HomeMy WebLinkAbout20220934 Cardona's Site Plan Application **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** �FOROFFICEUSE�
(Application#)
,�'�`�`�"`'�' ��r CITY OF SARATOGA SPRINGS
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4 A � J- (Date received)
,�y� � CITY HALL-474 BROADWAY
!�';��,�� . SARATOGA SPRINGS, NEW YORK 12866-2296
" ` TEL: 518-587-3550 X2533
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- www.saratoga-springs.org (Project Title)
Staff Review
APPLICATION FOR:
SITE PLAN REVIEW
(INCLUDING PUD)
**Application Check List-All submissions must include completed application check list and all required items.**
Property
Address/Location:CarClOna's Market, 222 Washington Street
Tax Parce� #: 165.65-3-10.1 zon�ng ��str�ct:Urban Neighborhood (UN)
(for example: 165.52-4-37)
Project Description:
The application includes the expansion of the the existinc�specialty food store to the rear of the building which will create a more layout and increase the size of the kitchen.
Date special use permit granted (if any): Date zoning variance granted (if any):
Has a previous application been filed with PB for this property?: �NO ✓�YES
If YES, include Application TYPE Site Plan and DATE: 10/25/01
Is property located within (check all that apply)?: ❑ Historic District 0 Architectural Review District
Q 500' of a State Park, city boundary, or county/state
highway
APPLICANT(S)* OWNER(S) (If nOt appllCant) ATTORNEY/AGENT
Name Cardona's Saratoga, LLC Same The LA Group, PC
Address 222 Washington Street, Saratoga Springs 40 Long Alley, Saratoga springs
Phone �203) 668-2326 (518) 937-0540
Email acardona@epicurean.info ktedford@thelagroup.com
Identify primary contact person: 8 Applicant ❑ Owner ❑ Agent
* An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in
question.
Revised 1/2021
City of Saratoga Springs-Site Plan Review Application 1
RE(�UIRED ITEMS: }:� hard copies (1 �n1/c�riginal sigi�atur�), 1 c�ir�i't�l copy of ALL materials
Application Fee: Make ehecks payable ta the "Commission�r af Finance'".
REFER TO THE CLJRRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT.
Check City's website (www.saratoc�a-�rinqs.orq) for meetir�g dates.
Does any City officer, employee or family meer�ber thereof ha�e a financial interest (as defined by General
Municipal Law Sectian 809) in this applica#ion? YES NO X . If YES, a statement disclosing the
name, residence, nature and extent of this interest must be filed wifh this application.
I, the undersigned owner, {easee or purchaser under contract �or th� property, hereby request Site Plan
Review by the Planning Board for the identified property above. I agree to meet aIC requirements under
5ection 240-7.2 of the Zoning Ordinance of the City af 5aratoga Sprir�gs. �
Furthermore, I hereby autharize members of the Planning Board and designated City staff to enter the property
associated with this application for purposes of conducting any necessary site inspectians relating �c� this
application.
,� >
Applicant Signature: Date:
� fi applicant is not current awner, awner rnust alsa sign.
Owner Signature: Date:
City of Sarataga Springs Site Pian Review Application �
•�y`""'' S�- CITY OF SARATOGA SPRINGS
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�%,_ o�h' TEL: 518-587-3550 X2533
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www.saratoga-springs.org
SITE PLAN REVIEW SUBMITTAL CHECKLIST
Listed below are the minimum submittal requirements for site plan review as set forth in The City of
Saratoga Springs' Zoning Ordinance Appendix B. The Planning Board reserves the right to request
additional information, as necessary, to support an application. The Board also reserves the right
to reject the application if these minimum requirements are not met. Please complete the checklist
below and provide with your submission.
REQUIRED ITEMS: *3 hard copies (1 w/original signature), 1 digital copy of ALL materials
CHECK EACH ITEM
� 1. Completed Site Plan Application (3 hard copies-*1 w/original signature - and 1 digital) and Fee
� 2. SEQR Environmental Assessment Form- short or long form as required by action.
� 3. Set of plans including: (3) large scale plans (sheets must be 24"x 36", drawn to a scale of
not more than 1"=50 feet). One digital version (PDF) of all submittal items printable to scale
� 4. Basic or Full Storm Water Pollution Prevention Plan as required per City Code Chapter 242.
� 5. Copy of signed DPW water connection agreement for all projects involving new water
connections to the City system
� 6. Engineering Report for Water and Sanitary
� 7. Complete Streets Checklist
� 8. Project Cost Estimate for Letter of Credit (Utilize City Template)
REQUIRED ITEMS ON SITE PLAN, AS APPLICABLE:
1. Property line survey prepared by a licensed land surveyor. Site plan must reference such
� survey with all corners set and marked on plan. Reference NGVD 1929 datum. A copy of the
original property survey must also be included.
� 2. North arrow and map scale
� 3. Parcel tax map number
� 4. Site location map (with title block and map key)
0 5. Incorporate the City's standard engineering details
City of Saratoga Springs Site Plan Checklist 1
� 6. Site vicinity map (all features within 300 feet of property)
� 7. Identification of zoning district with corresponding area requirements
� 8. Building setback lines, either listed or shown on plans.
� 9. Title block with project name; name and address of applicant; and name and address of
property owner(if different)
� 10. Project Name
� 11. Name of all adjacent property owners within 300 feet (Include both sides of street)
� 12. Parcel street address (existing and any proposed postal addresses)
Yes rro rr�a 13. Identification of all existing or proposed easements, covenants or legal rights-of-way on this
� [ � property
� � � 14. References to all prior variances or special use permits
� � � 15. Existing and proposed contours and spot grades (at 2 foot intervals) e�ending to property boundary
� � � 16. Identification of all spoil, borrow, storage, or staging areas
� � � 17. Identification of all watercourses, designated State wetlands, buffers, Federal wetlands,
floodplains, rock outcroppings, etc.
� � � 18. Erosion and sediment control plan —including designated concrete truck washout area
� � � 19. Identification of all existing or proposed sidewalks or pedestrian paths (show type, size and
condition)
� � � 20. Location, design specifications and construction material for all proposed site improvements
(drains, culverts, retaining walls, berms, fences, etc.)
� � � 21. Location and distance to fire hydrant
� � � 22. Identify size, material, elevations and slopes of all existing and proposed utilities with 400' of site
� � � 23. Parking lot layout plan and identification of all loading areas (number all spaces)
� � � 24. Parking demand calculations
� � � 25. Identification of parking spaces and access points for physically impaired persons
� � � 26. Location and screening plan for dumpster or recycling bins
� [ � 27. Location, design, type of construction and materials, proposed use and exterior dimensions of
all buildings (existing and proposed) on site including finish floor elevations to nearest tenth foot.
� � � 28. Identification of storage of any potentially hazardous materials
� [ � 29. Planting plan identifying quantity, species and size of all proposed new plant materials.
Label existing plant material to be retained or removed.
� � � 30. Lighting plan showing type, location and intensity of all existing and proposed exterior
lighting fixtures
Checklist prepared by: The LA GrOup, PC Date:
City of Saratoga Springs Site Plan Checklist 2
2021 LAND USE BOARD FEE WORKSHEET
OPED Fees Type 2021 Fee
ApplicationtoZoningBoardofAppeals[1][2] TOTAL #VARIANCE
UseVariance $1100+$50/app
Area Variance-Residential $275/var+$50/app+$125 eachadd'I variance
Area Variance-Multi-Family,Comm,Mixed-Use $660/var+$50/app+$200eachadd'I variance
Interpretations $550+$50/app
Post-WorkApplication Fee Add 50%App fee+$50/app
Variance extensions 50%ofApp fee+$50/app
Application to Design Review Commission[1] TOTAL #STRUCTURE
Demolition $385
Residential Structures
Principal $55
Accessory $55
Extension $35
Modification $55
Multi-Family,Comm,Mixed-UseStructures
Sketch $165
Principal $550
Exten si o n $200
Modification $330
Multi-Family,Comm,Mixed-Use Accessory,Signs,Awnings
Principal $140
Extension $75
Modification $140
Post-WorkApplication Fee Add 50%App fee
ApplicationtoPlanningBoard[1] TOTAL #STRUCTURE
Special UsePermit[2] $990+$50/app
Special UsePermit-extension $330
Special UsePermit-modification[2] $450+$50/app
Site Plan Review-incl.PUD:
Sketch Plan $330
Residential $330+$200/unit
Residential-extension $200
Residential-modification $400
Non-residential $660+$130/1000sf
Non-Residential-extension $300
Non-Residential-modification 1 $650
Subdivision-incI.PUD: TOTAL #LOTS
Sketch Plan $330
PreliminaryApproval[2]
Residential:1-5 lots $660+$50/app
Residential:6-10 lots $990+$50/app
Residential:11-201ots $1320+$50/app
Residential:2l+lots $1650+50/app
Residential-extension $330
Final Approval[2]
Residential $1320+$175/lot+$50/app
Non-Residential $2000/lot+$50/app
Final Approval Modification[2]
Residential $330+$50/app
Non-Residential $550+$50/app
Final Approval Extension
Residential $135
Non-Residential $330
Other: TOTAL #LOT/ACRE
Post-WorkApplication Fee Add 50%App fee
Lot Li ne Adj ustment $350
Letter of Credit-modification or extension $440
Letter of Credit-collection up to 1%ofLoC
Recreation Fee $2000/lotorunit
Land Disturbance $660+$55/acre
SEQRA EIS Review(Draft&Final) TBD
Legal Noticing if PB requires Public Hearing $50/app
[1] Fees are based on per structure,except where noted. $650.00 TOTAL DUE
[2] Legal ad required;includesCityprocessingand publishing
ForAdminisirative Use
Total Paid at Intake
Revised Fee
Balance Due
��_Balance Paid Staffapproval
City of Saratoga Springs Complete Streets Checklist
Saratoqa Sprinqs Complete Street Policv Vision (May 2012)
The City of Saratoga Springs Complete Streets Policy will encourage the deve/opment of a comp/ete streets
network throughout the City to create a more balanced transportation system. The Policy shall be consistent
with and assist in achieving the goa/s and recommendations set forth in the City's Comprehensive P/an and
other policy documents. The Policy shall ensure new and updated public and private projects are p/anned,
designed, maintained and operated to enab/e safer, comfortab/e and convenient trave/to the greatest extent
possib/e for users of all abilities inc/uding pedestrians, bicyclists, motorists and transit riders.
This checklist is intended to assist the City in achieving its vision for complete streets.
Project Name: Cardona's Market Date:
Project Location / Limits: 222 Washington Street
Project Description: Building expansion of an existing specialty food market
Instructions: For each box checked, please provide a brief description for how the item is addressed,
not addressed, or not applicable and include supporting documentation.
