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HomeMy WebLinkAbout20210505 Station Lane Apt. Extenstion Application **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** JFOR OFFICE USE1 TOGS CITY OF SARATOGA SPRINGS (Application#) 4gPi PLANNING BOARD CITY HALL-474 BROADWAY (Date received) '' s ` '•' SARATOGA SPRINGS, NEW YORK 12866-2296 ti 5 TEL: 518-587-3550 X2533 -,PoRATEO www.saratoga-springs.org (Project Title) APPLICATION FOR: APPROVAL EXTENSIONS — Staff Review SPECIAL USE PERMIT, SITE PLAN, LAND DISTURBANCE ACTIVITY, SUBDIVISION Property Address/Location: Station Lane, Saratoga Springs, NY 12866 Date of original Planning Board approval: July 30, 2019 Current expiration date: April 30,2021 (Includes 92 day extension passed by City for closure period per voicemail received from Susan Barden 5/5/30) ❑ Special Use Permit approval — 18 month extension III Site Plan approval — 18 month extension ❑ Land Disturbance Activity approval — 18 month extension ❑ Subdivision approval —90 day extension Reason for Extension: The process to complete the remaining conditions of approval have taken longer than expected and requires an extension of the previously approved site plan application. Since the project was originally approved, are there any significant changes to the site or neighborhood or within the circumstances and findings of fact upon which the original approval was granted? • No 0 Yes If Yes, please describe: APPLICANT(S)* OWNER(S)(If not applicant) ATTORNEY/AGENT Name Richard Askew Lansing Engineering Address 38 Schermerhorn Drive, Lake George, NY 12845 2452 State Route 9,Suite 301,Malta,NY 12020 Phone 518-3834804 518-899-5243 Email rondack1@gmail.com ysl@lansingengineering.com Identify primary contact person: 0 Applicant 0 Owner RI Agent * An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. Does any City officer, employee or family member thereof have a financial interest (as defined by General Municipal Law Section 809) in this application? IJ No 0 Yes If Yes, a statement disclosing the name, residence, nature and extent of this interest must be filed with this application. PLEASE CHECK THE FOLLOWING TO AFFIRM INFORMATION IS INCLUDED WITH SUBMISSION: • 3 hard copies (1 w/original signature) and one PIPctronic copy(PDF) of ALL documents ■❑ Application Fee: Make checks payable to: "Commissioner of Finance". REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT. Applications must be submitted prior to approval expiration. Check City's website (www.saratoga-springs.org) for meeting dates. I, the undersigned owner, leas--= •y urchaser und= contract for the property, hereby request approval by the Planning Boa . or he a • ,, -n triz. ext-nsion of the Site Plan approval. ;Ai Applicant Signature: Date: 5/19/21 If applicant is not currently the owner, the owner must also sign. Owner Signature: Date: 2021 LAND USE BOARD FEE WORKSHEET OPED Fees Type 2021 Fee Application to Zoning Board of Appeals[1][2] TOTAL #VARIANCE Use Variance $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+$200 eachadd'I variance Interpretations $550+$50/app Post-Work Application Fee Add 50%App fee+$50/app Variance extensions 50%ofAppfee+$50/app Application to Design Review Commission[1] TOTAL #STRUCTURE Demolition I $385 Residential Structures Principal $55 Accessory $55 Extension $35 Modification $55 Multi-Family,Comm,Mixed-Use Structures Sketch $165 Principal $550 Extension $200 Modification $330 Multi-Family,Comm,Mixed-Use Accessory,Signs,Awnings Principal $140 Extension $75 Modification $140 Post-Work Application Fee Add 50%App fee Application to Planning Board[1] TOTAL #STRUCTURE Special Use Permit[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 600 3 $200 Residential-modification $400 Non-residential $660+$130/1000 sf Non-Residential-extension $300 Non-Residential-modification $650 Subdivision-incl.PUD: TOTAL #LOTS Sketch Plan I $330 Preliminary Approval[2] Residential:1-5 lots $660+$50/app Residential:6-10 lots $990+$50/app Residential:11-20 lots $1320+$50/app Residential:21+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-Work Application Fee Add 50%App fee Lot Line Adjustment $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. $600.00 TOTAL DUE [2] Legal ad required;includes City processing and publishing For Administrative Use Total Paid at Intake Revised Fee Balance Due / / Balance Paid Staff approval ,, 't" 1 ,,,, PLANNING BOARD ti A,i - MINUTES (FINAL) s _ ; , r ,,z �R .- THURSDAY, NOVEMBER 1 , 201 $ 6:00 P.M. �� 4oF(, FD) .g ' CITY CENTER MEETING ROOM 2A CALL TO ORDER: Mark Torpey, Chairman called the meeting to order at 6:00 P.M. SALUTE TO THE FLAG: PRESENT: Mark Torpey, Chairman; Clifford Van Wagner: Ruth Horton; Amy Ryan. Alternate; Bob Bristol ABSENT: Jamin Totino, Vice Chairman: Janet Casey; Todd Fabozzi STAFF: Bradley Birge, Administrator, Planning and Economic Development, City of Saratoga Springs ANNOUNCEMENT OF RECORDING OF PROCEEDING: The proceedings of this meeting are being recorded for the benefit of the secretary. Because the minutes are not a verbatim record of the proceedings, the minutes are not a word-for-word transcript of the recording. A. APPROVAL OF MEETING MINUTES: Ruth Horton made a motion to approve the September 6, 2018 Planning Board Meeting Minutes as submitted. Bob Bristol seconded the motion. VOTE: Mark Torpey, Chairman, in favor; Clifford Van Wagner, in favor; Bob Bristol, in favor; Ruth Horton, in favor MOTION PASSES: 4-0 Clifford Van Wagner made a motion to approve the September 20, 2018 Planning Board Meeting Minutes as submitted. Ruth Horton seconded the motion. VOTE: Mark Torpey, Chairman, in favor; Clifford Van Wagner, in favor; Bob Bristol, in favor: Ruth Horton, in favor MOTION PASSES: 4-0 COMMENTS FROM THE CHAIR: Mark Torpey, Chairman provided information to the audience regarding guidelines for public input and comments. UPCOMING PLANNING BOARD MEETINGS/AGENDA WORKSHOPS: Planning Board Caravan, Tuesday, November 13, 2018 at 4:00 P.M. Planning Board Workshop, Tuesday, November 13, 2018 at 5:00 P.M. Planning Board Meeting, Thursday, November 15, 2018 at 6:00 P.M. PRIVILEGE OF THE FLOOR: None heard. B. POSSIBLE CONSENT AGENDA ITEMS: NOTE: The intent of a consent agenda is to identify any application that appear to be"approvable"without need for further evaluation of discussion. If anyone wished to further discuss any proposed consent agenda item, then that item would be pulled from the "consent agenda"and dealt with individually. 1. 15.022.3 GRAND AVENUE SUBDIVISION MODIFICAITON1 506 Grand Avenue, modification to an approved 2-lot subdivision within a Suburban Residential-2 District. Mark Torpey. Chairman stated that this is a modification to the original project and it is now proposing a septic system to be installed on the second lot rather than to obtain an easement for the sanitary sewer. This has proven to be unfeasible, and has been reviewed and approved by the City Engineer. Clifford Van Wagner made a motion to approve the modification to the approved 2-lot subdivision for the installation of a septic system. Bob Bristol seconded the motion, Mark Torpey, Chairman asked if there was any further discussion. None heard. VOTE: Mark Torpey, Chairman, in favor; Clifford Van Wagner, in favor, Bob Bristol, in favor; Ruth Horton. in favor: Amy Ryan,Alternate,in favor; MOTION PASSES: 5-0 C. APPLICATIONS UNDER CONSIDERATION: 1. 18.052 WANG SUBDIVISION,133 Lincoln Avenue, 2-lot Final Subdivision within an Urban Residential-2 District. BACKGROUND: Mark Torpey, Chairman stated what is before the Board this evening is a 2 lot final subdivision. The Board has seen this Project before and provided an Advisory Opinion to the ZBA on the requested areas of relief, as well as a SEQRA Negative Declaration for this project The requested variances have been approved. Two lots have been created with one having access off of Lincoln Avenue and the other lot which currently has a home on it facing Murphy Lane. There are two easements which are required for water and sanitary sewer over the first lot. Applicant: Qiong Wang. Renjie Song Agent: Bill Thompson, Thompson/Fleming Land Surveyors SEQRA: November 30, 2017,the Planning Board assumed Lead Agency for coordinated review and issued a 7-0 Negative Declaration. Mr, Thompson stated they are in receipt of comments from the City Engineer as far as site revisions, City of Saratoga Springs-Planning Board November 1,2018-Page 2 of 9 Mark Torpey, Chairman questioned the sidewalk and curbing. We would like to see them upgraded if there are any issues. Mr. Fleming stated the applicant will be installing a street tree and lighting as part of the subdivision regulations. The sidewalk and curbing are adequate and in good condition. Mark Torpey, Chairman stated there was a discussion among the Board concerning fencing and additional screening along the easterly boundary. The tree which is proposed should be a species which comports with the Urban Forestry Plan. Also,the placement of the garage as presented this evening does fit in with the neighborhood. The easements on either side of the property are noted on the plans for Lot#1 and Lot#2. Mark Torpey, Chairman stated the subdivision requirements would include the planting of a street tree which comports with the Urban Forestry Plan, upgrading any sidewalks which are in need of repair to the satisfaction of the City Engineer, finalizing the easement language to the satisfaction of the City Engineer, the recommendation of the Planning Board for placement of the garage in the rear. PUBLIC HEARING: Mark Torpey, Chairman opened the public hearing at 6:15 P.M Mark Torpey, Chairman asked if anyone in the audience wished to comment on this application. Julie Spenelli, 135 Lincoln Avenue. I have lived in my home for 30 years. Most of the homes in the area have absentee landlords. I have issues with the two homes, they are within a 100 feet of my home. The constant construction has gone on for four years. Now, we will have this again. I am not in favor of this development. The homes proposed are too large, they are two times the size of my current home and the home around me. She voiced concerned about the permeability and too much asphalt. Also. Ms. Spenelli spoke about setbacks. Also, she is concerned about the trees and the possibility of fencing. She also spoke regarding the street light and too much light pollution in this area now. Amy Ryan spoke about the arborist and questioned the possibility of having the site visited and the trees evaluated. Discussion ensued regarding the street light, the location and the possibility of waiving the condition for placement in this location. Mark Torpey, Chairman asked if there was any further comments from the audience. None heard. Mark Torpey, Chairman closed the public hearing at 6:28 P.M. Mark Torpey, Chairman stated the subdivision requirements would include the planting of a street tree which comports with the Urban Forestry Plan, upgrading any sidewalks which are in need of repair to the satisfaction of the City Engineer, finalizing the easement language to the satisfaction of the City Engineer, the recommendation of the Planning Board for placement of the garage in the rear. Also, the Board waives the subdivision requirement for a street light in this subdivision application. Clifford Van Wagner made a motion in the matter of the Wang Subdivision, 133 Lincoln Avenue that the application be approved with the conditions as noted by the Chair. Bob Bristol seconded the motion. Mark Torpey, Chairman asked if there was any further discussion. None heard. VOTE: Mark Torpey, Chairman, in favor; Clifford Van Wagner, in favor: Bob Bristol, in favor; Ruth Horton, in favor; Amy Ryan, Alternate: in favor; MOTION PASSES: 5-0 City of Saratoga Springs—Planning Board November 1,2018-Page 3 of 9 2. 