HomeMy WebLinkAbout20250203 Park Place & Cottage St Site Plan SWPPP
STORMWATER POLLUTION PREVENTION PLAN
Laterra Condominiums
Cottage & Park Place
City of Saratoga Springs, NY 12866
March 17, 2025
***********************
OWNER:
Vincent & Katherine Laterra
Cottage & Park Place
City of Saratoga Springs, NY 12866
Contractor:
To be determined
PREPARED BY:
Studio A Landscape Architecture + Engineering, D.P.C.
74 Warren St, Suite 1
Saratoga Springs, NY 12866
TABLE OF CONTENTS
INTRODUCTION………….....……..…………………………………………………………………………… p. 1
DESCRIPTION OF EXISTING SITE…………………………………………………………………………… p. 1
DESCRIPTION OF EXISTING SOILS ………………………………………………………………………… p. 1
DESCRIPTION OF PROPOSED DEVELOPMENT ……………………………………………………… p. 2
CONSTRUCTION PHASING ……...…………………………………………………………………….…… p. 2
POLLUTION PREVENTION MEASURES …………………………………………………………………. p. 2
SEDIMENTATION AND EROSION CONTROL …………………………………………………………. p. 2
RETENTION OF RECORDS ……………………………………………………………………………………… p. 3
APPENDCIES
A PROJECT LOCATION MAP
B USDA SOIL SURVEY
C SITE PLAN DRAWING SET
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INTRODUCTION
The project site is located on the corner of Park Place and Cottage Ave in the city of Saratoga
Springs, NY (Tax Map ID: 165.84-1-4). The project parcel is a part of a two-lot subdivision. The
subdivided lot is 0.42 acres. Proposed development includes the construction of a multi-family
residential building with a parking lot, access driveway, retaining wall, stormwater management
conveyance system, municipal utility connections, and extensive landscaping. The anticipated
disturbance area is 0.41 acres. Erosion and sediment controls will be implemented and
maintained for the duration of the project to prevent silt from discharging into existing drainage
ways. Details regarding existing site conditions, proposed development, and erosion and
sediment control practices are provided in the following sections.
DESCRIPTION OF EXISTING SITE
The lot is located within the Multi-Family (UR4) zoning district as designated by the City of
Saratoga Springs. The project is located within the Saratoga Springs MS4 district (SWIS: 411500).
This property is developed with an asphalt parking lot. The site is relatively flat, and primarily
slopes from east to west at a slope of 1.5%. A municipal stormwater conveyance system is
located within the Park Place roadway, directly adjacent to the site, where a majority of the
parcel currently drains towards.
The parcels surrounding the project lot are developed, containing single and multi-family
residences.
DESCRIPTION OF EXISTING SOILS
The United States Department of Agriculture (USDA) Soil Survey obtained from the Natural
Resource Conservation Service website indicates the surficial soil types on the property to be
100% Windsor loamy sand, nearly level (WnA).
The WnA series is identified by the USDA as hydrologic soil group (HSG) “A”. These soils typically
have a low runoff potential. These soils typically consist of loamy sand, transitioning to a sand
deeper on the soil profile.
DESCRIPTION OF PROPOSED DEVELOPMENT
The project includes the construction of a ±6,510 sq. ft. multi-family residential building, paver
parking lot, concrete access driveway, municipal utility connections and extensive landscaping.
Stormwater generated from the proposed development will be conveyed via a pump to an
existing municipal catch basin. Anticipated disturbance areas, pervious and impervious areas are
as follows:
Lot 1
Estimated Disturbance Area ±17,886 SQ. FT
Estimated Impervious Area ±11,481 SQ. FT
Estimated Pervious Area ±6615 SQ. FT
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CONSTRUCTION PHASING
The project is anticipated to be completed in one phase. Areas subject to disturbance will be
cleared and grubbed to accommodate the proposed development. Prior to clearing and
grubbing operation, all erosion and sediment control measures indicated on the attached
drawings shall be in place. Construction of the proposed residence, retaining walls, utility
connections, and impervious surfaces will then commence simultaneously.
POLLUTION PREVENTION MEASURES
Any litter on site, including construction debris, will be picked up each day and disposed of into
solid waste containers. The contractor shall provide an approved secondary containment
system for all fuel and petroleum temporarily stored on site. All vehicles on site will be
monitored for leaks and receive regular preventative maintenance to reduce the chance of
mechanical fluid leakage. During the placement of concrete for the building foundations,
measures will be taken to ensure that fresh concrete does not enter any defined drainage paths
and a concrete washout area will be provided by the contractor in accordance with the
construction drawings.
SEDIMENTATION AND EROSION CONTROL
Prior to commencing any land clearing, silt fences will be installed in accordance with the
construction drawings to collect silt from the construction runoff. A stabilized temporary
construction entrance will be installed at the location indicated on the construction drawings
required for use by all construction traffic entering and leaving the site. The contractor is
required to maintain the silt fences, temporary construction entrances and other applicable
erosion and sediment control practices throughout the construction period.
All exposed surfaces not covered with paving, structures, and similar finished surfaces will be
covered with topsoil and seeded to establish a turf covering or will be landscaped and mulched.
The areas receiving seed will be mulched to minimize erosion. Silt fences shall be installed
downslope of the newly seeded areas.
All erosion control measures shall be maintained and replaced, as required, during the course of
construction until a well-established growth of turf is established. Silt fence shall be replaced as
required during the course of construction until a well-established vegetative cover is
established.
Erosion and sediment control measures shall be inspected daily by a trained contractor as
defined in Appendix A of the New York State Department of Environmental Conservation SPDES
General Permit for Stormwater Discharges from Construction Activity Permit No. GP-0-20-001.
Construction inspections shall be conducted in accordance with Part IV.B of GP-0-20-001.
RETENTION OF RECORDS
The contractor shall maintain a copy of this Storm Water Pollution Prevention Plan (SWPPP) at
the project site. In addition, the contractor shall maintain a site logbook which will contain all
storm water and erosion control inspection reports to be prepared by the trained contractor. A
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current copy of the construction drawings shall also be kept in the logbook with comments that
may have been added by the trained contractor.
SWPPP Report Prepared by:
Matthew E. Huntington, PE
Principal
For
Studio A | Landscape Architecture + Engineering
APPENDIX A
Project Location Map
PROJECT LOCATION
UNION
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LINCOLN AVE
APPENDIX B
USDA SOIL SURVEY
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Saratoga
County, New
York
Natural
Resources
Conservation
Service
March 11, 2025
Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/
portal/nrcs/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil
Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?
cid=nrcs142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
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alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity
provider and employer.
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Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................5
Soil Map..................................................................................................................8
Soil Map................................................................................................................9
Legend................................................................................................................10
Map Unit Legend................................................................................................11
Map Unit Descriptions.........................................................................................11
Saratoga County, New York............................................................................13
WnA—Windsor loamy sand, 0 to 3 percent slopes.....................................13
References............................................................................................................15
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How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil-vegetation-landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
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scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil-landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil-landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field-observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
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identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
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Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
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Custom Soil Resource Report
Soil Map
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599110 599120 599130 599140 599150 599160 599170 599180
599110 599120 599130 599140 599150 599160 599170 599180
43° 4' 31'' N
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43° 4' 31'' N
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Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
0 20 40 80 120
Feet
0 5 10 20 30
Meters
Map Scale: 1:503 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Saratoga County, New York
Survey Area Data: Version 24, Aug 29, 2024
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Sep 9, 2022—Oct 22,
2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
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Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
WnA Windsor loamy sand, 0 to 3
percent slopes
0.7 100.0%
Totals for Area of Interest 0.7 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
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An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
Custom Soil Resource Report
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Saratoga County, New York
WnA—Windsor loamy sand, 0 to 3 percent slopes
Map Unit Setting
National map unit symbol: 2svkg
Elevation: 0 to 990 feet
Mean annual precipitation: 36 to 71 inches
Mean annual air temperature: 39 to 55 degrees F
Frost-free period: 140 to 240 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Windsor, loamy sand, and similar soils:85 percent
Minor components:15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Windsor, Loamy Sand
Setting
Landform:Outwash plains, outwash terraces, deltas, dunes
Landform position (three-dimensional):Tread, riser
Down-slope shape:Linear, convex
Across-slope shape:Linear, convex
Parent material:Loose sandy glaciofluvial deposits derived from granite and/or
loose sandy glaciofluvial deposits derived from schist and/or loose sandy
glaciofluvial deposits derived from gneiss
Typical profile
O - 0 to 1 inches: moderately decomposed plant material
A - 1 to 3 inches: loamy sand
Bw - 3 to 25 inches: loamy sand
C - 25 to 65 inches: sand
Properties and qualities
Slope:0 to 3 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Excessively drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat):Moderately high to very
high (1.42 to 99.90 in/hr)
Depth to water table:More than 80 inches
Frequency of flooding:None
Frequency of ponding:None
Maximum salinity:Nonsaline (0.0 to 1.9 mmhos/cm)
Available water supply, 0 to 60 inches: Low (about 3.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2s
Hydrologic Soil Group: A
Ecological site: F144AY022MA - Dry Outwash
Hydric soil rating: No
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Minor Components
Deerfield, loamy sand
Percent of map unit:10 percent
Landform:Deltas, terraces, outwash plains
Landform position (two-dimensional):Footslope
Landform position (three-dimensional):Tread, talf
Down-slope shape:Linear
Across-slope shape:Linear
Hydric soil rating: No
Hinckley, loamy sand
Percent of map unit:5 percent
Landform:Deltas, kames, eskers, outwash plains
Landform position (two-dimensional):Summit, shoulder, backslope
Landform position (three-dimensional):Nose slope, side slope, crest, head slope,
rise
Down-slope shape:Convex
Across-slope shape:Convex, linear
Hydric soil rating: No
Custom Soil Resource Report
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References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/national/soils/?cid=nrcs142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/
home/?cid=nrcs142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
15
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/soils/scientists/?cid=nrcs142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?