Street Classification (identify street or streets within the project area)
Principal arterial ❑ Minor arterial ■❑ Mixed use collector ❑ Mixed use local ❑
Residential collector ❑ Residential local ❑ Special use street ❑
EXISTING CONDITIONS
Item to Be Addressed/ Checklist Consideration YES NO N/A Required Description
Existing Bicycle & Pedestrian Operations
Do bicycle and pedestrian accommodations exist? (see page 2 for 0 ❑ ❑
examples)
Existing Transit Operations
Do transit facilities exist within the study area, including bus and 0 ❑ ❑ �oTARo��e45,, �ornerofWaSh�9�onS�ree�WeS�A�e
train stops/stations?
Is the project area on a transit route? (CDTA Service Routes) ❑ 0 ❑
Are there bicycle racks, shelters, or parking for transit riders ❑ 0 ❑
available?
Existing Access and Mobility
Do connective opportunities exist with schools, hospitals, senior 0 ❑ ❑
care or community centers or persons with disabilities within Existing sidewalks
ro�ect area?
Are there gaps inhibiting continuous access between schools, ❑ 0 ❑
hospitals, senior care, or community centers or persons with
disabilities within project area?"
Pro"ect Area Context
Are there prominent landmarks, recreation, shopping, employment 0 ❑ ❑
center, cultural centers or other key destinations that offer Saratoga High School is in the general vicinity
opportunities to connect this site?
Please list and/or describe planning or policy documents addressing bicyclist, pedestrian, transit, or truck/freight use for
the project area. Examples can include: Citv of Saratoqa Sprinqs Comprehensive Plan, Citv of Saratoqa Sprinqs Open
Space Plan, Capital District Transportation Committee Bicvcle/ Pedestrian Prioritv Network, Citv Standard Details, etc.
City of Saratoga Springs Complete Streets Checklist 1
PROPOSED DESIGN
Item to Be Addressed/ Checklist Consideration YES NO N/A Required Description
Complete Streets Design
Bicyclist accommodations? ❑ 0 ❑
Pedestrian accommodations? Q � � Sidewalks exist
Access and Mobility accommodations? � � � Handicaprampsexistalongsidewalks
Transit accommodations? ❑ 0 ❑
Truck/freight accommodations? ❑ ❑ 0
Streetscape elements? � � � Sidewalks,Street Trees,Lighting
Bike Facilities:
Off-roadway bike ❑ Yes ❑No ■❑NA
accommodations Pedestrian Facilities:
Dedicated bike lane ❑ Yes ■❑No ❑NA Sidewalks on both sides of ■❑ Yes ❑No ❑NA
Shared-use lane ❑ Yes ■❑No ❑NA the street
Shoulder ■❑ Yes ❑No ❑NA Striped crosswalks ■❑ Yes ❑No ❑NA
Acceptable actuated traffic ❑ Yes ■❑No ❑NA Geometric modifications ❑ Yes ■❑No ❑NA
signal bike detection, including to reduce crossing
turn lanes distances such as curb
Do signals allow adequate ❑ Yes ❑No ■❑NA extensions (e.g. bulb-outs)
minimum green time for Acceptable provision for ■❑ Yes ❑No ❑NA
bicyclist to safely cross pedestrian traffic signal
intersection? features (e.g. ped. buttons)
Signage and pavement ❑ Yes ■❑No ❑NA Pedestrian signage for ■❑ Yes ❑No ❑NA
markings specific to proposed crossing &wayfinding
bike facilities Safety islands/medians on ❑ Yes ■❑No ❑NA
Bicycle safe inlet grates ■❑ Yes ❑No ❑NA roadways with two or more
Bicycle parking, eg. bike racks, ❑ Yes ■❑No ❑NA traffic lanes in each direction
bike lockers Enhanced supplemental ■❑ Yes ❑No ❑NA
Transit Facilities: pedestrian treatments at
Transit shelters ❑ Yes ❑No ■❑NA uncontrolled marked
Bus turnouts ❑ Yes ❑No ■❑NA crossings
Standing pads ❑ Yes ■❑No ❑NA Connectivit :
Has CDTA been contacted? ❑ Yes ❑■No ❑NA Are there proposed ■❑ Yes ❑No ❑NA
connections to other bike
Access and Mobility Facilities: paths, pedestrian facilities, or
Adequate sidewalk or paved ■❑ Yes ❑No ❑NA transit facilities?
path Are there proposed ■❑ Yes ❑No ❑NA
Acceptable ■❑ Yes ❑No ❑NA connections to any key
consideration/provision for destinations listed on page 1?
accessible pedestrian traffic Are there proposed ■❑ Yes ❑No ❑NA
signal features connections to
Curb ramps, including ■❑ Yes ❑No ❑NA neighborhoods?
detectable warning Streetscape Elements:
surface Are streetscape elements ■❑ Yes ❑No ❑NA
Acceptable slope and ■❑ Yes ❑No ❑NA proposed such as
cross-slope for driveway ramps, landscaping, street trees,
sidewalks, crossings) planters, buffer strips, etc?
Have conflicts been reduced ❑ Yes ❑ No ❑■ NA Pedestrian-level lighting ■❑ Yes ❑No ❑NA
among pedestrian, bicyclists,
and motor vehicles (access Public seating or benches ❑ Yes ■❑No ❑NA
management)?
Desi n Standards and Guidelines
Design meets guidelines such as described below for ❑■ Yes ❑No ❑NA Describe
bicycle/pedestrian/bus/transit facilities?
"'American Association of State Highway and Transportation Officials(AASHTO)-A Policy on Geometric Design of Highway and Streets, Guide for
the Development of Bicycle Facilities and AASHTO Guide for the Planning, Design, and Operation of Pedestrian Facilities;Public Riqht-of-Wav
Accessibilitv Guide(PROWAG); Manual on Uniform Traffic Control Devices(MUTCD);Americans with Disabilities Act Accessibilitv Guidelines(ADAAG);
National Association of City Transportation Officials(NACTO)-Urban Bikewav Desiqn Guide. New York State Department of Transportation—
Hi hwa Desi n Manual
City of Saratoga Springs Complete Streets Checklist 2
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Engineering Report
Water and Sanitary Sewer
For
CARDONA'S MARKET
222 WASHINGTON STREET
SARATOGA SPRINGS, NEW YORK
Planning Board #22.XXX
Prepared For
Cardona's Saratoga, LLC
222 Washington Street
Saratoga Springs, NY 12866
Prepared By
The LA Group, P.C.
40 Long Alley
Saratoga Springs, New York 12866
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September 9, 2022
Engineering Report Cardona's Market
Saratoga Springs, New York
2022049
L Introduction
Cardona's Market, located at 222 Washington Street in Saratoga Springs, operates a specialty foods
market and deli. The market has been operational for some time and has e�sting water and sanitary
sewer services, as well as a parking lot, site landscaping, and sidewalks.
The proposed project includes a building expansion at the rear of the e�sting building, which will
allow the owner to expand the specialty foods market place and provide the necessary space for the
market to provide catering services. The expansion is also meant to improve flow for customers
entering the market.
Additional site improvements that are proposed include pavement patching and clean up,
replacement of a broken concrete panel, installation of a missing curb section along Birch street, and
lighting improvements.
There are no water and sewer improvements proposed as part of the work The intent of this report is
to inform the City of Saratoga Springs of anticipated additional water and sanitary flows as a result of
the building expansion. The water and sewer laterals currently utilized are anticipated to continue to
be utilized without changes.
II. Existin�Water and Sanitarv Sewer Utilities
Municipal water service is currently provided by the City of Saratoga Springs. Per City records,there
is an e�sting 4" main on Birch Street and Washington Street, as well as an 8" main at the corner of
Bensonhurst Avenue and Washington Street.
Sanitary sewer service is provided by the City of Saratoga Springs. An 8" CIP sanitary sewer line
runs along the west side of Birch Street. Ultimately the wastewater flows are conveyed to and
treated at SCSD's wastewater treatment plant in Mechanicville.
III. Proiected Water and Wastewater Flows
Due to the unique nature of Cardona's Market, NYSDEC does not have a suitable category for
accurately estimating water and wastewater flows from the facility. Research into other nearby
states found that Vermont did have a category that fit well, "catering with no on-site seating".
The owner has indicated that currently 8 to 12 staff are working at any one time, and that number
is anticipated to increase to 10 to 15 staf£ Therefore, the maximum increase in the number of
staff(and subsequent water/wastewater flows) at any one time is 7; so the calculations herein
conservatively assume that the increase in staff is 7.
1
Engineering Report Cardona's Market
Saratoga Springs, New York
2022049
The table below provides information on the anticipated wastewater flow rates for the project:
Description Use llate Total Use
Catering Operations 100 gpd' 100 gpd
7 Additional Staff 13 gpd/employee' 91 gpd
Total Flows 191 gpd
Average daily flow for wastewater is estimated to be 0.3 gallons per minute (gpm)based on a 10
hour day. Estimated peak hourly flow is 1.3 gpm (4.2 x average).�
Average daily demand for water is estimated to be approximately equal to the wastewater flow
or 0.3 gpm. Instantaneous demand is calculated at 12.5 gpm3.
For the purposes of input into the City of Saratoga Springs water model, we offer the following
estimated water demands for the project:
• Average Day Demand is 0.3 gallons per minute (GPM) over the 24 hour period.
• Max Day Demand is 0.6 gallons per minute (GPM)based on twice the average.
• Peak Hourly Flow is 1.3 gallons per minute (GPM)based on 4.2 times the average.
IV. Proposed Water and Wastewater Utilities
There are no proposed water and wastewater utilities on site; the project will utilize existing
lateral connections.
Notes
1. From Table 8-3 (Catering or Take-Out Facility(no on premise seatin�), Subchapter 8(General Technical
Standards for Wastewater Systems and Potable Water Supplies), Chapter 1 (Water System and Potable Water
Supply Rules (April 12, 2019)), T�ermont Department of Environmental Conservation.