18.051 STARKS MARKET, 62-64 Excelsior Avenue, Permanent Special Use Permit for an eating and drinking, office, retail establishment within a Transect-5 Neighborhood Center District, SEQRA: This appears to be a Type II action and requires no further review. BACKGROUND: The structure was most recently home to Stark's Auto Repair/Mufflers and Auto Value Auto Parts. The retail auto parts will remain, the former auto repair portion to is to be rehabilitated into a market/eating and drinking establishment with a small outdoor patio. This is an adaptive reuse. All the parking needs will be satisfied on the site. Additional on street parking is available as well. Bradley Birge, Administrator, Planning and Economic Development stated this is the first step in a multi-step process. The applicant is before you tonight for a Special Use Permit for a eating and drinking establishment and office. If approved the applicant will re-appear before this Board for Site Plan and onto the DRC for Architectural Review, Applicant: RR Depot LLC Agent: Katelyn Koury, Dave Carr, LA Group; Larry Novik, Bonacio Construction Ms. Koury stated the applicant is seeking a Special Use Permit for this Y2 acre site. A visual presentation of the proposed 6700 square foot site was provided to the Board, noting this was a former auto repair shop. The auto parts portion of the business will remain and footprint will not change. We will be renovating the site of the former repair shop. We are replacing the overhead doors and a fresh coat of paint on the building. Some site work will be completed for parking and to improve the traffic flow. A small patio out front will be created with outdoor seating. Currently there are 13 parking spaces and we will be expanding that to 25 spaces. There are some spaces along the street for five extra cars bringing the total to 30 spaces. The roadway in this location is 40 feet in width, and will accommodate this parking. In this area there is a 10 foot wide asphalt walk way on the side of the street tying into the sidewalks. Regarding deliveries, the larger, bigger trucks will pull up in front of the building early in the morning, smaller box trucks will fit around the back of the building. Mr. Carr spoke regarding the environmental issues on the site. Staff was concerned regarding these issues and we did provide some information in this regard. Phase I and Phase II was completed by CT Male. This was presented to the DEC. There was a spill on the site as well as a hydraulic lift under the slab and other hydraulic lifts on the site. The spill with regard to the DEC is closed, however there is still contaminated soil on the site. We definitely will follow whatever state requirements are necessary for remediation, Mr. Novik stated we really don't know what we are doing in the building. Once we receive Special Use and are able to lock down a tenant we are in a better position to describe at Site Plan Review what is anticipated. We have dealt with environmental issues before with the LA Group. We contracted with CT Male and of course the DEC is the overriding regulatory agency. We will work with the City to assume compliance with the DEC. Amy Ryan spoke with the applicant regarding the possibility of air quality samples. Ms. Koury spoke regarding the accessible parking spaces and the location in proximity to the outdoor dining area. This will be reviewed at Site Plan review. Ms. Koury stated they are not proposing any outdoor entertainment. The hours of operation for the proposed tenant are 7am— 10 pm. The hours of 7am—3 pm they are proposing no table service so this will be a less intensive use. The market will be open 7 days a week. Mark Torpey, Chairman questioned the hours of operation. City of Saratoga Springs-Planning Board November 1.2018-Page 4 of 9 Mark Torpey, Chairman spoke regarding the need for delineation of parking spaces. Mr. Novik stated it is our practice to maximize the effectiveness of the parking. Overlapping parking is very important to us. Bradley Birge, Administrator, Planning and Economic Development spoke regarding the Board looking at the parking in terms of impact. PUBLIC HEARING: Mark Torpey, Chairman opened the public hearing at 6:54 P.M. Mark Torpey, Chairman asked if anyone in the audience wished to comment on this application. Susan Cooley, I live at 17 Martin Avenue, which is up the hill from this site. I do have some concerns about the trees for a barrier and buffering. Lighting is a concern as well. Mark Torpey, Chairman asked if anyone in the audience wished to comment on this application. None heard. Mark Torpey, Chairman closed the public hearing at 7:00 P.M. Mark Torpey. Chairman spoke regarding the Special Use Permit, The first item will be the applicant will address any environmental issues with the DEC to be remediated to their regulatory approval. The uses are office, retail and eating and drinking as well as the outdoor eating area. Hours of operation will be 7AM-10PM, 7 days a week. No outdoor entertainment. Bradley Birge, Administrator, Planning and Economic Development spoke regarding the reference to the hours of operation. This project is in a T-5 zone and there are other businesses in this area which do not have the restrictions on the hours of operation and the Board would not want to be inconsistent. If you feel the need due to the uniqueness of the operation to set hours of operation than that is something the Board can implement. Clifford Van Wagner spoke regarding hours of operation and the lack of a formal tenant, the hours of operation could be implemented during Site Plan once a tenant is secured. This is a T-5 zone and this is a commercial and residential zone with a variety of uses. Clifford Van Wagner made a motion in the matter of the Starks Market, 62-64 Excelsior Avenue for a Special Use Permit that the application be approved with the following condition-that the applicant will address any environmental issues with the DEC to be remediated to their regulatory approval. Bob Bristol seconded the motion. Mark Torpey, Chairman asked if there was any further discussion. None heard. VOTE: Mark Torpey, Chairman, in favor; Clifford Van Wagner, in favor; Bob Bristol, in favor; Ruth Horton, in favor; Amy Ryan, Alternate, in favor MOTION PASSES: 5-0 3. 18.045 OLD SCHUYLERVILLE ROAD SUBDIVISION, 104 Old Schuylerville Road Subdivision. 104 Old Schuylerville Road, Sketch Plan Review for a 3-lot Conservation Subdivision within the Rural Residential District City of Saratoga Springs—Planning Board November 1,2018-Page 5 of 9 Mark Torpey, Chairman stated this is a large piece of property with significant wetlands. The Board is being requested to provide some input and comments back to the applicant to improve the design of what is being proposed. SEQRA: None at this time. BACKGROUND: Applicant owns 55+acres lot east of Bog Meadow Brook between Old Schuylerville Road and NYS Route 29. Farmhouse access is from Old Schuylerville Road and will remain so. Applicant wishes to create 2 additional lots with 1 shared driveway from NYS Route 29. Applicant: Katherine Macica Agent: Dave Carr, LA Group Mr. Carr stated he is here this evening with the applicant and her daughters. They have owned this property for over 100 years. Mr. Carr provided a visual of the 55+acre property noting the placement of the acreage with residential homes surrounding the site as well as a portion bordering on Route 29. The parcel includes a single family home, some barns and fields and the remainder of the land is wooded with 60%of the lands being wetlands. Due to the fact that we are in a Rural Residential zone, we are required to go through the conservation subdivision process. We will be requesting a waiver of that process. We did go through the conservation subdivision calculation and minus the constrained lands and steep slopes and by that calculation this project will support 12 lots, We have had several conversations with the family and in Mr. Carr's opinion this land does not support 12 lots with the geography of the wetlands and how it is laid out. The family would really like to maintain the farm and sell that as one large piece and then two additional lots off of Route 29 with a common driveway. These would be approximately 10 acres each. These wetlands have been flagged and mapped by a wetland biologist and surveyor. We also had the opportunity to get DEC out in the field. That is what we are proposing. Lot#2 and Lot#3 will share the common driveway. There are some restrictions with a shared driveway. The pavement is usually a little wider than the 150 feet with a turnaround at the end for emergency apparatus. The City has its own language which could be used as an easement between the two property owners. It is being used more and more. The reason why we are requesting a waiver of subdivision is because I have had a lot of experience with these and it hasn't been good. The way the City's code is written to have a conservation subdivision the land that is to be held in conservation easement which in an RR-1 zone is at least 50%of the buildable land and it makes sense to put as much of the constrained land as possible and can be owned by individual lot owners. However, there has to be a regulatory layer over the conservation easement which must be held by a third party, nonprofit, which is very difficult to find. I reviewed the City's Open Space Plan and there is no significance attached to this piece of property. This is a sketch plan, there is no vote. The applicant's are looking to see if this was something which could be approved in the future. Mark Torpey, Chairman spoke with Bradley Birge and when they reviewed the Conservation Subdivision requirements one of four conditions must be satisfied. Bradley Birge, Administrator, Planning and Economic Development stated the broader picture is to conserve sensitive lands. These sensitive lands can be conserved for several reasons they can be active conservation areas, like trails, vistas, view sheds these sorts of things. They can preserve sensitive historical archeological resources or simply to protect habitat or watershed protection. Each of those have different layers of public access or no public access, as well as the oversight, The perpetual conservation easement language is in there in order to provide a mechanism so that should there be a violation in the future, there is mechanism for oversight and monitoring and curing of any violations. This can be done in several ways. One of these is to create a third parcel which contains all of those constrained lands. The question is who owns that parcel, who manages that parcel. The City has done that in the past,to see that it is appropriately conserved, and appropriately deed restricted. Crty 0 Saratoga Springs—Planning Board November 1.2018-Page 6 of 9 Discussion ensued concerning the management of the conservation subdivision. Mark Torpey, Chairman stated he is pretty comfortable with what we are seeing in this application. Bradley Birge, Administrator, Planning and Economic Development stated in order for the Board to wave the conservations subdivision the applicant must satisfy four requirements Mr. Carr stated we would then go follow the same process but the parcels would have deed restrictions on them for those areas, Bradley Birge, Administrator, Planning and Economic Development stated this would still be identified as a conservation subdivision. You are establishing conservation areas. You have completed the conservation analysis; you have identified the constrained areas, and the developable lands. You have identified where the 50% of the land is going to be conserved. You have progressed with the intent of a conservation analysis. Clifford Van Wagner stated this make sense and looks to be a very responsible way. The applicants are looking for a 3- lot subdivision when in fact the subdivision could be much larger. Amy Ryan spoke regarding the construction of the driveway and using eco friendly materials. Mr. Carr stated this is a driveway and does not have to follow roadway standards, Emergency apparatus must have access. We would follow the terrain of the site and remove as few trees as possible. Patty Smaldone, daughter of Kitty Macica stated her father was born and raised on this property. We have tried to sell the property and now are working with Dave Carr and the LA Group. This land has no historical quality. Mark Torpey, Chairman stated the Board is very comfortable which was presented this evening. 