and prevent discharges of sediment as a result of dewatering activities.Requirements:Stormwater and groundwater from dewatering activities shall be uncontaminated and shall befiltered or passed through a sediment trapping device, or both, and routed in a manner that doesnot result in visually turbid discharges to waters. Pump intake for dewatering must be at or nearthe surface of the ponding area to prevent disturbance of the settled material. Visually turbid watermust not be pumped directly to storm drains or other conveyance that leads to waters withoutimplementing one or more of the practices described below.How to comply:Implement one or more of the following practices when dewatering:Implement sock filters or sediment filter bags on dewatering pump discharge hoses or pipes.Route dewatering pump into silt fence enclosures or into staked hay bale enclosures lined withfabric.Route dewatering pump to vegetated area at least 50 feet from surface waters and at a slope nogreater than 5%. Remove accumulated sediment after the water has dispersed or infiltrated andstabilize the area with seed and mulch as necessary. A sufficient area of vegetation greatlyimproves the efficacy of filtering/settling of turbid water discharged from a dewatering enclosure.14.Concrete WashoutPurpose:Concrete wash water often contains a slurry of heavy metals, can be caustic, and has a high pH.As a result, concrete washwater is not a permitted discharge.Requirements:Concrete washwater and excess washout concrete should go in a lined washout. This washoutshould be accessible to the cement truck and at least 50 feet away from stormwater inlets andsurface water.Concrete Washout Installation:If cement washout is going to occur on site, a lined concrete washout as shown below shall beused onsite. Care should be given to assure that the washout does not overtop during a stormevent. Proprietary lined andcontained concrete washout basins may also be utilized in accordance with manufacturer'sspecifications.Concrete Washout Maintenance:Concrete washout shall be pumped to a concrete truck as necessary, for disposal or reuse at abatch plant. Washout may also be allowed to evaporate/harden for disposal in accordance with allapplicable local, state, and federal regulations.15.Permanent ControlsPermanent stormwater treatment practices are constructed to maintain water quality, preserveexisting water table elevations, prevent downstream flooding, and are often required for a projectunder a Vermont operational stormwater discharge permit applicable to the construction orredevelopment of impervious surfaces.*Permanent Stormwater Treatment Practices (STPs) include infiltration and filtering practices as wellas detention ponds and treatment wetlands. It is critical that infiltration practices do not receiverunoff until the site area has reached final stabilization.The outlet of permanent controls that are used as temporary storage and sediment basins duringconstruction constitutes a potential discharge point and therefore must be managed to minimizeand prevent sediment laden stormwater discharges. These practices will often need to be reshapedto meet the operational design criteria for volumes, grades and geometry once final grading andstabilization has occurred.16.Inspection, Maintenance, and Discharge ReportingSite inspections are required to ensure that all erosion prevention and sediment control practicesare sufficient and functioning properly. Regular inspections and maintenance of practices will helpto reduce costly repairs and minimize the risk to water quality from construction stormwaterdischarges.Requirements:Inspect the site at least once every 7 days and after every rainfall or snowmelt that results instormwater runoff. Perform maintenance to ensure that practices are functioning according to thespecifications outlined in this handbook. In the event of a visibly turbid discharge from theconstruction site, you must take immediate action to inspect and maintain existing erosionprevention and sediment control practices. Additional erosion prevention and sediment controlmeasures must be installed as necessary, including temporary stabilization, to minimize andprevent the discharge of sediment laden stormwater runoff. If after maintaining and supplementingBMPs, a discharge of visibly discolored stormwater from the construction site to surface waterscontinues, the permittee is required to notify DEC within 24 hours.While documentation of a routine inspection is not required, example inspection forms and formsfor required discharge reporting are available at the Stormwater Program website. Permittees shallreview Construction General Permit 3-9020 for all discharge reporting requirements. A copy of theLow Risk Site Handbook shall be kept on-site. Daily inspections are required from October 15through April 15.DSM3 ?$XWR&$''3URMHFWV??/RW1?&$'')LOHV?GZJ?'(7$,/663(&GZJ 30':*7R3')SF