2. From Figure 1, GL UMRB Recommended Standards for Wastewater Facilities
Q= (18 +P %z)=(4 +P %z)where P =population in thousands
3. From Table XV, Community Water Systems Source Book,Ameen,MeatMarket/SuperMarket.
2
Cost Estimate for Letter of Credit
Planning Board No.: xxx
Project: Cardona's Market
Location: 222 Washington Street
Saratoga Springs, NY
Date: 91912022
Firm Name&Preparer: The LA Group, Kara Tedford(Job#2022049)
On Site (All infrastructure&amenities on private property)
Item# ItemlRemarks Quantity Unit Unit Cost Subtotal %Complete Reduced $
Site Preparation and Gradinq
1 Erosion Control(including silt fence&washout) 1 LS $3,000.00 $3,000.00 0% $0.00
2 Site Clearing, Preparation and Demolition 1 LS $10,000.00 $10,000.00 0% $0.00
Hardscape
3 Concrete Walk 325 SF $5.50 $1,787.50 0% $0.00
4 Asphalt pavement 1,075 SF $4.20 $4,515.00 0% $0.00
5 Cast in Place Concrete Curb 165 LF $15.00 $2,475.00 0% $0.00
Site Amenities
6 Parking lot light pole 1 EA $6,000.00 $6,000.00 0% $0.00
7 Traffic signs 2 EA $350.00 $700.00 0% $0.00
8 Striping 1 LS $2,000.00 $2,000.00 0% $0.00
9 Dumpster Enclosure 1 EA $2,000.00 $2,000.00 0% $0.00
Site Utilities
10 Yard drain 1 EA $1,000.00 $1,000.00 0% $0.00
11 12"HDPE Storm Line 100 LF $32.00 $3,200.00 0% $0.00
Landscapinq
12 Shrub 7 EA $220.00 $1,540.00 0% $0.00
13 Perennials 59 EA $30.00 $1,770.00 0% $0.00
14 Topsoil/Seed/Mulch 1 LS $1,500.00 $1,500.00 0% $0.00
Total onsite Work $41,487.50 $0.00
Total onsite X.25 $10,371.88 $0.00
Off Site (All infrastructure&amenities to be dedicated to the City)
Item# ItemlRemarks Quantity Unit Unit Cost Subtotal %Complete Reduced $
Misc.
15 Asphalt pavement 305 SF $4.20 $1,281.00 0% $0.00
16 Concrete Walk 30 SF $5.50 $165.00 0% $0.00
17 Cast in Place Concrete Curb 115 LF $15.00 $1,725.00 0% $0.00
Landscapinq
18 Trees 5 EA $525.00 $2,625.00 0% $0.00
19 As Built Drawings 1 LS $3,000.00 $3,000.00 0% $0.00
Total offsite Work $8,796.00 $0.00
Total On-Site Work X25% $10,371.88
Total Off-Site work $8,796.00
2022-9-9_Cardonas Page 1 of 2
Total= $19,167.88 *New LOC Reduced Amount= XXXX
LOC Amount= $19,000.00
City LOC Approval 1 Date City LOC Reduction Approval IDate
*LOC cannot be reduced to less than 25% of the original LOC amount.
Maximum Reduction 75%_ $4,750.00 (25%LOC Amount)
2022-9-9_Cardonas Page 2 of 2
Short Environmental Assessment Form
Part l -Project Information
Instructions for Completin�
Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the
application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on
information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as
thoroughly as possible based on current information.
Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the
lead agency; attach additional pages as necessary to supplement any item.
Part 1—Project and Sponsor Information
Name of Action or Project
Cardona's Market,Saratoga Springs
Project Location(describe, and attach a location map):
222 Washington Street,Saratoga Springs, NY 12866
Brief Description of Proposed Action:
The project scope includes the following improvements to Cardona's Market in Saratoga Springs:a proposed building expansion including a walk-in
refrigeration unit;the replacement of a concrete slab with a new planter area;and rearrangement of the parking lot to more efficiently utilize the
available space.
Name of Applicant or Sponsor. Tele hone: � �
P 203 668-2326
Cardona's Saratoga,LLC E-Mail:
acardonaC epicurean.info
Address:
222 Washington Street
City/PO: State: Zip Code:
Saratoga Springs NY 12866
1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES
administrative rule, or regulation?
If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that � �
may be affected in the municipality and proceed to Part 2. If no,continue to question 2.
2. Does the proposed action require a permit, approval or funding from any other government Agency? NO YES
If Yes,fist agency(s)name and permit or approval:Saratoga Springs Planning Board,Special Use Permit&Site Plan � �
Design Review Board,Architectural Approval,ZBA,Area Variances
3. a. Total acreage of the site of the proposed action? _ o.5s acres
b. Total acreage to be physically disturbed? _ 0.2o acres
c. Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or project sponsor? o.5s acres
4. Check all land uses that occur on,are adjoining or near the proposed action:
5. ❑ Urban ❑ Rural(non-agriculture) ❑ industrial 0 Commercial � Residential(suburban)
❑Forest ❑ Agriculture � Aquatic � Other(Specify): Institutional(Schoop
❑Parkland
6'���� � cst',
5. Is the proposed action, NO YES N/A
a. A permitted use under the zoning regulations? � � �
b. Consistent with the adopted comprehensive plan? � � �
NO YES
6. Is the proposed action consistent with the predominant character of the existing built or natural landscape?
❑ ❑✓
7. Is the site of the proposed action located in,or does it adjoin, a state listed Critical Environmental Area? NO YES
If Yes,identify: � �
NO YES
8. a. Will the proposed action result in a substantial increase in traffic above present levels? � �
b. Are public transportation services available at or near the site of the proposed action? � �
c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed � �
action?
9. Does the proposed action meet or exceed the state energy code requirements? NO YES
If the proposed action will exceed requirements,describe design features and technologies:
❑ ❑✓
10. Will the proposed action connect to an existing public/private water supply? NO YES
If No,describe method for providing potable water:
The property is currently connected to municipal water services and the proposed action will not result in any significant increase in � �
demand for water.
11. Will the proposed action connect to existing wastewater utilities? NO YES
If No,describe method for providing wastewater treatment
The property is currently connected to municipal sewer services and the proposed action will not result in any significant increase in � �
flow of wastewater.
12. a. Does the project site contain, or is it substantially contiguous to,a building, archaeological site,or disttict NO YES
which is listed on the National or State Register of Historic Places, or that has been determined by the � ❑
Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the
State Register of Historic Places7
b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for � �
archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory?
I 3. a. Does any partion of the site of the proposed action, or lands adjoining the proposed action, contain NO YES
wetlands or other waterbodies regulated by a federal, state or local agency? � �
b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? � �
If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres:
��w���� � as�":
I�. Identify the typic�l habitat types that oecur nn,or are likely to be found oi�the pro,ject site. Check a1l that apply:
QShoreline ❑ �orest Q A�riculturalfgrasslands ❑ Early mid-successional
❑Wetland ❑ Urban m Suburban
15. Does the site of the proposed action contain any species of animal,or associated habitats, listed by the 5tate or NO YES
E=ederal go�'ernrrr��nt as threatened or endangered? � �
16. Is the project site located in the 1 OQ-year flood plan? NO YES
' �✓ ❑
17. V4'il] the praposed action create stor�n �vate�r discharge,either fror�n point or nori-point sourees? NO YES
If Yes, � �
a. Will storm w�ater discharges flow to adjacent properties? � �
b. Will storm �vater c#ischar�es be directed to established conveyance systems(runoff and stonn drains}'? � Q
lf Yes, briefly describe:
There are existing starmwater faciliiies on-site which will be utilized. � i�a�
18. D�oes the prop�sed action include construction or other aetivities that+i�auCd result in the impounc�ment of ri�afer NO YE5
or oeher liquids(e.g., retention pond. waste lagoorr,dam}'?
�fYes_ex�alain the pui�ose an�i tiize ofthe im�oundment: � �
�9. Has the site of the proposed actsc�n o��an atljoining prope��ty been the laeation of an active or closed solid�vaste NO YES
management facility'?
If Yes,c�escribe:
--- - - -- �✓ ❑
?�.Has ti�e site of the propvs�d action or an adjoininb propert��been tlte subject of remediation(ongoin�or NO 5'FS
completed) for hazardous��-aste'?
lf Yes, describe:
—____-----—.._. __._�__�_._.—. � �
1 CERTIFY THAT TNE INFORMATION PRUVIDED ASOVE IS TRUE AND ACCUR_ATE TO`FHE BEST OF
MY KN4WIJEDGE
Applicantlspansorrname: Augusi Cardona,Cardona's Saraioga,LLC Date: �' vZ
��._.._
Signaturc: _����!-.1—"�. Title: -'�c�':�"L�.�'L..
PRINT �ORM ���i,,f� _; ;,:' =
EAF Mappe� Sumnn�ry Report Thursday, July 14, 2022 9:44 AM
DiSCl8imel': The EAF Mapper is a screening tool intended to assist
� ..� ��-_�_�_, project sponsors and reviewing agencies in preparing an environmental
I,� � 7 -I ,�J I 7� ;1-I 'I�.i I � `�=-�-1 assessment form(EAF).Not all questions asked in the EAF are
I fi5_:F'4 a I 3_ _ , ��,`�.�5 { �- - �'�r�� �=�-�I � "'�'S� `� �� ' '` ' answered by the EAF Mapper.Additional information on any EAF
� 1"��-�� �'�'� uestion can be obtained b consultin the EAF Workbooks. Althou h
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� �,�� �� -� ��I 75 65 I-3 1�� ��_,�I�����;,,. �_� the EAF Mapper provides the most up-to-date digital data available to
�;� �,� �_� � DEG,you may also need to contact local or other data sources in order
I;oJ`.1� I ,E�.,'I ; x. I 7J.+�5 2.'I y "I u5:6�='i-' to obtain data not provided by the Mapper.Digital data is not a
� ''�''�'� � �` , If?5.C5-� In;�;a5 2 f.3 substitutefora enc determinations.
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Part 1 /Question 7 [Critical Environmental No
Area]
Part 1 /Question 12a [National or State No
Register of Historic Places or State Eligible
Sites]
Part 1 /Question 12b [Archeological Sites] Yes
Part 1 /Question 13a [Wetlands or Other No
Regulated Waterbodies]
Part 1 /Question 15 [Threatened or No
Endangered Animal]
Part 1 /Question 16 [100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
Part 1 /Question 20 [Remediation Site] No
Short Environmental Assessment Form - EAF Mapper Summary Report 1
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�-��b � �� � °� ��� � � RE UIRED PROPOSED CITY OF SARATOGA SPRINGS STANDARD NOTES
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MIN. LOT AREA (SF): NONE 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND
SITE VICINITY MAP MIN. LOT WIDTH (FT): NONE REGULATIONS.
SCA�E: N.T.s. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929.
MAX. BUILDING COVERAGE: NONE
MAX. IMPERVIOUS SURFACE: 75% 68.1% 3. APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND
APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON
FINAL PLAN.
PRINCIPAL BUILDING:
MAX. BUILDING HEIGHT: 40� 4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION.
MIN. BUILDING HEIGHT: 24� 18�-8�� CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE
MAX. FIRST FLOOR ELEVATION: 4' REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER.
MAX. FIRST FLOOR AREA (SF): 1 STORY = 3000 SF 4,350 SF 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR
TO CONSTRUCTION.
MIN. YARD SETBACK (FT):
FRONT: BUILD-TO ZONE OF 12 TO 18 FT 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE
MIN. BUILD-OUT PERCENTAGE: 50% TRUCK THAT THE FIRE DEPARTMENT DESIGNATES.