cid=nrcs142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf
Custom Soil Resource Report
16
APPENDIX C
SITE PLAN DRAWING SET
LATERRA CONDOMINIUMS
COTTAGE STREET PARK PLACE
SARATOGA SPRINGS NY
COVER SHEET
TAX MAP ID: ÄÄ
LOT SIZE: ACRES
ZONE: UR
MULTIÄFAMILY
PROJECT LOCATION
PROJECT LOCATION MAP CITY OF SARATOGA PLAN NOTESPREPARED FOR
ZONING STATISTICS
PROJECT TEAM
VINCENT KATHERINE LATERRA
COTTAGE STREET PARK PLACE
SARATOGA SPRINGS NY
LANDSCAPE ARCHITECT/CIVIL ENGINEER:
STUDIO A ^ LANDSCAPE ARCHITECTURE
ENGINEERING DPC
9ARREN STREET SUITE
SARATOGA SPRINGS NY
CONTACT: KIRSTEN CATELLIER RLA / MATTHE9 E HUNTINGTON PE
PHONE:
CÄ
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION
//
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
VINCENT KATHERINE LATERRA
COTTAGE ST PARK PLACE
SARATOGA SPRINGS NY
LATERRA
CONDOMINIUMS
//PERMITS APPROVALS
SHEET INDEX
CÄCOVER SHEET
CÄEXISTING CONDITIONS
CÄDEMOLITION EROSION
SEDIMENT CONTROL PLAN
CÄLAYOUT MATERIALS PLAN
CÄGRADING DRAINAGE
UTILITIES PLAN
CÄLIGHTING PLAN
CÄPLANTING PLAN
CÄCONSTRUCTION DETAILS
CÄCONSTRUCTION DETAILS
CÄCONSTRUCTION DETAILS
ARCHITECT:
FROST HURFF ARCHITECTS
LONG ALLEY
SARATOGA SPRINGS NY
CONTACT: MATT HURFF
PHONE:
SURVEYOR:
THOMPSON FLEMING SURVEYORS PC
LAKE AVENUE
SARATOGA SPRINGS NY
CONTACT: BILL THOMPSON
PHONE:
PROJECT VICINITY MAP
ALL 9ORK MUST CONFORM TO ALL FEDERAL STATE AND CITY CODES
SPECIFICATIONS ORDINANCES RULES AND REGULATIONS
THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON
THE NATIONAL GEODETIC VERTICAL DATUM
APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE
9ORK TO THE CITY ENGINEER FOR REVIE9 AND APPROVAL LETTER OF CREDIT
FUNDS MUST BE POSTED 9ITH THE CITY PRIOR TO PLANNING BOARD CHAIR
SIGNATURE ON FINAL PLANS
THE CONTRACTOR MUST SET UP A PREÄCONSTRUCTION MEETING 9ITH THE CITY
ENGINEER PRIOR TO ANY CONSTRUCTION CONSTRUCTION INSPECTIONS BY A
DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE RE3UIRED THE COST OF
CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE
APPLICANT/DEVELOPER
ALL PROPOSED EASEMENTS OR RIGHTÄ OFÄ 9AY DEDICATIONS MUST BE
VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION
THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN
ACCOMMODATES THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE
DEPARTMENT DESIGNATES
THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE
DEPARTMENT OF PUBLIC 9ORKS FOR ANY 9ORK 9ITHIN THE STREET OR RIGHT
OF 9AY OF ANY CITY STREET ROAD OR ALLEY
CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT IF BLASTING IS
RE3UIRED
ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO
PREVENT TRACKING OR FLO9ING OF SEDIMENT OR DEBRIS ONTO THE PUBLIC
RIGHT OF 9AY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO
APPLY
ALL REFUSE DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE
LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF
THE ASÄBUILT DRA9INGS
NO CERTIFICATE OF OCCUPANCY 9ILL BE ISSUED UNTIL ALL SITE 9ORK HAS
BEEN COMPLETED IN ACCORDANCE 9ITH THE APPROVED PLANS ALL DISTURBED
SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED AND AN ASÄBUILT
DRA9ING HAS BEEN PREPARED IN ACCORDANCE 9ITH THE RE3UIREMENTS OF
THE CITY ENGINEER
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB XXXX
PROJECT LOCATION
UNION
A
V
E
PA
R
K
P
L
A
C
E
CO
T
T
A
G
E
S
T
R
E
E
T
LINCOLN AVE
SCALE:
SCALE:
RE3D PROPOSED
LOT LOT
MIN LOT AREA SF/DU SF/DU SF/DU
MIN LOT 9IDTH FT FT FT
MAX BLDG COVERAGE
MAX IMP COVERAGE
MAX BLDG HT FT Ä/Ä
MAX FIRST FLOOR HT FTÄ
FRONT YARD SETBACK FT FT FT
REAR YARD SETBACK FT FT FT
INTERIOR SIDE SETBACK FT FT
TOTAL INTERIOR SIDE
SETBACK FT FT FT
CORNER SIDE SETBACK FT FTÄ
PARKING SPACES SPACES SPACES Ä
BICYCLE SPACED SPACES SPACES Ä
Co
t
t
a
g
e
S
t
r
e
e
t
Park Place
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION
//
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF
DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT
9ARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT BEFORE
COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING
UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRA9ING
TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND
SURVEYORS PC ON DECEMBER
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
VINCENT KATHERINE LATERRA
COTTAGE ST PARK PLACE
SARATOGA SPRINGS NY
LATERRA
CONDOMINIUMS
//PERMITS APPROVALS
EXISTING CONDITIONS
CÄ
on 24" x 36" sheet
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
Co
t
t
a
g
e
S
t
r
e
e
t
Park Place
STABILIZED CONSTRUCTION ENTRANCE
TOPSOIL STOCKPILE SURRONDED BY SILT FENCE
CONCRETE 9ASHOUT
TYP
X
X
X
X
X
X
EXISTING ASPHALT PAVEMENT AND
CONCRETE 9ALK TO BE REMOVED
EXISTING TREE TO BE REMOVED
TYP
LIMIT OF DISTURBANCE
SF
/Ä
X X X X
X
X
X
EXISTING CONCRETE CURB
TO BE REMOVED
EXISTING CONCRETE CURB
TO BE REMOVED
EXISTING 9ARNING STRIP
TO BE REMOVED
X
X
X
X
X
XXXXXX
X
ASPHALT PAVEMENT TO BE REMOVED FOR INSTALLATION
OF 9ATER SERVICE CONNECTION SA9 CUT ALL EDGES
ASPHALT PAVEMENT TO BE REMOVED FOR INSTALLATION
OF STORM SE9ER CONNECTION SA9 CUT ALL EDGES
ASPHALT PAVEMENT TO BE REMOVED FOR INSTALLATION OF
9ATER SERVICE CONNECTION SA9 CUT ALL EDGES
COMPOST FILTER SOCK AT
HARDSCAPE SURFACES
TYP
SILT FENCE
TYP
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
SILT FENCE
EXISTING FEATURE TO BE
DEMOLISHED OR REMOVED
860
LIMITS OF DISTURBANCE
EXISTING PAVEMENT TO BE
DEMOLISHED/ REMOVED
STABILIZED CONSTRUCTION
ENTRANCE
TREE TO BE PROTECTED
X
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION
//
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF
DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT
9ARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT BEFORE
COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING
UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRA9ING
TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND
SURVEYORS PC ON DECEMBER
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
VINCENT KATHERINE LATERRA
COTTAGE ST PARK PLACE
SARATOGA SPRINGS NY
LATERRA
CONDOMINIUMS
//PERMITS APPROVALS
DEMOLITION EROSION
SEDIMENT CONTROL PLAN
CÄ
on 24" x 36" sheet
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet
SITE PREPARATION DEMOLITION NOTES:
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SUBSURFACE
CONDITIONS PRIOR TO THE START OF 9ORK COORDINATE ALL UTILITY RE3UIREMENTS
AND 9ORK 9ITH THE APPROPRIATE UTILITY PROVIDER NOTIFY O9NERS
REPRESENTATIVE OF ANY AND ALL DISCREPANCIES
ALL REFUSE DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED MATERIALS THAT
ARE NOT TO BE STOCKPILED FOR LATER USE ON THE PROJECT OR DELIVERED TO THE
O9NER SHALL BE LEGALLY DISPOSED OF OFFÄSITE BY THE CONTRACTOR IN A TIMELY
FASHION SO AS NOT TO DISRUPT PROGRESS AND TO ENSURE SAFE SITE CONDITIONS
CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY ITEMS KNO9N TO CONTAIN
HAZARDOUS MATERIALS OR SUBSTANCES CONTRACTOR SHALL NOTIFY ENGINEER
IMMEDIATELY OF HAZARDOUS MATERIALS OR SUBSTANCES DISCOVERED DURING THE
COMPLETION OF SPECIFIED 9ORK
CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH 9ITHIN
THE LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS
TOPSOIL SHALL NOT BE REMOVED FROM THE SITE UNLESS APPROVED BY THE O9NERS
REPRESENTATIVE
THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS AND
9HICH ARE OUTSIDE THE LIMIT OF 9ORK
CONTRACTOR SHALL IMPLEMENT AND BE RESPONSIBLE FOR ALL NECESSARY
MEASURES AND PROCEDURES TO MAINTAIN AND PROTECT EXISTING UTILITIES TO
REMAIN PEDESTRIANS LOCAL TRAFFIC AND ROAD9AYS ADJACENT PROPERTIES AND
ETC FOR DURATION OF PROJECT AND UNTIL PROJECT COMPLETION CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL DAMAGES AND/OR RESTORATION RE3UIRED AS A
RESULT OF DEFICIENT PROTECTION MEASURES
THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF
UTILITIES
9HERE APPLICABLE 9ITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL
ASSOCIATED COSTS
ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO
PREVENT MUD ONTO PUBLIC 9AYS ANY MUD ON PUBLIC 9AYS ORIGINATING FROM THE
JOB SITE SHALL BE CLEANED DAILY BY THE CONTRACTOR ONLY
CONTRACTOR SHALL BE RE3UIRED TO SECURE ALL PERMITS THAT MAY BE RE3UIRED
FROM ALL JURISDICTIONS AFFECTED BY THIS 9ORK
CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT TO BE REMOVED
EROSION SEDIMENT CONTROL NOTES:
ALL EXPOSED SOIL DISTURBANCE SHALL BE IN ACCORDANCE 9ITH THE NYS DEC
RE3UIREMENTS ANY EXPOSED SOIL SHALL BE PROPERLY STABILIZED 9ITH EITHER
PERMANENT SEED AND MULCH IF SOIL DISTURBANCE IS COMPLETED OR TEMPORARILY
SEEDED AND MULCHED IF IT 9ILL BE MORE THAN DAYS BEFORE ADDITIONAL SOIL
DISTURBANCE 9ILL OCCUR EXPOSED SOIL SHALL RECEIVE TEMPORARY OR PERMANENT
SEED AND MULCH 9ITHIN DAYS OF SUBSTANTIAL COMPLETION OF CONSTRUCTION
THE CONTRACTOR SHALL LIMIT THE AREA OF CLEARING AND GRUBBING EXCAVATION
BORRO9 AND EMBANKMENT OPERATIONS IN PROGRESS COMMENSURATE 9ITH THEIR
CAPABILITY AND PROGRESS IN KEEPING THE FINISH GRADING AND MULCHING SEEDING
AND OTHER TEMPORARY AND/OR PERMANENT CONTROL MEASURES IN ACCORDANCE
9ITH THESE PLANS
THE CONTRACTOR SHALL DESIGNATE TO THE O9NERS REPRESENTATIVE A 3UALIFIED
EROSION AND SEDIMENT CONTROL SUPERVISOR 9ITH ADE3UATE TRAINING
EXPERIENCE AND AUTHORITY TO IMPLEMENT AND MAINTAIN ALL EROSION AND
SEDIMENT CONTROL MEASURES AS PER THE NYS DEC RE3UIREMENTS
CONSTRUCTION IS TO PROCEED IN ACCORDANCE 9ITH THE CONSTRUCTION PHASING