7:30 P M. The Board recessed. 7:38 P.M. The Board reconvened. 4. 17.061 $10.062 STATION LANE APARTMENTS ASKEW), Station Lane, SEQRA evaluation (Special Use and Site Plan) for 27 multi-family residential units within the Transect-5 Neighborhood Center District. Mark Torpey, Chairman stated what is before the Board this evening is SEQRA evaluation. This is now a 27 unit multi-family project, this has come down in size since their last appearance before the Board. The project consists of two-3 story 12 unit buildings and three two-story row house structures containing a total of 27 residential units. The Planning Board has sought Lead Agency Status on October 12, 2017 and the DRC and ZBA have deferred Lead Agency Status to the Planning Board. We did have some issues which were discussed at the workshop regarding civic space and extending the sidewalks throughout the entire property and also some concerns regarding the individual driveway cuts to the townhouses and the impact on pedestrian connectivity. SEQRA: Action appears to be Unlisted. Bradley Birge,Administrator, Planning and Economic Development stated this project is listed as an unlisted action. As discussed with 3 other active applications before the Board within Station LaneiWashingtonlWest,the Board is ensuring stormwater,utilities, and traffic are considered comprehensively among 4 active projects in the area. Board sought Lead Agency Status on October 12, 2017. DRC and ZBA have deferred Lead Agency Status. The applicant has provided Part I of the Long EAF. City 0 Saratoga Springs-Planning Board November 1,2018.Page 709 Applicant: Richard Askew Agent: Scott Lansing, Lansing Engineering, Mike Toohey, Attorney; Wendy Holtzberger,VHP Engineering Mr. Lansing stated the Board is familiar with this project. The applicant has appeared before the Board previously. Our primary goal this evening is obtain a SEQRA determination so that the applicant can proceed to the ZBA for a variance which is required for the project. We will review the site plan this evening. We will return before this Board if we are successful at the ZBA. Mr. Lansing provided a visual of the 8,42 acres site. The parcel is vacant at this time and is located in the T-5 district. There are wetlands on the parcel. DEC wetlands have been delineated as well as the 100 foot buffer. We do have a permit from the DEC for the buffer impacts. The project is in accordance with the T-5 zone. This is now a 27 unit multi-family project consisting of two-3 story 12 unit buildings and three two-story row house structures containing a total of 27 residential units, Mr. Lansing reviewed all building and elevations. Parking to the rear of the units. 1.5 spaces for each unit, 44 parking spaces to be provided as well as street parking on Station Lane. One dumpster pad will be provided. Streetscape elements to be provided street trees and sidewalks. There will be all around access to the building. Civic space will be connected by pedestrian walkways. Recreation fees will be provided. A variance will be required for frontage build out. If the Board deems this appropriate we will proceed to the ZBA. Consideration of extending the sidewalks and curbs down to West Avenue was brought up at the workshop. In reviewing this we do have the DEC buffer and wetlands. We are looking at this area but we do need to stay out of the buffer area. With this in mind we do have a midblock crosswalk proposed. Civic space also was a concern at the workshop. The applicant is working on that and we will present this at site plan. Row houses and driveways were also a concern. Mr. Lansing provided a view of the circulation in this area. Very limited trips to impact on Station Lane. Wendy Holtzberger will review the traffic study information. The City Engineer did bring up concerns regarding the sanitary sewer and stormwater management practices. Mr. Wales did have an opportunity to review the Bergman sanitary sewer report as well as the LA Groups report and did speak to the impact on the pump station in this area and perhaps the addition of a generator to be considered and improvements to the pump station to accommodate the increased use. Ms. Holtzberger, VHB provided information regarding the traffic study and the impact of this project. This project with 27 units will add 12 additional trips in the AM peak hours and 15 trips in the PM peak hour. That is substantially less than DOT thresholds and is not a significant volume to create an impact. West Avenue and Station Lane Intersection were operating at Level D or better. The visibility is good. Mark Torpey, Chairman questioned extending the sidewalk to the end of the property despite the wetlands, Bradley Birge, Administrator, Planning and Economic Development stated obviously we wish to create linkages with the sidewalk for pedestrian accessibility to try to mitigate some of the traffic increases which will occur. Station Lane is within the buffer. It does appear that the sidewalk can be extended in this area without impacting the wetland buffer itself. Discussion ensued regarding providing sidewalks to the end of the site. Amy Ryan stated continuity is key in this area. This is the gateway to the City via train. Mark Torpey, Chairman stated this can be discussed further at site plan. Perhaps including the City Engineer in the conversation would be helpful to see if the pedestrian connectivity can be accomplished. What is proposed for the civic space? Mr. Lansing spoke regarding the civic space is not completely developed at this time. Mr. Toohey stated public art and history information regarding the City and the rail station would be a perfect tie in. Mark Torpey, Chairman stated Tim Wales. City Engineer did voice some concerns regarding the stormwater management and the challenges it could present in this area. City of Saratoga Springs—Planning Board November 1.2018-Page 8 of 9 Mr. Lansing stated they would have to prepare a full SWWPP for this area and it is required Mark Torpey, Chairman asked if there were any further questions or comments from the Board. None Heard. Mark Torpey, Chairman reviewed and provided some of the specifics of the projects proposed in this area. This is part of a larger analysis in the area for the Boards information. • Clifford Van Wagner made a motion in the matter of the Station Lane Apartments, Station Lane. that the Planning Board accepts Lead Agency Status for SEQRA. Amy Ryan seconded the motion. VOTE: Mark Torpey, Chairman, in favor; Clifford Van Wagner, in favor; Bob Bristol, in favor; Ruth Horton, in favor; Amy Ryan, Alternate, in favor; MOTION PASSES: 5-0 The Board reviewed the SEQRA Full Environmental Assessment Form Part I submitted by the applicant. It is complete and accepted by the Board. The Board reviewed the SEQRA Full Environmental Assessment Form Part II, SEQR DECISION: Clifford Van Wagner stated that based upon the information provided by the applicant in Part I of the SEQR Short Environmental Assessment Form. and analysis of the information provided and presented in Part II of the SEQR Short Environmental Assessment Form, P make a motion for a SEQR negative declaration since the project will not result in any large and important impacts and, therefore, is one that will not have a significant adverse impact on the environment. Ruth Horton seconded the motion. VOTE: Mark Torpey, Chairman, in favor; Clifford Van Wagner, in favor; Bob Bristol, in favor; Ruth Horton, in favor; Amy Ryan, Alternate, in favor; - MOTION PASSES: 5-0 MOTION TO ADJOURN: There being no further business to discuss Mark Torpey, Chairman adjourned the meeting at 8:40 P.M. Respectfully submitted, Diane M. Buzanowski Recording Secretary APPROVED 12-6-18 City of Saratoga Springs—Planning Board November 1,208-Page 9 0 9 Douglas E. Flynn From: Al Flick <al.flick@saratoga-springs.org> Sent: Thursday,January 23, 2020 2:35 PM To: Douglas E. Flynn Cc: Michael Veitch; Susan Barden; Kari Donohue; Bradley D. Grant Subject: Re: Station Lane Apartments-second review Attachments: image001 jpg; image002jpg; image003.png; image004.png; image005.png Hello Doug- The water utility revisions noted below are acceptable and approved. On behalf of the City Engineers Office, I have no outstanding questions or concerns that remain to be addressed.. Thanks very much. Al From: "def' <def@lansingengineering.com> To: "Al Flick" <al.flick@saratoga-springs.org> Sent: Wednesday, January 22, 2020 3:43:56 PM Subject: RE: Station Lane Apartments-second review Al, I have revised the detail to match sheet UG-1 for a 6" service and have specified a ss tapping sleeve by TPS. Let me know if you are good with these revisions. Thanks, -Douglas E. Flynn, Jr. Project Engineer LANSINI13 ENGINEERING 2452 State Route 9, Suite 301 Malta, NY 12020 Phone: (518)899-5243 ext 107 Facsimile: (518)899-5245 Email: def@lansingengineerinq.com DISCLAIMER:This electronic mail transmission, including any attached files and subsequent replies, is intended only for the exclusive use of the individual or entity to which it is addressed and may contain information that is proprietary, privileged,confidential and/or exempt from disclosure under applicable law. If you are not the intended recipient,you are hereby notified that any viewing,copying,disclosure,distribution or taking of any action in reliance of this communication is strictly prohibited. If you have received this transmission in error,please notify the sender immediately by either telephone or e-mail,and delete the original and any copies there of.Thank you for your cooperation. From:Al Flick<al.flick@saratoga-springs.org> Sent:Tuesday,January 14, 2020 10:35 AM To: Douglas E. Flynn <def@lansingengineering.com> 1 Cc: michael veitch <michael.veitch@saratoga-springs.org>; Susan Barden <susan.barden@saratoga-springs.org>; Kari Donohue <kari.donohue@saratoga-springs.org>; Bradley D. Grant<bgrant@bartonandloguidice.com> Subject: Re: Station Lane Apartments-second review Hi Doug- In response to your voicemail and inquiry from Friday, January 10, I have reviewed the revised plan set and comment response letter, both dated December 10, 2019. The only remaining question I have concerns the proposed water service connection from each building to the City water main. Sheet UG-1 calls out a 6" service connection using a cut-in tee while the corresponding detail on Sheet DT-3 calls out a 4" service connection using a s.s. tapping sleeve. Please coordinate this information accordingly. If proposing a tapping sleeve, City typically recommends s.s.tapping sleeves manufactured by Total Piping Solutions (TPS). I also spoke briefly with Susan Barden in our Planning Office. She may have a few remaining questions (i.e. civic space, handicap parking) to be aware of before moving forward. As always, feel free to contact me as needed. Thank you. Al From: "Kari Donohue" <kari.donohue@saratoga-springs.orq> To: "Al Flick" <al.flick@saratoga-springs.org> Cc: "michael veitch" <michael.veitch@saratoga-springs.orq> Sent: Thursday, December 12, 2019 12:41:11 PM Subject: Fwd: Station Lane Apartments-second review Al, Received updated plans. They are in folder on my desk. Thanks, Kari Donohue Administrative Assistant - Engineering City of Saratoga Springs 474 Broadway Saratoga Springs, NY 12866 518-587-3550, ext. 2623 From: "Kari Donohue" <kari.donohue@saratoga-springs.org> To: "def' <def@lansingengineerinq.com> Cc: "michael