REAR: 24 FT 7, THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK
MIN. CORNER SIDE: 12�-18' BUILD-TO ZONE IN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY.
MIN. INTERIOR SIDE: 12 FT
MIN. TOTAL INTERIOR SIDE: 12 FT 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED.
PAR KI N G R E Q U I R E M E N TS 9 SED MEINT OR EBR STONTOIOA PUBL C R GHT-OF-WAY. ADDIT ONALEROSION AOND SED MEN TCONT OL MEAOSUR S�ALSO APPLY.
10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE
CONTRACTOR PRIOR TO SUBMISSION OF THE AS-BUILT DRAWINGS.
SPECIALTY RETAIL (1 / 500 GFA): 4,350 SF PROPOSED
11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE
REQUIRED PARKING: 9 APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS-BUILT" DRAWING HAS
BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.
PROPOSED PARKING: 20
APPLICANT:
Cardona's Saratoga, LLC
222 Washington Street
Saratoga Springs, NY 12866
SURVEYOR: PREPARED BY:
Planning Board # 22.XXXX
Hershberg & Hershberg Consultant The LA
aooro�4� Engineers and Land Surveyors � P 518/587-8100
Approved under authority of a resolution adopted 18 Locust Street v' `Ov � F 518/587-0180
by the Planning Board Of th2 City of Soratoga SpYifigs. Landscape Architecture&Engineering P.C. �/N/N/.thelagl"OUp.001`Tl
�hairperson Albany, NY 12203
Date Signed pe°p�.Purp°S�.p�`e. 40 Long Alley Saratoga
www.thelagroup.com Springs, NY 12866
pIVISION ST.
LEGEND � CHERRY
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-� SIGN
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p�oject, an und rg�ound Q .1603 P.386 � � � �
utitity �ocation �ompony � �, �, �e 2` N ' �R�' 21 SUBJECT TO A BOUNDARY LINE AGREEMENT RECORDED IN STATE EDUCATION LAW.
� \ ' \ �3 � I BOOK 1593 AT PAGE 283. AFFECTS SUBJECT PARCEL
should be hi�ed� --� _ _ _ � ha � ` '
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� �5.00' � � � a=90'45'00" �`�� �1 ,% � 22 TOGETHER WITH & SUBJECT TO AN EASEMENT SET FORTH IN ORIGINAL EMBOSSED OR INK SEAL SHALL BE CONSIDERED
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� ', '�,�`� � � SUBJECT PARCEL AND HAS BEEN SHOWN
� I ,� � � �,; � 3. THIS SURVEY WAS PREPARED FOR THE PARTIES AND
� � � �� �, PURPOSE INDICATED HEREON. ANY EXTENSION OF THE
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� No.55 BIRCH STREET �. 9 COBBEE ROAD, LLC
I TAX MAP No. I
165.65-3-11.1 I 2. BERKSHIRE BANK, l TS SUCCESSORS AND/OR
LANDS N/F OF ASSIGNS AS THEIR lN TERESTS MA Y APPEAR
WHITESIDE, ✓EANNE D. I
INSTRUMENT No.R2014-2gp � 3. WESTCOR LAND Tl TLE INSURANCE COMPAN Y
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� MAP SHOWING LOCATION OF BUILDINGS AND IMPROVEMENTS WITH REFERENCE TO PROPERTY LINES OF
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HERSHBERG' WAS H I N GTO N ST R E ET
GRAPHIC SCALE CITY OF SARATOGA SPRINGS, COUNTY OF SARATOGA, STATE OF NEW YORK
2� � ,� 2� 4� B� �
Con s ul ting Engln e ers
an d Lan d Surveyors ALTERATION OF THIS DOCUMENT, EXCEPT BY A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, IS ILLEGAL.
,
( IN FEET ) � 8 L O C U S t S t f 2 2 t R E VI S I O N S: 8�11�2022 ngvd29, 8�24�2022 u tilites, 9�19�2022 plan tings �'���,� `���~ww�����°°� ry�
� �n�n = zo ft. Albany, New York 12203 �.��� �
Phone No.: 518- 459-3096 DATE: 5�10�2021 SCALE: 1 "=20' BY: AVC CHK: GRT MAP No.:210124
EROSION AND �
SITE PREPARATION NOTES: SEDIMENT CONTROL NOTES
'� The LA GROUP
� � 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE 1. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES
�,- �� (� PRE-CONSTRUCTION MEETING WITH OWNER/OWNER'S SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBING ACTIVITY ANDIOR Landscape Architecture&Engineering P.C.
� n � � REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES. PeopCe.Purpose.PCace.
/� � � �: THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION
� � � SCHEDULE. 2. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN 40 Long Alley p: 518-587-8100
-�� �^'�=s,,�45 � C - '� SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF Saratoga Springs f 518-587-0180
S _ _ 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SARATOGA SPRINGS REQUIREMENTS. I�fY 12866 www.thela rou com
� 78��HOP Cb 3't� - 9 P•
i � E RiM' SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE
� � ��v-`�135s - - - REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND
� 3. PROPOSED LIMITS OF DISTURBANCE ARE CLEARLY INDICATED ON THE
� zL INV.=373.6 �s" Ho�T ce - Unauthorized alteration or addition to this
� �,� wv-3,4 s� �,., ,�� 72 -�, UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. PLANS, AND SHALL BE STRICTLY ADHERED T0, IN NO CASE SHALL THE
document is a violation of Section 7209 of the
'i -L`''s � � CONTRACTOR DISTURB MORE THAN 0.25 ACRE. NewYork State Education�aw.
� w,q Sl`7� � WASHINGTON STREET �W 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY
� '� W EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES 4. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL
� � route unknown PUB C- o�n ��Q AND DETAILS. MATERIALS AND INSTALL ALL MEASURES REQUIRED TO REASONABLY �O the LA Group 2017
, � ;
_ �-'� ' =32z�� � CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION
,
vz �Z ��� � � n VZ-MH ��, 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM P�epared for.�
----- � ��..
� - -p--------------v----- --------- P�� �Vz �y�6 OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY THE CONSTRUCTION SITE.
, �a` ,�,ydR�,�,��wrb-oLt ��--- �rossWo� ��b � SAY2BTD�A- N`'�>> g R�9� � �� COMPANY AND PAY ALL ASSOCIATED COSTS. �
- _ _ � � _ p��e� � � SPRINGS sign R3N��21 8„ P ,� Cardona s Saratoga LLC
� , '' iNv=3� .78 MH 5. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH
� Q ' � `' °� street'�, Z , �R�M= 321.84 THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND 222 Washington Street
�- MH record � �9n �, �,� � � � SEDIMENT CONTROL FACILITIES. Saratoga Springs, NY 12866
•` ► ! -�or, � � � �`'�-_, � M
' � � PROTECTION NOTES:
I �`0 ACCt» . c'�',�'' . li ' _ �1$5
� i �� ` AREA I ' °ROMa F000s � �.- 6. ALL CATCH BASIN INLETS SHALL BE PROTECTED FROM SEDIMENT
' E , �_ IMPORTING N, �\ �`� I 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND LADEN RUNOFF.
� , coMPaNY wc." �_ � .\\ , p�cr� OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS.
- '� s��._ -- , < ,-' a
� � " �� �8�5 Q 7. ALL STORM DRAINAGE CONVEYANCES AND OUTLETS SHALL BE
��e i � \��-3 � 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL STABILIZED,AS REQUIRED, BEFORE THEY BECOME OPERATIONAL.
REMOVE CURBING �. �� Dvc �_ ��44 �,� EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND
� 1 `���F% DRIVEWAYS. 8. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO PREVENT
' INLET PROTECTION 3 � , EROSION BEFORE GRASS IS ESTABLISHED AND PROMOTE FASTER
L-4.0 '� 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL VEGETATION COVER.
� -a DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES,AND BARRICADES IN
ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD g. OFFSITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL
SAWCUT CURB AND WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, CONTROL MEASURES TO BE DETERMINED BY THE OWNER'S
REMOVE AND SALVAGE REMOVE AND DISPOSE ASPHALT PAVEMENT AND PERSONS, AND PROPERTY FROM DAMAGE. REPRESENTATIVE.
REMOVE CURBING
HANDICAP PARKING OF HANDICAP PARKING REMOVE CURB AND , � 4. BEFORE ANY CLEARING IS DONE,THE CONTRACTOR SHALL ARRANGE
SIGN FOR REUSE SIGN ASPHALT PAVEMENT � EXISTING ELECTRICAL 10. DUST SHALL BE CONTROLLED BY AN APPROVED METHOD ACCORDING
' a '�I POLE, PROTECT DURING A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO TO NYSDEC STANDARDS AND MAY INCLUDE WATERING WITH A
SAWCUT AND REMOVE SAWCUT ASPHALT IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO SOLUTION OF CALCIUM CHLORIDE AND WATER.
ASPHALT PAVEMENT � � PAVEMENT AND � CONSTRUCTION CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING
CONCRETE AND CONDITIONS TO BE PRESERVED. 11, WHENEVER POSSIBLE, THE CONTRACTOR SHALL USE STAGED
REMOVE SAWCUT CURB AND CONSTRUCTION METHODS TO MINIMIZE EXPOSED SURFACES.
I I , � ASPHALT PAVEMENT AND 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF
�� REMOVE ASPHALT
�, �,,9 _ ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE 12, SOIL STOCKPILES SHALL BE STABILIZED IN ACCORDANCE WITH NOTES
�c, ��oG PAVEMENT LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM,
AND PLANS AND SHALL BE ENCLOSED BY SILT FENCE ON THE
REMOVE EXISTING RAMP o ���`��'�ST� � INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT DOWNHILL SIDE.
2> >a�y�`S'S-/-9'�.o s
�/��� s,6, �2�oa o�To2 , � o PLANS, DETAILS AND SPECIFICATIONS.VEHICLES SHALL NOT BE
�'o�a `S�-o o�<"2� � I�,�� PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO 13. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED
REMOVE EXISTING SHED � �' s � � `S's �<
5'F,p?���oo s], �s`.�, � SAWCUT AND REMOVE TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND ALL DISTURBED
R E M O V E E X I S T I N G F E N C E ,a�,' ��F�, CRACKED CONCRETE STORED BENEATH TREES TO BE SAVED. AREAS BECOME PERMANENTLY STABILIZED.
9� � SIDEWALK PANEL
� �< < EXISTING SANITARY CLEAN 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE 14, WHEN ALL DISTURBED AREAS REACH PERMANENT STABILIZATION,
o � + �c� ��� PROTECTION FENCING FOR APPROVAL BY THE OWNER'S REMOVE AND DISPOSE ALL EROSION AND SEDIMENT CONTROL
� + �' °' OUT. CONTRACTOR TO REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS.