2 14" TYPE I BASECOURSE1 14" TYPE IIISURFACE COURSESEPARATIONGEOTEXTILECOMPACTEDSUBGRADE10'10'6" 2" MINUS BASE12" 5" MINUS CRUSHEDSTONE SUBBASE2%N.T.S.TYPICAL PAVED ROAD SECTION3141CONCRETECURB5.5'5.0'CONCRETESIDEWALKAS SHOWNC4.011/13/2020LOCATION MAP1" = 2000'SITE DETAILSACEDSMMAB01243.17LOCATION MAP1" = 2000'S.D. IRELANDCOMPANIES193 INDUSTRIAL AVENUEWILIISTON, VERMONT 05495Dorset StreetSpear StreetAllen RoadNowlandFarm RoadU.V.M.FarmsSOUTH BURLINGTONSHELBURNESITESOUTH VILLAGECOMMUNITIES,LLCLOT 48NN.T.S.DRIVE CURB CUT DETAILS-007S-007 Curb Cut16'-0" DRIVE CURB CUT (TYP. ) - TO BE FIELD LOCATED6'-0"6'-0"REINFORCE CONCRETECURBING AT DRIVEWAYCUTS112" CURB REVEAL AT CURBCUTSSEE TRANSITIONCURB DETAILBEGINTRANSITIONSLOPESEE CONCRETECURB DETAILSEE ROAD SECTION DETAILREVISED 08/01/2014N.T.S.TRANSITION CURB DETAILS-006S-006 Trans Curb7"6'-0"1"FACE OF CURBEND TRANSITION SLOPEBEGIN TRANSITION SLOPETOP OF CURB (SEE PLANFOR TYPE OF CURB)FINISHED GRADE OF ROADPAVEMENTREVISED 08/01/2014N.T.S.RECREATIONAL PATHEXISTING ROAD1VARIES1/4"/FT.4" TOPSOIL10'-0" REC. PATHVARIES - SEE PLAN2'12" CRUSHEDGRAVEL (FINE)2" TYPE IVBITUMINOUSCONCRETE PAVEMENTSTABILIZATIONFABRIC10%6"NOTES:1. SIDEWALK JOINTS:- CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND END TERMINATIONS OF PAVING AND ATLOCATIONS WHERE PAVING OPERATIONS ARE STOPPED FOR MORE THAN ONE-HALF HOUR UNLESS PAVINGTERMINATES AT ISOLATION JOINTS.- ISOLATION JOINTS: FORM ISOLATION JOINTS OF PREFORMED JOINT-FILLER STRIPS ABUTTING CONCRETECURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, OTHER FIXED OBJECTS, AND WHERE INDICATED.- CONTRACTION JOINTS: FORM WEAKENED-PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREASAS INDICATED. TYPICAL JOINT SPACING IS 5 FEET BUT MAY BE INDICATED DIFFERENTLY ON PLANS FOR WIDERSIDEWALKS OR PLAZA AREAS. CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEASTONE-FOURTH OF THE CONCRETE THICKNESS, CONTRACTION JOINTS MAY BE EITHER GROOVED or SAWEDJOINTS.2. NO DEICER SHALL BE APPLIED TO SIDEWALK UNTIL AT LEAST 30 DAYS OF AIR DRYING TIME HAS OCCURRED.3. LIQUID MEMBRANE-FORMING CURING AND SEALING COMPOUNDS SHALL MEET ASTM C309 or C1315. SEALERSSHALL BE BASED ON SILANE OR SILOXANE TECHNOLOGY FOR BEST SALT AND WATER REPELLENCY FORCONCRETE PAVEMENTS. TWO COATS SHALL BE APPLIED AT RIGHT ANGLES FOR EVEN COVERAGE. INSTALL INCONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS.4. INSTALL POLYURETHANE ELASTOMERIC SEALANT AT ALL SAWED JOINTS.N.T.S.CONCRETE SIDEWALK DETAILS-002S-002 Conc Walk6"6"SIDEWALK WIDTH AS SHOWN ON PLANS8" COMPACTED CRUSHEDGRAVEL (704.05 FINE)5" THICK CONCRETE SIDEWALK(8" THICK AT DRIVEWAY CROSSINGS)UNDISTURBED SOIL ORAPPROVED COMPACTEDGRANULAR FILLREVISED 7/01/20194" MINIMUM TOPSOIL, SEED AND MULCHALL SIDESLOPE- USE EROSION MATTING (WHENREQUIRED) TO ESTABLISH VEGETATIONS-032S-032 STOP BARREVISED 4/30/20196' MINIMUM12' MAXIMUM4'24"4' MIN30' MAX4" WHITE LINEREFLECTORIZED STOP BAREDGE OF TRAVELED WAYEDGE OF SHOULDER50' MAX.6' MIN."STOP" SIGN* THE 'DESIRED STOPPING POINT" IS THE LOCATION BASED ON SITE CONDITIONSTHAT BEST ALLOWS THE STOPPED VEHICLE TO VIEW THE APPROACHING TRAFFICN.T.S.STOP BAR LAYOUTREVISED 3/27/2020S-001aS-001 Curb - no walkN.T.S.CURB DETAILCRUSHED GRAVEL (FINE)DENSE GRADEDSUB-BASE MATERIALNOTES:1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH18" JOINT BETWEEN SECTIONS.2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTEDEVERY 20' AND SHALL BE CONSTRUCTED OF MATERIALCONFORMING TO AASHTO DESIGNATION M-153 (12"SPONGE RUBBER OR CORK).3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALKAND CONCRETE CURB TOP.6"12"9"7"18"12" R.TOP COURSE BITUMINOUSCONCRETE PAVEMENTBASE COURSE BITUMINOUSCONCRETE PAVEMENTPROVIDE 12" MIN. SUBBASEMATERIAL BEHIND CURBAND TO WITHIN 6" OFFINISHED GRADE FORGRASSED SURFACESCONCRETE CURB6"N.T.S.CROSSWALK DETAILS-008S-008 Crosswalk6'-0"AS SHOWN ON PLANS2'-0"2'-0"WHITE THERMOPLASTICREVISED 12/19/2014DSMN.T.S.TYPICAL GRAVEL SURFACE SECTIONS-004S-004 Gravel SecSEPARATION GEOTEXTILECOMPACTED SUBGRADEREVISED 5/08/202031OR ASSHOWNON PLANS4" MINIMUM TOPSOIL, SEED ANDMULCH ALL SIDESLOPE- USE EROSION MATTING (WHENREQUIRED) TO ESTABLISHVEGETATION, PARTICULARLY ONLOW SIDE OF ROADWAY6" CRUSHED GRAVEL - FINEAOT SPECIFICATION 704.0512" DENSE GRADED CRUSHED STONEAOT SPECIFICATION 704.063 ?$XWR&$''3URMHFWV??/RW1?&$'')LOHV?GZJ?'(7$,/663(&GZJ 30':*7R3')SF