veitch" <michael.veitch@saratoga-springs.org>, "rondackl" <rondackl @gmail.com>, "Al Flick" <al.flick@saratoga-springs.orcp, "Jennifer Merriman" <iennifer.merriman@saratoga- springs.org>, "Susan Barden" <susan.barden@saratoga-springs.org> Sent: Thursday, December 12, 2019 11:42:00 AM Subject: Re: Station Lane Apartments-second review 2 Hi Doug, Received the Check for Additional Escrow, along with updated site plans. Could you please confirm copies of the updated site plans were sent to B&L. Also, could you please have Mr. Askew sign attached Escrow Agreement and email back to me? Thanks! Kari Donohue Administrative Assistant - Engineering City of Saratoga Springs 474 Broadway Saratoga Springs, NY 12866 518-587-3550, ext. 2623 From: "Kari Donohue" <kari.donohue@saratoga-springs.orq> To: "def' <def@lansingengineering.com> Cc: "michael veitch" <michael.veitch@saratoga-springs.orq> Sent: Thursday, November 21, 2019 11:25:48 AM Subject: Re: Station Lane Apartments-second review Good Morning, Attached is Escrow Agreement for Replenishment and Second Review Comment letter. Please have applicant sign and return with payment, so the remaining review can be completed. Thanks, Kari Donohue Administrative Assistant - Engineering City of Saratoga Springs 474 Broadway Saratoga Springs, NY 12866 518-587-3550, ext. 2623 From: "Kari Donohue" <kari.donohue@saratoga-springs.org> To: "def' <def@lansingengineerinq.com> Cc: "michael veitch" <michael.veitch@saratoga-springs.org> Sent: Wednesday, November 20, 2019 8:46:25 AM Subject: Re: Station Lane Apartments-second review Good Morning, We actually received the below email from our Designated Engineer: Michael: Due to the significance of items remaining reviewed in the second submission and still having items of significance remaining for a third review not anticipated in our proposal we request an additional $2,400 be submitted to the escrow account from the project applicant to enable a final review that includes items yet to be submitted. 3 Thanks, Bradley D. Grant Senior Project Manager Barton & Loguidice, D.P.C. Engineers, Environmental Scientists, Planners, Landscape Architects 10 Airline Drive • Suite 200 • Albany, NY 12205 • Phone: (518)218-1801 fax 218-1805 www.bartonandloguidice.com "The only place success comes before work is in the dictionary" — Vince Lombardi I will send over an Escrow Agreement that will need to be signed and returned with payment. Please let me know if you have any questions. Thanks, Kari Donohue Administrative Assistant - Engineering City of Saratoga Springs 474 Broadway Saratoga Springs, NY 12866 518-587-3550, ext. 2623 From: "def" <def@lansingengineering.com> To: "Kari Donohue" <kari.donohue@saratoga-springs.org> Sent: Tuesday, November 19, 2019 3:02:43 PM Subject: RE: Station Lane Apartments-second review Kari, Looking for an update on the comment letter for the Askew Station Lane Project that was discussed in early October per the email chain below. Let me know where this stands so we can complete the revisions and address the comment letter Brad was putting together. Thanks, -Douglas E. Flynn, Jr. Project Engineer LANSING rA L I Irl E E I k1 G 2452 State Route 9, Suite 301 Malta, NY 12020 Phone: (518)899-5243 ext 107 Facsimile: (518)899-5245 Email: def©lansingengineerinq.com DISCLAIMER:This electronic mail transmission, including any attached files and subsequent replies, is intended only for the exclusive use of the individual or entity to which it is addressed and may contain information that is proprietary, privileged,confidential and/or exempt from disclosure under applicable law. If you are not the intended recipient,you are hereby notified that any viewing,copying,disclosure,distribution or taking of any action in 4 reliance of this communication is strictly prohibited. If you have received this transmission in error,please notify the sender immediately by either telephone or e-mail,and delete the original and any copies there of.Thank you for your cooperation. From: Kari Donohue<kari.donohue@saratoga-springs.org> Sent: Friday, October 4, 2019 10:13 AM To: Bradley D. Grant<bgrant@bartonandloguidice.com> Cc:Al Flick<al.flick@saratoga-springs.org>; michael veitch <michael.veitch@saratoga-springs.org>;Jennifer Merriman <jennifer.merriman@saratoga-springs.org>; Douglas E. Flynn <def@lansingengineering.com>;Yates Scott Lansing <ysl@lansingengineering.com>; Susan Barden<susan.barden@saratoga-springs.org> Subject: Re: Station Lane Apartments-second review Brad, Could you please send a formal comment letter? The City would like all comments to be addressed formally on letter head. Thanks, Kari Donohue Administrative Assistant - Engineering City of Saratoga Springs 474 Broadway Saratoga Springs, NY 12866 518-587-3550, ext. 2623 From: "ysl" <ysl@lansingengineering.com> To: "Bradley D. Grant" <bgrant@bartonandloguidice.com>, "Kari Donohue" <kari.donohue@saratoga-springs.orq> Cc: "Al Flick" <al.flick@saratoga-springs.org>, "michael veitch" <michael.veitch@saratoga- springs.org>, "Jennifer Merriman" <iennifer.merriman@saratoga-springs.org>, "def' <def@lansingengineering.com> Sent: Thursday, October 3, 2019 3:30:56 PM Subject: RE: Station Lane Apartments-second review Brad and Kari- Good afternoon and I hope all is well. We typically respond to formal comments however we will do whatever the City would us to do in regards to the discussion items and comments outlined in the B&L internal email from Ryan Weitz to Bradley Grant that were shared today. Please let us know so we can respond and advance without delay. Please contact me if you have any questions or require any additional information.Thank you. -Yates Scott Lansing, PE, CPESC, CPSWQ CERi NG 2452 State Route 9, Suite 301 Malta, NY 12020 Phone: (518)899-5243 ext 104 Facsimile: (518)899-5245 Email: ysl@lansingengineerinq.com 5 From: Bradley D. Grant<bgrant@bartonandloguidice.com> Sent:Thursday, October 3, 2019 3:06 PM To: Kari Donohue<kari.donohue@saratoga-springs.org> Cc:Al Flick<al.flick@saratoga-springs.org>; michael veitch <michael.veitch@saratoga-springs.org>;Jennifer Merriman <jennifer.merriman@saratoga-springs.org>;Yates Scott Lansing<ysl@lansingengineering.com>; Douglas E. Flynn <def@lansingengineering.com> Subject: Station Lane Apartments-second review I have preliminary comments I need input from Lansing on. See attached e-mail. I can incorporate into a letter now but believe we should get e-mail responses back first. Thanks, Bradley D. Grant Senior Project Manager Barton &Loguidice, D.P.C. Engineers,Environmental Scientists,Planners,Landscape Architects 10 Airline Drive •Suite 200 •Albany, NY 12205 • Phone: (518)218-1801 fax 218-1805 www.bartonandloguidice.com APlease consider the environment before printing this e-mail. Connect wIi^th,,uJs! Mal From: Kari Donohue [mailto:kari.donohue@saratoga-springs.org] Sent:Thursday, October 3, 2019 2:35 PM To: Bradley D. Grant<bgrant@bartonandloguidice.com> Cc:Al Flick<al.flick@saratoga-springs.org>; michael veitch <michael.veitch@saratoga-springs.org>;Jennifer Merriman <jennifer.merriman@saratoga-springs.org>;ysl <ysl@lansingengineering.com>; def<def@lansingengineering.com> Subject: Re: Station Lane Apartments-second review Hi Bradley, Following up on comments for above project. Please advise when we will receive. Thanks, Kari Donohue Administrative Assistant - Engineering City of Saratoga Springs 474 Broadway Saratoga Springs, NY 12866 518-587-3550, ext. 2623 From: "Bradley D. Grant" <bgrant@bartonandloguidice.com> To: "Kari Donohue" <kari.donohue@saratoga-springs.org> Cc: "Al Flick" <al.flick@saratoga-sprinds.ord>, "michael veitch" <michael.veitch@saratoga-sprinds.ord>, "Jennifer Merriman" <jennifer.merriman@saratoga-springs.org>, "ysl" <ysl@lansingengineering.com>, "def' <def@lansingengineering.com> 6 Sent: Tuesday, August 20, 2019 4:41:12 PM Subject: Station Lane Apartments-second review Yes. Bradley D. Grant Senior Project Manager Barton &Loguidice, D.P.C. Engineers,Environmental Scientists,Planners,Landscape Architects 10 Airline Drive •Suite 200 •Albany, NY 12205 • Phone: (518)218-1801 fax 218-1805 www.bartonandloguidice.com APlease consider the environment before printing this e-mail. Connect with us! imma From: Kari Donohue [mailto:kari.donohue@saratoga-springs.org] Sent:Tuesday, August 20, 2019 4:38 PM To: Bradley D. Grant<bgrant@bartonandloguidice.com> Cc:Al Flick<al.flick@saratoga-springs.org>; michael veitch <michael.veitch@saratoga-springs.org>;Jennifer Merriman <iennifer.merriman@saratoga-springs.org>;ysl@lansingengineering.com; def@lansingengineering.com Subject: Re: letter proposal for CDE review project-Station Lane Apartments Hi Bradley, We received updated SWPPP and Plans for Station Lane. I will be mailing out today. Could you please have comments back to City Engineer Tech(Al Flick) and Design Engineer(Lansing Engineering) by 9/6/19. Thanks, Kari Donohue Administrative Assistant - Engineering City of Saratoga Springs 474 Broadway Saratoga Springs, NY 12866 518-587-3550, ext. 2623 From: "Kari Donohue" <kari.donohue@saratocia-springs.orq> To: "Bradley D. Grant" <bgrant@bartonandloguidice.com> Cc: "Al Flick" <al.flick@saratoga-springs.org>, "michael veitch" <michael.veitch@saratoga-springs.org> Sent: Tuesday, June 4, 2019 4:08:07 PM Subject: Re: letter proposal for CDE review project-Station Lane Apartments Bradley, Attached is PO#190504 for Station Lane Apartments. I will send submitted documents in the mail to go out tomorrow. Please let us know the date you will have comments. Thanks, Kari Donohue Administrative Assistant - Engineering City of Saratoga Springs 474 Broadway Saratoga Springs, NY 12866 518-587-3550, ext. 2623 From: "Bradley D. Grant" <bgrant@bartonandloguidice.com> To: "Kari Donohue" <kari.donohue@saratoga-springs.org> Sent: Monday, June 3, 2019 1:42:20 PM Subject: RE: letter proposal for CDE review project-Station Lane Apartments Thanks Kari. Has escrow been submitted? I'll hold off on review until I hear back from you on PO#. Bradley D. Grant Project Manager Barton &Loguidice, D.P.C. Engineers,Environmental Scientists,Planners,Landscape Architects 10 Airline Drive •Suite 200 •Albany, NY 12205 • Phone: (518)218-1801 fax 218-1805 www.bartonandloguidice.com APlease consider the environment before printing this e-mail. Connect with us! MIMIC4 From: Kari Donohue [mailto:kari.donohue@saratoga-springs.org] Sent: Monday,June 3, 2019 1:29 PM To: Bradley D. Grant<bgrant@bartonandloguidice.com> Subject: Re: letter proposal for CDE review project-Station Lane Apartments Good Afternoon Bradley, Attached is Task Order. Please do not start Review until Purchase Order is issued. Thanks, Kari Donohue Administrative Assistant - Engineering City of Saratoga Springs 474 Broadway Saratoga Springs, NY 12866 518-587-3550, ext. 2623 From: "Bradley D. Grant" <bdrant@bartonandloduidice.com> To: "Kari Donohue" <kari.donohue@saratoga-springs.org> Sent: Wednesday, May 29, 2019 8:55:16 AM Subject: letter proposal for CDE review project-Station Lane Apartments 8 Hi Kari: Let me know when escrow has been deposited and you have a PO#so I can begin our review. Thanks, Please see attached. Thanks, Bradley D. Grant Project Manager Barton &Loguidice, D.P.C. Engineers,Environmental Scientists,Planners,Landscape Architects 10 Airline Drive •Suite 200 •Albany, NY 12205 • Phone: (518)218-1801 fax 218-1805 www.bartonandloguidice.com APlease consider the environment before printing this e-mail. Connect with us! MirIlia From:Tammy M. Savino Sent:Thursday, May 23, 2019 2:26 PM To: Bradley D. Grant<bgrant@bartonandloguidice.com> Subject: P710.1211_Donohue Task Order_052319 (ID 1759132) (ID 1759525) The information in this message is confidential and is intended for the identified recipient(s). If you are not an intended recipient, please delete the message and notify the sender immediately. Any unauthorized use, disclosure or copying of this message is strictly forbidden and may be subject to legal action. Confidentiality/Privilege Notice: This e-mail communication and any files transmitted with it contain privileged and confidential information from the City of Saratoga Springs and are intended solely for the use of the individual(s) or entity to which it has been addressed. If you are not the intended recipient,you are hereby notified that any disclosure, copying, distribution, or taking any other action with respect to the contents of this message is strictly prohibited. If you have received this e-mail in error,please delete it and notify the sender by return e-mail. Thank you for your cooperation. The information in this message is confidential and is intended for the identified recipient(s). If you are not an intended recipient, please delete the message and notify the sender immediately. Any unauthorized use, disclosure or copying of this message is strictly forbidden and may be subject to legal action. 