� � ++ ' ��� � COORDINATE REMOVAL WITH DEVICES AND STABILIZE AND RESTORE SITES DISTURBED BY
� '+++ +-�+ n MEP PLANS REGARDING NEW REMOVAL OF EROSION CONTROL DEVICES.
2 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW
r��z-�++ �� � SANITARY ROUTING INSIDE CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE
REMOVE TREE t � � � BUILDING EXPANSION, SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED
,�;:���.�<
m UNTIL ABUTTING MATERIALS ARE INSTALLED.
, m
TREE PROTECTION 1 � � EXISTING ELECTRICAL.
FENCING L-4.0 ' L CONTRACTOR TO COORDINATE
` -I REMOVAL WITH LOCAL UTILITY
REMOVE VEGETATION TO PROVIDER AND MEP PLANS. REMOVALS NOTES.
FACILITATE THE WORK. PLACE
TREE PROTECTION FENCING 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
AROUND TREES TO REMAIN F REMOVE CURBING WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE
AS SHOWN. REFER TO L-2.0 � e ST REMOVED AND RECYCLEDIDISPOSED OF OFF SITE.ALL HANDLING OF
FOR TREE SPECIES AND � MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE
APPROXIMATE SIZE. ' � DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL
� ' � (X LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE
, ,',' , .�'�
' � � k SAWCUT AND REMOVE REGULATIONS.
P�oject Title:
�
� ' ASPHALT PAVEMENT
� � � , ��y 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH Ca rd o n a's M a rket
� � �� � TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS
_ _ _ - ' APPLICABLE UNLESS OTHERWISE NOTED. 222 Washington Street
- - .��'� Saratoga Springs, NY 12866
3 INLET PROTECTION 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL
s ` 2 SILT FENCE 4 CONCRETE L-4.0 BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE
�� � �
L-4.0 L-4.0 WASHOUT OWNER'S REPRESENTATIVE.
CUT, CAP, AND ABAND N 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE
EXISTING STORM PIPE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND
e/RCH 5�, SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS,
' Ax MAP No. VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE
�5.65-3-11. REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT
� �NDS N�F 0� �
S�DE, �E,4Nl� DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED.
-�/T A/� �^ I
5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO
FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING
EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE
' REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S
REPRESENTATIVE.
� �
�
� LEGEND
� � � � � � Project No.: 2022049
� � � � � � - � �
Design: KLT
LIMIT OF DISTURBANCE (0.2 ACRES)
Drawn: CPA Ch'k'd: DRC
Date: 9/28/2022 Scale: 1"=20'
' � � � � PROPERTY LINE
' Rev: Description: Date:
� '
3 SF SILT FENCE
a
�
� 20 10 0 5 10 15 20 ❑ INLET PROTECTION
�
0
�
Q
� Scale: 1"-20' REMOVE ASPHALT PAVEMENT
�
0
J
� VEGETATION REMOVAL
U
rn
v
0
N
N
� SITE REMOVAL Drawinq Title
�
�
� Site Demolition &
�
° � � � � � � SAWCUT ASPHALT PAVEMENT P re p a ra t i o n P I a n
�
��
�
Y
� XXXXXXXXXXXXX REMOVAL
= Planning Board # 22.XXXX
�
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� AD D COVO I Dra winq No.
�a o
0�N
W N o Approved under authority of a resolution adopted
Q� � by the Planning Board of the City of Saratoga Springs.
�roa
Q N�
m�� Chairperson
Date Signed '
ao �
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acnii
LAYOUT NOTES. PARCEL LOTSIZE
N UMBER LOCATION OWN ER (AC) �
W 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW 165.65-1-4 61 BENSONHURST AVE CARROLL,GERALDINE V 0.09
m YORK STATE REGISTERED SURVEYOR ENGAGED BY THE 165.65-1-5 NEWTON AVE REAR CARROLL,GERALDINE V 0.12
< � CONTRACTOR. TI I l.. LA G ROU P
O
165.65-1-9 8 NEWTON AVE VETTERICK, RICHARD C 0.21
Z z 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. 165.65-1-10 NYS RT 29 WITTCONSTRUCTION INC 0.17
2 Landscape Architecture&Engineering P.C.
m C THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY 165.65-1-14.1 BENSONHURST AVE REAR CARROLL, GERALDINE 0.07
� DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE 165.65-1-14.2 57 BENSONHURST AVE ROUSSEAS, PEREY 0.21 PeopCe.Purpose.PCace.
� OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 165.65-1-16 229 WASHINGTON ST SCHMIDT MANAGEMENT 229, LLC 0.48 40 Long Alley p: 518-587-8100
3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO 165.65-1-17 NYS RT 29 SARATOGA SPRINGS, ACQUISITIONS LLC 0.14 Saratoga Springs f 518-587-0180
THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE 165.65-2-48 227 WASHINGTON ST SARATOGA SPRINGS, ACQUISITIONS LLC 0.22 NY 12866 www.thelagroup.com
NOTED. 165.65-2-49 222 GRAND AVE CORSALE, NANCY ROSE 0.19
10 PAVEMENTKEY, 165.65-3-7 247GRANDAVE ITALAMERWARVETS 2.01 Unauthorizedalterationoradditiontothis
EXISTING DECORATIVE L-4.0 TYP. 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO document is a violation of Section 7209 of the
FACE OR BOTTOM OF CURB. 165.65-3-8 228 WASHINGTON ST VALATIE REALTY LLC 0.76 NewYork State Education Law.
STREET LIGHT HINGTON STREET 165.65-2-40 103 OAK ST BROPHY,JAMES H 0.25
PROPOSED EASEMENT 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S 165.65-2-43.11 224 GRAND AVE HODGES, GEORGE 0.17 �O the LA Group 2017
TO CARDONA'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL 165.65-2-43.13 GRAND AVE ANW HOLDINGS INC 0.01
SARATO��C 9 TRANSITION CURB OFFICIALS.
�� L-4.0 165.65-3-12.1 225GRANDAVE INGALLS, DAVIDF 0.22 P�eparedfor.�
- � � 1 ( � \ 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED 165.65-3-12.2 227 GRAND AVE UCCI, ERIC S 0.25 Cardona's Saratoga LLC
- - _ _ ' � � / BY THE CONTRACTOR AND APPROVED BY THE OWNER'S 165.65-3-13 229 GRAND AVE NATALE,JOSEPHINE 0.87
_ ` M � REPRESENTATIVE PRIOR TO CONSTRUCTION. 165.65-3-21 226 WASHINGTON ST PARILLO, FRANKJ 0.95 222 Washington Street
• � ��
� � R95' 7. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE 165.65-2-19 216 WASHINGTON ST COUCH, DORENE 0.15 Saratoga Springs, NY 12866
� IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY 165,65-2-6 219 WASHINGTON ST CARDINELL, KELSEY 0.16
� � � 1 THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 165.65-2-7 217 WASHINGTON ST KRYGOWSKI,JENNIFER H 0.14
RESET EXISTING I I
O 165.65-2-8 203 WASHINGTON ST BONHAM,JONATHAN D 0.15
HANDICAP SIGNAGE O �s � � 10 PAVEMENT KEY, 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES(LINES,
sr�, 165.65-2-9 201 WASHINGTON ST STERLING,SHARLA D 0.15
L-4.0 TYP. DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF
"NO PARKING"SIGN 11 I MATCH WITH O �� PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS,TREE 165.65-2-17 202 WASHINGTON ST SYMOLON,WILLIAM J 0.15
L-4.0 EXISTING CURB O ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR 165.65-2-18 204 WASHINGTON ST KIMMEL, KURT 0.15
FLUSH Q 9 TRANSITION CURB SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE
L-4.0 165.57-2-35 DIVISION ST ENLARGEDCITYSCHOOL 4.7
EXISTING CONCRETE � I PRIOR TO CONTINUING WORK.
ACCESSIBLE 1 165.65-2-37 218GRANDAVE WOODCOCK, LAUREN E 0.2
PAD TO REMAIN I PARKING LAYOUT L-4.1 O � 8 6"CONCRETE CURB 165.65-2-39 220 GRAND AVE WARD, DOUGLAS 0.24
9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION.
PAVEMENT KEY 10 � O L-4.0 CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL& 165.65-2-35 208 GRAND AVE SARATOGA APARTMENT LIVING, LLC 0.46
L-4.0 � I � ��' HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO 165.65-3-10.1 222 WASHINGTON ST 9 COBBEE ROAD LLC 0.58
� O � R150' CONSTRUCTION, 165.65-3-11.1 55 BIRCH ST WHITESIDE,JEANNE D 0.23
DUMPSTER 5 � � ����EXISTING 10. THE LOCATION OF ALL EXISTING TREES SHOWN AND IDENTIFIED SHALL 165.65-2-47 200 WASHINGTON ST FINIGAN, MICHAELS 0.25
ENCLOSURE L-4.1 � � I ' O \ DECORATIVE
BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND ANY 165.65-2-20 218 WASHINGTON ST HAMEL, DANIEL G 0.15
I � 2 �� \/ \ STREET LIGHT DISCREPANCIES REPORTED TO OWNER'S REPRESENTATIVE. 165.65-2-21 215 GRAND AVE THORNTON, DANIEL BRIGGS 0.43
� ,� `� 5 ASPHALT 165.65-2-22 211 GRAND AVE WILLETTE, GARY P 0.16
� L-4.0 PAVEMENT 165.65-2-23 209GRANDAVE BALZER, RYAN E 0.16
d
�Q 165.65-2-24 205GRANDAVE KIRCHHERR,JONATHAN W 0.22
` �� O � MATCH WITH 165.65-2-25 109 WALNUTST PENZER,JOHN STEVEN 0.1
` ° 5� EXISTING CURB
R85' 3 • FLUSH 165.65-2-26 107 WALNUTST CORSALE, BARBARA A 0.14
HEAVY DUTY CONCRETE 6 e�' � � � 165.65-2-1 62 BENSONHURSTAVE VALENTIN, EMANUEL 0.11
PAVEMENT(DUMPSTER L-4.0 ' . 6'� `9" � �' 6 CONCRETE 165.65-2-2 64 BENSONHURSTAVE SARATOGA SPRINGS ENLARGED 0.11
PAD ONLY) I ,S • I�oaoaa L-4.0 PANEL
�T� � MATCH WITH � 165.65-2-3.1 66 BENSONHURSTAVE CARROLL,GERALDINEV 0.19
STANDARD DUTY 6 "' A � EXISTING CURB � g DETECTABLE 165.65-2-3.21 BENSONHURSTAVE CARROLL,CONSTANCEJ 0.01
CONCRETE PAVEMENT L-4.0 Y FLUSH L-4.1 WARNING STRIP 165.65-2-3.22 BENSONHURSTAVE ROUSSEAS, PEREY 0.01
I m �� � pp 165.65-2-4 225WASHINGTONST WESTCIRCULARSTREETCORP 0.29
I w I � PROPOSED � 165.65-2-5 221 WASHINGTON ST WELSH, ESSIE 0.15
�
w � PLANTER BED =
ol� BUILDING � 165.65-2-3.22
EXPANSION FRONT � � 165.65-2-3.21
SETBACK 12' � m 165.65-2-3.1
I I O � 165.65-1-14.2 _
I 10 PAVEMENT KEY, I
L-4.0 TYP. i � 10 PAVEMENT KEY, 165.65 2-1
165.65-1-14.1
WALK IN I L-4.0 TYP.