6" PVC 35 PERF. UNDERDRAI(HOLES FACING DOWN)31369.6368.624" PLANTING SOIL LAYERSTORMWATER STORAGEVARIES SEE SIDE PLANNOTES:1. BIORETENTION SOIL SHALL NOT BE COMPACTEDDURING BACKFILL. AFTER BACKFILL OF ENTIREPLANTING BED, PRIOR TO PLANTING AND MULCHPLACEMENT, THE SYSTEM SHALL BE FILLEDWITH WATER TO CONSOLIDATE SOIL MATERIAL.ADD ADDITIONAL PLANTING MIX AND RESHAPEAS NECESSARY TO ACHIEVE FINISHED GRADE.2. CONTRIBUTING SITE AREA MUST BE FULLYSTABILIZED AND DENSE AND VIGOROUSVEGETATIVE COVER MUST BE ESTABLISHEDWITHIN BIORETENTION AREA PRIOR TODIRECTING RUNOFF TO THE SYSTEM. 112" WASHED STONE (8" THICK)EXISTING SUBGRADE OR SUITABLE FILL ORONSITE MATERIAL AS APPROVED BY ENGINEERSEE LANDSCAPE PLANSFOR PLANTING DETAILSPLANTING SOIL NOTES:odŚĞϮϰ͟ƉůĂŶƚŝŶŐŵŝdžƐŚĂůůĐŽŶƐŝƐƚŽĨĂŵŝdžŽĨŽƌŐĂŶŝĐŵĂƚƚĞƌĂŶĚh^ƐĂŶĚƚŽůŽĂŵLJƐĂŶĚĐůĂƐƐŝĨŝĐĂƚŝŽŶĂŶĚŐĞŶĞƌĂůůLJŵĞĞƚƚŚĞĨŽůůŽǁŝŶŐŐƌĂĚĂƚŝŽŶ͗ƐĂŶĚϴϱͲϵϱй͕ǁŝƚŚŶŽŵŽƌĞƚŚĂŶϮϱйŽĨƚŚĞƐĂŶĚĂƐĨŝŶĞŽƌǀĞƌLJĨŝŶĞƐĂŶĚƐ͕ŶŽŵŽƌĞƚŚĂŶϭϱйƐŝůƚĂŶĚĐůĂLJ͕ǁŝƚŚϮϱйĐůĂLJĐŽŶƚĞŶƚ͕ďLJǁĞŝŐŚƚ͘/ĨŽƌŐĂŶŝĐŵĂƚƚĞƌŝŶƚŚĞĨŽƌŵŽĨĐŽŵƉŽƐƚŝƐŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŽƚŚĞƵƉƉĞƌŵĞĚŝĂůĂLJĞƌŝƚƐŚĂůůĐŽŵƉƌŝƐĞŶŽŵŽƌĞƚŚĂŶϯй͘/ĨƚŚĞŽƌŐĂŶŝĐŵĂƚƚĞƌĐŽŶƐŝƐƚƐŽĨĂŵĂƚĞƌŝĂůŽƚŚĞƌƚŚĂŶĐŽŵƉŽƐƚ͕ƐƵĐŚĂƐƉĞĂƚ͕ŝƚƐŚĂůůĐŽŵƉƌŝƐĞŶŽŵŽƌĞƚŚĂŶϱйŽĨƚŚĞƵƉƉĞƌŵĞĚŝĂůĂLJĞƌ͘ůƚĞƌŶĂƚŝǀĞůLJ͕ƚŚĞƵƉƉĞƌŵĞĚŝĂůĂLJĞƌŵĂLJďĞĨƌĞĞŽĨŽƌŐĂŶŝĐŵĂƚƚĞƌƚŚĂƚŝƐĚŝƌĞĐƚůLJŵŝdžĞĚǁŝƚŚƚŚĞƐĂŶĚĂŶĚĐŽŵƉŽƐƚŽƌŽƌŐĂŶŝĐŵĂƚƚĞƌŵĂLJďĞůŝŵŝƚĞĚƚŽƐƉĞĐŝĨŝĐƉůĂŶƚŝŶŐůŽĐĂƚŝŽŶƐŽƌĂƚƚŚĞďĂƐĞŽĨŝŶĚŝǀŝĚƵĂůƉůĂŶƚƐ;ƐŝĚĞͲĚƌĞƐƐŝŶŐͿ͘dŚĞŽǀĞƌĂůůƐŽŝůŵĞĚŝĂĂƐŵŝdžĞĚƐŚĂůůďĞůŽǁŝŶƉŚŽƐƉŚŽƌƵƐ;ϰ͘ϬŵŐͬŬŐůŝŵŝƚĨŽƌĂǀĂŝůĂďůĞƉŚŽƐƉŚŽƌƵƐͿ͘o^ŽŝůŵĞĚŝĂƐŚĂůůďĞƚĞƐƚĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚŽŶĞŽĨƚŚĞƚĞƐƚŝŶŐŽƉƚŝŽŶƐŝĚĞŶƚŝĨŝĞĚďĞůŽǁ͗KƉƚŝŽŶϭ͗dĞƐƚƚŚĞŽŵƉŽƐƚKŶůLJ͗hƚŝůŝnjĞůŽǁͲƉŚŽƐƉŚŽƌƵƐĐŽŵƉŽƐƚŚĂǀŝŶŐůĞƐƐƚŚĂŶϬ͘ϮйdŽƚĂůWŚŽƐƉŚŽƌƵƐ;dWͿ͕ƵŶĚĞƌƐƚĂŶĚŝŶŐƚŚĞĐŽŵƉŽƐƚŵĂLJŽŶůLJĐŽŵƉƌŝƐĞϯйŽĨƚŚĞŽǀĞƌĂůůďŝŽƌĞƚĞŶƚŝŽŶƐŽŝůŵĞĚŝĂ͘dŚĞƌĞĐŽŵŵĞŶĚĞĚƚĞƐƚƚŽďĞƉĞƌĨŽƌŵĞĚŽŶƚŚĞĐŽŵƉŽƐƚŝƐĂĚŝŐĞƐƚŝŽŶŵĞƚŚŽĚ͕ WϯϬϱϬŽƌϯϬϱϭŽƌƐŝŵŝůĂƌŵĞƚŚŽĚ͕ĨŽůůŽǁĞĚďLJWĂŶĂůLJƐŝƐ͘dŚŝƐƚĞƐƚĨŽƌΖƚŽƚĂůΖWŝŶĐŽŵƉŽƐƚŝƐĂǀĂŝůĂďůĞƚŚƌŽƵŐŚƚŚĞhŶŝǀĞƌƐŝƚLJŽĨsĞƌŵŽŶƚŐƌŝĐƵůƚƵƌĂůĂŶĚ ŶǀŝƌŽŶŵĞŶƚĂůdĞƐƚŝŶŐ>ĂďĂŶĚŵĂLJďĞĂǀĂŝůĂďůĞƚŚƌŽƵŐŚƉƌŝǀĂƚĞůĂďŽƌĂƚŽƌŝĞƐ͘KƉƚŝŽŶϮ͗dĞƐƚŝŶŐƚŚĞŝŽƌĞƚĞŶƚŝŽŶ^ŽŝůDĞĚŝĂŽƌ'ƌĂǀĞůtĞƚůĂŶĚ^Žŝů͗&ŽƵƌ;ϰ͘ϬͿŵŐͬŬŐŝƐƚŚĞůŝŵŝƚĨŽƌĂǀĂŝůĂďůĞƉŚŽƐƉŚŽƌƵƐ͕ŝŶƚŚĞďŝŽƌĞƚĞŶƚŝŽŶƐŽŝůŵĞĚŝĂŽƌŐƌĂǀĞůǁĞƚůĂŶĚƐŽŝů͕ďĂƐĞĚŽŶƚŚĞDŽĚŝĨŝĞĚDŽƌŐĂŶΖƐƐŽŝůƚĞƐƚ͘dŚŝƐƚĞƐƚŝƐĂǀĂŝůĂďůĞƚŚƌŽƵŐŚƚŚĞhŶŝǀĞƌƐŝƚLJŽĨsĞƌŵŽŶƚŐƌŝĐƵůƚƵƌĂůĂŶĚ ŶǀŝƌŽŶŵĞŶƚĂůdĞƐƚŝŶŐ>ĂďĂŶĚŵĂLJďĞĂǀĂŝůĂďůĞƚŚƌŽƵŐŚƉƌŝǀĂƚĞůĂďŽƌĂƚŽƌŝĞƐ͘dŚĞDŽƌŐĂŶΖƐƐŽŝůƚĞƐƚ͕ĂǀĂŝůĂďůĞŝŶEĞǁzŽƌŬ͕ǁŝůůĂůƐŽƐƵĨĨŝĐĞ͘KƚŚĞƌƐŽŝůƚĞƐƚƐ͕ƐƵĐŚĂƐDĞŚůŝĐŚͲϯ͕ƌĂLJĂŶĚKůƐĞŶĂƌĞŶŽƚĐŽŶƐŝĚĞƌĞĚƚŽďĞĂĐĐĞƉƚĂďůĞŵĞƚŚŽĚƐĨŽƌƚŚŝƐĚĞƚĞƌŵŝŶĂƚŝŽŶ͘AS SHOWNC4.111/13/2020LOCATION MAP1" = 2000'UTILITY DETAILSACEDSMMAB01243.17LOCATION MAP1" = 2000'S.D. IRELANDCOMPANIES193 INDUSTRIAL AVENUEWILIISTON, VERMONT 05495Dorset StreetSpear StreetAllen RoadNowlandFarm RoadU.V.M.FarmsSOUTH BURLINGTONSHELBURNESITESOUTH VILLAGECOMMUNITIES,LLCLOT 48NN.T.S.TYPICAL CATCH BASIN @ CURBREVISED 6/7/2019ST-002ST-002 Typ CB(SIMILAR WITHOUT CURB)PRECAST MANHOLE STRUCTURESSHALL CONFORM TO ASTM SPEC.C478 (LATEST EDITION)18"SUMPOUTLET PIPE(SEE SPECS/PLAN FOR TYPE & SIZE)12"MAX.24"x24"48" MIN.SEE PLANS6" MIN. CRUSHED GRAVELADJUST TO GRADE w/CONCRETE RISERSBITUMINOUS CONCRETEPAVEMENT (14" / FT. SLOPEMIN.)SET FRAME ON FULLMORTAR BEDLEBARON LK120 (LK120A FOR DESIGN GRADES >5%)C.I. GRATE w/ 3 FLANGED FRAME (OR APPROVEDEQUAL). RIM TO BE SET 1" BELOW NORMAL CROSSSECTION ELEV.)HIGH STRENGTHNON-SHRINK GROUTCONCRETE CURBPRECAST CONCRETE w/MONOLITHIC BASEWATERTIGHT JOINT USING1" MIN. WIDTH FLEXIBLEGASKET (SEAL EXTERIORJOINTS AND LIFT HOLES w/NON-SHRINK GROUT)CAST IN PLACE FLEXIBLESLEEVES OR APPROVEDEQUAL (TYP. ALL PIPES)NOTES:N.T.S.TYPICAL STORM TRENCHREVISED 12/08/2016ST-003D+2'ST-003 Storm TrenchPAVED6"6"COVER PER PLANAPPROVED BACKFILLTHOROUGHLY COMPACTEDIN 8" LIFTSSTORM LINE, SEE PLANFOR TYPE AND SIZEPIPE BEDDINGUNDISTURBED SOILOR ROCKTOPSOIL, RAKE,SEED & MULCHUNPAVED1. COMPACTION OF BACKFILL AND BEDDING SHALL BE AMINIMUM OF 90% (95% UNDER ROADWAY SURFACES) OFMAXIMUM DRY DENSITY DETERMINED IN THE STANDARDPROCTOR TEST (ASTM D698).2. BEDDING MATERIAL SHALL NOT BE PLACED ON FROZENSUBGRADE.3. APPROVED BACKFILL SHALL NOT CONTAIN ANY STONES MORETHAN 12" IN LARGEST DIMENSION (6" IN ROADWAYS, 1 1/2""MAXIMUM DIAMETER WITHIN 24" OF THE OUTSIDE OF THEPIPE), OR CONTAIN ANY FROZEN, WET, OR ORGANIC MATERIAL.4. TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TOPLACING OF PIPE BEDDING MATERIAL AND KEPTDEWATERED DURING INSTALLATION OF PIPE AND BACKFILL.5. IN TRENCHES WITH UNSTABLE MATERIALS OR HIGH WATERTABLE, TRENCH BOTTOM SHALL FIRST BE STABILIZED BYPLACEMENT OF FILTER FABRIC THEN CRUSHED STONE (3/4"MAXIMUM).6. THE SIDES OF TRENCHES 4' OR MORE IN DEPTH ENTERED BYPERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OFREPOSE AS DEFINED BY O.S.H.A. STANDARDS.7. BEDDING MATERIAL SHALL CONSIST OF CRUSHED STONE,GRAVEL, OR SAND WITH A MAXIMUM SIZE OF 34". SUBMIT ASAMPLE TO THE ENGINEER FOR APPROVAL.DN.T.S.FOUNDATION DRAINREVISED 11/10/2014ST-0204" SDR 35 PERF. PVC3/4" WASHED STONEWRAPPED W/ DRAINAGEFABRIC. COORDINATEDRAINAGE W/ ARCH.STRUCTURAL DETAIL±6"TOP OF FTG.ELEV. (SEE PLAN)GRANULAR BACKFILL(TYP.)GROUND LINE (SLOPEAWAY FROM BUILD.)FIN. SLAB EL.