9 Confidentiality/Privilege Notice: This e-mail communication and any files transmitted with it contain privileged and confidential information from the City of Saratoga Springs and are intended solely for the use of the individual(s) or entity to which it has been addressed. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or taking any other action with respect to the contents of this message is strictly prohibited. If you have received this e-mail in error,please delete it and notify the sender by return e-mail. Thank you for your cooperation. The information in this message is confidential and is intended for the identified recipient(s). If you are not an intended recipient, please delete the message and notify the sender immediately. Any unauthorized use, disclosure or copying of this message is strictly forbidden and may be subject to legal action. Confidentiality/Privilege Notice: This e-mail communication and any files transmitted with it contain privileged and confidential information from the City of Saratoga Springs and are intended solely for the use of the individual(s) or entity to which it has been addressed. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or taking any other action with respect to the contents of this message is strictly prohibited. If you have received this e-mail in error,please delete it and notify the sender by return e-mail. Thank you for your cooperation. The information in this message is confidential and is intended for the identified recipient(s). If you are not an intended recipient, please delete the message and notify the sender immediately. Any unauthorized use, disclosure or copying of this message is strictly forbidden and may be subject to legal action. Confidentiality/Privilege Notice:This e-mail communication and any files transmitted with it contain privileged and confidential information from the City of Saratoga Springs and are intended solely for the use of the individual(s) or entity to which it has been addressed. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or taking any other action with respect to the contents of this message is strictly prohibited. If you have received this e-mail in error, please delete it and notify the sender by return e-mail.Thank you for your cooperation. Confidentiality/Privilege Notice: This e-mail communication and any files transmitted with it contain privileged and confidential information from the City of Saratoga Springs and are intended solely for the use of the individual(s) or entity to which it has been addressed. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or taking any other action with respect to the contents of this message is strictly prohibited. If you have received this e-mail in error, please delete it and notify the sender by return e-mail. Thank you for your cooperation. Albert Flick Sr. Engineering Technician City of Saratoga Springs (518) 587-3550 ext. 2573 io Confidentiality/Privilege Notice:This e-mail communication and any files transmitted with it contain privileged and confidential information from the City of Saratoga Springs and are intended solely for the use of the individual(s) or entity to which it has been addressed. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or taking any other action with respect to the contents of this message is strictly prohibited. If you have received this e-mail in error, please delete it and notify the sender by return e-mail.Thank you for your cooperation. Albert Flick Sr. Engineering Technician City of Saratoga Springs (518) 587-3550 ext. 2573 Confidentiality/Privilege Notice:This e-mail communication and any files transmitted with it contain privileged and confidential information from the City of Saratoga Springs and are intended solely for the use of the individual(s) or entity to which it has been addressed. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or taking any other action with respect to the contents of this message is strictly prohibited. If you have received this e-mail in error, please delete it and notify the sender by return e-mail. Thank you for your cooperation. 11 STATION LANE APARTMENTS CITY OF SARATOGA SPRINGS * SARATOGA COUNTY * NEW YORK GENERAL CONSTRUCTION NOTES 1. ALL TRAFFIC SIGNAGE FOR THE PROPOSED DEVELOPMENT SHALL CONFORM TO THE NEW YORK STATE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR URBAN SHEET LIST TABLE EROSION AND SEDIMENT CONTROL. 3. ALL DISTURBED AREAS TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH TO ESTABLISH A PERMANENT STAND OF GRASS. SHEET NUMBER SHEET DESIGNATION SHEET DESCRIPTION 4. SIZE AND LOCATION OF UNDERGROUND UTILITIES ARE SUBJECT TO VERIFICATION BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. ,vAAd 1 COV-1 COVER SHEET ,SRlafl'KiuL.O A4,lYMfnAff 4jfilisor',d .Mwu:'an+ 2 EC-1 EXISTING CONDITIONS SURVEY 5. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY DIG SAFE N.Y. (1-800-962-7962) FOR VERIFICATION OF THE LOCATION OF UNDERGROUND s?":-4'.'4 3 ED-1 EXISTING CONDITIONS St DEMOLITION PLAN UTILITIES AT LEAST 72 HOURS PRIOR TO THE START OF EXCAVATION. r, oo,r 4 LM-1 LAYOUT St MATERIALS PLAN 6. ALL KNOWN UTILITIES THAT EXIST ON OR ADJACENT TO THE PROJECT SITE HAVE BEEN SHOWN ON THE PLANS. 5 UG-1 UTILITIES & GRADING PLAN �r.'w 6 SG-1 SPOT GRADING PLAN 7. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PRESERVE EXISTING UTILITIES. a 7 ESC-1 EROSION & SEDIMENT CONTROL PLAN 8. ALL UTILITIES DAMAGED OR DISTURBED BY THE WORK OF THIS CONTRACT SHALL BE REPLACED IN KIND BY THE CONTRACTOR. 8 LS-1 LANDSCAPING PLAN SI TE LOCAT1 DN 91LT-1 LIGHTING PLAN 9. CONTRACTOR SHALL OBTAIN THE REQUIRED PERMITS FOR WORK WITHIN PUBLIC RIGHTS-OF-WAY AS REQUIRED BY THE MUNICIPALITY AND ALL PERMITS REQUIRED 0 DT-1 EROSION & SEDIMENT CONTROL DETAILS FOR UTILITY WORK ON-SITE FROM THE CITY. 1 11 DT-2 STORM SEWER DETAILS 10. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK ON-SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. Nrs< 12 DT-3 SANITARY SEWER Se WATER SYSTEM DETAILS 13 DT-4 MISCELLANEOUS SITE DETAILS (1 OF 3) 11. THERE SHALL BE NO CHANGES ON THESE PLANS IN ADVANCE OF, OR DURING CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DESIGN ENGINEER, THE OWNER 14 DT-5 MISCELLANEOUS SITE DETAILS (2 OF 3) AND THE MUNICIPALITY. Sttccoo 5'ea ado'1 N 15 DT-6 MISCELLANEOUS SITE DETAILS (3 OF 3) 12. ALL CONSTRUCTION SHALL CONFORM TO GENERALLY ACCEPTED CONSTRUCTION STANDARDS OR AS ORDERED BY ENGINEER. 16 DT-7 STORMWATER MANAGEMENT BASIN DETAILS (1 OF 2) `�>,, ' s-actialloma+ 17 DT-8 STORMWATER MANAGEMENT BASIN DETAILS (2 OF 2) 13. THE CONTRACTOR SHALL COMPLY WITH CONSTRUCTION INSPECTION REQUIREMENTS OF ALL AGENCIES, AND PHASE WORK ACCORDINGLY. 18 DT-9 STORMWATER MANAGEMENT CONSERVATION AREA DETAILS ,',d„ , 19 VP-1 VEHICULAR ACCESS PLAN 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. � c,,,lhu 15. FIELD ADJUSTMENT MUST BE REVIEWED BY A REPRESENTATIVE OF LANSING ENGINEERING PRIOR TO INSTALLATION. ` " "y ' ' "�'�'� JAY . t SITE STATISTICS: 16. PROTECT NEWLY GRADED WORK AREAS FROM TRAFFIC AND EROSION, AND KEEP THEM FREE FROM TRASH AND DEBRIS UNTIL PHYSICAL COMPLETION OF WORK. W«,...„c' a �uM�w+r 1} _ T : ,.« TAX MAP ID # - 165.-2-76.1 N 0• 17. CONTRACTORS OPERATIONS ON SITE WHICH SHALL INCLUDE BUT NOT BE LIMITED TO DUST CONTROL, MATERIAL HAULING, FIRE PROTECTION, EROSION CONTROL, ETC. .- J' y y a SHALL BE CONDUCTED IN ACCORDANCE WITH CITY OF SARATOGA SPRINGS REQUIREMENTS. '""�`r� " ? >x�5 ZONING - T-5 TRANSECT ZONE 5 NEIGHBORHOOD ZONE cn w o z ,,,,,,,..-4°' t y NY+LOcae = E 18. LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK; IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION .ter n - PARCEL AREA - 8.42± AC a Q~3 w p.,. .•4; ' 0 0 (n U_a DURING EARTHWORK OPERATIONS. F 1, w o-o_iz # '��V ,x MINIMUM BUILDING SETBACKS - FRONT SETBACK: 0-12 FT E o~1- ten z z z 19. THE CONTRACTOR SHALL COORDINATE MAINTENANCE AND PROTECTION OF TRAFFIC WITH THE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY DEPARTMENT OF € f c 01-z w o o w St '° SIDE SETBACK: 0 FT =a o m p p 0 PUBLIC WORKS. ALL MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. ALL NECESSARY ""'"' Washzt in9L- REAR SETBACK: 0 FT z w~c0,<0 z SIGNAGE SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION'S MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. a"", <J o 0 0_D z y„vstcd n, _ Z Q Q 0 5 0 z PROPOSED BUILDING SETBACKS - 0 FT FRONT SETBACK 0 J 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY WORK EASEMENTS THAT MAY BE REQUIRED FOR EXCAVATION AND ASSOCIATED DISTURBANCE F 10.6 FT/237.6 FT SIDE SETBACK i-- OUTSIDE OF THE RIGHT-OF-WAY ON ADJACENT PRIVATE LANDS. NAwr+.tJN"iWAS,muPWings St J -- �r ,n, Zi"*" ``"` ... 525.7 FT REAR SETBACK Washington' - 21. ALL WATERMAIN MATERIALS SHALL CONFORM TO THE CITY OF SARATOGA SPRINGS STANDARDS AND APPLICABLE AWWA STANDARDS. BUILDING PROPERTIES - (1) 3-STORY, 12-UNIT APARTMENT BUILDING 22. WATERMAINS AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARDS FOR DISINFECTING WATERMAINS, C-651-05, WITH THE toSt M ,,II t4,516± SF PER FLOOR ,W , N,,t,,,,, ,vw;an1- „,541. 4uNa Rkl'' (1) 3-STORY, 11-UNIT APARTMENT BUILDING EXCEPTION OF SECTION 5.1, TABLET METHOD. FINAL FLUSHING OF THE HEAVILY CHLORINATED WATER GENERATED FROM THE WATERMAIN DISINFECTION PROCESS aY. yy,t• 4,274± SF PER FLOOR SHALL BE NEUTRALIZED AND DISPOSED OF IN ACCORDANCE WITH AWWA STANDARDS FOR DISINFECTING WATERMAINS, C-651-05. :g a,n,n �, .,• (1) 3-STORY, 6-UNIT APARTMENT BUILDING 23. WATERMAINS SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH SECTION 4 OF THE AWWA C-600 LATEST EDITION. -,I ..-) 'i., ..,41 '` 2,5131 SF PER FLOOR Z 4 MINIMUM FRONTAGE BUILD OUT - 70% MIN. O 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND COORDINATE ANY REQUIRED BRACING OR RELOCATION OF ANY UTILITY POLE OR STRUCTURE WITH THE ,vc,,..' VARIANCE GRANTED 11/26/18 FOR 42.7% MIN. APPROPRIATE UTILITY COMPANY. C.,4"' .,tlm.y-` 11. PROPOSED FRONTAGE BUILD OUT - 42.7% V fn 25. ALL FILL TO ACHIEVE THE PROPOSED ELEVATIONS SHALL BE COMPACTED TO 95% STANDARD PROCTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST - 1- AND COORDINATION OF THE TESTING AND DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF THE FILL MATERIAL. M z REQUIRED PARKING - APARTMENT - 1.5 PER APARTMENT UNIT = 1.5 x 29 UNITS m 26. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT THE SURFACE OF ALL EXISTING ROADWAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR = 44 STALLS o ALL SURFACE RESTORATION AND REPAIR RESULTING FROM THE CONTRACTORS ACTIVITIES. TREE TRIMMING SHALL BE PERFORMED BY THE CONTRACTOR AS SITE LOCATION MAP H N Ca NECESSARY WITHIN THE RIGHT-OF-WAY OR UTILITY EASEMENTS. ALL DISTURBED UTILITIES, DRIVEWAY CULVERTS, LAWNS, MAILBOXES, FENCES, SIGNS, DRIVEWAYS, PROVIDED PARKING = 44 STALLS (2 HANDICAPPED) o z DITCHES ETC. SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION, LINES, GRADES AND POSITIONS. Z a z SITE COVERAGE STATISTICS - BUILDING COVERAGE = 11,303 SF (3.1%) Li J 27. ALL DISTURBANCE LIMITS AND SETBACKS SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO BEGINNING GRADING AND CLEARING ACTIVITIES. GREENSPACE = 343,698 SF (93.7%) O o o- 28. THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOR THE OWNERSHIP AND MAINTENANCE OF THE SANITARY SEWER LINES. 