SCHEDULE SUPPLIED BY THE CONTRACTOR OR SHO9N ON THE PLANS GRASSES SHALL
BE ESTABLISHED ON ALL DISTURBED AREAS AS SOON AS POSSIBLE FOR TIME FRAMES
OUTSIDE THE GRO9ING SEASON OTHER METHODS OF SOIL STABILIZATION
SUCH AS
THE USE OF JUTE MESH EXCELSIOR MATTING 9ILL BE USED UNTIL SUCH A TIME AS
GRASS CAN BE ESTABLISHED
ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE
PRIOR TO ANY SITE DISTURBANCE THIS INCLUDES GRADING OPERATIONS UTILITY OR
STRUCTURE INSTALL
SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE
CONSTRUCTED IN ACCORDANCE 9ITH NYS DEC RE3UIREMENTS
APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE
UNTIL THE CONTRIBUTING DRAINAGE AREA SERVED IS STABILIZED
THE CONTRACTOR SHALL PERFORM ALL 9ORK FURNISH ALL MATERIALS AND INSTALL
ALL MEASURES RE3UIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM
CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLO9 OF SEDIMENT FROM THE
CONSTRUCTION SITE
THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL
STORM9ATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL
FACILITIES
ALL SEDIMENTATION STRUCTURES 9ILL BE INSPECTED AND MAINTAINED AFTER EVERY
STORM EVENT
THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT THROUGHOUT THE
DURATION OF THE PROJECT IT 9ILL BE THE CONTRACTORS RESPONSIBILITY TO
PROTECT ALL 9ATER COURSES FROM 9ATER BORNE SEDIMENT OR POLLUTANTS
ORIGINATING FROM ANY 9ORK DONE ON OR IN SUPPORT OF THIS PROJECT
ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF
9ATERBODIES BY SILT SEDIMENT FUELS SOLVENTS LUBRICANTS EPOXY COATINGS
CONCRETE LEACHATE OR ANY OTHER POLLUTANT ASSOCIATED 9ITH CONSTRUCTION
AND CONSTRUCTION PROCEDURES
CÄ
CÄ
CÄ
CÄ
CÄ
Co
t
t
a
g
e
S
t
r
e
e
t
Park Place
F
R
O
N
T
SE
T
B
A
C
K
SIDE
CORNER
SETBACK SIDE YARD
SETBACK
ACCESSIBLE FLUSH CURB
9ITH DETECTABLE 9ARNING STRIP
HEAVY DUTY CONCRETE PAD 9ITH
H 9OOD FENCE AND DOUBLE
GATE
CIP CONC RETAINING
9ALL 9/ STONE VENEER
PROPOSED 9IDE
CONCRETE SIDE9ALK
PROPOSED 9
SIDE9ALK9 9OOD GATE
H 9OOD FENCE
CONTROL JOINT
PROPOSED H CONCRETE
CURB
PROPOSED H
CONCRETE CURB
ADA PARKING SPACE 9ITH
STRIPPED OFF SPACE
H 9OOD FENCE
HEAVY DUTY
CONCRETE DRIVE
9ITH APRON
FLUSH CONCRETE
CURB
9 RIVER
ROCK DRIP STRIP
PROPOSED BUILDING
SEE ARCHITECTURAL PLANS
PROPOSED CONTROL
JOINTS TYP
HEAVY DUTY 9
CONCRETE 9ALK
H METAL FENCE
PROPOSED 9
SIDE9ALK
CONTROL JOINT
TYP
PROPOSED STEEL
EDGING
9 RIVER
ROCK DRIP STRIP
EXTERIOR STAIRS Ä
SEE ARCH PLANS
PROPOSED 9IDE
CONCRETE SIDE9ALK
PROPOSED 9IDE
CONCRETE SIDE9ALK
PROPOSED ASPHALT
INFILL
PROPOSED ASPHALT
INFILL
PROPOSED ASPHALT
INFILL
R
L
R
L
R
L
R
L
PROPOSED STREETLIGHT
TYP
PERMEABLE CONCRETE PAVER
CIP CONC RETAINING
9ALL 9/ STONE VENEER
PROPERTY LINE
LEGEND
PROPERTY LINE SETBACK
PROPOSED SITE 9ALL
PROPOSED LIGHT DUTY
CONCRETE SURFACE
PROPOSED METAL FENCE
PROPOSED 9OOD FENCE
PROPOSED CONCRETE
PAVERS
PROPOSED ASPHALT
PROPOSED HEAVY DUTY
CONCRETE SURFACE
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION
//
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF
DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT
9ARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT BEFORE
COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING
UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRA9ING
TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND
SURVEYORS PC ON DECEMBER
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
VINCENT KATHERINE LATERRA
COTTAGE ST PARK PLACE
SARATOGA SPRINGS NY
LATERRA
CONDOMINIUMS
//PERMITS APPROVALS
LAYOUT MATERIALS
PLAN
CÄ
on 24" x 36" sheet
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet
LAYOUT AND MATERIAL NOTES:
VERIFY LOCATION OF ALL 9ALLS STAIRS AND PATIO
AFFECTING SCOPE OF 9ORK
THE LAYOUT OF ALL 9ORK FOR THE PROJECT SHALL BE
COMPLETED BY A LICENSED SURVEYOR RETAINED BY THE
CONTRACTOR THE ENGINEER TO APPROVE LAYOUT PRIOR TO
CONSTRUCTION
TAKE ALL DIMENSIONS FROM FACE OF DRIVE9AY 9ALL OR
BUILDING
ALL ANGLES TO BE DEGREES AND ALL LINES OF 9ALLS
AND PAVING TO BE PARALLEL UNLESS NOTED OTHER9ISE
MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS
AS NOTED ON THE DRA9INGS
REFERENCE TO SCALE IS FOR FULL SIZE DRA9INGS ONLY DO
NOT SCALE FROM REDUCED DRA9INGS
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
CÄ
Co
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a
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S
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Park Place
T9
B9
T9
B9
BASEMENT EL
FF EL
↑
↑
↑
↑
↑
↑
↑
↑
↑
↑
↑
T9
B9
T9
B9
9 RIVER ROCK DRIP STRIP
SOLVENT 9ELDED SDR
PVC SE9ER LINE SLOPE AT
MIN //FT FROM BUILDING
TO MUNICIPAL CONNECTION
DIP CLASS DIP
9ATER SERVICE
X PRECAST CONC
CATCH BASIN
CBÄ
RIM EL
N OUTLET INV EL
X PRECAST CONC
CATCH BASIN
CBÄ
RIM EL
9 OUTLET INV EL
X
L
H
D
P
E
S
T
O
R
M
P
I
P
E
SL
O
P
E
"
→
X
L
H
D
P
E
S
T
O
R
M
P
I
P
E
SL
O
P
E
"
←
9 CIP CONC 9ALL 9/ THIN VENEER
AND DECORATIVE METAL FENCING
ICN RTGECUVEQPE
RWOR UVC
SDR HDPE STORM
FORCE MAIN
OUTLET INV EL
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
860
PROPOSED SPOT GRADES
STORM LINE
SE9ER LINE
9ATER LINE
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION
//
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF
DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT
9ARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT BEFORE
COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING
UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRA9ING
TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND
SURVEYORS PC ON DECEMBER
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
VINCENT KATHERINE LATERRA
COTTAGE ST PARK PLACE
SARATOGA SPRINGS NY
LATERRA
CONDOMINIUMS
//PERMITS APPROVALS
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GRADING DRAINAGE
UTILITIES PLAN
CÄ
on 24" x 36" sheet
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet
PQTVJ
EARTH9ORK AND GRADING NOTES:
BEFORE ANY LAND CLEARING IS COMPLETED THE CONTRACTOR SHALL ARRANGE A MEETING ON
SITE 9ITH THE O9NERS REPRESENTATIVE TO IDENTIFY 9HICH TREES ARE TO BE PROTECTED
OR REMOVED NO CLEARING SHALL OCCUR 9ITHOUT A CLEAR UNDERSTANDING OF THE EXISTING
CONDITIONS TO BE PRESERVED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND
PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD THE
PLACEMENT OF PROTECTION DEVICES ADDITIONAL TO THOSE NOTED SHALL HO9EVER BE AT
THE CONTRACTORS DISCRETION VEHICLES SHALL NOT BE PARKED 9ITHIN THE DRIP LINE OR
9HERE DAMAGE MAY RESULT TO TREES TO BE KEPT CONSTRUCTION MATERIALS SHALL NOT BE
STORED BENEATH TREES TO BE KEPT
ALL TEMPORARY EROSION AND SEDIMENT
E S CONTROL MEASURES SHALL BE INSTALLED PRIOR
TO ANY EARTH DISTURBANCE E S CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND
MAINTAINED AS NEEDED TO ENSURE SATISFACTORY PERFORMANCE ANY DAMAGE OCCURRING
DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL EXPENSE TO THE O9NER ASSOCIATED FINES RESULTING FROM SUCH DAMAGE
SHALL ALSO BE PAID BY THE CONTRACTOR
ALL PROPOSED GRADES SET IN THE FIELD TO BE COMPLETED BY A NE9 YORK STATE LICENSED
SURVEYOR
ALL AREAS RE3UIRING FILL SHALL BE BROUGHT TO RE3UIRED GRADE IN A MAXIMUM OF
COMPACTED LIFTS
ALL SLOPES : AND GREATER SHALL BE STABILIZED 9ITH SLOPE STABILIZATION MATS
LOCATIONS AND METHODS TO BE APPROVED BY THE O9NERS REPRESENTATIVE
PITCH EVENLY BET9EEN SPOT GRADES ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM
SLOPE OF ONEÄEIGHTH
PER FOOT ANY DISCREPANCIES NOT ALLO9ING THIS TO OCCUR
SHALL BE REPORTED TO THE O9NERS REPRESENTATIVE IMMEDIATELY BEFORE CONTINUING
9ORK
EXCAVATION RE3UIRED 9ITHIN FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND
CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES
INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO THE O9NER
CONTRACTOR SHALL BLEND NE9 EARTH9ORK SMOOTHLY INTO EXISTING GRADE PROVIDING
VERTICAL CURVES OR ROUNDINGS AT THE TOP AND BOTTOM OF ALL SLOPES
DURING GRADING OPERATIONS DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE
MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR OTHER DAMAGE 9HEN IT IS NECESSARY
TO INTERRUPT DRAINAGE OR OTHER EXISTING UTILITIES CONTRACTOR IS TO PROVIDE
TEMPORARY FACILITIES UNTIL PERMANENT 9ORK IS COMPLETED AT NO COST TO THE O9NER
GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN A9AY FROM STRUCTURE TO PREVENT
PONDING FINISHED SURFACES SHALL BE FREE FROM ANY ABRUPT OR IRREGULAR CHANGES
EXCAVATION RE3UIRED 9ITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY
HAND SO THAT NO DAMAGE OCCURS TO EXISTING ROOT SYSTEM PLANT MATERIALS DAMAGED BY
CONTRACTOR SHALL BE REPLACED IN KIND AT NO ADDITIONAL EXPENSE TO THE O9NER
EXCAVATION SHALL BE TO ELEVATIONS INDICATED 9ITH A TOLERANCE OF PLUS/MINUS
SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS SECTION TYPE AND SHALL CONFORM TO MIN MODIFIED
PROCTOR DENSITY BACKFILL MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL
EMBANKMENT FILL SHALL CONFORM 9ITH ALL RE3UIREMENTS OF NYSDOT SPEC SECTION
MAXIMUM ALLO9ABLE LOOSE LIFTS FOR EMBANKMENTS SHALL BE INCH AND SHALL BE
COMPACTED TO NOT LESS THAN OF THE MAXIMUM DENSITY AS ESTABLISHED THROUGH THE
STANDARD PROCTOR COMPACTION TEST PER ASTM D
MATERIAL STOCKPILES IF RE3UIRED SHALL BE LOCATED 9HOLLY 9ITHIN THE 9ORK AREA
ADDITIONAL SILT FENCES SHALL BE PROVIDED AT THE BASE OF ALL STOCKPILES AS DIRECTED
IN THE FIELD BY THE ENGINEER
ALL TRENCHES AND OTHER EXCAVATION SIDE SLOPES INDICATED ON THE DRA9INGS ARE