(SEE PLAN)ST-020 Foundation DrainN.T.S.UNDERDRAIN CLEANOUT DETAILREVISED 08/01/2014ST-010ST-010 UD CO6" PERF. HDPEFLOWGRASSPAVEMENT45° WYECONCRETE CRADLE w/ 3 MILPOLYETHYLENE PLACEDBETWEEN PIPE & CONCRETE6"x4" REDUCER4" PVC SDR 35CAST IRON VALVE BOXTOP SECTION w/ COVERMARKED 'STORM'THREADED SDR 35PLUG w/ COUNTERSUNK SCREWCLEANOUT BOXINDEPENDANTOF PIPEN.T.S.ELECTRICAL TRENCH - SECONDARYREVISED 08/01/2014M-008M-008 Elec Trench Secondary24" MIN.24" MIN.12" MIN.APPROVED BACKFILLTHOROUGHLY COMPACTEDIN 8" LIFTSELECTRICAL CABLE MARKINGTAPE SHALL BE PLACED 8" TO12" BELOW FINISH GRADETELEPHONECABLEMIN. 4" SAND OR FINEGRAVEL ON ALL SIDESOF CONDUITELECTRICAL CONDUITN.T.S.TYPICAL BIORETENTION AREAPLANTING SOIL NOTESDSM3 ?$XWR&$''3URMHFWV??/RW1?&$'')LOHV?GZJ?'(7$,/663(&GZJ 30':*7R3')SF
AS SHOWNC4.211/13/2020LOCATION MAP1" = 2000'UTILITY DETAILSACEDSMMAB01243.17LOCATION MAP1" = 2000'S.D. IRELANDCOMPANIES193 INDUSTRIAL AVENUEWILIISTON, VERMONT 05495Dorset StreetSpear StreetAllen RoadNowlandFarm RoadU.V.M.FarmsSOUTH BURLINGTONSHELBURNESITESOUTH VILLAGECOMMUNITIES,LLCLOT 48NNOTES:PAVEDN.T.S.DD+2'6"6"TYPICAL SEWER TRENCH DETAIL5'-0" MIN. COVER (PLOWED AREAS)4'-0" MIN. COVER (TYPICAL)6"1. COMPACTION OF BACKFILL AND BEDDING SHALL BE AMINIMUM OF 90% (95% UNDER ROADWAY SURFACES) OFMAXIMUM DRY DENSITY DETERMINED IN THE STANDARDPROCTOR TEST (ASTM D698).2. BEDDING MATERIAL SHALL NOT BE PLACED ON FROZENSUBGRADE.3. APPROVED BACKFILL SHALL NOT CONTAIN ANY STONES MORETHAN 12" IN LARGEST DIMENSION (6" IN ROADWAYS, 1 1/2""MAXIMUM DIAMETER WITHIN 24" OF THE OUTSIDE OF THEPIPE), OR CONTAIN ANY FROZEN, WET, OR ORGANIC MATERIAL.4. TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TOPLACING OF PIPE BEDDING MATERIAL AND KEPTDEWATERED DURING INSTALLATION OF PIPE AND BACKFILL.5. IN TRENCHES WITH UNSTABLE MATERIALS OR HIGH WATERTABLE, TRENCH BOTTOM SHALL FIRST BE STABILIZED BYPLACEMENT OF FILTER FABRIC THEN CRUSHED STONE (3/4"MAXIMUM).6. THE SIDES OF TRENCHES 4' OR MORE IN DEPTH ENTERED BYPERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OFREPOSE AS DEFINED BY O.S.H.A. STANDARDS.7. BEDDING MATERIAL FOR WASTEWATER LINES SHALL CONSISTOF CRUSHED STONE, GRAVEL, OR SAND WITH A MAXIMUM SIZEOF 34". SUBMIT A SAMPLE TO THE ENGINEER FOR APPROVAL.8. ALL JOINTS TO BE INSPECTED BY OWNER/ENGINEER/TOWNPRIOR TO BACKFILL.APPROVED BACKFILLTHOROUGHLY COMPACTEDIN 8" LIFTS2" RIGID INSULATION WHENDEPTH OF PIPING IS LESSTHAN MINIMUM NOTED4" WIDE MAGNETIC"SEWER" TAPE INSTALLEDAPPROX. 2' BELOW SURFACESEWER LINE, SEE PLANFOR TYPE AND SIZEPIPE BEDDINGUNDISTURBED SOILOR ROCKTOPSOIL, RAKE,SEED & MULCHUNPAVEDREVISED 12/08/2016SWR-001SWR-001 Trench(SEE SITE PLAN)5'-0" MIN. COVER OVER FORCE MAINSN.T.S.SEWER SERVICE CONNECTIONREVISED 08/01/2014SWR-002PLANELEVATIONFLOWUSE 4"x8' PVC PIPE TO MARKLOCATION AND DEPTH OFSERVICE CONNECTION. EXTENDFROM PLUG TO 6" MIN. ABOVEFINISH GRADE.PROPERTY LINEOR EASEMENTBOUNDARY- CONTRACTOR TO PROVIDE 3 LOCATION TIES TOEND OF LATERAL TO BE INCLUDED ON "AS-BUILT"DRAWINGS. (IF CONSTRUCTION IS NOTCONCURRENT WITH LATERAL)- SEE TYPICAL TRENCH FOR BEDDING ANDBACKFILL REQUIREMENTS.4" 22 12° OR 45° ELBOWROTATED AS REQUIREDSEWER MAINSEWER MAIN45° WYE4" 22 12° OR 45° ELBOWROTATED AS REQUIRED4" MIN. SDR 35 PVC SEWERSERVICE, CONTINUE AS PERPLAN AND INSTALL PVCCAP. SEE SITE PLAN FORSLOPE AND ELEVATIONS(MIN. SLOPE = 1/4" PER FT.)SWR-002 Service ConNOTES:1. INTERIOR JOINTS SHALL NOT BE GROUTED.2. IF DEPTH OF MANHOLE IS 7' OR LESS FROM RIM TO CENTERLINE INVERT, THEN A FLATTOP SHOULD BE SUBSTITUTED FOR THE CONE SECTION.3. CENTERLINE INVERT ELEVATION IF SHOWN ON THE PLAN IS THE AVERAGE INVERT INTHE MANHOLE. THE INLET IN SHALL BE 0.05 FEET HIGHER AND THE INLET OUT SHALLBE 0.05 FEET LOWER.4. PRECAST RISER AND BASES FOR MANHOLES SHALL CONFORM TO ASTM SPEC C-478.2'-0" MIN. RADIUSN.T.S.TYPICAL SANITARY SEWER MANHOLEREVISED 1/29/2015SWR-004SLOPESLOPE90° MAX.PLANFINISH GRADEOPENINGASREQUIRED48"1" RISEELEVATIONSECTIONBARREL4"8"BASE AS REQ'D.CONE SECTIOND/2 MAX.0.6DDMANHOLE WALLMANHOLE OPENINGABOVE24" LEBARON FRAME & COVER LC266TYPE C OR