0 500 1000 2000 4000 PAVED/PARKING = 11,774 SF (3.2%) V it WATER - CITY OF SARATOGA SPRINGS z ce 29. THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOR THE OWNERSHIP AND MAINTENANCE OF THE WATER LINES. SEWER - CITY OF SARATOGA SPRINGS Z k '' o N ce QO Oo Z 30. WATER SERVICES AND SEWER LATERALS SHALL BE SEPARATED BY 10 FEET MINIMUM HORIZONTALLY AND 18" MINIMUM VERTICALLY. NYSDEC WETLAND ADJACENT AREA DISTURBANCE = 5,230 SF (0.120± AC) , APPLICANT & PROPERTY OWNER: ! z D_ 31. PRIOR TO CONSTRUCTION: THE LOCATION OF ALL EXISTING UTILITY POLES, OVERHEAD UTILITIES AND UNDERGROUND UTILITIES ON THE SITE SHALL BE DETERMINED W o ? I- o z BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER. THE COORDINATION AND COST FOR THE RICHARD ASKEW Z 1 RELOCATION OR MODIFICATION OF ANY UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE COSTS FOR THIS UTILITY WORK SHALL BE PROVIDED TO 38 SCHERMERHORN DRIVE W > g I w z THE OWNER AND DESIGN ENGINEER FOR REVIEW. c� t z LA Q w LAKE GEORGE, NY 12845 1- N , a a CITY OF SARATOGA SPRINGS PLAN NOTES: ~ Z _ oca sp � ' \18 ' z Q ce if Bill Moore,Chair D i O Z CITY OF SARATOGA SPRINGS y 0 0 i ,...„4/- Keith B.Kaplan,Vice O 1 VI LT ZONING BOARD OF APPEALS Chair V 0 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. PLANNING BOARD # 20190467 j '.N Adam McNeill,Secretary y a Ce CITY HALL-474 BROADWAY Susan Steer .^ cr j L f N J E X N A l SARATOGA SPRINpS,NEW YORK 12866 Cheryl Grey V (n j Q 2.) THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. BraCherylGrer O eh)518-587-3550 rx)518-580-9480 RECEIVED Oksana Ludd,alternate r o i Z O WW W.SARATOGA-SPRINGS.ORG CNI 3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY Approved under authority of a resolution adopted p DEC 0320iJ Rebecca Kern,alternate a �CD ' N THE CITY ENGINEER. by the Planning Board of the City of REZBAMEETINGCORD OF ID" ^�ryrSDEPARTMENT � ' ww C MONDAY,NOVEMBER 26,2016 Cl 00 4.) THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A (Date) Present: B.Moore,K.Kaplan,S.Steer,C.Grey,B.Gallagher,O.Ludd E (IF ! J Ili m DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 1. #3062 BYRNE RESIDENCE,96 Union Avenue/7 North Alley,area variance to construct additions Saratoga Springs. to an existing residence;seeking relief from the minimum side yard and total side yard Z (Chairperson) (Date Signed) setbacks for the main house and minimum front yard,minimum side yard and total side yard setbacks for the carriage house/residence requirements in the Urban Residential-4 District. 5.) CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. No Action: Public hearing remains open;application adjourned to Dec.10. W E W 1 2. #3047 STONE MIXED-USE,68 Weibel Avenue,area variance for proposed maintenance of N . a 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT OF WAY OF existing improvements and uses on a mixed-use property;seeking relief from the minimum frontagebuild-toblicand build-outemaiand open;application atirenice ents Ino Dec.e0ect-4 District. 0 ANY CITY STREET, ROAD OR ALLEY. Action: Public hearing remains open;application adjourned to Dc.10. CIE v 3 #3064 CONNERS RESIDENCE,87 Ludlow Street,area variance to construct an addition to an o[I CITY OF SARATOGA SPRINGS MARKTORPEY,Char `O 7.) ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT existing single-family residence;seeking relief from the maximum principal building coverage tai, AMINTOTINO,Vice Chad F OF WAY. requirement in the Urban Residential-3 District. �� PLANNING BOARD ROBERT F.BRISTOL Action: Public hearing remains open;application adjourned to Dec.10. J, r, JANET CASEY ■ ■ City Hall 474 Broadway TODD FABOZ7J W RUTH HORTON 4. #3052 SARATOGA Pizza LLC PIZZERIA,44 Jefferson Street,use variance for an eating and �:.,, _L Saratoga 5pr rigs,New Yori<12866 SARA BOP/IN N og 8. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; AND AN "AS-BUILT" drinking establishment:seeking relief from the permitted uses in the Urban Residential-2lrernate • %; Tel:518-587-3550 fax518-580-9480 AMY RYSARABOP/IN DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. District. NO Action: Approationwithdrawnbyappficant. wWwsararoga-sprnga.og SHAWNA JENKS,Alternate LI. 5. #3059 ASKEW MULTI-FAMILY Station Lane,area variance for proposed multi-family a 0 9.) THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT residences;seeking relief from the minimum frontage build-out in the Transect-5 District. NOTICE OF DECISION f ic,t Action: Public hearing closed;motion to approve as presented-passed 6-0. F DESIGNATES. CITY OF SARATOGA SPRINGS MARKO \ti icq a n the matter of the application-#17.06220190467 (I� -ft t t' JAMINTDTIND.V Chair . . CITY OF SARATOGA SPRINGS MARKTORPEY,Chair0 `J PLANNING BOARD ROBERT F.BRISTOL A JAMIN TOTINO,Vice Chair 6. #3066 GIANNINI RESIDENCE,19 Jumel Place,area variance to construct an addition to an /1 JANET CASEY r PLANNING BOARD TODD FABOZZI existing single-family residence;seeking relief from the minimum side yard setback and Richard Askew/Station Lane Apartments V TODD FABOZZI 'AA _"_ RUTH HORTON minimum distance from accessory to principal buildingrequirements in the Urban Residential- Z 0 City Hall-474 Broadway r� ry p P q Station Lane RUTH HORTON r, � SARA BOIVIN 3 District. Action: Public hearing closed;motion to approve as presented-passed 6-0. Saratoga Springs,NY 12866 0 Z N Saratoga Springs,New York 12866 SARA BOMN City Hall-474 Broadway LEXIE BONITATIBUS W TeI:51B 87-3550 tap.518.580.9480 AMY RYAN,Ahemare Saratoga Springs,New York 12666 KERRY MAYO 7. #3068 BRANT CARRIAGE HOUSE,695 North Broadway,area variance to finish the interior of an - www.Saratogasprrigsorg SHAWNAJENKS,Ahemare [° Tel:518-587-3550 fax:518-580-9480 SHAWNAJENKS,Alternate existing carriage house for sleeping accommodations;seeking relief to permit Involving the premises with tax parcel#165:2-76.I,in the City o(Sarazoga Springs,on an application for site plan aratoga-springs.org for a 29-unit residential development in the Transect-5 Neighborhood Center District. J Z ]0 ms's finished/habitable space in an accessory structure in the Urban Residential-1 District. NOTICE OF DECISION No Action: Application adjourned to Dec.10. Z N(] PI RECEIVEDC1J PI 0411 accordance with 6 NYCRR Part 617,the Planning Board classified this request as an Unlisted Action. N In the matter of the application#17.06I 8. #2787.1 MELVIN RESIDENCE,1 Jefferson Street,area variance for modification of previous NOTICE OF DECISION approval for an addtion to an existing single-family residence;seeking relief from the minimum I Issued a Negative SEQRA Declaration on November I,2018 Q F U N SARATOGA SPRINGS ARTS COMMISSION Askew Permanent Special Use Permit JAN 14 2019 total side yard and rear yard setback requirements in the Urban Residential-2 District. QJ P� In the matter of the special use permit application#17.061 of: III z Station Lane q�0 Action: Public hearing closed;motion to approve as presented-passed 6-0. And,in accordance with objectives,standards and guidelines contained in the City Zoning Ordinance,chapter L U LINTS DEPARTMENT 240,article 7.2"Site Plan Review",the Planning Board issues the following decision on July I I,2019(passed 7-0 M Saratoga Springs,NY 12866 Station Lane Apartments(Askew) d Station Lane 9. #3069 MCFADDEN RESIDENCE,40 Lefferts Street,area variance to maintain a constructed deck in favor Torpey,Totino,Bristol,Casey,Fabozzi,Jenks,Ryan): Ch y zz October 15,2020 fora Permanent Special Use Permit for upto 29 multi-family residences within the Transect-5 Involving the premises with tax parcel#165:2-76.1,in the City of Saratoga Springs,on an application Saratoga Springs,NY 12866 and build a new screened porch to an existing single-family residence;seeking relief from the J J Re:Station Lane Development(Askew) minimum side yard and total side yard setback requirements in the Urban Residential-1 IZI Approve site plan set dated May 7,2019 with the following conditions: L0 Neighborhood Center District. Involving the premises with tax parcel#165.-2-76.1,in the City of Saratoga Springs,on an application District. Action: Public hearing opened and remains open;application adjourned to Dec.10. I Q for approval extension of a permanent special use permit for up to 29 multi-family residences within a I. The Applicant shall design,install and maintain an ADA compliant crosswalk,consistent with all city d In accordance with 6 NYCRR Part 617,the Planning Board classifies this action as an Unlisted action, Transect-5 District with the Planning Board who met on July 30,2020 and made the following 10.#3070 ISRAEL RESIDENCE,184 Spring Street,area variance to construct a new front porch standards,from the property to the parking area across the street that will be constructed at a later Dear Members of the Planning Board, decision(s)with a 6-0 vote(In favor:Torpey,Totino,Fabozzi,Horton,Boivin,Mayo): addition to an existing single-family residence;seeking relief from the minimum front yard date. W assumed lead agency and issued a SEAR negative declaration on November I,2018. setback requirement in the Urban Residential-3 District. 2. Design,installation and maintenance of a 5 foot wide concrete sidewalk,associated 6"curbing and all Z I N • Issued an 18 month approval extension forpermanent special use permit.This is the first Action: Public hearing opened and remains open;application adjourned to Dec.10. Richard Askew attended both the September 15 and October 13 Arts Commission meetings Having properly noticed and conducted a public hearing on January 10,2019,as required,on the PP P required stormwater catch basins,consistent with city standards,that provides full pedestrian extension approved and shall expire January 14,2022 connectivity across the entire frontage of the property. to present and discussplans forpublic art at the Station Lane Apartment project.The Arts proposed uses; • All conditions of the original approval,granted on Janus 10,2019 remain in effect. 11.#3073 BROWN RESIDENCE 79 Lake Avenue,area variance to convert the existing three-family P P 1g PPJanuary residence to a two-family and construct a rear addition;seeking relief from the minimum side 3. Installation of at least three bike racks along frontage and within civic space. Commission supports the proposed sculpture by local artist Michelle Vara,who presented And,upon evaluation of the application based on the City's enumerated criteria to ensure that the yard(each side),minimum total side yard setback and maximum principal building coverage 4. Final approval from Arts Commission and Chair in consultation with Ci staff)for permanent public P apP itY Unless further extended by the Planning Board,this approval shall expire if the applicant fails to 9 SPP ( City P her design at the October 15 meeting.The piece will be approximately 5 feet high,made of requirements in the Urban Residential-4 District. art installation and maintenance within designated civics ace. proposed use(s)will not adversely affect surrounding properties and community character; comply with any required conditions and start actual construction,or otherwise implement this g P durable metal,and mounted on a raised concrete base to deter people from getting too Aetion: Public hearing opened and remains open;application adjourned to Dec.10. approval within 18 months from this date. 5. Property owner to keep sidewalks clear of snow along the entire frontage of the property in close to the sculpture.The piece will also be protected by landscaping and will be lit at night Md,in accordance with requirements set forth in the City Zoning Ordinance,chapter 240,article 7.1 12.