COOLER I '+ 165.65-1-9 165.65-2-2
� N I � 11 "NO PARKING"SIGN 165.65-1-4
� R5' ' L-4.0
+ '� 165.57-2-35
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� 18 19 20 9 9 165.65-1-16 � � 165.65-2-4 N N N N P�oject Title:
8 6"CONCRETE CURB o z � � � `q ~ � �
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- - REAR SETBACK 24''1 ^ m 222 Washin ton Street
- - �� � ��� �^ �
� 45.3' � � g
� � � Saratoga Springs, NY 12866
WASHINGTON STREET WASHINGTON STREET
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I I 165.65-3-8 165.65-3-21 � � � �
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_ _ 165.65-3-12.1
- - - - _ _ Project No.: 2022049
- - - - 165.65-3-13
65.65-3-12.2 Design: KLT
Drawn: CPA Ch'k'd: DRC
165.65-3-7 165.65-2-43.13 M N Date: 9/28/2022 Scale: 1"=20'
� c� ,�, 165.65-2-35
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P����� � �
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a 20 10 0 5 10 15 20 �' �
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165.65-2-43.11 c"'o
o LIMIT OF DISTURBANCE(0.2 ACRES) � EXISTING TREES (GREATER THAN 3" DBH) �
� � - - � PROPERTY LINE SEE NOTE 10 Scale: 1" =20'
� � EXISTING TREES(LESS THAN 3" DBH) 165.65-2-40
� - - - PROPERTY SETBACK
�
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� NEW CONCRETE O PROPOSED TREES Drawinq Title
� �
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�� CONTROL JOINT O PROPOSED SHRUBS 100 50 0 20 40 60 80100 Layo ut
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� Plan
� EXPANSION JOINT ,�� PROPOSED LIGHTING Scale: 1" - 100'
Y
� NEW ASPHALT PAVEMENT EXISTING LIGHTING
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�� TOPSOIL AND SEED Planning Board # 22.����
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��" EXISTING TREELINE Aoorovpl
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�°�a PROPOSED TREELINE Approved under authority of a resolution adopted �_�.O
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m� � Chairperson
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EXISTING TREE KEY (TO BE RETAINED)
ABBREVIATION COMMON NAME BOTANICAL NAME �
0o AE American Elm Ulmus americana
m AR Arborvitae Thu�a occidentalis
mD (zi� BB Burning Bush Euon mus alatus Th e LA G ROU P
� BE Boxe der Acer ne undo
� z CW Cottonwood Po ulus deltoides
2 Landscape Architecture&Engineering P.C.
m C GA Green Ash Fraxinus enns Ivanica
� JL Ja anese Lilac S rin a reticulata PeopCe.Purpose.PCace.
� NM Norwa Ma le Acer latanoides 40 Long Alley p: 518-587-8100
RM Red Ma le Acer rubrum Saratoga Springs f 518-587-0180
TH Tree of Heaven Ailanthus altissima NY 12866 www.thelagroup.com
WO White Oak uercus alba
EXISTING TREE KEY (TO BE REMOVED) Unauthorizedalterationoradditiontothis
ABBREVIATION COMMON NAME BOTANICAL NAME document is a violation of Section 7209 of the
• • � EXISTING DECORATIVE
New York State Education Law.
BL Black Locust Robinia seudoacacia
8" DBH) (1) (8) STREET LIGHT WASHINGTON STREET
�O the LA Group 2017
2
AG
�� P�epared for.�
i -
_ _ _ _ � Cardona's Saratoga LLC
— � 222 Washington Street
l, Saratoga Springs, NY 12866
� PLANT LIST
�__ — 1
� j � � SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKSISPACING
EX, JL ORNAMENTAL TREES
�. � 5" DBH
IAG 5 Amelanchier x grandiflora'Autumn Brilliance' Serviceberry 8'-10'ht. B&B
� q5 � � �I � SHRUBS
_ / � L-3 AG CA 7 Cornus alba'Bailhalo' Ivory Halo Dogwood #5 CONT. MIN. 18" PLANTING
� I — HEIGHT
� �/ PERENNIALS / GRASSES / GROUNDCOVERS / HERBACEOUS
I �
5 DN 10 Deutzia gracilis'Nikko' Nikko Slender Deutzia #3 CONT. 36"SPACING
I / � ��EXISTING HC 17 Hosta'Color Festival' Color Festival Hosta #1 CONT. 24"SPACING
I I / ` ` DECORATIVE HH 22 Hemerocallis'Happy Returns' Happy Returns Daylilies #1 CONT. 18"SPACING
� STREET LIGHT
EX. AR
�7� 10 e EX. AR
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16" DBH (TO BE REMOVED) I I 7" DBH
i 7
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TOPSOIL AND _' + 1
SEED ALL I + e ^, AG
DISTURBED � � � � ++
AREAS,TYP. I I � LEGEND
�,�
P�oject Title:
EX. NM LIMIT OF DISTURBANCE (0,2 ACRES)
8" DBH — — — — . . - EX. GA
Cardona's Market
„ � � � � PROPERTY LINE
EX. GA , � ��.�� ` � 12 DBH _ _ . . — PR PERTY ETBA K 222 Washington Street
6" DBH I EX. GA 0 S C
6" DBH Saratoga Springs, NY 12866
EX. AE EX. NM � NEW CONCRETE
3" DBH 12" DBH
— — � CONTROL JOINT
.oa �oa EXPANSION JOINT
EX. GA
I 12" DBH NEW ASPHALT PAVEMENT
EX. NM EX. RM
� g�� pgH 20" DBH � TOPSOIL AND SEED
EX. NM
EX. CW EX, TH 6" DBH
38" DBH 11" DBH EX. BE EXISTING TREELINE
4" DBH
I EX. TH EX.WO PROPOSED TREELINE
12" DBH 12" DBH (DEAD) �
I � EX. NM EXISTING TREES (GREATER THAN 3" DBH)
� 8 DBH � EXISTING TREES (LESS THAN 3" DBH)
EX. GA
— — — — — — — — 6" DBH O
. PROPOSED TREES
Project No.: 2022049
O PROPOSED SHRUBS Design: KLT
Drawn: CPA Ch'k'd: DRC
�ic� PROPOSED LIGHTING Date: 9/28/2022 Scale: 1"=20'
�
� � EXISTING LIGHTING Rev: Description: Date:
� LUMINAIRE SCHEDULE
20 10 0 5 10 15 20
a SYMBOL QTY LABEL MANUFACTURER CATALOG# LUMENS WATTS HEIGHT(FT)
0
T
o ,y� 5 L-1 NLS LIGHTING TWA-T4-16L-7-30K7 4409 36 16 Scale: 1" =20'
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N '� 2 L-2 NLS LIGHTING TWA-T4-16L-175-30K7 1212 10 10
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m� � Chairperson
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GRADING NOTES �
1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED
9/19122 PERFORMED BY HERSHBERG&HERSHBERG CONSULTING The LA G ROU P
ENGINEERS AND LAND SURVEYORS.
� Landscape Architecture&Engineering P.C.
2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK
/
STATE LICENSED LAND SURVEYOR. PeopCe.Purpose.PCace.
� NEAREST EXISTING 40 Long Alley p: 518-587-8100
HYDRANT 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS Saratoga Springs f 518-587-0180
ST PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS I�fY 12866 www.thelagroup.com
i SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY
� CONSTRUCTION.
i ST - Unauthorized alteration or addition to this
�i �� 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH document is a violation of Section 7209 of the
' TO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH INCH (1l8") PER FOOT. NewYork State Education�aw.
�, WASHINGTON STREET �W MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%.ANY DISCREPANCIES
�i NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S �O the LA Group 2017
� , TC 322.54 REPRESENTATIVE PRIOR TO CONTINUING WORK.
�"� BC 322.04(EX)
-vz�' �
� � vz P�epared for.�
------------_------_____ -___ 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT
- � ,' ; ,� .____ � EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING Cardona's Saratoga LLC
� � � � � � _ � A THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE
� Q ��, PRIORTO CONTINUING WORK. 222 Washington Street
, � �� � TC:322.37± '� �'��_, Saratoga Springs, NY 12866
' � � BC:32�.��± -; 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH
, /%Y��_ I �� '� AND IN ACCORDANCE WITH ADA GUIDELINES.
\\ � I � EXISTING CATCH BASIN
I � ��� I \ / ` \ \ 1 TO REMAIN, PROTECT 7, ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6")
%
��, � EXTC/BC:321.54 DURING CONSTRUCTION ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE,
- � MATCH EXISTING GRADE
I FLUSH ALONG INTERFACE 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET
I TC MaTCH F�usH I OF NEW AND EXISTING
BC322.04±(EX) THE LINE AND GRADE OF THE EXISTING PAVING.
' PAVEMENT, TYP.
MATCH EXISTING GRADE � PROPOSED EASEMENT 9• SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS
� FLUSH ALONG INTERFACE EXTC/BC:321.48 TO CARDONA'S AND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN
OF NEW AND EXISTING SARATOGA, LLC ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB.
PAVEMENT, TYP. \
� 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL
EX.323.84 � TC 322.54 BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO
� BC 322.04(EX) EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING
' EX.323.64 CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER.
� TC MATCH FLUSH
I E� BC 322.34±(EX) �
� TC 322.so 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL
� BC 322.30(EX) DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION
TC 323.75 � AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE
� EX.323.72 � BC 323.25 � , WITHOUT PRIOR AUTHORIZATION FROM OWNER.TOPSOIL SHALL BE
323.8o j 323.80 I�II .�"� � STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE.
I � EX 323.79 � 12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN
` Ex 323.�0 � 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF
323.70 � 323.35 � DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND
�I � SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND
323.80
MATCH TOP °� DETAILS,
f OF NEW
� M \ 323.70 CURB WITH � 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM
o � EXISTING STRUCTURE AND PREVENT PONDING, FINISH SURFACES SHALL BE FREE
� I 323.80 CONCRETE � � FROM IRREGULAR SURFACE CHANGES.