EQUAL, ADJUST TO MEETFINISH GRADE AFTERPAVEMENT BASE COURSE HASBEEN INSTALLED.SET FRAME ON FULL MORTAR BED & SEALJOINT (VERIFY WITH MUNICIPALITY /ENGINEER USE OF RUBBER GRADE RINGSW/ MASTIC IN PLACE OF FULL MORTAR BED)ADJUST TO GRADE (10" MAX.) WITH PRECASTRISER SECTIONS USING THE LEAST NUMBEROF RISERS THAT ARE COMMERCIALLYAVAILABLE. MASTIC SHOULD BE USED TO SEALBETWEEN CONCRETE RISERS. WHERE THEROAD HAS A SLOPE, ANGLED RUBBER GRADERINGS SHALL BE USED PER THEMANUFACTURER'S RECOMMENDATIONS.POLYPROPYLENE MANHOLESTEPS @ 8" O.C.WATERTIGHT JOINTS USINGMASTIC BUTYL JOINTCOAT EXTERIOR OF ENTIREMANHOLE WITH A WATERTIGHTSEALANT (2 COATS)CAST IN PLACE FLEXIBLE MH SLEEVES ORAPPROVED EQUAL (TYP. ALL PIPES)USE 3' (MAX.) STUBS AT ALLMANHOLE PIPE CONNECTIONSCLASS A CONCRETE BASE ORAPPROVED PRECASTCONCRETE BASE6" MIN. CRUSHEDSTONE BEDDING12" MIN.UNDISTURBED SOILOR ROCKCLASS B CONCRETESHELF AND INVERTCHANNELSWR-004 Typ MHN.T.S.NEW MAIN CONNECTION TO EX. SEWER MANHOLEFINISH GRADEPLANSLOPESLOPEREVISED 02/17/2015ELEVATIONPROPOSED GRAVITYSEWER MAINCORE MANHOLE AND USE PSXPRESS SEAL GASKET (ORAPPROVED EQUAL) FORWATERTIGHT CONSTRUCTIONGRIND OUT EXISTINGAND REPOUR NEWCHANNELEXISTINGSEWER MAINEXISTING CONCRETESHELF AND INVERTCHANNEL SMOOTH WITH DROPFROM INLET TO OUTLET TOMATCH EXISTING PIPE SLOPE(GRIND OUT EX. AND REPOURNEW CHANNEL)MANHOLEOPENINGABOVEEXISTINGMANHOLEWALL8"0.10' OR ASPER PLANSSWR-026SWR-026 New Main Connection to Ex MHNEW SEWER MAINCORE MANHOLE AND USE PSXPRESS SEAL GASKET (ORAPPROVED EQUAL) FORWATERTIGHT CONSTRUCTIONFLOW FLOW
EXISTINGSEWER MAINEXISTINGSEWER MAINFLOWROUNDER CORNERMIN. 1" (TYP.)SWEEP TO OUTLET (TYP.),SIZE EQUALS:RADIUS = (I.D. MANHOLE FLOOR/2) -(PIPE DIA/2)NOTES:1. COORDINATE NEW SEWER MAIN INSTALLATION AND CONNECTIONS WITH LOCALMUNICIPALITY.NOTES:PAVEDN.T.S.DD+2'6"6"TYPICAL WATER TRENCH DETAIL6'-0" MIN. COVER1. COMPACTION OF BACKFILL AND BEDDING SHALL BE AMINIMUM OF 90% (95% UNDER ROADWAY SURFACES) OFMAXIMUM DRY DENSITY DETERMINED IN THE STANDARDPROCTOR TEST (ASTM D698).2. BEDDING MATERIAL SHALL NOT BE PLACED ON FROZENSUBGRADE.3. APPROVED BACKFILL SHALL NOT CONTAIN ANY STONES MORETHAN 12" IN LARGEST DIMENSION (6" IN ROADWAYS, 1 1/2""MAXIMUM DIAMETER WITHIN 24" OF THE OUTSIDE OF THEPIPE), OR CONTAIN ANY FROZEN, WET, OR ORGANIC MATERIAL.4. TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TOPLACING OF PIPE BEDDING MATERIAL AND KEPTDEWATERED DURING INSTALLATION OF PIPE AND BACKFILL.5. IN TRENCHES WITH UNSTABLE MATERIALS OR HIGH WATERTABLE, TRENCH BOTTOM SHALL FIRST BE STABILIZED BYPLACEMENT OF FILTER FABRIC THEN CRUSHED STONE (3/4"MAXIMUM).6. THE SIDES OF TRENCHES 4' OR MORE IN DEPTH ENTERED BYPERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OFREPOSE AS DEFINED BY O.S.H.A. STANDARDS.7. BEDDING MATERIAL SHALL CONSIST OF CRUSHED STONE, ORSAND WITH A MAXIMUM SIZE OF 34". SUBMIT A SAMPLE TOTHE ENGINEER FOR APPROVAL.8. CONTRACTOR TO INSTALL TRACER WIRE ALONG ALLSECTIONS OF NEW WATER LINE. TERMINATE TRACER WIRE ATALL VALVE BOXES AND HYDRANTS. COORDINATEINSTALLATION WITH TOWN AND ENGINEER.APPROVED BACKFILLTHOROUGHLY COMPACTEDIN 8" LIFTS2" RIGID INSULATION WHENDEPTH OF PIPING IS LESSTHAN 6'-0"WATER LINE, SEE PLANFOR TYPE AND SIZEPIPE BEDDINGUNDISTURBED SOILOR ROCKTOPSOIL, RAKE,SEED & MULCHUNPAVEDREVISED 12/08/2016W-001D/2INSTALL UTILITY LOCATORRIBBON OVER WATER MAINAPPROX. 2' BELOW SURFACETRACER WIRE (VERIFY TYPE WITHTOWN/ENGINEER PRIOR TO STARTOF CONSTRUCTION)W-001 Trench(SEE SITE PLAN)N.T.S.TAPPING SLEEVE & VALVE DETAILREVISED 6/15/2015W-002ALL COVERS SHALL BE MARKED "WATER" WITHAN ARROW SHOWING THE COUNTERCLOCKWISEDIRECTION OF OPENING.NEW WATER LINEFINISH GRADEINSTALL CURB STOP BOX TOACCESS TRACER WIREADJUSTABLE IRON VALVE BOXWITH COVER MARKED "WATER"TAPPING VALVEMECH. JOINT WITH "MEGA-LUG"RETAINER GLAND ORAPPROVED EQUAL34" CORPORATION IN FIRSTLENGTH OF PIPE FOR TESTING3/4" CRUSHED STONE BEDDING(MIN. 12" THICK)4 MIL POLYETHYLENE BETWEENFITTINGS AND CONCRETECONCRETE THRUST BLOCK(SIZE DETERMINED BY SOILCONDITIONS) (REFER TOTHRUST BLOCK TABLE FORSIZING)ALL TAPPING SLEEVENUTS & BOLTS SHALL BECOATED BY HEAVY BRUSHWITH BITUMASTIC COLDAPPLIED MATERIAL PRIORTO BACKFILLEXISTINGWATER MAINTAPPINGSLEEVEUNDISTURBED SOILW-002 TapDIRECT BURY COATEDTRACER WIRENOTES:1. TAPPING SLEEVES AND VALVESARE TO MEET THE LOCAL WATERDEPARTMENT'S STANDARDSPECIFICATIONS AND THEVERMONT WATER SUPPLY RULES.2. WET TAPS SHALL BE PREFORMEDBY PRE-APPROVED FIRMS ONLY.3. ALL FITTINGS THAT ARE TO HAVECONCRETE POURED AROUND THEMARE TO BE WRAPPED WITH 4 mil.POLYETHYLENE PRIOR TOCONCRETE PLACEMENT.N.T.S.THRUST BLOCK DETAILSREVISED 2/23/2015W-003NO BACKFILLING WILL BE ALLOWED