#3040 BAIRD RESIDENCE 79 Lake Avenue,area variance to construct an addition to an existing accordance with City Code Section 203-26. to keep the area safe.Of the two designs presented,the Commissioners preferred#5,but "Special Use Permit",the Planning Board issues the following decision on January 10,2019(passed 6- three-family residence;seeking relief from the minimum lot size per dwelling unit fora 6. Depiction of 500-year floodplain on the final plans. emphasized that the final decision is up to the owner(Richard Askew).We fully support 0-in favor:Torpey,Totino,Casey,Horton,Bristol,Fabozzi): proposed fourth unit,minimum side yard(each side),minimum total side yard setback and 7. Conformance with Urban Forest and Community Master Plan and satisfaction of City Arborist for tree either design. maximum principal building coverage requirements for the addition;and minimum side(each species selection and planting specifications within the ROW. D Approve with the following conditions: sidei minimum total side yard and minimum rear yard setback to parking in the Urban 8. Final plans shall be provided to the satisfaction of the City's designated engineer and DPW. -74.4/2(<9. tit Residential-3 District. I. Civic space shall be provided,proposed public art will be coordinated with the City's Arts August 10,2020 No Action: Public hearing remains open;application adjourned to Dec.10. Theapplicant is required to: Sincerely, Date Chair Commission prior to site plan review. 1. Deliver a letter of credit or cash escrow in the amount approved by the City Engineer to the City per Article 13.3024 FAHY RESIDENCE,166 Lincoln Avenue,area variance to construct a new single-family 7.2.15 of the City of Saratoga Springs Zoning Ordinance.This must occur prior to final signature by the ' !Ill 11111111.11b-111111) CIAL/ cc. Building Dep[.,Accounts Dept,Applicant,File residence;seeking relief from the minimum average lot width and minimum lot size YW./,`'_ 2. Sidewalk connectivity to eastern property boundary shall be provided.Specific design requirement for a second single-family residence,to Planning Board Chair. q g y permit more than one principal building on considerations will be reviewed at site plan review. a lot and minimum rear yard setback requirements in the Urban Residential-2 District. 2. Provide Recreation fees of$2,000 for each new residential unit in accordance with 7.2.18 of the City's Sue Kessler No Action: Public hearing remains open;application adjourned to Dec.10. Zoning Ordinance.This must occur prior to final signature by the Planning Board Chair. 3. Concept including apartment building with no additional curbcut,consistent sidewalk and 3. Submit one(I)mylar and two(2)paper copies of the final approved site plans for signature by the Planning Arts Commission Chair solely utilizing on-street parking shall be provided in general accordance with the attached 14.#3022 DEVALL SUBDIVISION,59 Franklin Street,area variance associated with a two-lot Board Chair within eighteen(18)months of approval as per Article 7.2.12 of the Zoning Ordinance. SSAC@saratoga-springs.org subdivision;seeking relief from the minimum average lot width for the proposed lot and sketch plan. minimum side yard setback to parking in the Urban Residential-4 District. Note:this approval shall expire within eighteen(18)months of the signature of final plans if the applicant has not No Aetion: Public hearing remains open;application adjourned to Dec.10. started actual construction as per Article 7.2.14 of the Zoning Ordinance. 4. Up to 29 multi-family residential units are approved for the site. //�� 15.#2953 STATION PARK MIXED-USE DEVELOPMENT,Washington Street and Station Lane,area CO •`R SHEET variance for a proposed multi-use development containing a 110 room hotel,88 senior housing units,41 assisted living units,90 townhouses,and 28,060 ft.of retail; f Note:this approval shall expire 18 months from the issuance date unless all conditions have been sq. seeking July 30,2019 "/V'/ 7''. i� relief from the frontage build-to and build-out,minimum two-story and maximum building Date received byAccounts Chair complied with and actual work begun. height requirements in the Transect-5 district. Dept. a/ No Action: Public hearing remains open;application adjourned to Dec.10. January 14,2019 cc. Building Dept.,Public Works,Public Safety,Accounts Dept.,Applicant/Agent;File Date Chair SIGNATURE: W ,1 DATE PROJ. NO: 780.00 coy- i cc:Building Dept.,City Engineer,Public Safety,Accounts Dept. DATE Applicant/Agent;File SCALE: AS SHOWN DATE FILED WITH CITY CLERK: DATE: 05/07/2019 SHEET 1 OF 19 by •s • 4) o /� DEED REFERENCE: �•/ 911i CONVEYANCE TO RICHARD W. ASKEW BY DEED DATED APRIL 19, 2017 AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE AS INSTRUMENT N0. 2017012746. MAP REFERENCE: 1. MAP ENTITLED, "WETLAND MAP LANDS OF KIMBERLY A. JONES", DATED JULY 1, 2010, PREPARED BY TOMMELL AND ASSOCIATES. Zlik / 2. MAP ENTITLED, "MINOR SUBDIVISION OF LANDS OF ALBERT K BRADd', DATED SSS' OCTOBER 3, 1983, LAST REVISED AUGUST 23, 1983, PREPARED BY GEROW a� 21• ASSOCIATES AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP `°� \f ?Q�,� NO. B-113. ca C 3. MAP ENTITLED, "LOT LINE ADJUSTMENT A PORTION OF LANDS OF �� �� DELAWARE AND HUDSON RAILWAY COMPANY, INC. AND SARATOGA SCHENECTADY RAILROAD COMPANY", DATED OCTOBER 8, 2007, PREPARED BY lQ' TOMMELL AND ASSOCIATES AND FILED IN THE SARATOGA COUNTY CLERK'S \\ •O� MCGEE OFFICE AS MAP NO. D-438. Heodwoll 44111114111*PP Road NOTES: Perr) 1‘ \ Fronnt ea 2. 1. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF AN UP TO DATE ABSTRACT OF Lands N/F Of / S(See Matage Roodnf °r TITLE AND/OR TITLE REPORT AND MAY BE SUBJECT TO WHATEVER STATEMENT OF FACTS Maglione j� 4 �� eference#1� THEY MAY REVEAL. Fence Post Book 654 Of Deeds At Page 482 Cb r \ __ __ 2. NO ATTEMPT WAS MADE TO SHOW UNDERGROUND IMPROVEMENTS IN THE PREPARATION w/Wire (Typ.) OF THIS SURVEY. c ( 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE h AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. Capped Iron Rod S 43 4. COPYRIGHT © 2018 BY GILBERT VANGUILDER LAND SURVEYOR, PLLC. ALL RIGHTS RESERVED. Found At Corner �� REPRODUCTION OR COPYING OF THIS DOCUMENT MAY BE A VIOLATION OF COPYRIGHT LAW 39'?,5-4.4. �� UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED. r�� 5. DUE TO SNOW COVERED CONDITIONS AT THE TIME THE SURVEY WAS PERFORMED, SOME A/ PPHYSICAL FEATURES MAY NOT BE SHOWN. (O 6. FRESHWATER WETLAND VALIDATION, FWW S-47 DATED OCTOBER 12, 2016 BY NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. Lands N/F Of / Wardell Book 989 Of Deeds At Page 272 O -h 0 ho 3s6. s83,Copped Iron Rod r'Y Found At Corner .1 CP Fence Post V'....1%. w/Wire (Typ.) `te .4401.a VIN Ili Lands N/F Of \\ t.0% ,s, Station Lane Associates LLC �\ Instrument No.2008039554 \ on NN C 1\ , \ \ � \ \ 0� Lands N/FOf J \ \ Add Realty Inc. \ J \ Book 1202 Of Deeds At Page 181 — 3�2 Area = 8.431 Acres 1 1\ 1 1 �` Limits of D.E.C. Validation =MO MEM .WM W. M ' M 11111* 32------_, 11 DEC Wetland S-47 Oen 1 (See Note #6) "�. l —322 _ _ 1 ,- NJ... / l ' N 322 ' ` — cr N Lrmrts .a/i N Lands N/F Of °f�E.0 1 \ ' ` ` dation 0 — _ _ I o,� West Doctors LLC / \ / / \ \ Cn Instrument No. 2013025499 / \\ / // / \ - - - / / / 2 \ 1 1 N / /1 I X 320.8 11 // \ // / _ 1\ / 1 1 /\ \ `L// 71122 �/ \ N / / / \ ,51 / ,/ 1/ N // 1 11 X320.4 \\ i ' / // Co/ \\ �� \\ \� — I 1 � -'< X 321.2 / 4)( //\ \\ \ — / I 1 / / N I // ;� X321.3 \\ OJk� // / \ —� / \ \ 1/ O y `/ / Fence Post N N. / / C CO w/Wire (Typ.) \ oro _ 2 / ,) / \ \ N X 320.5 \—— J 11 ,V/ 7/ I . ` Lands N/F Of \ co \ \ � ` Jones \ Iron Rod Found \ ,1 — ` Book 1484 Of Deeds At Page 390 Z At Corner X 820.7 1 / /l \ --f' \ ` \ 1 \ � \ _ Sign l 320.9 � � fy� / � � � — I ) cV / Cr) �S — . - - -322 - - - - - / / /nv=315:e-& 1�i�. Sign — — z — — _ N / / 1/ Rm=323.81 S - - - - - - — / / / 1' 315 / ` _ _ - - T�. . —S 8—S Sign - - - - - - - - - -j22- - - � - - - - `\ QCT — _ - - - - - �--�' - - - - — curt, �� — - - - - - S —S — Sign —322— — 78425' - - - - - — — — _ nO� — - - - - Cap pedlron Rod — — / -324- -_ — — — Found At Corner L d A/C S —S 31364 — Added Topogropgic Data - 02/06/19 17,1 S/n v>3— Sign �_ \ — _ — •— _ 0, � :Concrete Sidewalk'. .• "Ni Mh S — — — — — — Headwall anne1=31j 7 / — — _— _- - - _ _ �_.. Rim-324.44 —S - - - - - - - - - — - ' _ =lSURVEY ♦� :: : # S —S — S - - - - _ — Top =320.9 32 It • Gen. a — — — J Benchmark - - - - - - - - - - —a_ NAHOA — _____ - - - - 5 =32730 - - - _3_24- - ' _ _ 0S 311.91 _ _ _ _ _ _ /n� — LANDS OF RW. ASKEW -322- - - - - -•- — _- -r:---- RM=324.81/n — —Cuiderai/— — — �.�.� PVC - - — �. Cb — — — — — — w .� iii Rlm=324.74 • • Headwall—_ --- — — CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK l=316.% Top =320.4 — —_ _ — — — — ChanneMAP NUMBER: 18 — 24 — 28 SCALE: 1" = 50' DATE: MARCH 9, 2018 Gilbert VanGuilder UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS Land Surveyor, PLLC SURVEY MAP IS A VIOLATION OF SECTION 7209 OF Professional Land Surveyors O ETHISSURVEYYORK TMAP BEATE ARING THE LAN SURVEYOR'S CATION LAW. ONLY COPIES 988 Route 146, Clifton Park, New York, 12065 ORIGINAL SIGNATURE AND EMBOSSED SEAL SHALL BE CONSIDERED VALID. TODD WESTERVELD, P.L.S. No. 50,319 Telephone: (518) 383-0634 gvglandsurveyors.com SHEET 2 OF 19 DEED REFERENCE: • 1. CONVEYANCE TO RICHARD W. ASKEW BY DEED DATED APRIL 19, 2017 AND RECORDED IN THE SARATOGA I II COUNTY CLERK'S OFFICE AS INSTRUMENT NO. 2017012746. � 1������.�.�.._.-.- MAP REFERENCE: K CONSTRUCTION � ���•����������1�1�1�� ZYAY z ACTIVITY CONSERVATION 1y�� QONSE no°N,v�� �1 ��A� 1. MAP ENTITLED, "WETLAND MAP LANDS OF KIMBERLY A. JONES", DATED JULY 1, 2010, PREPARED BY AREA ������������ � lu o E ��������A' TOMMELL AND ASSOCIATES. Iv I ��+���_ �11�� ������ AVA ���� 2. MAP ENTITLED, "MINOR SUBDIVISION OF LANDS OF ALBERT K. B RAI M", DATED OCTOBER 2, 1983, LAST IF —.we, -wank REVISED AUGUST 23, 1983, PREPARED BY G EROW ASSOCIATES AND FILED IN THE SARATOGA COUNTY lir = ����1��VATAAVA� CLERK'S OFFICE AS MAP NO. B-113. III III —III III III—III- -walk ���� AA 2 =III=III =III=III I ♦� 5 , 3. MAP ENTITLED, "LOT LINE ADJUSTMENT A PORTION OF LANDS OF DELAWARE AND HUDSON RAILWAY Z _ _ COMPANY", DATED OCTOBER 8, 2007, PREPARED BY TOMMELL AND ASSOCIATES AND FILED IN THE IIIIII —III—III —I III III- I 1I SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. D-438. 1 — -III Y I II NOTES: . 111 11=I ' I GENERAL NOTES PERSPECTIVE VIEW qI 1• . THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF AN UP TO DATE ABSTRACT OF TITLE AND/OR SECTION 1) CONSERVATION AREA MANAGEMENT PROTECTION r\ \ FENCING TO BE INSTALLED PRIOR TO GRADING AND THE INSTALLATION OF EROSION AND 2. NO ATTEMPT WAS MADE TO SHOW UNDERGROUND IMPROVEMENTS IN THE PREPARATION OF THIS SURVEY. CONTROL SEDIMENT CONTROL MEASURES. 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYORS EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT 1 2) ALL PROTECTION FENCING IS TO REMAIN IN PLACE UNTIL CONSTRUCTION ACTIVITIES ARE , Lands N/F Of COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. 1 I COMPLETE 4In C. Add Realty 4. COPYRIGHT © 2018 BY GILBERT VANGUILDER LAND SURVEYOR, PLLC. ALL RIGHTS RESERVED. \ `\ TEMPORARY CONSERVATION AR EA Book 1202 Of Deeds At Page 181 REPRODUCTION OR COPYING OF THIS DOCUMENT MAY BE A VIOLATION OF COPYRIGHT LAW UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED. \ \ 5.PROTECTION CONSTRUCTION FENCING • 5. DUE TO SNOW COVERED CONDITIONS AT THE TIME THE SURVEY WAS PERFORMED, SOME PHYSICAL \. , FEATURES MAY NOT BE SHOWN. 