� 323.62 WALK �
� 323.72 2 14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO
i � 323.30 c/� REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY
, �` BUILDING � CONTRACTOR SHALL BE REPLACED IN KIND.
' EXPANSION m
FFE: 323.80 EX.323.80
m 15. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND
(DOOR SILL) �
EXISTING 15" 323.30 �� ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN
I ,�, _ SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION
HDPE PIPE TO u � __---- ---- OF BACKFILLING.
REMAIN 323.56 EX TC MATCH FLUSH I
\ BC 323.61 (EX) 16. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH
323.30 � EXISTING CATCH BASIN GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS
INV OUT TO MATCH LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES,
� � WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND
' �, S� � � I I EXISTING, EL 319.86± SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR
� -� � AS DIRECTED BY THE OWNERS REPRESENTATIVE.
S
, 323 TC 323.97
- - , `ST �( BC 323.47±(EX) 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, P�oject Title:
PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM
� � � 12" HDPE / �� OF SLOPES. Ca rd O n a's M a rket
� � �� -323 � � �
_ _ __ ' TC/BC 323.80 TC 324.10 18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING 222 Washington Street
323.14 EX TC 323.75 DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS,
_ - -- BC 323.60 BC 323.25 CONNECT NEW 12" HDPE DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED Saratoga Springs, NY 12866
INV OUT: 318.57 12" HDPE TC 323.75 TO EXISTING CATCH CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM
BC 323.25
BASIN, PROVIDE WATER CONCENTRATED RUN-OFF.WHEN IT IS NECESSARY TO INTERRUPT THE
� � TIGHT CONNECTION VIA EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY
YARD DRAIN:YD-1 NON-SHRINK MORTAR. FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY
RIM: 323.64 OWNER'S REPRESENTATIVE,
INV IN: 319.21
� INV OUT: 319.11 19. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH
' I GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS
LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES,
� WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND
SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR
AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
' 20. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4"OF
FINISHED GRADE UNLESS OTHERWISE NOTED.
� �
�
� � � � � � Project No.: 2022049
� � � � � � - � �
Design: KLT
Drawn: CPA Ch'k'd: DRC
Date: 9/28/2022 Scale: 1"=20'
� ' ' Rev: Description: Date:
�
�
a
� LEGEND Zo �o 0 5 �0 15 Zo
0
a
�, LIMIT OF DISTURBANCE (0.2 ACRES)
�
� Scale: 1"=20'
o � � � � PROPERTY LINE
�
J
� ST STORM PIPE
U
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0
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Drawinq Tifle
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�� 323 PROPOSED CONTOURS G ra d i n g�
�
� Drainage & Utility
�, EXISTING CONTOURS
� Plan
N� EXISTING TREELINE Planning Board # 22.����
� PROPOSED TREELINE
U�
�o O EXISTING TREES(GREATER THAN 3" DBH) Aooroval DrawinqNo.
�"� SEE NOTE 10, SHEET L-2.0
0�N
LL O N
�N N Approved under authority of a resolution adopted
Q� � by the Planning Board of the City of Saratoga Springs.
�rn a
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m�� Chairperson _
Date Signed '
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��� TOP COURSE- NYSDOT ITEM NOTES:
� �� �I � � � N 402.098302-9.5F3 H.M.A., 80 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, �
\JV DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE PROVIDE CLEAN SQUARE �i2��RADIUS
LJ V U C� O SERIES COMPACTION TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. coRNERwHERE siruMiNous
� Q I� / �1 �J O WALK ABUTS CURB
0 Q l UU � BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY FINISH �" RADIUS NOTE: 6" FINISH GRADE Th e LA G ROU P
TACK COAT- NYSDOT ITEM ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION GRADE 6" 4 FINISH GRADE;BITUMINOUS
p p p O EXPANSION JOINTS SPACED �,
� 407-0102 DILUTED TO BE INCREASED TO CARRY DESIGN LOADING. � � ALONG CURB 10�O.C. MAX. OR L WN,SEE PLANS Landscape Architecture&Engineering P.C.
Q o 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE
DRIP EDGE � w w BINDER COURSE- NYSDOT ITEM p� : � PAVEMENT PeopCe.Purpose.PCace.
o � THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER —a,aoo Psi
� � � 402.198902- 19F9 H.M.A., 80 COURSE V ° CAST-IN-PLACE CONCRETE - casT-iN-P�acE
w � �w SERIES COMPACTION PG ao . CURB, SEE CONCRETE � CONCRETE 40 Long Alley p: 518-587-8100
m 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING i: : I cuRe Saratoga Springs f 518-587-0180
ORANGE POLYETHYLENE � � � BINDER(LIQUID ASPHALT) AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ' : � SPECIFICATION � I�fY 12866 www.thelagroup.com
� GRADE SHALL BE PG-64-22 ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER ' � ' °
WARNING FENCE --------- ----- � �GRAVEL COMPACTED �' �
AND SHALL BE PAID BY THE CONTRACTOR. °"
COMPACTED GRAVEL- � TO 95%STANDARD c4 COMPACTED Unauthorized alteration or addition to this
NYSDOT TYPE 2 (SECT. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO � �-*���a GRAVEL BASE document is a violation of Section 7209 of the
O COMMENCING PAVING OPERATIONS. �PROCTOR
304)COMPACTED TO 95% ��� NYSDOT New York State Education Law.
FOR TREE PROTECTION CONDITIONS: SUBGRADE SECT.304,
_' . " " STANDARD PROCTOR �PE 2 �O the LA Grou 2017
o ADD WATERPROOF PERMANENT SIGN COMPACTED TO 90% 6" 6" 6"
o READING. TREE PROTECTION AREA , GEOTEXTILE FABRIC, MIIRAFI 500X PAVEMENT TOP BINDER GRAVEL FULL CURB AT LAWN STANDARD PROCTOR FLUSH CURB IN PAVING p
� ��,�.� MIN. 3 SIGNS PER TREE, OR 1 SIGN TYPE COURSE COURSE COURSE
EVERY 20'O.C. FOR GROUPINGS OF SUBGRADE OR STRUCTURAL P�epared for.�
-�-- TREES FILL COMPACTED TO 95% PARKING 1-112" 2" 10" CONCRETE CU RB
`l�-- _ `" � � METAL POST MODIFIED PROCTOR LOT 8 Cardona's Saratoga LLC
� � � I I �� I I U SCALE: NTS
� � � � 222 Washington Street
� U Saratoga Springs, NY 12866
� TREE PROTECTION 3 TRANSITION CURB
,
SCALE: NTS ASPHALT PAVEMENT
5 SCALE: NTS
10' MAX. 4 TO� 36" MIN. FENCE POST
STANDARD DUTY CONCRETE HEAVY DUTY CONCRETE
36" MIN., 2" HARDWOOD FENCE POSTS, BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR
DRIVEN MIN. 16" INTO GROUND
w FILTER FABRIC ' • TO WALK TO WALK SECTION
Q > w � �4"CONCRETE �6"CONCRETE-SEE
- � m ¢ o CONCRETE SPECIFICATIONS
� � ¢ � �"
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_
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� ¢ � 6 GRANULAR SUBBASE COURSE NYS 8 GRANULAR SUBBASE COURSE NYS y SCALE: NTS
c�, � = D O T S E C T. 3 0 4, T Y P E 2 C O M P A C T E D � ' D O T S E C T. 3 0 4, T Y P E 2 C O M P A C T E D
� �TO 95% STANDARD PROCTOR �TO 95% STANDARD PROCTOR
��� EMBED FILTER CLOTH SUBGRADE COMPACTED TO SUBGRADE COMPACTED TO
.�'�� MIN. 6" INTO GROUND 90%STANDARD PROCTOR 90%STANDARD PROCTOR
PERSPECTIVE FILTER FABRIC; FASTENED SECURELY NOTES:
VIEW TO FENCE POSTS W/STAPLES SECTION EXPANSION JOINT SPACING-20'-25'O.C. PROPOSED PAVING EXISTING PAVING TO REMAIN
CONTROL JOINT SPACING- 5'O.C.
NOMINAL CROSS SLOPE- 1/8"TO 1/4" PER FOOT(MAX.SLOPE 1:50 TYP.)TOWARDS STREET OR
A.O.B.E. MAX.SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 KEYED PAVEMENT TO BE
CONSTRUCTION SPECIFICATIONS: CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL SIDEWALK WIDTH TO BE 5'MIN. OR AS ORDERED BY CITY ENGINEER 1' FLUSH WITH EXISTING
EITHER"T"OR"U"TYPE OR HARDWOOD. TOP COURSE PAVEMENT
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. CITY OF SARATOGA SPRINGS _
FENCE SHALL BE WOVEN WIRE 6'MAXIMUM MESH OPENING. CONCRETE SPECIFICATIONS OF THE PLANNING BOARD , �
BINDER COURSE / �
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO
FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X,STABILINKA T140N, OR APPROVED EQUIVALENT. CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED.THE EXACT / �
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY 1-/2" MINIMUM DEEP KEY
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE.
6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. MINIMUM SPECIFICATIONS. WITH CLIMATE AND WEATHER CONDITIONS. I J INTO EXISTING PAVEMENT
ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL /
S I LT F E N C E SHALL MEET OR EXCEED THESE COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE"NEW YORK � /
2 STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS - � / -
SCALE: NTS CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE CONSTRUCTION AND MATERIALS", 1985. - � � � �
AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE(1)A LOW - _ - - -
WATER-CEMENT RATIO(MAXIMUM 0.46), (2)A SLUMP OF 4 INCHES OR ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY ��` �� ` � � � � ` �� � � �°
LESS,*(3)A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS \ ' COMPACTED BASE MATERIAL
PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE PLANNING BOARD.
��� ��OFF NOTE: SURFACE, (5)ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER
5����Q��� 1. SILT SACK SHALL BE MAINTAINED&REMOVED ONLY AFTER LINEAR FOOT OR MORE, (6)A MINIMUM OF 7 DAYS MOIST CURING AT OR *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND
� �P ACCEPTANCE OF ROADWAY.SILT SACK SHALL BE CLEANED ABOVE 50 DEGREES F, (7)A MINIMUM COMPRESSNE STRENGTH OF 4000 WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO.