DIAGRAMMATIC ONLY AND ARE NOT INTENDED TO INDICATE A STABLE EXCAVATION SLOPE THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADE3UACY AND STABILITY OF ALL EXCAVATION
SLOPES SHEETING SHORING TRENCH BOXES AND ANY OTHER MEANS RE3UIRED FOR A SAFE
9ORK ENVIRONMENT AND FOR PROTECTION OF ADJACENT ROAD9AYS AND OTHER STRUCTURES
ALL EXCAVATION 9ORK SHALL COMPLY 9ITH THE RE3UIREMENTS OF THE FOLLO9ING
REGULATORY AGENCIES:
Ä SUBPART Ä EXCAVATION OPERATIONS OF NE9 YORK DEPARTMENT OF LABOR
INDUSTRIAL CODE RULE
Ä SUBPART P EXCAVATIONS OF THE UNITED STATES DEPARTMENT OF LABOR OSHA
REGULATIONS FOR CONSTRUCTION
Ä ALL OTHER MUNICIPAL COUNTY STATE OR FEDERAL AGENCIES REGULATIONS OR LA9S
PERTAINING TO EXCAVATION SAFETY AS MAY APPLY AT THE 9ORK SITE
Ä THE MORE STRINGENT PROVISION IN EACH OF THE ABOVE CODES SHALL APPLY THESE
PROVISIONS SHALL BE CONSIDERED MINIMUM RE3UIREMENTS AND SHALL BE INCREASED IF
NECESSARY TO PROVIDE SAFE 9ORKING CONDITIONS
CRUSHED STONE 9HERE CALLED FOR ON THE DRA9INGS SHALL CONFORM TO NYS DEPARTMENT
OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION Ä SIZE DESIGNATION
ALL SILT FENCES SHALL BE INSTALLED PRIOR TO DISTURBANCE OF EXISTING SITE FINISHES AND
SHALL REMAIN IN PLACE UNTIL A STABLE GRO9TH OF TURF IS ESTABLISHED
ALL DISTURBED AREAS NOT COVERED 9ITH SITE IMPROVEMENTS OR LANDSCAPING SHALL BE
COVERED 9ITH OF TOPSOIL AND SEEDED TO ESTABLISH A DENSE GRO9TH OF TURF
L
SANITARY SE9ER NOTES:
ANTICIPATED DESIGN FLO9:
NUMBER OF UNITS UNITS
BEDROOMS/UNIT BEDROOMS BEDROOMS UNITS
DESIGN FLO9 GPD GPD BEDROOMS
ALL 9ASTE9ATER TREATMENT SYSTEM COMPONENTS SHALL BE IN
STRICT CONFORMANCE 9ITH THE SYSTEM DESIGN INFORMATION
INDICATED ON THESE DRA9INGS ALL NYSDEC AND SARATOGA
COUNTY RE3UIREMENTS
ALL PLUMBING FIXTURES SHALL BE IN COMPLIANCE 9ITH THE
RE3UIREMENTS FOR NE9 STANDARD FIXTURES PER NYSDOH
STANDARDS APPENDIX A TABLE
ALL GRAVITY SE9ER PIPING SHALL BE SDR PVC PIPE 9ITH
GASKETED JOINTS AND FITTINGS INSTALL SE9ER PIPING TO THE
INVERTS INDICATED AT A UNIFORM SLOPE BET9EEN DESIGNATED
ELEVATIONS 9ITH NO SAGS OR HUMPS THE MINIMUM SLOPE FOR
ALL GRAVITY SE9ER PIPING SHALL BE //FT
UNLESS
OTHER9ISE INDICATED
MAINTAIN A FOOT MIN HORIZONTAL SEPARATION BET9EEN
9ATER LINES AND SANITARY SE9ER LINES AND A VERTICAL
SEPARATION BET9EEN SANITARY/STORM AND 9ATER LINES 9HEN
CROSSING LINES
POTABLE 9ATER SERVICE LINE NOTES:
ALL 9ATER FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE 9ITH THE MOST RECENT
RULES REGULATIONS AND CONSTRUCTION STANDARDS OF THE NE9 YORK STATE
DEPARTMENT OF HEALTH AMERICAN 9ATER 9ORKS ASSOCIATION AND THE NE9 YORK
STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
ALL PIPE AND APPURTENANCES SHALL BE APPROVED BY THE NATIONAL SANITATION
FOUNDATION
NSF FOR USE 9ITH POTABLE 9ATER
FOLLO9ING MATERIALS SHALL BE PROVIDED:
A9ATER PIPING:
CEMENT LINED DUCTILE IRON PIPE PUSHÄONÄJOINT TYPE A99A C AND C
THICKNESS CLASS PSI RATED 9ITH A99A C RUBBER GASKETS AND
BRASS 9EDGES OR CONDUCTIVE GASKETS
BVALVES:
A99A C RESILIENT 9EDGE LEFT TURN OPEN GATE VALVE TYPE NONÄRISING
STEM MECHANICAL JOINT TYPE PSI PRESSURE RATED VALVES SHALL BE
AS MANUFACTURED BY MEULLER
CFITTINGS:
SHORT BODY ZINC COATED DUCTILE IRON MECHANICAL JOINT TYPE FITTINGS
A99A CÄ 9ITH A99A C RUBBER GASKETS DUCTILE IRON GLANDS AND
STEEL BOLTS AND NUTS PSI RATED
DTAPPING SLEEVE:
SHALL BE FULL BODY MECHANICAL JOINT DUCTILE IRON OR STAINLESS STEEL
FULL 9RAP AROUND MULLER HÄ SERIES OR APPROVED E3UIVALENT
Ä ALL VALVES RIGHT HAND OPEN
CLOCK9ISE
Ä ALL BOLTS CORÄBLUE TÄBOLTS AND NUTS IN COMPLIANCE 9ITH A99A C
Ä PIPE AND FITTINGS TO BE CEMENT MORTAR LINED PER A99A C
STANDARD THICKNESS
9ATER LINES SHALL BE SEPARATED FROM SANITARY SE9ER LINES FOR A MINIMUM
HORIZONTAL DISTANCE OF FT
MINIMUM VERTICAL SEPARATION BET9EEN 9ATER AND SE9ER PIPELINE SHALL BE
INCHES CLEAR AS MEASURED TO OUTSIDE SURFACES OF PIPES LOCATE JOINTS IN EACH
PIPE E3UIDISTANT FROM THE CROSSING LOCATION
MINIMUM COVER OVER 9ATER LINES SHALL BE Ä TO THE CRO9N OF THE PIPE
MINIMUM BENDING RADIUS FOR 9ATER MAIN INSTALLATION SHALL BE FT
RESPECTIVELY
TRACER 9IRE SHALL BE A MIN OF A9G COPPER CLAD STEEL 9/ MIN MIL HDPE
INSULATION THICKNESS TRACER 9IRE SHALL BE INSTALLED CONCURRENTLY 9ITH THE
HDPE PIPING SYSTEM ALONG THE ENTIRE PIPELINE AND SERVICE CONNECTION SYSTEM
TRACER 9IRE LOCATOR STATION SHALL BE UNDERGROUND FLUSH MOUNTED
COORDINATE 9ITH THE O9NERS REPRESENTATIVE OF THE FACILITY FOR FLUSHING AND
CLEANING OF NE9 SERVICE LINES PRIOR TO TESTING 9ATER PIPING SHALL NOT BE
ALLO9ED TO BE PUT INTO SERVICE UNTIL SUFFICIENTLY CLEARED AND APPROVED BY THE
ENGINEER FOR FINAL CONNECTION
9ATER LINES SHALL BE TESTED IN ACCORDANCE 9ITH A99A C RE3UIREMENTS
NE9 CLEANED OR REPAIRED 9ATER MAINS SHALL BE DISINFECTED IN ACCORDANCE 9ITH
THE LATEST A99A STANDARDS FOR THE DISINFECTION OF 9ATER MAINS DESIGNATION
CÄ 9ITH THE EXCEPTION OF SECTION TABLET METHOD OF CHLORINATION
FOLLO9ING FLUSHING 9ATER SAMPLES SHALL BE COLLECTED FROM THE MAIN AND EACH
BRANCH FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS 9ATER SAMPLES
SHALL BE COLLECTED AND THE MAIN SHALL NOT BE PLACED IN SERVICE UNTIL THE
9ATER HAS BEEN APPROVED AND NOTIFICATION THEREOF RECEIVED UPON COMPLETION
OF PIPELINE INSTALLATION AND BACKFILL CONCURRENT HYDROSTATIC PRESSURE AND
LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE 9ITH A99A C THE ENGINEER
SHALL BE PRESENT FOR ALL SYSTEM TESTING
HYDROSTATIC TEST:
·HYDROSTATIC PRESSURE LEAK TESTING SHALL BE CONDUCTED IN ACCORDANCE 9ITH
ASTM F
·PERFORM AFTER 9ATER MAIN PIPE HAS BEEN DISINFECTED AND PRIOR TO BACKFILL
TEST PRESSURE SHALL BE A MINIMUM OF PSI OR PSI GREATER THAN THE
MAXIMUM STATIC PRESSURE 9HICHEVER IS GREATER
·BEFORE APPLYING TEST PRESSURE COMPLETELY EXPEL AIR FROM SECTION OF PIPING
UNDER TEST PROVIDE CORPORATION COCKS SO THAT AIR CAN BE EXPELLED AS
PIPELINE IS FILLED 9ITH 9ATER AFTER AIR HAS BEEN EXPELLED CLOSE
CORPORATION COCKS AND APPLY TEST PRESSURE UPON COMPLETION OF TESTS
REMOVE CORPORATION COCKS AND PLUG RESULTING PIPE OPENINGS
·THE TEST PROCEDURE SHALL CONSIST OF AN INITIAL EXPANSION FOLLO9ED BY A
TEST PHASE FOR THE INITIAL EXPANSION PHASE THE SECTION OF PIPELINE BEING
TESTED SHALL BE PRESSURIZED TO THE TEST PRESSURE FOR A MINIMUM OF FOUR
HOURS
·BEGIN THE INITIAL EXPANSION PHASE BY SLO9LY BRING PIPING TO TEST PRESSURE
AND ALLO9 SYSTEM TO STABILIZE PRIOR TO CONDUCTING LEAKAGE TEST DO NOT
OPEN OR CLOSE VALVES AT DIFFERENTIAL PRESSURES ABOVE RATED PRESSURE
·AT THE COMPLETION OF THE FOUR HOUR EXPANSION PHASE THE PRESSURE SHALL BE
REDUCED BY PSI AND THE TEST PHASE SHALL COMMENCE
·THE REDUCED TEST PRESSURE SHALL REMAIN STEADY
9ITHIN OF TARGET
PRESSURE FOR A MINIMUM OF ONE HOUR NO PIPELINE INSTALLATION 9ILL BE
APPROVED 9HEN PRESSURE VARIES BY MORE THAN PSI AT COMPLETION OF
HYDROSTATIC PRESSURE TEST
·EXAMINE EXPOSED PIPING FITTINGS VALVES HYDRANTS AND JOINTS CAREFULLY
DURING HYDROSTATIC PRESSURE TEST REPAIR OR REPLACE DAMAGED OR DEFECTIVE
PIPE AND APPURTENANCES DISCOVERED FOLLO9ING PRESSURE TEST
LEAKAGE TEST
·PERFORM FOLLO9ING SATISFACTORY RESULTS OF A HYDROSTATIC TEST PRIOR TO
BACKFILL FOR A MINIMUM T9O HOUR DURATION
·SUBJECT PIPE TO ITS RATED PRESSURE
· NO PIPELINE INSTALLATION 9ILL BE APPROVED 9HEN LEAKAGE IS GREATER THAN
THAT DETERMINED BY THE FOLLO9ING FORMULA:
L SD
√P /
L ALLO9ABLE LEAKAGE
GALLONS PER HOUR
S LENGTH OF PIPE TESTED
INCHES
D NOMINAL DIAMETER OF PIPE
INCHES
P AVERAGE TEST PRESSURE DURING THE LEAKAGE TEST
PSI
· 9HEN LEAKAGE EXCEEDS SPECIFIED ACCEPTABLE RATE LOCATE SOURCE AND REPAIR
ACCORDINGLY REPEAT TEST UNTIL SPECIFIED LEAKAGE RE3UIREMENTS ARE MET
FIRE SUPPRESSION SYSTEMS IF RE3UIRED SHALL BE DESIGNED BY OTHERS IF 9ET FIRE
SUPPRESSION SYSTEMS ARE PROPOSED THEY SHALL BE E3UIPPED 9ITH BACKFLO9
PREVENTION DEVICES
CÄ
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PROPERTY LINE
LEGEND
EXISTING TREE
TO REMAIN
PROPERTY LINE
SETBACK
PROPOSED SHRUBS/
GROUNDCOVER
PROPOSED TREES
PROPOSED ARTIFICIAL
TURF GRASS
PROPOSED LA9N
PROPOSED MULCH
AREA
PROPERTY LINE
LEGEND
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Park Place
ARTIFICIAL TURF
AC
MS
MS
MS
HM
HM
HM
RS
R9
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RS
RS
IG
IG
IC
IC
TO
LA9N
LA9N
HA
PV
PP
LA9N
ARTIFICIAL
TURF
BLACK STEEL
EDGING TYP
BLACK STEEL
EDGING TYP
PROPOSED BUILDING
SEE ARCHITECTURAL PLANS
PC
PLANTING SCHEDULE
KEY 3TY SYMBOL SCIENTIFIC NAME COMMON NAME SIZE COMMENTS
DECIDUOUS TREES
PC PYRUS CALLERYANA BRADFORD PEAR HT
AC AMELANCHIER CANADENSIS CANADIAN
SERVICEBERRY HT
EVERGREEN
TO THUJA OCCIDENTALIS EMERALD GREENEMERALD GREEN
ARBORVITAE Ä FT HEIGHT OC
PP PICEA PUNGENS APACHECOLORADO BLUE
SPRUCE FT HEIGHT OC
PERENNIALS / GRASSES / SEDGES
IC ILEX CRENATA SKY BOX JAPANESE
HOLLY GAL OC
HM HAKONECHLOA MACRA JAPANESE FOREST
GRASS GAL OC
PV PANCIUM VIRGATUM S9ITCHGRASS GAL
MS MISCANTHUS SINENSIS ZEBRINUSVARIEGATED ZEBRA
GRASS GAL OC
IG ILEX GLABRA COMPACTACOMPACT INKBERRY GAL OC
R9 ROSA KNOCKOUT X RAD9HITE PP 9HITE ROSE GAL9HITE FLO9ER
OC
RS ROSA SPPRED ROSE GALRED FLO9ER
OC
HA HYDRANGEA ARBORESCENS ANNABELLESMOOTH HYDRANGEA GAL OC
PC
FT9 LIGHT
DUTY CONC
SIDE9ALK
FT9
HEAVY DUTY
CONC
SIDE9ALK AT
DRIVE9AY
STREETLIGHT
TYP
CONTROL
JOINT
TYP
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION
//
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF
DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT
9ARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT BEFORE
COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING
UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRA9ING
TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND
SURVEYORS PC ON DECEMBER
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
VINCENT KATHERINE LATERRA
COTTAGE ST PARK PLACE
SARATOGA SPRINGS NY
LATERRA
CONDOMINIUMS
//PERMITS APPROVALS
PLANTING PLAN
CÄ
on 24" x 36" sheet
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet
PLANTING NOTES:
ALL DEFINED PLANT BEDS SURROUNDING UPPER PATIO LEVEL TO BE MULCHED 9ITH RIVER ROCK
PRIOR TO PLANTING CONTRACTOR SHALL LOCATE VERIFY AND REPORT ANY CONFLICTS OF EXISTING
UTILITY LINES TO THE LANDSCAPE ARCHITECT
ALL NE9 PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE
AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN
INC AND SHALL BE OF SPECIMEN 3UALITY UNLESS APPROVED OTHER9ISE BY DIRECTORS
REPRESENTATIVE
9RITTEN APPROVAL IS RE3UIRED FROM LANDSCAPE ARCHITECT OF ANY PROPOSED SUBSTITUTIONS OF
PLANT MATERIAL CHANGED PLANTS SHALL BE E3UIVALENT FORM HEIGHT FLO9ER COLOR LEAF SIZE
BRANCHING CULTURE AND FRUIT
A MINIMUM OF OF SUITABLE TOPSOIL IS RE3UIRED IN AREAS 9ITH PROPOSED LA9N SEEDING PRIOR TO
SEEDING
PRIOR TO COMMENCEMENT OF PLANTING STAKE LOCATION OF ALL PLANTINGS FOR APPROVAL BY
LANDSCAPE ARCHITECT
SCHEDULE DELIVERY OF PLANTS ONLY IN REASONABLE TIME AS TO 9HEN THEY CAN BE INSTALLED
PLANTS TO BE INSPECTED BY LANDSCAPE ARCHITECT AT DELIVERY
MAINTENANCE TO BEGIN IMMEDIATELY FOLLO9ING INSTALLATION OF PLANT MATERIALS AND LA9N UNTIL
FINAL ACCEPTANCE
TREES SHALL NOT BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING TREES SHALL BE PLANTED ´
HIGHER THAN PREVIOUS GRADE SHRUBS AND GROUND COVER SHALL BE PLANTED AS THE SAME
RELATIONSHIP TO GRADE AS PREVIOUS GRADE
PLANT MATERIAL 3UANTITIES TO BE PROVIDED BY CONTRACTOR AS SHO9N ON DRA9INGS
UNLESS NOTED ON PLANT LIST PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GRO9N
FOR SEEDING OF DISTURBED AREAS USE SPECIFIED MIX FOR DESIGNATED AREA OR APPROVED E3UAL
APPROVED BY LANDSCAPE ARCHITECT
MATCHLINE PLAN VIE9
THIS D9G
MATCHLINE PLAN VIE9
THIS D9G
PLAN VIE9 CONT
SCALE: Ä
CÄ
CÄ
CÄ
CÄ
PROPERTY LINE
LEGEND
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Park Place
Subdivision Plan
LIGHTING FIXTURE
TYP
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION
//
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF
DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT
9ARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT BEFORE
COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING
UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRA9ING
TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND
SURVEYORS PC ON DECEMBER
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
VINCENT KATHERINE LATERRA
COTTAGE ST PARK PLACE
SARATOGA SPRINGS NY
LATERRA
CONDOMINIUMS
//PERMITS APPROVALS
SA
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CÄ
on 24" x 36" sheet
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
STAKES PER BALE
ZZ
ANCHOR BALES 9ITH
BALES TO BUTT
MIN
POLYETHYLENE
SHEETING
BINDING 9IRE
STRA9 BALE
TYPICAL
9OOD STAKE
TYPICAL
MIL
MIN DEPTH
AGGREGATE
MIN IMBEDMENT
TYPICAL
EXISTING GRADE
MAX
AGGREGATE
TRUCKSALL CONCRETE
9ASHOUT HERE
SHALL
BLACK LETTERS
ON 9HITE
BACKGROUND
GALVANIZED U
Ä TO
BOTTOM OF SIGN
Ä MIN
SOIL
EMBEDMENT
FINISH GRADE
SIGN SHALL BE PLACED
IN A PROMINENT LOCATION
AT 9ASHOUT AREA
CHANNEL POST
TYPICAL SECTION
PLAN
9ASHOUT SIGN
ALL AROUND
MIN
POLYETHYLENE
SHEETING MIL
SEASONAL HIGH
GROUND9ATER
TABLE
MIN
CONCRETE 9ASHOUT AREA DETAIL
SCALE: NTS
CAPACITY:
THE 9ASHOUT FACILITY SHALL BE SIZED TO CONTAIN SOLIDS 9ASH 9ATER AND RAINFALL SIZED TO
ALLO9 FOR EVAPORATION OF 9ASH 9ATER AND RAINFALL 9ASH 9ATER SHALL BE ESTIMATED AT
GALLONS PER CHUTE AND GALLONS PER HOPPER OF CONCRETE PUMP TRUCK AND/OR DISCHARGING
DRUM THE MINIMUM SIZE SHALL BE FEET BY FEET AT THE BOTTOM AND FEET DEEP IF EXCAVATED
THE SIDE SLOPES SHALL BE HORIZONTAL TO VERTICAL
LOCATION:
LOCATE THE FACILITY A MINIMUM OF FEET FROM DRAINAGE S9ALES STORM DRAIN INLETS 9ETLANDS
STREAMS AND OTHER SURFACE 9ATERS PREVENT SURFACE 9ATER FROM ENTERING THE STRUCTURE
EXCEPT FOR THE ACCESS ROAD PROVIDE APPROPRIATE ACCESS 9ITH GRAVEL ACCESS ROAD SLOPED DO9N
TO THE STRUCTURE SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS
DISCHARGED
LINER:
ALL 9ASHOUT FACILITIES SHALL BE LINED TO PREVENT LEACHING OF LI3UIDS IN THE GROUND THE LINER
SHALL BE PLASTIC SHEETING 9ITH A MINIMUM THICKNESS OF OKNU 9ITH NO HOLES OR TEAR AND
ANCHORED BEYOND THE TOP OF THE PIT 9ITH AN APPURTENANCE EXCEPT AT THE ACCESS POINT
IF PREÄFABRICATED 9ASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE
CONCRETE 9ASH AND BE SIZED BASED ON THE EXPECTED FRE3UENCY OF CONCRETE POURS THEY SHALL
BE SITED AS NOTED IN THE LOCATION CRITERIA
MAINTENANCE:
·ALL CONCRETE 9ASHOUT FACILITIES SHALL BE INSPECTED DAILY DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED IMMEDIATELY
EXCESS RAIN9ATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHALL BE PUMPED TO A STABILIZED AREA SUCH AS GRASS FILTER STRIP
·ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED 9HEN OF STORAGE CAPACITY OF THE STRUCTURE IS FILLED ANY EXCESS 9ASH 9ATER
SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE
·DISPOSE OF THE HARDENED MATERIAL OFFÄSITE IN A CONSTRUCTION/DEMOLITION LANDFILL ONÄSITE DISPOSAL MAY BE ALLO9ED IF THIS HAS BEEN
APPROVED AND ACCEPTED AS PART OF THE PROJECTS S9PPP IN THAT CASE THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED OR BURIED AND
COVERED 9ITH A MINIMUM OF FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION
·THE PLASTIC LINER SHALL BE REPLACED 9ITH EACH CLEANING OF THE 9ASHOUT FACILITY
·INSPECT THE PROJECT SITE FRE3UENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NONÄDESIGNATED AREAS
HARD9OOD
FENCE POSTS
MIN LONG
DRIVEN INTO
GROUND
MAX ℄ TO ℄
SECTION VIE9
M
I
N
A
B
O
V
E
G
R
A
D
E
MI
N
BE
L
O
9
GR
A
D
E
O
V
E
R
A
L
L
F
A
B
R
I
C
H
E
I
G
H
T
FLO9
FLO9
9OVEN 9IRE
FENCE
MIN
GAUGE 9 MAX
MESH SPACING
MIN FENCE POST
9OVEN 9IRE FENCE
MIN GAUGE 9/
MAX MESH SPACING
9ITH FILTER CLOTH
FLO9
M
I
N
M
I
N
UNDISTURBED
GROUNDEMBED FILTER
CLOTH A MIN OF
IN GROUND
COMPACTED SOIL
NOTES:
9OVEN 9IRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS 9ITH 9IRE TIES OR
STAPLES POSTS SHALL BE STEEL EITHER T OR U TYPE HARD9OOD
FILTER CLOTH TO BE FASTENED SECURELY TO 9OVEN 9IRE FENCE 9ITH TIES SPACED
EVERY AT TOP AND MID SECTION FENCE SHALL BE 9OVEN 9IRE MAX MESH
OPENING
9HEN T9O SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
OVERLAPPED BY SIX INCHES AND FOLDED FILTER CLOTH SHALL BE EITHER FIXTER X
MARAFI X STABILINKA TN OR APPROVE E3UIVALENT IF USING THE 9OVEN 9IRE
FENCE IF THE 9OVEN 9IRE FENCE IS NOT USED FILTER FABRIC MUST BE NYSDOT
APPROVED MATERIAL LIST FOR SILT FENCE UNSUPPORTED M POST SPACING
PERSPECTIVE VIE9
SILT FENCE DETAIL
SCALE: NTS
SILT FENCE SLOPE LENGTH/FENCE LENGTH
FT
SLOPE STANDARD
FENCE
REINFORCED
FENCE SUPER
/ NA NA
Ä / / /
Ä / / /
Ä / / /
CONSTRUCTION DETAILS
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION
//
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF
DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT
9ARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT BEFORE
COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING
UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRA9ING
TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND
SURVEYORS PC ON DECEMBER
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
VINCENT KATHERINE LATERRA
COTTAGE ST PARK PLACE
SARATOGA SPRINGS NY
LATERRA
CONDOMINIUMS
//PERMITS APPROVALS
CÄ
NOTE:
STONE SIZE Ä USE Ä TYPE STONE
LENGTH Ä NOT LESS THAN FEET
EXCEPT ON A SINGLE
RESIDENCE LOT 9HERE A MINIMUM LENGTH 9OULD APPLY
THICKNESS Ä NOT LESS THAN
9IDTH Ä FEET MINIMUM BUT NOT LESS THAN THE FULL 9IDTH
9HERE INGRESS AND EGRESS OCCUR FEET IF SINGLE
ENTRANCE TO THE SITE
GEOTEXTILE Ä 9ILL BE PLACED OVER THE ENTIRE AREA PRIOR
TO PLACING THE STONE
SURFACE 9ATER Ä ALL SURFACE 9ATER FLO9ING OR DIVERTED
TO9ARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS
THE ENTRANCE IF PIPING IS IMPRACTICAL A MOUNTABLE BERM
9ITH A : SLOPE 9ILL BE PERMITTED
MAINTENANCEÄ THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION 9HICH 9ILL PREVENT TRACKING OR FLO9ING OF
SEDIMENT ONTO PUBLIC RIGHTSÄOF 9AY MUST BE REMOVED
IMMEDIATELY
9HEN 9ASHING IS RE3UIRED IT SHALL BE DONE ON A AREA
STABILIZED 9ITH STONE AND 9HICH DRAINS INTO AN APPROVED
SEDIMENT TRAPPING DEVICE
PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE
PROVIDED AFTER EACH RAIN
EXISTING
PAVEMENT
M
I
N
:
GEOTEXTILE FABRIC MOUNTABLE
BERM
OPTIONAL
EXISTING
PAVEMENTEXISTING GROUND
EXISTING GROUND
PLAN VIE9
PROFILE VIE9
MIN
MIN
M
I
N
MIN
M
I
N
M
I
N
STABILIZED CONSTRUCTION ENTRANCE
SCALE: NTS
NOTES:
REFERENCE IS MADE TO THE SILT FENCE DETAIL FOR MATERIALS AND INSTALLATION METHODS
IF THE STOCKPILE IS TO REMAIN FOR MORE THAN DAYS IT SHALL BE STABILIZED 9ITH BURLAP MATTING OR SEEDED
9ITHIN DAYS OF COMPLETION TO MINIMIZE EROSION
INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER 9EEK OR AFTER SUBSTANTIAL RAINFALL REPAIR OR
REPLACE DEFICIENCIES IMMEDIATELY
SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN ELIMINATED AND SHALL BE
REMOVED ONLY 9HEN DIRECTED BY TO9N OR ENGINEER
TOPSOIL STOCKPILE DETAIL
SCALE: N.T.S.