UNTIL ANY CONC. THRUST BLOCKSHAVE SET SUFFICIENTLY, AS DETERMINED BY THE ENGINEER AND/ORLOCAL WATER DEPT.PLACE 3 MIL (MIN.)POLYETHYLENESHEET BETWEEN ALLCONCRETE THRUSTBLOCKS AND PIPEAND/OR FITTINGS TOPREVENT BOND.NOTE:W-003 ThrustNOTE: THRUST BLOCK SHALL BE USED AT ALL BENDS, TEES & REDUCERSEFFECTIVEBEARINGAREAUNDISTURBEDSOILUNDISTURBEDSOILUNDISTURBEDSOILMINIMUM ONE FULLLENGTH OF PIPEPLUGUNDISTURBEDSOILBURIED GATE VALVE(WITH CONCRETESUPPORT VALVE &ANCHORN.T.S.WATER SERVICE CONNECTIONREVISED 2/23/2015W-006W-006 Serv Con1" MAX.6'-0" MIN.6'-0" MIN.6"MIN.UNDISTRUBED SOIL4"x8"x16" SOLIDCONCRETE BLOCKCURB STOPADJUSTABLE IRON CURBBOX w/ LID MARKED"WATER" - CONTRACTORTO COORD. FINAL CURBSTOP COVER WITH LOCALWATER DEPT.PROPERTY LINE OREASEMENT BOUNDARYSTATIONARY RODINSTALL A GOOSENECK LOOPWATER MAINTYPE 'K' COPPER SERVICEOR AS SHOWN ON PLANSCORPORATION(SEE PLAN FOR SIZE)FINISH GRADENOTE:1. SEE SPECIFICATIONS FORADDITIONAL TAPPINGSADDLE, CORPORATION,AND CURB STOPREQUIREMENTS.DSM3 ?$XWR&$''3URMHFWV??/RW1?&$'')LOHV?GZJ?'(7$,/663(&GZJ 30':*7R3')SF
November 25, 2015 p1
Design Review Standards
*All home, site and landscape designs and color schemes to receive SVC DRC review prior to
construction and any exterior addition or alteration. Each home also requires a City of South
Burlington Building Permit and Ordinance compliance. All designs should take in account
neighboring homes and landscapes and meet Energy Code Plus or better energy standards.
General;
Home design shall overall be reflective of general “New England” architecture styles, with
traditional lines, fenestration, décor, etc. Cape, Colonial, Cottage, Bungalow, Farmhouse,
Federal, Georgian, Greek revival, Queen Anne, Saltbox, Shingle, Victorian, etc
Home Color:
Buildings shall be of a palette that would constitute a “Historical’ palette, of natural tones that
are complimentary. Benjamin Moore “Historical Palette” may be used as a general reference.
Excessively bright and/or neon types of colors are not allowed. Home trim to be white.
Entrys:
Each building shall have a front entry that is street facing, it shall be easily distinguishable so
that the street facing front entry is the primary visual entry and more prominent than any other
entry. Each ‘front’ entry shall have a feature that further defines it, examples are; covering,
large stoop, front porch, or have extensive architectural trim surround on the front door that
clearly establishes the entry from other doors or window openings, the added definition to
provide added visual ‘welcome’ and identification. The result should be an entry that any
passerby would easily identify as the ‘front door’. The door or street connected element
(example: porch) shall have a front walk leading to it from the street.
Street visible elevations (911 Address view perspective including full sides if a corner lot):
Any home elevation visible from the street & sidewalk shall have architectural fenestration so
that there are no ‘blank’ walls of 12’ or greater, examples are; but not limited to; door, window,
false window, etc. Each expanse of a full story shall have this fenestration, ie, 2 stories, a
window or other listed element at the first and second level. The requirement is double for
any expanse of 20’ or greater, ie, 2 windows or such per story per span.
Street view perspective shall be is defined to be, the 911 street elevation (front) of the home
and 50% of the side elevation street forward from midline of the home on each side, (ie 50% of
the side elevations),unless a full side is visible from the street, by nature of being on a corner
lot, or other lot configuration where a directly neighboring home is absent, in which case the
entire exposed side is to meet the street visible criteria.
Street facing trim color detailing;
All street facing trim elements; skirt boards, risers, railings, deck trim, frieze, columns, lattice,
window & door trim, rim board, gables, drip edge, gutters, fascia, rake, soffit, etc. shall be
November 25, 2015 p2
white. Doors, shutters and louvers may be colored; color to be approved by DRC approved
historical color palate. *All multiplex units are to have railings on their front porches.
Windows:
All street facing windows shall be primarily double hung, divided light aesthetic that are 2 over
2 or greater in division. Use of transoms, bow and custom windows keeping with the
traditional appearance scheme are encouraged. Window plans shall have symmetry and
cohesiveness with the home plan in general.
Shutters:
If shutters are installed they are to be sized logically to fit (cover) the window to which they are
adjacent.