� � PERIODICALLY TO KEEP CATCH BASIN WORKING PROPERLY PSI AT 28 DAYS,AND(8)A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST
�� �� WHILE IN PLACE AT REMOVAL OF SILT SACK ALL CATCH BASINS P�oject Title:
� SHALL BE CLEANED OF DEBRIS AND SEDIMENT. PAVE M E NT KEY
� 2. GRATE SILT SACK SHALL ONLY BE USED FOR IN-PAVEMENT CON CRETE PAVEM E NT � O SCALE: NTS Ca rd o n a's M a rket
PAVEMENRES ONLY DURING AND AFTER INSTALLATION OF " SCALE: NTS 222 Washington Street
SE��MENRUNOFF Saratoga Springs, NY 12866
�ADEN USE SILT SACK UNDER GRATE TO
CONTROL SEDIMENT RUNOFF. No
SACK SHALL BE MAINTAINED AND CLEANED PARKING HEAVY DUTY
JOINT SEAL PER SPECIFICATIONS ANYTIME ALUMINUM SIGN
ON A REGULAR BASIS (SEE NOTE) 2�� 2��
TOOLED JOINT WITH 1/4" RADIUS EDGE
I N LET PROTECTION 1-3/4��SQUARE GALV.
3 BOND BREAKER BACKER ROD ONE PRIME ANDITWO
SCALE: NTS
PREMOULDED JOINT FILLER FINISH COATS BLACK
---------------- ----------------- LOCATE SIGN MARINE ENAMEL
2'OFF EDGE OF
o CURB OR WALK
�, 2"SQUARE GALV. STEEL
SIGN POST STOCK SLEEVE
EXPANSION JOINTS TO OCCUR 20'O.C. MAX&AT TO MATCH POST
1/2"JOINT ALL CURBS,WALLS, &WHERE SHOWN ON PLANS
8' MIN. OR OTHER DETAILS
CONCRETE WASHOUT SIGN FINISH GRADE
EXPANSION JOINT o �(LAWN OR PLANT BED)
STAPLES (2 PER BALE) IoI
CONCRETE � a a a a � � I I
STRAW BALE wnsHouT 2�� 2�� __
z � � Project No.: 2022049
10 MIL PLASTIC LINING z � � � I I Design: KLT
WOOD OR N TOOLED JOINT 5'O.C. OR AS SHOWN ON PLANS& I I
Drawn: CPA Ch'k'd: DRC
OTHER DETAILS OR TO MATCH EXIST. SCORE � � Date: 9/28/2022 Scale: NTS
METAL STAKES � � o
(2 PER BALE) JOINTS.TOOLING SHALL ALSO OCCUR AROUND � I I
0 0 ----------------- ENTIRE PERIMETER OF CONC. PAVEMENT.
________________ COMPACTED
� � Rev: Description: Date:
I I SUBGRADE
10 MIL PLASTIC LINING o 0
STRAWBALES STAKED INTO GROUND o p a a p o NOTE:
� NOTE:
� 1. OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION.
�
� 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO 1l2"JOINT 2. INSTALL 2'FROM EDGE OF PAVEMENT.
0
�� ADEQUATELY CONTAIN CONCRETE CLEANOUT.
SCORE JOINT
J
0
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N CONCRETE WASHOUT TEXT LETTER APPROX.SIZE M.U.T.C.D.
� 4
N N RETE J NT
� SIZE TYPE OF SIGN N0. Drawinq Title
Q SCALE: NTS 7
�� SCALE: NTS Deta i I s
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FREE STANDING VAN ACCESSIBLE SIGN TO �
MEET ANSI STDS. (4'0" MIN. MOUNTING HEIGHT
AT BOTTOM OF SIGN). SIGN SHALL NOT BE � \1 D �� fy, 1, �
FREE STANDING"NO PARKING"SIGN OBSCURED BY A VEHICLE IN THIS SPACE. y ��� ,
TO MEET ANSI STDS. (12X18" MIN. `\ � � ���l The LA G ROU P
SIZE.40 MIN. MOUNTING HEIGHT AT REUSE EXISTING SITE SIGNAGE PER DEMO AND f
� ' i Landscape Architecture&Engineering P.C.
BOTTOM OF SIGN). LAYOUT PLANS. � � � � � �� ' � �=
\` / C/ PeopCe.Purpose.PCace.
t /'/
� 40 Long Alley p: 518-587-8100
�— I r� Saratoga Springs f 518-587-0180
`'� f � / � I�fY 12866 www.thelagroup.com
� �� ��
W, L /
� ���� � Unauthorized alteration or addition to this
� � �� NOTES: document is a violation of Section 7209 of the
. / -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE New York State Education Law.
4"WIDE PARKING \ � � AS IN THE NURSERY. -THIN BRANCHES& FOLIAGE AS
CONCRETE LINES PAINTED _ � � �a � ��-- DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. �O the�A Group 2017
WALK WHITE �� � � �_._.; NEVER CUT A LEADER.
� _____ -TREE SHALL BE PLUMB&STRAIGHT.
NON-ACCESSIBLE %� � � / �, P�epared for.�
�� � r.
/ PARKING SPACE (TYP.) �� � � STAKE AND GUY TREE-CONTRACTOR SHALL PROVIDE Cardona's Saratoga LLC
� � METHOD AND MANUFACTURER SAMPLE TO OWNER'S
NOTE: REPRESENTATIVE FORAPPROVAL. 222 Washington Street
PROVIDE 1 ACCESSIBLE EQ EQ NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF Saratoga Springs, NY 12866
SPACE IN EVERY 25 THE SECOND LOWEST BRANCH (FALL PLANTING ONLY)
PARKING SPACES UP TO
ANSI 100, 1 HANDICAP SPACE 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL
STANDARD IN EVERY SPACES OVER AWAY FROM TRUNK.
HANDICAP 100. (AS PER N.Y.S. -
SYMBOL BLDG. CODE). 3" HT. PLANTING MIX SAUCER
AMENDED PLANTING MIX, COMPACTED
8'-0"TYP. 8'-0"TYP. 9'-0"TYP. � CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER
BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE
NO-PARKING STRIP PAINTED NOTE: BURLAP.
WITH 4" DIAGONAL LINES 1. MAXIMUM SLOP WITHIN ACCESSIBLE PARKING AND/OR NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92%
STRIPED AREA SHALL NOT EXCEED 1:50(2%) UNDISTURBED SUBGRADE
2. REFER TO PLAN FOR LAYOUT INFORMATION
6 DECIDOUS TREE PLANTING
SCALE: NTS
� ACCESIBLE PARKING LAYOUT
SCALE: NTS
$„
MIN
� ��
KEY � SPACE SHRUBS AS INDICATED
SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT.AS �T• EXIST. PVMT. ° � ON PLANS
SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT.
PRIOR TO PLACEMENT OF NEW PVMT. � � � ROOT FLARE SHALL BEAR SAME
ITEM DEPTH MATERIAL METHOD OF r"' � o RELATIONSHIP TO FINISH
NOTES: LAWN RESTORATION PVMT. RESTORATION PLACEMENT � � ��"' GRADE AS IT BORE TO
�,, ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED TOPSOIL&SEED NEW. PVMT,, SEE DETAIL w�,�� �J' c, C� PREVIOUS EXISTING GRADE
AS SPECIFIE � PIPE ZONE BEDDING 6" MIN. CRUSHED STONE MECHANICAL �,.,�-�. ���-
�p THE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADA COMPACTION o c.uy � � � 3" DEPTH SHREDDED BARK
10° s, STANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICAL - PIPE ZONE BACKFILL 12" MIN. CRUSHED STONE MECHANICAL � � MULCH; PULL AWAY FROM
SYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREAS � � COVER COMPACTION �-' o o° �-v' ROOT FLARE.
100° o THE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND �� w � FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL
� � COMPACTION
� 'o SIGNIFIES ACCESSIBILITY. SUBBASE MAT'L.;
`" �0�. _ o � � �� REFER C U T A N D R E M O V E B U R L A P
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;r, � � w w z FROM TOP 1l3 OF ROOT BALL
M c�'J O o BURIED METALLIC NOTES: �
�'� w v v 1. FINAL TRENCH BACKFILL � PLANT SHRUBS IN CONTINUOUS BED
� z z IDENTIFICATION 1.a. IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE - ? OF SPECIFIED PLANTING SOIL
5�� Q g � WARNING TAPE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE � �
� - -
N w X � �� z FINAL TRENCH BACKFILL ENGINEER OF RECORD; OTHERWISE IT SHALL BE UNDISTURBED SUBGRADE
� � � (SEE NOTE) STRUCTURAL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85
> o . . . . .� PERCENT. 12„
� `�' � � PIPE ZONE BACKFILL 1,b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE
� o � .. MIN.
. . . STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY SHALL P�oject Title:
�'��` � :. Q�Q� � PIPE ZONE BEDDING BE 95 PERCENT, �
o� � MAT'L 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH S H U RB P LANTI N G Ca rd o n a s M a rket
BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS.
ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY � SCALE: NTS 222 Washington Street
z COMPACTED TO THE SATISFACTION OF THE ENGINEER. Saratoga Springs, NY 12866
� PIPE O.D. +24" 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES.
HAN D I CAP SYM BO L `° MIN.
2 SCALE: NTS
4 PIPE TRENCH
SCALE: NTS
DETAIL 1
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TOPSOIL FINISH GRADE CONNECTION B o o o o o o o B � Drawn: CPA Ch'k'd: DRC
� � � � � � � SECTION A-A DOME Date: 9/28/2022 Scale: NTS
� TENSION BAR DOME O° O° O° O° O° O° O°
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� TENSION BAND WITH CARRIAGE BLACK VINYL
BOLTS AND NUTS SLATS, TYP. A
1'-0"
SELECT GRANULAR BACKFILL BOTTOM SELVAGE KNUCKLED 10/16"f�HOLE THROUGH
INTERNAL EMBEDMENT EMBEDMENT FLANGES 2
a PROVIDE 4"WASH ACROSS PLAN-TILE FLANGE AT 3"C/C PER FLANGE) (
� TOP OF FOOTING, TYP.
�
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� COMPACTED SUBGRADE 3,000 PSI CONCRETE FOOTING, 18" 3,000 PSI CONCRETE FOOTING, 12" 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS
�, o DIA @ GATE POSTS DIA @ GATE POSTS � SPECIFICATIONS. Drawinq Title
� AREA D RAI N � � � � 2. DO NOT SCALE DRAWINGS. + •
o a : 3. FOR CUSTOM SIZING CONTACT MANUFACTURER. D� l,� I I S
� � SCALE: NTS ° 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT
�,' WWW.CAD DETAILS.COMIINFO/REFRENCE NUMBER 681-001A.
�
�� 10'-0"OIC MAX. �
/ ENGINEERED PLASTICS,INC. 1(800)682-2525
� I I I\ � 'I � � I � � 3001NTERNATIONAL DR.,SUITE 100 PHONE:(716)6263626
� WILLIAMSVILLE,NY
m N�TE: FAX:1(800)769-4463
�' 1. ALL POST, RAILS, MESH AND HARD WARE DETAIL 1 I I USA,14221 www.armor-tde.com
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