SILT FENCE TO EXTEND AROUND
ENTIRE PERIMETER OF
STOCKPILE OR TO EXTEND
AROUND DO9NSTREAM PORTION
IF STOCKPILE IS ON SLOPE
MI
N
UNDISTURBED AREADISTURBED AREA
BLO9N/PLACED
FILTER MEDIA
COMPOST
FILTER SOCK
Z 9OODEN
STAKES PLACED
OC " ANGLE
SECTION VIE9
DISTURBED
AREAFLO
9
F
L
O
9
UNDISTURBED
AREA
PLAN VIE9
EXISTING
CONTOURS
Z 9OODEN
STAKES PLACES
OC " ANGLE
COMPOST FILTER
SOCK
COMPOST FILTER SOCK DETAIL
SCALE: NTS
COURSE
BINDER
PARKING LOT
PAVEMENT
TYPE
/
COURSE
TOP
COURSE
GRAVEL
Ä
NOTES:
PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET DRIVE9AY AND PARKING LOT CONSTRUCTION 9HERE
TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE BASED ON ANTICIPATED VOLUMES AND LOADS THE ENGINEER
MAY RE3UIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING
BINDER TO BE PLACED IN Ä LIFTS 9ITH TACK COAT BET9EEN
THE ENGINEER MAY RE3UIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS ALL
TESTING SHALL BE AS ORDERED BY THE ENGINEER AND SHALL BE PAID BY THE CONTRACTOR
NOTIFY THE ENGINEER HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS
TOP COURSE Ä NYS DOT ITEM Ä F HMA SERIES COMPACTION
TACK COAT Ä NYS DOT ITEM Ä DILUTED TACK COAT
BINDER COURSE Ä NYS DOT ITEM Ä F HMA SERIES
COMPACTION PG BINDER
LI3UID ASPHALT GRADE SHALL BE PGÄÄ
DEPTH TO
SUBGRADE
AS RE3D
STANDARD ROAD9AY /
FILTER FABRIC
SUBGRADE Ä COMPACTED TO
STANDARD PROCTOR DENSITY
CITY OF SARATOGA SPRINGS ASPHALT PAVEMENT DETAIL
SCALE: NTS
COMPACTED GRAVEL Ä NYSDOT TYPE
SECT
COMPACTED TO STANDARD PROCTOR
DRIP EDGE STONE SURFACE DETAIL
SCALE: NTS
ADJACENT STRUCTURE
OR SURFACE
FINISHED SLAB
MIRAFI N OR APPROVED E3UAL FILTER
FABRIC
FLASHED UP AT ALL EDGES
ROUNDED RIVER STONE OR APPROVED
E3UIVALENT DEEP TOP OF STONE SET
BELO9 FINISHED SLAB ELEV
COMPACTED SUBGRADE
COLÄMET OR APPROVED E3UAL BRO9N
STEEL EDGING CONTINUOUS AT DRIP EDGE
DEEP 9/ STAKES AT Ä OC
SLOPE " MIN
M
I
N
SEE PLANS
LIGHT DUTY CONCRETE
BROOM FINISH PERPENDICULAR
TO 9ALK
CONCRETE
X NO Ä9 X 9 9ELDED
9IRE FABRIC 9ITH MIN LAP
SPLICE AND BOTTOM CLEARANCE
GRANULAR SUBBASE COURSE
NYS DOT SECT TYPE
COMPACTED TO STANDARD
PROCTOR
SUBGRADE COMPACED TO
STANDARD PROCTOR
CITY OF SARATOGA CONCRETE SURFACE DETAIL
SCALE: NTS
HEAVY DUTY CONCRETE
BROOM FINISH PERPENDICULAR
TO 9ALK
CONCRETE
X NO Ä9 X 9 9ELDED
9IRE FABRIC 9ITH MIN LAP
SPLICE AND BOTTOM CLEARANCE
GRANULAR SUBBASE COURSE
NYS DOT SECT TYPE
COMPACTED TO STANDARD
PROCTOR
SUBGRADE COMPACED TO
STANDARD PROCTOR
SIGN TABLE DETAIL
SCALE: NTS
SIGN
NODESCRIPTION MUTCD
NO/SIZE 3UANTITY
A RÄ
Z
SITE SIGN TABLE
PARKING
RESERVED GREEN
LEGEND/BORDER
9HITE BKGD
COLORS
B M
ZPARKING
NO GREEN
LEGEND/BORDER
9HITE BKGDANYTIME
TYPE TYPICAL JOINT DETAIL
CONCRETE JOINT DETAILS
SCALE: NTS
TYP
TOOLED JOINT 9/ RADIUS EDGES AS
SHO9N TYP
CLOSED CELL POLYETHYLENE JOINT FILLER
MATERIAL COMPATIBLE 9ITH SUBSTRATE
AND OTHER EXPANSION JOINT MATERIALS
COVER 9ITH 9R MEADO9S OR E3UAL SNAP
CAP AND REMOVE AFTER CURING JOINT
SINGLE COMPONENT SILICONE JOINT
SEALANT COMPATIBLE 9ITH SUBSTRATE AND
OTHER EXPANSION JOINT MATERIALS
CONCRETE
EXPANSION
JOINT
TYPTOOLED JOINT 9/ RADIUS
EDGES AS SHO9N TYP
JOINT
TOOLED CONSTRUCTION JOINT
CONCRETE
/
DE
P
T
H
M
I
N
CONTROL
JOINT
NOTE:
LOCATE CONTROL JOINTS AS SPECIFIED ON LAYOUT MATERIALS PLANS
TOOLED JOINTS SHALL ALSO BE LOCATED AROUND ENTIRE PERIMETER OF
CONCRETE PAVEMENT
EXPANSION JOINTS TO OCCUR OC MAX AND AT ALL CURBS 9ALLS
AND 9HERE SHO9N ON PLANS OR OTHER DETAILS
A
B
ADA COMPLIANT PARKING SPACE DETAIL
SCALE: NTS
MA
X
RESE
R
V
E
D
PARK
I
N
G
ADA PARKING SPACE SIGNAGE
POSTED ON BUILDING SEE
DETAIL THIS DRA9ING
T
Y
P
T
Y
P
ACCESSIBLE ICON
SEE NOTE
NOTES:
ALL DIMENSIONS SHALL BE IN
ACCORDANCE 9ITH ADA STANDARD
AND CURRENT ZONING AND SITE
REGULATIONS
PARKING SPACE LENGTH SHALL BE
PAINTED ACCESSIBLE LOGO TO
BE IN ACCORDANCE 9ITH NE9
YORK STATE LA9
SLOPE OF PAVEMENT SURFACE IN
HANDICAP PARKING AREA SHALL
NOT EXCEED IN ANY
DIRECTION
SEE DRA9ING CÄ FOR ACTUAL
LOCATION OF SIGNAGE
VANÄACCESSIBLE LOADING ZONE:
STRIPING SHALL BE 9IDE BLUE
AND SHALL BE Ä OC TYP
T
Y
P
T
Y
P
N
O
P
A
R
K
I
N
G
ANYTI
M
E
BEDDING COURSE / Ä /
9ASHED FRACTURED OPEN
GRADED STONE AGGREGATE
PERMEABLE PAVER TYPE AND
COLOR TBD
JOINT FILLING MATERIAL
AGGREGATE 9ASHED FRACTURED
AND OPENGRADED
CHOKER COURSE / 9ASHED
FRACTURED OPEN GRADED STONE
AGGREGATE
RESERVOIR 9ITH VOIDS Ä/ Ä
CLEAN FRACTURED OPEN GRADED
STONE AGGREGATE
9OVEN GEOTEXTILE FABRIC
SUBGRADE
PERMEABLE PAVER DETAIL
SCALE: NTS
CÄ
CONSTRUCTION DETAILS
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION
//
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF
DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT
9ARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT BEFORE
COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING
UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRA9ING
TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND
SURVEYORS PC ON DECEMBER
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
VINCENT KATHERINE LATERRA
COTTAGE ST PARK PLACE
SARATOGA SPRINGS NY
LATERRA
CONDOMINIUMS
//PERMITS APPROVALS
CÄ
PERENNIALS Ä SEE SHEET CÄ FOR
TYPE AND LOCATION OF PLANTING
SHREDDED HARD9OOD BARK MULCH
AROUND PERENNIALS AND GRASS SPRIGS
SUBSOIL
PLANTING SOIL MIX IN ALL PERENNIAL
BEDS PLACED IN LIFTS
TYP
SHOVEL CUT AT EDGE
OF PLANTING BED
PERENNIAL GRASS PLANTING DETAIL
SCALE: NTS
MIN
NOTES:
COMPLY 9ITH RECOMMENDATIONS AND RE3UIREMENTS OF ANSI Z
AMERICAN STANDARD FOR NURSERY STOCK
SHRUB ALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO
PREVIOUSLY EXISTING GRADE
MULCH BED Ä PLACE SHREDDED
HARD9OOD BARK MULCH AROUND ALL
SHRUBS
MULCH OVER LIP OF TOPSOIL
TO FORM SAUCER
CUT AND REMOVE BURLAP
FROM TOP ONE THIRD OF
SHRUB BALL
PREPARED TOPSOIL IN
LIFTS
SCARIFY COMPACTED SUBÄSOIL
TO A DEPTH OF
PRUNE TO REDUCE FOLIAGE BY ONE THIRD
AL9AYS PRUNE TO NODE OR CROTCH
NEVER CUT LEADER RETAIN NATURAL
CHARACTER OF SHRUB
BALLED BURLAPPED DETAIL
SCALE: NTS
HOSE
ARBORTIE
STAKES TO Ä/ DIA OR S3 LONG
USE STAKES FOR OVER CAL
STAKES FOR AND UNDER CAL
9RAP: REMOVE TREE 9RAP IF ANY
EXISTS DO NOT ADD TREE 9RAP
PLANTING MIX SAUCER
MULCH MAX
REMOVE ALL SYNTHETIC STRING BURLAP
AND OTHER MANÄMADE MATERIAL FROM THE
ROOT BALL THE 9IRE BASKET SHOULD BE
FOLDED DO9N SEVERAL INCHES AS LONG AS
THIS DOES NOT DAMAGE THE ROOT BALL
THE TREE PIT 9ILL BE DUG TO X THE DIAMETER
OF THE ROOTÄBALL 9HERE PRACTICAL OR MIN
OF X THE ROOTÄBALL DIAMETER
UNDISTURBED SUBGRADE
NOTES:
FILL THE TREE PIT 9ITH 9ATER AND ALLO9 IT TO
COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLING
REMOVE ALL CONSTRUCTION DEBRIS ROCKS AND LARGE
STICKS BEFORE AND DURING BACKFILLING
BACKFILL 9ITH THE SOIL THAT 9AS REMOVED
UNLESS
PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS
BACKFILL 9ILL OCCUR IN Ä LIFTS 9ATERING BEFORE
ADDITIONAL FILL IS ADDED
REFER TO THE URBAN COMMUNITY FOREST MASTER PLAN
FOR THE DBH
DIAMETER AT BREAST HEIGHT AND THE
TREE SPECIES
ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE
FOLLO9ING INFORMATION TO BE APPROVED BY THE CITY OF
SARATOGA SPRINGS:
BOTANICAL NAME HEIGHT OR
COMMON NAME TRUNK DIA
TOTAL 3UANTITY SPACING
FINISHED GRADE