Garages:
Street facing garages shall be set back 8’ from the front of the home’s conditioned space and
separated from the Entry element of the home, so as to not substantially become the first part
of the home a visitor connects with. Street facing garages shall have some element of
architectural style; windows, or combination of hardware and window, or other trim such as
pergola or similar treatment, window transom, etc. to lend visual appeal to the expanse of door
or door surround area. *An exception may be taken to the 8’ setback from conditioned space if
the home has a full front porch, the 8’ setback may be measured from the face of the full front
porch subject to the following definition; a full front porch shall be at least 6’ in depth and be at
least as wide as 60% of any street facing garage elevation on the home with a street facing two
car garage. Side & rear load garages are encouraged. Side load garages may be home forward
(see city ordinance) if appearance from the street is not of the garage door. Garage sides shall
meet street facing element requirements. Rear load garages are exempt from the 8’ setback
standard by their nature. Any garage wall on the rear façade of a home that faces another
home or a street shall have fenestration on that wall of window and/or door.
House width in relation to garage width:
Street facing facades of homes shall be balanced that the street elevation of conditioned space
shall be no less than 70% width in relationship to the width of a street facing garage that serves
the unit.
Landscaping;
All homes shall have foundation plantings to soften the transition of street & lawn to home,
plantings to be non invasive species and sized (at mature growth) to be suitable for the home
and lot and Landscape Guidelines. Plantings shall be placed to screen the front and side of the
home from the street of service equipment, under porch openings, etc. Trees shall be placed to
provide shade/ and or privacy to the front and rear/side of the dwelling. Care should be taken
in selection of plants to offer multi-season interest, privacy screening ability. The required
plantings for the home shall be used for ‘street dressing’ first, balance, if any, may be
distributed around the home. Support of natural food supply for birds, bees and or people is
November 25, 2015 p3
encouraged, ie flowering and or fruiting plants. Existing trees and shrubbery should be retained
and preserved if possible. Each home’s initial landscape plan shall incorporate at minimum,
Single Family: 2 trees, 8 shrubs, & 8-12 perennials
Duplex: 4 trees, 10 shrubs, & 8-12 perennial plantings
Triplex: 6 trees, 12 shrubs, & 12 perennial plantings
Landscape budget for plants purchase (not including installation) alone shall be $1000 or more
per dwelling at initial planting. (Phase 1 homes duplex and triplex standards are separate, see
city permit) Lawns are to be a conservation low mow mix. Mulch is to match the neighborhood
standard. (Brown as of this writing: hemlock, subject to change) Stormwater drainage flow
should not be altered. Any change to be reviewed on the site plan of the application and is
subject to the projects approved stormwater permit.
Definitions: A tree can be described as a plant with a shoot system that’s supported by a single woody
trunk of at least three inches in diameter, a crown of foliage and a height of 13 feet when mature.
Shrubs differ from trees, they are more inclined to branch nearer the ground and they may have several
narrow stems as opposed to a single trunk. The height is generally less than 13 feet and stems less than
three inches in diameter. (An exception is granted for Birch Trees to be a multi stem clump) All other
trees and shrubs shall meet the definitions.
Walkways :
A front walk shall connect each home to the street and or common element in lieu of street.
Alleys & Lanes shall not be considered to be streets or common elements to meet this
standard. The walks shall be constructed of material that may be winter maintainable
(shoveled easily) and may be made of; brick, pavers, concrete or stone, etc.
Fencing:
All street facing fencing shall be white, picket is encouraged. All fence hardware shall be home
facing, not street facing. All fencing shall otherwise follow the existing guidelines, and shall not
exceed 48”h, 3’6” is deemed standard, shall be located 6” inside of property line or more, etc.
See more in Declaration guidelines on fencing.
Decks:
Shall be constructed of wood or wood composite or wood replacement material that has the
look and feel of wood. Decks shall have landscape screening in place around the deck to soften
it’s connection to the site and afford privacy to any under-elements.
Siding:
Shall be of wood, vinyl or cement board material and shall be clapboard of not greater than 4
½”, or shingles or shakes. Stone and brick siding and veneers are allowed, subject to visual plan
review.
Roofs;
Shall be pitched unless granted an exception by the DR committee. Roofing materials are to be
architectural or natural shingle, standing seam composite, or stone in DRC approved earth tone
November 25, 2015 p4
coloration. Based on IKO Cambridge series: Harvard Slate, Earthtone Cedar, Dual Black are
approved, other colors in keeping with historical coloration design may also be accepted.
Lighting:
All exterior lighting shall meet or exceed ‘Dark Sky’ Standards, and installations 2015 and later
shall be LED. (LED is encouraged in all exterior fixtures)
Flag Lot Variance:
Flag lot homes shall have the visible portion of the home made attractive from the street.
Garages may be sideload, ie: not set back 8’, not visible from the street, or if visible from the
street and not set back, be made more attractive by means of at least two (2) accessory
elements of small roof, pergola, decorative door style, etc, or be made to appear as an auxiliary
building, such as a barn, etc.
Additional Guidelines;
a. Each home shall feature a neighborhood friendly welcome-integrative front door
facing the street of generous stoop, covered landing, or porch,
b. No home with same design of street elevation within 3 lots of same design,
c. No home regardless of style of identical color within 3 lots of a home of the same
color,
d. A maximum of three homes with an identical color scheme,
e. A maximum of two duplexes of the same color scheme,
f. No Duplex of identical design of street elevation side by side.
g. Identical Design differentiation shall be further defined to be a change clearly
visible to the naked eye from the street, of a fundamental element, ie a change in
roof direction, and/or a change to the plane of street facing elevation in number of
windows and or doors, joining of windows or separation of windows, to be more
distinct than a change in window size, may also be a change in materials, siding to
shingle, brick or stone, or other change that is readily apparent, etc.
h. Historical colors are encouraged to achieve a cohesive palette. The Benjamin
Moore Historical palette shall serve as a reference for color variance selection. All
color schemes to receive DRC approval prior to implementation.
*The above shall not nullify any pre-existing guidelines of the Declaration, Bylaws or Land
Management plan, but shall serve to add clarification to those guidelines already in place. The
South Village Design Review Committee reserves the right to add more defined input and
directive into design of new homes not yet presented as of this date, and this document may be
amended from time to time by addition.
November 25, 2015 p5
Review Procedure: Plans shall be submitted to the design review committee for review on a
DRC request form and include elevations w detail, site & landscape plans. Upon submission of a
request for review, the Design Review Committee shall meet and provide a reply within two
weeks’ time on a new build, and/or generate comment that may require additional information
to be provided and/or presented. If a plan meets all the above criteria, an approval shall be
written. An initial architectural review may be requested for an informal review, that review
shall be non-binding. The DRC retains it’s currently adopted 30 day review window for all other
applications. Waivers from Standards can be sought, but not necessarily will be given.
These standards are adopted and accepted by the South Village DRC Board, effective 7-8-15.