CITY OF SARATOGA SPRINGS TREE PLANTING DETAIL
SCALE: NTS
NOTES:
INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED
9ITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC
9ORKS
USE V PO9ER
THE O9NER/DEVELOPER IS RESPONSIBLE FOR PAYING
CONNECTION CHARGES FROM NATIONAL GRID THE CITY OF
SARATOGA TAKES OVER THE LIGHT ONCE CONNECTED
ELECTRIC SERVICES: S9EEPS AT CONCRETE BASES AND
BET9EEN BASES USE SCHEDULE PVC NONÄMETALLIC
CONDUIT UNLESS UNDER DRIVE9AYS 9HERE SCHEDULE PVC
IS RE3UIRED FOR 9IRE: THHN COPPER STRANDED NUMBER
COLORED RED 9HITE AND GREEN LIGHTS ARE 9IRED
VOLTS PROVIDE A SEPARATE HANDHOLE SYNERTECH
SYNHH TO BE O9NED BY THE CITY FOR THE
DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX
AT THE BEGINNING OF SERVICE PROVIDE AND INSTALL
INCH COPPER GROUND ROD IN HANDHOLE 9IRE AND CONDUIT
FROM THE HANDHOLE TO POLE OR BOX PER NATIONAL GRIDS
STANDARDS IF CONNECTING ONLY ONE LIGHT PROVIDE
9ATERTIGHT FUSEHOLDER FERRAZ SHAMUT FEBÄÄ P V
9ITH AMP FUSE 9ITH INSULATOR BOOTS PART FRZ FSB IN
HANDHOLE FOR FUSING THE PO9ER 9IRE IF CONNECTING MORE
THAN ONE LIGHT PUT A AMP FUSE IN 9ATERTIGHT FUSE
HOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDER
BUSSMAN HEBÄAA FUSEHOLDER 9ITH AMP FUSE IN THE BASE
OF EACH LAMP RUN THHN COPPER
RED 9HITE AND
GREEN FROM BASE TO TOP OF LIGHT USE POLARIS
CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF
LIGHTS THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO
CONCRETE BASE USING FENDER 9ASHERS INCH OD INCH ID
AND INCH THICKNESS AND LOCK 9ASHER
Ä
Ä
Ä DIA TAPERED POLE
9ALL THICKNESS ÄT
STRUCTURAL GRADE ALUMINUM
POLE 9ELDED FOR SINGLE UNIT
CONSTRUCTION
CAST ALUMINUM FINIAL AND
ROOF SAME FINISH AS POLE
ARCTÄMDL LED: 9ATT
COLOR TEMPERATURE
TYPE DISTRIBUTION Ä
VOLT DIMMABLE DRIVER
ACRYLIC ACORN LENS
T T9IST LOCK FITTER
DRIVER COMPARTMENT
ELETRONIC PHOTOCELL
STREET SIDE
ACCESS DOOR
DIA BASE FLOOR
THICKNESS FOUR ANCHOR
BOLTS AND ONE GROUND STUD
BLACK FINISH
FINISH GRADE
CHAMFER
ZINC PLATED ANCHOR
BOLT ASSEMBLY PER
MANUFACTURERS
RECOMMENDATIONS
PVC SCHEDULE
NO DIRECT BURIAL
GROUND ROD PER NEC
PSI CONCRETE BASE
9ITH SONOTUBE FIBER
FORM DIA
UNDISTURBED SUBGRADE
OR COMPACTED TO
STANDARD PROCTOR
Ä
M
I
N
B
E
L
O
9
FI
N
I
S
H
G
R
A
D
E
M
I
N
DIA BASE DIA BOLT
CIRCLE DIAMOND PATTERN
FOUR X ANCHOR BOLTS
STREET PHOTOCELL
ACCESS DOOR
CATALOG NUMBER:
PTÄDSRLEDÄTÄARTÄMDLÄAÄPEC/T/BKCITY OF SARATOGA LIGHT POLE AND BASE
SCALE: NTS
SEEDED LA9N SEED MIX AS
SPECIFIED STABILIZE ALL
SLOPES E3UAL TO OR GREATER
THAN : 9ITH HYDROSEED
APPLICATION OF FLEXTERRA
BONDED FIBER MATRIX OR
E3UAL
LOAM TOPSOIL
FREE DRAINING
FILL SOIL OVER
BEDROCK
EXISTING BEDROCK
SEEDED AREA DETAIL
SCALE: NTS
MI
N
ÄZÄ
FINISH GRADE
BACKFILL 9/COMPACTED
GRANULAR FILL MATERIAL
HDPE STORM PIPE
SEE PLANS FOR OUTLET
INV EL
PRECAST CONC CATCH BASIN
SUITABLE FOR H VEHICULAR
LOADING
Ä
S
U
M
P
CRUSHED STONE
UNDISTURBED SOIL
HDPE STORM
PIPE SEE PLANS
FOR INLET INV EL
STORM DRAIN PIPING
GROUT TO CATCH BASIN
FOR 9ATERTIGHT SEAL
TYP
RIM EL SEE PLANS
PRECAST CONCRETE
EXTENSION RINGS TO
GRADE AS RE3D
NEENAH FOUNDRY RÄ
FRAME GRATE OR
APPROVED E3UIVALENT
UNO ON PLANS
CATCH BASIN DETAIL
SCALE: NTS
D
9ATER M
A
I
N
SANITA
R
Y
O
R
S
T
O
R
M
S
E
9
E
R
SANITA
R
Y
O
R
S
T
O
R
M
S
E
9
E
R
MIN TOP OF
9ATER MAIN TO
INVERT OF
SANITARY OR
STORM SE9ER
ONE FULL
L
E
N
G
T
H
/ L
MIN TOP OF
SE9ER TO BOTTOM
OF 9ATER MAIN
NOTES
IF VERTICAL CAN NOT BE
ACHIEVED AT LOCATIONS OF
9ATER MAIN SE9ER
CROSSINGSCONTRACTOR SHALL
CONSTRUCT EITHER OF THE
FOLLO9ING OPTIONS
CONSTRUCT SANITARY SE9ER OF
PVC PRESSURE PIPE MATERIAL
ON EACH SIDE OF THE 9ATER
MAIN/STORM SE9ER AND TEST
SANITARY SE9ER AT PSI
PRESSURE
ENCASE SE9ER PIPE IN CONCRETE
DISTANCE ON EACH SIDE OF
9ATER/ STORM SE9ER CROSSING
CONCRETE ENCASEMENT SHALL BE
MINIMUM ALL AROUND PROPOSED
SE9ER PIPE9ATER SE9ER SEPARATION DETAIL
SCALE: NTS
PAVED AREASUNPAVED AREAS
BURIED TRACER 9IRE/9ARNING TAPE
COMPACTED BACKFILL
CLEAN SAND OR GRAVEL MATERIAL
SHALL BE CLEANED OF ROCK
GREATER THAN IN DIAMETER
BEDDING SAND
PIPE CENTERED IN TRENCH
SEE PLANS FOR SIZE
CENTERED IN TRENCH SEE
PLANS FOR SIZE AND TYPE
TOPSOIL SEED
PAVEMENT
SUBBASE
MIN HAND TAMPED
BEDDING HAND TAMPED
UNDISTURBED SOIL
Ä
Ä
M
I
N
9
A
T
E
R
Ä
M
I
N
S
E
9
E
R
Ä
D
D
Ä MAX
D
Ä MIN
PIPE TRENCH DETAIL
SCALE: NTS
OR BEND
AS RE3UIRED
SLOPE MIN TO MAX
FL
O
9
OR BEND AS RE3UIRED
PIPE BEDDING AS RE3UIRED
FLO9
UNDISTURBED SUBGRADE
CL
SCH PVC SE9ER LATERAL
MUNICIPAL SE9ER MAIN
SCH
PVC 9YE
CL
SANITARY SE9ER CONNECTION DETAIL
SCALE: NTS
DROP CURB DETAIL
SCALE: NTS
DROP
C
U
R
B
SECTI
O
N
O
F
C
U
R
B
MIN D
R
I
V
E
9
A
Y
9
I
D
T
H
MAX 9
I
D
T
H
O
F
F
R
O
N
T
A
G
E
STREET
Ä
Ä
Ä/ REVEAL
MAX
TAPER CURB
CONCRETE CURB
EXPANSION JOINT
FULL DEPTH OF CONCRETE
R
RCONCRETE DRIVE9AY
CONCRETE APRON
EXPANSION JOINT
ASPHALT 9ARP AREA
BOTH SIDES
ZINC COATED `
CLASS DIP
MUELLER
RESILIENT 9EDGE
TAPPING VALVE
UNEXCAVATED
/UNDISTURBED
EARTH
/ PEA STONE
EXIST 9ATERLINE SIZE
TO BE FIELD VERIFIED
BY CONTRACTOR
STAINLESS STEEL TAPPING
SLEEVE MUELLER HÄSS
OR APPROVED E3
VALVE BOX
9ATERLINE TAPPING DETAIL
SCALE: NTS
MEGALUG MECHANICAL
JOINT RESTRAINT AS
MANUFACTURED BY EBAA
IRON OR APPROVED E3
NOTES:
TAPPING SLEEVE SHALL NOT BE
INSTALLED 9ITHIN Ä MIN OF
JOINTS OR OTHER TAPPING
SLEEVES
CONCRETE SHALL NOT
CONTACT BOLTS OR ENDS OF
MECHANICAL JOINT FITTINGS
Z CASTÄINÄPLACE
CONC THRUST
BLOCK PSI
MIN
PAVED SURFACE UNPAVED SURFACE
CIP CONC CURB DETAIL
SCALE: NTS
/ RADIUS
SEE PLANS FOR
SURFACE TYPE
CASTÄINÄPLACE
CONCRETE CURB
GRAVEL COMPACTED TO
STD PROCTOR
SUBGRADE COMPACTED TO
STANDARD PROCTOR
FINISHED GRADE
NOTE: EXPANSION JOINTS SPACED
ALONG CURB AT OC MAX
CONSTRUCTION DETAILS
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION
//
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF
DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT
9ARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT BEFORE
COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING
UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRA9ING
TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND
SURVEYORS PC ON DECEMBER
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
VINCENT KATHERINE LATERRA
COTTAGE ST PARK PLACE
SARATOGA SPRINGS NY
LATERRA
CONDOMINIUMS
//PERMITS APPROVALS
CÄ
DETECTABLE 9ARNING AT CURB RAMP
DETECTABLE 9ARNING AT MEDIAN ISLANDS
DETECTABLE 9ARNING AT MEDIAN ISLANDS
DETECTABLE 9ARMING AT FLUSH SURFACES
BLENDED TRANSITIONS ADJACENT TO CURB RAMP
TUR
N
I
N
G
LAN
E
ST
R
E
E
T
LANDING
RAMPS
TYP
TYP
SEE
NOTE
TYP
DOME
TYP
NOTES:
NE9 CONSTRUCTION: EMBEDDED PERFORMED TEXTURE 9ARNING DEVICES SHALL BE EMBEDDED IN THE CONCRETE PER NYSDOT ITEM
PERFORMED/PRECAST UNITS SHALL BE DETECTOÄTILE AS MANUFACTURED BY MEXCON INC OF 9ORCESTER NY OR SIMILAR PRODUCT APPROVED BY
NYSDOT
9HERE TEXTURE 9ARNING DEVICES MUST BE RETROFIT PREFORMED DEVICES SHALL BE INSTALLED PER NYSDOT ITEM
THE DETAILS PROVIDED ARE NOT DRA9N TO SCALE THE 3UANTITY OF DOMES DEPICTED ON THE DETECTABLE 9ARNING FIELD
THE DOMES AND THE
ENTIRE MM LEVEL SURFACE IS FOR ILLUSTRATION ONLY
THE SIZE OF THE DETECTABLE 9ARNING FIELD SHALL BE MM IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL 9IDTH OF THE CURB