These standards are written in accordance with all City Land Development Regulations and City
Ordinances, and meets all SVC current City Permit requirements
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South Village Lot 48NPlanting Schedule and EstimatesPrepared by T.J. Boyle Associates, LLC November 13, 2020Deciduous TreesQty. Code Scientific Name Common Name Size Mature Size Spec Notes Unit PriceInstalled4 AL AMELANCHIER laevis Allegheney Serviceberry 3' Ht. 15-20' Ht. #5 Cont. Clump 40.00$ 400.00$ 6 BNH BETULA nigra 'Heritage' Heritage River Birch 6' Ht. 40-50' Ht.#5 Cont. Clump 47.00$ 705.00$ 6 MA MALUS 'Adirondack' Adirondack Crab 6' Ht. 12'18' Ht. #5 Cont.55.00$ 825.00$ 5 MP MALUS 'Prariefire' Prariefire Crab 6' Ht. 15-20' Ht. #5 Cont. 35.00$ 437.50$ 6 SR SYRINGA reticulata 'Snowdance' Snowdance Lilac Tree 2.5" Cal. 15-20' Ht. B&B 193.00$ 2,895.00$ Sub-Total 5,262.50$ Conifer TreesQty. Code Scientific Name Common Name Size Mature Size Spec Notes wholesale installed5TCTSUGA canadensis Canadian Hemlock 5' Ht. 50-70' Ht. B&B 91.00$ 1,137.50$ Sub-Total 1,137.50$ ShrubsQty. Code Scientific Name Common Name Size Mature Size Spec Notes wholesale installed2 HP HYDRANGEA paniculata 'Pee Wee' Pee Wee Hydrangea 3' Ht. 3-4' Ht. #3 Cont. 12.75$ 63.75$ 6 PO PHYSOCARPUS opulifolius Ninebark 3' Ht. 5-8' Ht. #3 Cont. 22.00$ 330.00$ 3 TMD TAXUS x. media ' Densiform' Greenwave Spreading Yew 18" Ht. 3-4' Ht. #3 Cont. 12.75$ 95.63$ 20 VD VIBURNUM dentatum Arrowwood Viburnum 2' Ht. 8-10' Ht. #3 Cont. 22.00$ 1,100.00$ Sub-Total 1,589.38$ Perennials, Ferns, Grasses and GroundcoversQty. Code Scientific Name Common Name SizeMature SizeSpecNoteswholesale installed5 CKF CALAMAGROSTIS a. 'Karl Foerster' Feather Reed Grass Clump 3-5' Ht. #1 Cont. 8.25$ 103.13$ Sub-Total 103.13$ OTHER COSTSQty. Unitwholesale installed304LF$12.50/ LF3,800.00$ 5,700.00$ 520 LF$6.99 /SF3,634.80$ 5,452.20$ Sub-Total 11,152.20$ 19,244.70$ 18,300.00$ Planting ScheduleCost Per UnitSite AmenitiesTotal Required by Town of South Burlington3-Rail Vinyl FenceTotal Landscape EstimateSplit Rail Fence(Page 1 of 2)
South Village Lot 48NPlanting Schedule and EstimatesPrepared by T.J. Boyle Associates, LLC November 13, 2020Required Landscaping Budget$0 - $250,000 3%$7,500.00Next $250,000 2%$5,000.00Additional over $500,000 1%$5,800.00Minimum Landscaping$18,300.00Proposed Landscaping$19,244.70Lot 48N Construction Budget $1,080,000.00Total Building Construction or Building Improvement Costs% of Total Construction / Improvement CostMinimum Landscaping Budget(Page 2 of 2)
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Please add this document to your land records for reference
Wetland is Class III:Please be advised that I have confirmed that you have one or more Class III wetlands on your
property. Class III wetlands are not protected under the Vermont Wetland Rules (VWR). No State Wetland
permit is required for activities occurring in Class III wetlands. This report outlines the reasons for this decision.
Because wetland character, size, and function can change over time, the Wetlands Program recommends seeking
a reevaluation of wetland status every 5 years, to avoid a potential violation of the VWR. If you disagree with this
decision you can petition for a formal wetland classification determination of Class II as outlined under the
petition section of this report. The following table(s) document the reasons for this decision.
Wetland Name:
A
Wetland Location:Immediately north of Allen Road East
Desktop Review
Only?
Yes
No
Site Visit Date:8/1/2018
People Present:Tina Heath, Patti Greene-Swift, Robin Jeffers, Patrick O'Brien
Wetland is
Mapped:
Yes
No
Wetland is
contiguous to
mapped wetland:
Yes
No
Wetland was found
to meet the
following
presumption(s) of
significance:
Presumptions have not been assessed. Wetland meets classification by other means.
§4.6(a) over half an acre in size;
§4.6(b) contains woody vegetation and is adjacent to a stream, river, or open body of
water;
§4.6(c) contains dense, persistent non-woody vegetation and is adjacent to a stream,
river, or open body of water;
§4.6(d) is a vernal pool that provides amphibian breeding habitat;
§4.6(e) is a headwater wetland;
§4.6(f) adjacent to impaired waters and the impairment is related to wetland water
quality functions;
§4.6(g) the wetland contains a species that appears in the NNHP database as rare,
threatened, endangered or uncommon; or is a natural community type that is rare or
uncommon;
§4.6(h) has been previously designated as a significant wetland.
Presumption
Description:
Wetland is slightly over a half acre in size.
Sketch Map of
general wetland
area (not a
delineation):
[Mapped wetland
#2013-049: South Village Soccer Fields Wetland Classification Report
Friday, August 10, 2018 2:01 PM
Template Project YEAR-NUM Page 1
delineation):
[Mapped wetland
in teal, hydric soils
in orange, advisory
wetlands in green,
wetland sketch in
light blue, area
reviewed in yellow]
Photo:
Preliminary
Classification:
Class II
Class III
Class III
justification:
Wetland is isolated and managed. 1/3-1/2 of wetland is man-made ditch.
Wetlands Determination Petition Process
If you disagree with this report, you may request a formal determination of wetland classification, pursuant to
Section 8 of the VWR. To request a §8 formal determination of wetland classification, please fill out and submit
the petition form located on the Vermont Wetlands Program’s website “Permit Information” page. Formal
determinations are appealable pursuant to 10 V.S.A. § 917.
Pursuant to 10 V.S.A. chapter 220, any appeal of this decision must be filed with the clerk of the Environmental
Division of the Superior Court within 30 days of the date of the decision. The Notice of Appeal must specify the
parties taking the appeal and the statutory provision under which each party claims party status; must designate
the act or decision appealed from; must name the Environmental Division; and must be signed by the appellant or
their attorney.
In addition, the appeal must give the address or location and description of the property, project, or facility with
which the appeal is concerned; the name of the permittee; and any permit involved in the appeal. The appellant
must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for
Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court
Template Project YEAR-NUM Page 2
Proceedings, available on line at www.vermontjudiciary.org. The address for the Environmental Division is: 32
Cherry Street, 2nd Floor, Suite 303, Burlington, VT 05401 (Tel. # 802-951-1740).
More Information is Available on the Wetlands Program Website
For more on state wetland permitting and how to apply for a permit visit the Wetlands Permit Information Page,
at http://dec.vermont.gov/watershed/wetlands/jurisdictional/permit-info
For more on wetland classifications visit the Jurisdictional Wetland Page at
http://dec.vermont.gov/watershed/wetlands/jurisdictional
For more about Allowed Uses visit the Allowed Uses Page at http://dec.vermont.gov/watershed/wetlands/bmps
For more on wetland classification petitions and forms visit the Wetlands Permit Information Page, at
http://dec.vermont.gov/watershed/wetlands/jurisdictional/permit-info
To find a wetland consultant to help with applying for a permit or petitioning see our Wetland Consultant List
Page at http://dec.vermont.gov/watershed/wetlands/what/id/wetland-consultant-list
Other Wetland Permit Obligations
In addition, the U.S. Army Corps of Engineers (Corps) regulates the discharge of dredged and/or fill material,
including mechanized land clearing and grading, in all waters of the United States, including inland rivers, lakes,
streams and wetlands. For detailed information on Corps permits and regulations call (802) 872-2893. It is the
applicants responsibility to determine if your project also requires an Corps permit. In addition, your town may
have local regulations regarding wetland protection. Please call your town clerk to verify any local regulations.
Please add this document to your land records for reference
Template Project YEAR-NUM Page 3