RAMP OR FLUSH SURFACE EXCLUSIVE OF SIDE FLARES
LOCATION OF DETECTABLE 9ARNINGS SHALL BE LOCATED SO THAT THE EDGE OF THE 9ARNING FIELD NEAREST TO THE ROAD9AY OR STREET
SURFACE IS MM TO MM
9HERE TRAVERSABLE CURB IS USED FROM EDGE OF ROAD9AY/STREET OR FROM THE FRONT OF THE DROPPED
CURB 9HERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OF THE SIDE9ALK CURB RAMP
DOMES SHALL BE ALIGNED ON A S3UARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL
THE DETECTABLE 9ARNING FIELD SHALL VISUALLY CONTRAST 9ITH THE ADJOINING CURB RAMP OR OTHER ADJACENT 9ALK9AY SURFACES 9HERE
THERE IS NO CURB RAMP EITHER LIGHTÄONÄDARK OR DARKÄONÄLIGHT AS DEFINED IN THE AMERICANS 9ITH DISABILITIES ACCESSIBILITY GUIDELINES
ASAAG SECT
OMIT DETECTABLE 9ARNINGS 9HERE THERE 9ILL BE LESS THAN MM OF SPACE BET9EEN THE DETECTABLE 9ARNING FIELDS
DETECTABLE TEXTURE 9ANRING DETAILS
SCALE: NTS
Ä OF BASE DIA
ÄMM
M
M
M
I
N
FULL RAMP OR FLUSH
SURFACE 9IDTH TYP
FULL RAMP 9IDTH
9OODEN FENCE DETAIL
SCALE: NTS
SPACED Ä OC
Ä
Ä
X FASTEN TO X
9ITH
GALV NAILS
AT EA CONNECTION
X
X POST
FASTEN X TO X
POSTS 9ITH
D
GALV NAILS
AT EA ATTACHMENT
Ä
SP
A
C
E
D
Ä
O
C
FINISHED GRADE
MINIMALLY
IMPACTED
SUBGRADE
S
P
A
C
E
B
A
C
K
F
I
L
L
CONCRETE
CONCRETE RETAINING 9ALL 9ITH THIN VENEER DETAIL
SCALE: NTS
Ä
M
I
N
OR
T
O
B
E
D
R
O
C
K
TBD
TBD
T
B
D
Ä
M
A
X
REINFORCEMENT TBD
Ä
REINFORCEMENT TBD
X SHEER KEY
CL
TYP
REINFORCEMENT TBD
CL
C
L
REINFORCEMENT TBD
SELECT STRUCTURAL FILL
CONFORMING 9ITH NYSDOT SPEC
SECTION COMPACTED TO
MODIFIED PROCTOR DENSITY
FINISH GRADE SEE
PLANS FOR ELEVATIONS
AND FINISH
STONE VENEER
FACING SHELF
THICKNESS " FF
9ALL AS RE3UIRED
PER VENEER
MANUFACTURERS
SPECIFICATIONS
FINISH
GRADE
PERF 9ALL DRAIN 9ITH
MIN THICK LAYER OF
CRUSHED STONE 9RAPPED IN
GEOTEXTILE FABRIC SLOPE
DRAIN TO DAYLIGHT
EMBED FENCE
POSTS MIN Ä
METAL FENCE POST
Ä/Ä/
STONE OR CIP
CONC CAP
OVER HANG
DECORATIVE METAL FENCE DETAIL
SCALE: NTS
CL
/Ä
/ TYP
Ä
/
Ä
Ä
M
I
N
E
M
B
E
D
M
E
N
T
Ä
/
Ä
/
CL
X X ALUMINUM
9ALL PICKET
Ä/ X Ä/ X
ALUMINUM POST
Ä/ X Ä/ X ALUMINUM
HORIZONTAL RAIL
TYP
CIP CONC RETAINING 9ALL
SYNTHETIC TURF DETAIL
SCALE: N.T.S.
FINISHED GRADE
SEE PLANS FOR
SURFACE TYPE
GROUND CONTACT TREATED
LUMBER OR PLASTIC NAILER
BOARD
X SECURED 9/
REBAR EA SIDE
L REBAR THROUGH
CENTER DRILLED HOLES
LONG / CRO9N
GALVANIZED STAPLES SPACED
AT EA SIDE
PREMIUM THREEÄLAYER BACKING
SYSTEM BY FOREVERLA9N OR
APPROVED E3
DUPONT FOREVERLA9N
SELECT HD SYNTHETIC TURF
OF / AND SMALLER
ANGULAR STONE
OF / OR SMALLER
ANGULAR STONE
COMPACTED SUBGRADE
CONSTRUCTION DETAILS
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION
//
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF
DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT
9ARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT BEFORE
COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING
UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRA9ING
TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND
SURVEYORS PC ON DECEMBER
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
VINCENT KATHERINE LATERRA
COTTAGE ST PARK PLACE
SARATOGA SPRINGS NY
LATERRA
CONDOMINIUMS
//PERMITS APPROVALS
CÄ
CONTROL 9IRING TO PUMP ALARM CONDUITS FOR PO9ER SUPPLY AND
Ä
MIN
UNDISTURBED SOIL
PUMP OFF
Ä
MI
N
PUMP ON
FLOAT 9IRE BRACKET
CONTROLLER PANEL IN BLDG
NEMA JUNCTION BOX MOUNTED ON
EFFLUENT PUMP
INTERNAL
DIM
SEE NOTE
TO LEACH FIELD
HDPE PIPE FORCE MAIN
PPT POST OR ON BUILDING 9ALLÄ ABOVE GRADE
MI
N
Ä
M
I
N
CRUSHED STONE
PLACED ON AND 9RAPPED
9ITH GEOTEXTILE FABRIC
CHECK VALVE
VALVE
TYP HOLE ABOVE CHECKDRILL / BLEED
SEAL
TYP GROUT FOR 9ATERTIGHT
SCH PVC TO HDPEPIPE ADAPTER
MANHOLE COVER AND
FRAME NEENAH MODEL
RÄ
HEAVY DUTY
PRECAST CONC GRADE
RINGS AS RE3D
SLIDE RAILS
SECTION
ALARM ON ND PUMP ON
PLAN
HDPE STORM PIPE FROM
CATCH BASIN
HDPE FROM
CATCH BASIN
OPENING
TYP
HDPE PIPE TO
CATCHBASIN
GAL PRECAST
CONC SEPTIC TANK
SCH 9YE
SCH ELBO9
SCH PIPE
TYP
GROUT PIPE OPENINGS FOR
9ATERTIGHT SEAL
SLIDE RAILS
TYP
GLOBE VALVE
TYP
EFFLUENT PUMP
TYP
SCH PVC DISCHARGE
PIPE
SEE NOTES FOR
STRUCTURE
TYPE
DISCONNECT
GLOBE VALVE
Ä
Ä
SCH PVC VENT PIPE EXTEND
PIPE TO BUILDING Ä ABOVE THE ROOF
LINE PROVIDE RAIN CAP
DI
M
A
S
E
E
T
A
B
L
E
DI
M
C
S
E
E
T
A
B
L
E
DI
M
B
S
E
E
T
A
B
L
E
FLOAT S9ITCH
SCHEDULE
DIMENSION A IN
GAL
DIMENSION B IN
GAL
DIMENSION C IN
GAL
NOTE: THE USE OF A RECTANGULAR PRECAST CONCRETE GALLON CAPACITY SEPTIC TANKAS MANUFACTURED BY THE FORT MILLER COMPANY IS ASSUMED THE SEPTIC TANK SHALL BENONÄTRAFFIC OR TRAFFIC TYPE AS INDICATE IN THIS SCHEDULE ASSUMED INTERNAL LENGTHAND 9IDTH DIMENSIONS OF NONÄTRAFFIC TYPE ARE Ä / X Ä / RESPECTIVELY ASSUMEDINTERNAL LENGTH AND 9IDTH DIMENSIONS OF NONÄTRAFFIC TYPE ARE Ä X ÄRESPECTIVELY NOTIFY THE ENGINEER IMMEDIATELY IF ACTUAL DIMENSIONS FOR THESTRUCTURES DIFFER FROM THESE VALUES
NOTES:
PUMPING STATION IS SHO9N
AS DIAGRAMMATIC ONLY
STORM9ATER PUMP NOTES:
THE PUMP TANK SHALL BE A PRECAST CONCRETE NONÄTRAFFIC
TYPE GAL SEPTIC TANK 9ITHOUT SANITARY TEES OR
BAFFLES AT INLETS AND OUTLETS MINIMUM TANK CAPACITY
SHALL BE AS SHO9N SET TANK LEVEL ON NO CRUSHED STONE
AS INDICATED THE EXTERIOR SURFACES OF THE TANK SHALL BE
THOROUGHLY COATED 9ITH THE MANUFACTURERS STANDARD
9ATERPROOFING COATING
THE 9ATER PUMP SHALL BE A GOULDS 9ATER TECHNOLOGY
SE9AGE PUMP MODEL D HP THREE PHASE VOLT OR
APPROVED E3UIVALENT
FLOAT CONTROL S9ITCHES SHALL BE GOULDS 9ATER
TECHNOLOGY PIGGYBACK VERTICAL FLOAT S9ITCH FIRMLY
MOUNTED TO THE PUMP PIT STRUCTURE
PUMP CONTROL PANEL SHALL BE A GOULDS SIMPLEX ELECTRICAL
CONTROL PANEL UNIT OR E3UIVALENT INCLUDING NEMA X
9ATERTIGHT ENCLOSURE AUDIBLE AND VISUAL ALARMS FOR LO9
9ATER RUN INDICATOR LIGHTS AND MANUAL OPERATION
S9ITCHES PUMP CONTROL PANEL SHALL BE INSTALLED IN A
CONSPICUOUS LOCATION 9ITHIN BUILDING OR ON A PPT POST
PROXIMAL TO PUMP STATION
ALL ELECTRICAL 9IRING SHALL BE IN STRICT ACCORDANCE 9ITH
THE NATIONAL ELECTRIC CODE AND STATE AND LOCAL
RE3UIREMENTS ALL CONDUIT BELO9 GRADE SHALL BE SCHEDULE
PVC CONDUIT 9ITH APPROPRIATE FITTINGS
PRESSURIZED PIPING SHALL BE A SDR II HDPE PIPE
PRESSURE
RATING OF PSI 9ITH GASKETED JOINTS AND FITTINGS FORCE
MAIN PIPING SHALL BE INSTALLED TO DRAIN BACK FROM THE
FOUNTAIN SYSTEM TO THE PUMP STATION 9ITHOUT SAGS OR
HUMPS
SCH PVC TO
HDPE PIPE ADAPTER
MM X MM PAVINGS GS ACCESS COVER
D RATED AS MANUFACTURED BY ACO INDUSTRIES
INSTALL PER MANUFACTURERS INSTRUCTION
DUPLEX PUMP STATION DETAIL
SCALE: NTSCONCRETE RETAINING 9ALL 9ITH THIN VENEER DETAIL
SCALE: NTS
Ä
M
I
N
OR
T
O
B
E
D
R
O
C
K
TBD
TBD
T
B
D
Ä
M
A
X
REINFORCEMENT TBD
Ä
REINFORCEMENT TBD
X SHEER KEY
CL
TYP
REINFORCEMENT TBD
CL
C
L
REINFORCEMENT TBD
SELECT STRUCTURAL FILL
CONFORMING 9ITH NYSDOT SPEC
SECTION COMPACTED TO
MODIFIED PROCTOR DENSITY
FINISH GRADE SEE
PLANS FOR ELEVATIONS
AND FINISH
STONE VENEER
FACING SHELF
THICKNESS " FF
9ALL AS RE3UIRED
PER VENEER
MANUFACTURERS
SPECIFICATIONS ON
ALL EXPOSED SIDES
FINISH
GRADE
PERF 9ALL DRAIN 9ITH
MIN THICK LAYER OF
CRUSHED STONE 9RAPPED IN
GEOTEXTILE FABRIC SLOPE
DRAIN TO DAYLIGHT
Ä/
Ä
M
A
X
STONE OR CIP CONC CAP
OVER HANG EACH SIDE