1 1 \ ` SCALE: NTS 5 6. FRESHWATER WETLAND VALIDATION, FWW S-47 DATED OCTOBER 12, 2016 BY THE NEW YORK STATE \ DEPARTMENT OF ENVIRONMENTAL CONSERVATION. \ I ` 7. ELEVATION DATUM IS BASED UPON NGVD 29. � � \ 4 1 ` \ 1 _32 ` . " 2 OCU d 1 = 8 43± Acres N = Z \ Area , 1<•E /////,,-- -,, \\\\ olauj o~u)u_a W O OJZ N Z H H 0 1 \ �� ZZZZ OHZWOOW Validation <I- 00 O W 0 U U `. Llmits of D.E.C. aJ000Dcn 1 DEC Wetland 5-47 —. y (See Note #6) ♦ Lands NSF U LLC 1 \ � West Doctors y 2013025499 �� Instrument No. Limits of D.E.C. I/a/idatior \� \ A ` . \ 322\ ` — — 1 S O i — —322— ��/ \ 41 L. l \ ` - - � ` � N V CA Z co \ ♦ m Lands N/F Of I o / — — — — — — o o Lane Associates LLC `. ♦ N U Station 2008039554 1 v / . / �. ♦^ z o Instrument No. W / ` Z o z_ o / Zo _ Q Z U / L� /� / O o a / / \ \ V 0 a Cr \ ♦ ceO o N / 1 V // / / \ Oc .1 3 i z a / ( . J / W o z 1 ` Luce ..zcZ 142 M� \ z a � � m N / ✓ a O z Q ix it � � �/ N ,,/ \ \pir % yOEi o , > N CL Z 1 \ mit :occ ier IF) / I ` O Z • Q7(71 / ` ♦ Lands N/F Of Fo ; Jones o Zp� w iZCo � N I/ ` ♦ Book 1484 Of Deeds At Page 39 LLI tact G PROPOSED TREELINE (TYP.) j ` Z W / r/ L ♦ \ ♦ OC CL Q ' cca I .. _____- ___ ay / / 6v ct {fet O I -, \ / / EXISTING GUIDERAIL TO BE REMOVED I ` \a \ 100 a H AND RELOCATED ALONG NEW SIDEWALK I ` a O,G I \ EDGE. SEE SHEET LM-1 FOR NEW I ` \ W a I Fence Post / --------- / GUIDERAIL LOCATION. •I l x N w/Wir / / atj0n Q M� / / L irnits of D DEC Wetland 6• 47 \ V O EXISTING TREES TO BE / / (See Note # ) Z- (3 z N EXISTING TREELINE (TYP.) , l Ill \ I Iron Rod Found CLEARED AND GRUBBED \ I . ♦ O _ At Corner \ \ - - - - - - - - M11 - - - - ME� - - - - - - _ _ _ _ Copped Iron Rod JZ O CIJ /' \ ♦ Found At Corner Im Z U- ]N 01 \ \ \ /' EXISTING "NO PARKING EXISTING "NO PARKING" —' ` � Q H W U 322 \ SIGNS TO BE REMOVED SIGNS TO BE REMOVED -322 a N uJ g Z AND DISPOSED OF AT A AND DISPOSED OF AT A I / 7 H a LICENSED WASTE FACILITY LICENSED WASTE FACILITY (. , C _noel=3�� 32a� y U) J Q �_ �' .ign 322 — �� — - 322— ` - -- H nLU/ . RCP J J - %. P Sign 1,...."-- -4 � Sign Sign 1, - b_ -362 a Q LO • �/ +• I� 324 - - I/ ign nv=316.50 W.-AWA._- ..o_ .. 1,-17...----- 4 ii , EXISTING PAVEMENT, sk5EWALKS, & SAN SAN— © 1"1 - ��'a.AN SAN SAN SAN • E. ♦ ', , J--'`�-��' - �T v�_ Vim' `'' �" 4.'1 I �' SAN - _ - - _:�_.� ----- �.��,�.� z N CURBING TO BE REMOVED AND Rim=323.81 B"PVC •1' - —SAN SAN SAN SAN SAN SAN • •I N SAN SAN SAN SAN SAN SAN SAN SAN SAN �S N SAN SAN DISPOSED OF AT A LICENSED WASTE Inv In--315.46 Mh FACILITY FOR WATER SERVICE AND •nv Out=315.36 • • Rim=324.44 © \ B"PVC ci F, of SANITARY SERVICE CONSTRUCTION (TYP.) STATION LANE Inv In=313.64 (W) EXIST ING SIDEWALK AT A LICENSEDce a' DIP wvi LRLiNE ° ° ut=313.61 (E) WASTE DISPOSED FACILN,OFzo ♦ Curb REMOVED Inv . . . . ° 1 W do 'DIP.WA .•LINE.' e a ^ ! 62 A✓ a v� , ° Concrete S' wolk 8° ° W ...v W V V • __1_,,,,z._. .±_____. . . . a.W r. a . e \ / • • ° ° .. On W • � tilialkIL01) 0• • APPROXIMATE LOCATION OF EXISTING _ -324 Cuideroil WATERLINE. CONTRACTOR TO VERIFY Headwall _ LOCATION AND DEPTH PRIOR TO \ 322 CP ASPHALT, SIDEWALK, AND CURBING Benchmark NAHOA Tap=320.4 REMOVAL FOR UTILITY SERVICE =327.30 Channel;31y.8 x n6=R1s.3 CONNECTIONS N EXISTING CONDITIONS (S. DEMOLITION P LAN PLANNING BOARD # 20190467 EXISTING Approved under authority of a resolution adopted CONDITIONS & by the Planning Board of the City of DEMOLITION PLAN (Date) 0 15 30 60 120 Saratoga Springs. SCALE: 1"=30' (Chairperson) (Date Signed) PROD. N0: 780.00 ED — i SCALE: AS SHOWN DATE: 05/07/2019 SHEET 3 OF 19 OR ❑1 APPROXIMATE LOCATION AND v + DIRECTION OF SIGN PROPOSED PUBLIC BENCH (TYP.) REFER TO DETAIL 5 ON SHEET DT-6 CONSERVATION AREAS TRAFFIC CONTROL DEVICE SCHEDULE 12' / LANDS TO BE PLACED WITHIN PLAN DESCRIPTION QNTY. PROPOSED PAVERS (TYP.) -12' , CONSERVATION EASEMENTS = NO. REFER TO DETAIL 4 ON SHEET DT-6 i j ������� TOTAL = 7.24 ACRES 1 "VAN ACCESSIBLE" HANDICAP RESERVED 2 11114k PARKING SIGN ‘*1 CONCRETE SIDEWALK - 44$4r*S / CIVIC SPACE ARTWORK SCULPTURE NOTE: 2 "NO PARKING" SIGN2 4Althr AS PROVIDED BY ARTIST MICHELE SEE SHEET DT-8 FOR COMPLETE "STOP" SIGN R1-1C VARAANDAPPROVEDBYTHE CITY CONSERVATION AREA LIMITS. 3 ( ) 1 �. OF SARATOGA SPRINGS ARTS 4 "YIELD HERE TO PEDESTRIANS" SIGN (R1-5) 2 CONSERVATION AREA. SEE /* , , COMMISSION 10/15/2020 I SHEET DT-8 FOR COMPLETE CONSERVATION AREA LIMITS. *PM + 1 1 \ I I I I A 4 A ♦ I ♦ #46stA 1 1 ♦ [\ \ .\ t 0 4 ,..- 0 411‘ % 4,0kAO, -111, N I Lands N/F Of d L a 'N ` Add Realty Inc Q a . \ Of Deeds At Page 181 a Q Q Book 1202 a a a n \ qb1 \ \ s NOTES: 1. REFER TO SHEET LS-1 FOR LANDSCAPING DETAILS. \ 2. REFER TO SHEET LT-1 FOR LIGHT PLACEMENT AND SPECIFICATIONS. 3. REFER TO SHEET DT-6 FOR PAVERS AND BENCH DETAILS. 4. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF ENTIRE CIVIC SPACE AREA (CIVIC ss\ ii ` SPACE IN CITY RIGHT-OF-WAY AND PRIVATE PROPERTY) \ •, CIVIC SPACE PLAN 1- = 8 43± Acres 0 5 10 20 40 z 0 0 Area , SCALE: 1 =10 cn 1<•E 000~N .Qw W O OJz N z H H U' \ Eo z z z z oPzwoow HtYHOQQO Validation w o o l c�z Limits of D.E.C. al- �aa0 �a / / \ \ DEC Wetland S47 % J (See Note #6� Lands NSF 0 LLC I ------\ \ ,___,----- ---,,_ \ cn L. West Doctors 11 ` \ __ Limits of nstrument No. 2013025499 D'EC• I/alidation 322.., `I \, tie * ..._______ g -•� — — ♦ z L.,, 1 i Lands N/F Of o / CC m\ n Lane Associates LLC 1 / / / % ♦♦A^4 `� 2 Statin 2008039554 / V♦ z 2 Instrument No. W / J o z ' / a z U O § o a / 1 } / / \ o S as ♦ Z cc g \ / \ `o \ Q p O ° Q / \ \(V/ z heti /f w o : z �, PROPOSED TREELINE (TYP.) 4n; PROPOSED DUMPSTER (TYP.) • \ PROPOSED RETAINING WALL (TYP.) N i Q / ` ` * Lands N/F Of i H co-n i Z O N BUILDING MOUNTED WALL \ \ '\ PROPOSED METAL BOX-BEAM GUIDERAIL (TYP.) \ ! , Jones a 390 Z N PACK (TYP.) _4' _4' CIVIC SPACE AREA 1484 Of Deeds At Pag iii R R=4' R R=5' PROPOSED CROSSWALK (TYP.) / E (IF , —1 coi ` ` gook V) LU al Cli LoCli . EI -_ :_ lisaim. e.s.A .- 411 \ CONCRETE CURBING (TYP.) \ �: �: PROPOSED CONCRETE WHEEL STOP ` 1- Z W (TYP.)) R=4' /� i PROPOSED BENCHES / \ \ ' CC PROPOSED EDGE OF ROOF TYP. �— 9' R=4' WITHIN CIVIC SPACE AREA w li R=25' `� CONCRETE SIDEWALK (TYP.) ' / L ` N o a © O ` � © / ) as PROPOSED DECK/PORCH AREA (TYP.) 9 / R=3' �� 1 / / 1 ` , Efef I Al 0 I I \ ‘ ,\\ N\ 0-C,y 0 ILI i mi - -t 1 hili ., i , ,. I 4 PRO SED BIKE RACKS (TYP.) I I - PROPOSED 3-STORY 11-UNIT - - 105' 1 / , .. ~ APARTMENT BUILDING I / .........-• tion ` / 00 PROPOSED 3-STORY 12-UNIT I a I 4,274± S.F. FOOTPRINT I - - - - / C• H APARTMENT BUILDING PROPOSED 3- ORY 6-UNIT -- f 11: 17 PARKING STALLS REQUIRED - I / Sp.E cpi7 EXISTING TREELINE (TYP.) 116'- I ( ) ti� , , its e0 18 PARKG STAS REQUIRED �� ^� APARTMEI�IT BUILDING iDEC PROPOSED STREETSCAPE ) I I 11 I ......,44......- ',� \ ( 1O Z _ISeLl Z C7 I ammm. 4 .111 I_ z _ cool_ \ \ 7_ LIGHTING (TYP.) 4�// �•1 I I / I , J O (7 + .___41-1_ i __ .1 , , ,,...__ _1,1 _ 1 ., _ . _,I; - - 4- _ --.1.0v: _ _ si-- II i _ _ _ _ _it, _ _ _ _ _ __ _ _ _ _ _ _ , 0 � � In W �zm iWl_ AIIIIIIIIIINL FM -°) Min CD IIIIIMIEWIEM _ , �h°nn 324 J Q] ,, ® ME -- + men + +, ' ° ° . R=5' R=5 __ , NE �• G IS-roil SAN S• _____ _ , . . . . SANS _ 4 ,3 I R=30' R=5' © SaI� SAN SAN 7 SAN SAN R_5' � : � SAN SAN —SAN SAN R=5' R=5' SAN SAN SAN SAN SAN SAN I--AN SAN SAN SAN SAN SAN SAN SAN S'N SAN SAN PROPOSED RAMP WITH MI • EXISTING METAL BOX-BEAM GUIDERAIL J LU STATION LANE STATUE/SCULPTURE/ART AS COORDINATED WITH HANDRAIL (TYP). REFER TO AT NEW SIDEWALK EDGE ALONG STATION ci Curb DETAILDT-4.Id . - ` W`.. .. .. °° II . ° ° ° - ° . . ON SHEETLANE. ADDITIONAL NEW GUIDERAIL TO v,. MATCH4111114111:1LP) U CITY ART ' 0 ° ° Concrctc sidewalk � °. COMMISSION W AND SPECIFICA TON .. ER • ID AIL MATERIAL ° — — — - Guideroil —324 —.o YIELD LINES-2O'-SBEFORE _ CONCRETE APRON TYP. 1-leodwan (TYP.) \ 322- MIDBLOCK CROSSWALK 12" WIDTH - REFER TO DETAIL 4 ON Top=320.4 SHEET DT-4. PERE MUTCDHS CP ON D B 15 APART cnan nel=316'8 X 1n6-316.3 N LAYOUT (S. MATERIALS PLAN PLANNING BOARD # 20190467 LAYOUT & Approved under authority of a resolution adopted MATERIALS PLAN by the Planning Board of the City of (Date) 0 15 30 60 120 Saratoga Springs. SCALE: 1"=30' (Chairperson) (Date Signed) PROD. N0: 780.00 LM — 1 SCALE: AS SHOWN DATE: 05/07/2019 SHEET 4 OF 19 NOTES: 1) SANITARY LATERALS TO BE 6" SDR 26/35 0 2.00% MINIMUM. LEGEND 2) ROOF LEADERS TO BE 6" SDR 35 0 1.00% MINIMUM SLOPE WITH 1.0' MINIMUM COVER. 3)CONSERVATION AREA TO BE MARKED WITH CONSTRUCTION FENCING EXISTING FEATURES PROPOSED FEATURES PRIOR TO ANY SITE DISTURBANCE. SEE SHEET DT-9 FOR CONSTRUCTION FENCING DETAIL. 4) BUILDING ELEVATION TO BE IN ACCORDANCE WITH THE CITY OF LIGHT POLE # SARATOGA SPRINGS HEIGHT REQUIREMENTS AND NOT TO EXCEED 50 FEET. YARD HYDRANT 5) CATCHBASINS DESIGNATED WITH * MUST BE DEEP SUMP CATCHBASINS WITH 4.0' MINIMUM SUMP AND INCLUDE FIRE HYDRANT WATER LINE I'W CB HOODS/SNOUTS ON ALL OUTLET PIPES WITHIN EACH CATCHBASIN v I SEE DETAIL 6 ON SHEET DT-2 (TYP.) 6) DEEP SUMP STRUCTURES SHALL BE CLEANED AND MAINTAINED BY SANITARY LINE THE APPLICANT UNTIL FULL BUILD-OUT OF PROJECT. FOLLOWING BUILD-OUT SUMPS SHALL BE CLEANED ONCE A YEAR BY CITY OF ° CATCH FRAM /GRAAESIN al SARATOGA SPRINGS DEPT. OF PUBLIC WORKS. 7) OCS2 SHALL BE EQUIPPED WITH 30" RECESSED FRAME & SOLID • SANITARY MANHOLE COVER SMH FRAME/SOLCO _ COVER. SANITARY CLEAN-OUT • IN \ \ aT STORM WATER LINE - - - - PROPERTY LINE n ` \ , Lands N/F Ofc EASEMENT LINE - - Add Realty e 181 \ 1202 Of Deeds At Pag ROOF LEADER BookRETAINING WALL WING CURB \ , STANDARD CURB i I ' ` CONSERVATION AREA. SEE SHEET DT-8 FOR COMPLETE CONSERVATION AREA LIMITS. OCU }>d ZO_- + Acres o Area = 8.43- , In w0z a= W 0-0_1K N Z I-I- C) E O Z Z Z Z OHZWO_O_W Q O L)H H Validation O w U o U? Llmits of D.E.C. aJ000Dcn DaaeLua DEC Wetland S-47 , (See Note #6) IIII Lands NSF Of LLC West Doctors 11 \ \ __ limits of Instrument No. 2013025499 D'EC Validation 111 Z 7) / I ( -----,„_ No. \ N. V C ca m N F Of o / / \ \ , - - - - I- vi Lands J / Station Lane Associates LLC / / \ CO2008039554 v 1 V♦ z \ o >_ Instrument No• " / o z o / Z o a / I / / _ a z U O L� J o 0- U N. ix / 111 ce 0 N. CC :"'L'E Z N omiZ / I SUBSURFACE STORMWATER / / ti ( W z ; �_ a I MANAGEMENT BASIN 1 TW=324.00 ...7 / / �/ ` \ Z i O # ES1 BW=323.75 ti 0 1 m 01 INV=322.27 • •;' / 7 \ \ D 322Wf / / 1 ` ti; N I Z a cwn 34'-15" HDPE 1i OCS1 w ' > \ 1 z J 00.502RIM=327.81 ` ` - i., N /I IIIIIIIIIIIL 324 ` INV IN=322.99(CHAMBERS) / f \ \ O 1 O Z t. INV IN=322.44(JELLYFlSHI) 4 / CO p 1 vi L� 10'-12 HDPE 326 \ INV OUT=322.44(ES1) '"� // �� \ V U 1 W tti� X328 O0'00x TW=328.10 SUBSURFACE STORMWATER A `�� y a TW=324.00 �� •\ BW=322.00 MANAGEMENT BASIN #2 / �� \ ` Q z ': Q c• ( ) / // N� \ Lands NSF Of Fz g co-n i N BW=322.00 -Mi, ROOF LEADER TYP. ` - Zi J Ir�miEriiII imi\lo. `�28 TW=323.75 /// ;\ \ ! , Jones a 390 > ...... N II-IMI-I_I-IU 9'-12' HDPE ooso2 -\',.. BW=321.00 / // 1484 Of D t Pag LIII a i\ • II---/-1IM--I JELLYFISHI / /// // ` eedS A \ TW=327.75 \ „ O RIM=327.69 +` • / \ Book E N m J NV IN=322.99(CHAMB �\ / // Iho4 111 I BW=322.00 . �." I III INV OUT=322.49(OCS1) `\. / INW-321.11 / // Z 1CC 32 _ ^ I Y L I �1` RIM-327.49 _� / / // ` \ �' ~ Q. . % 14'x" H1•E INV OUT=324.45(CHAMBE'S 324 \ TW=325.90 / / // / -� ` o °° _,, BW=321.00 / // // ict Q 326 ` , TW=323.00411111 D -In BW=322.00 �� 9 �J• 328 TW=324.25 /> // / ` � O I-�i. °n , i -.",.. °a ° 11 BW=321.00 / cliz.00�' /� INv=321.11 / 16'-12' HDPE � I I ` ` �� ilig otrH - -L.. _ .. AQ_ MilliiV Li‘ P - - J/Air JELLYFlSH2 ` Q I� ��, ` - - - - - RIM=324.03 a 41 ' I /0 324 INV IN=321.03(PIPE GALLERY) I / y 1 FFE- 3 � ° / INV OUT 21.0.53(OC G I t PROPOSED 3-STORY 11-UNIT TW=324.25 RIM=3DM00 / 9 / 324 - 2s.72 , BW-324.00 _ . 105 _ RIP-RAP DOWNSLOPE OF F APARTMENT BUILDING FFE- 329.25 I� INV IN-321.11(CB4) 31' 12" HDPE PROPOSED SANITARY PROPOSED 3-STORY 12-UNIT - _ >- - �:_.._.._.._.._.._. _.._.._<-=' ...--! tJ o� , / I APARTMENT BUILDING INV our-321.11(PIPE GALLERY) /- - -' -' - '- - 00.502 SIDEWALK TO EDGE /. ati a 1 4,274± S.F. FOOTPRINT 1 / 1 - - valid CLEANOUT (TYP.) / I /PROPOSED ht�= 327.50 1 RIM 324.33 GRADING LIMIT. (TYP.) / /p E.C• H X 320.'3 4,516 S.F. FOOTPRINT I 322` - / I I 3- TORY 6-UNIT 1 I INV IN=32038(JEYFISH2) o 116' (17 PARKING STALLS REQUIRED) ts DECead # � 0 Ii : INV IN=320.91(CB6) INV OUT=320.38(ES2) (See Note 6 01 P P ED 6" SDR 26/35 SANITARY (18 PARKING STALLS REQUIRED) X 320 f 117' �,5���� � I 2,21 S.F. FOOTPRINT I� I 1 4.4 Z SERVICE 0 2.0% ,MINIMUM SLOPE (TYP.) SEE ( z <� , / INV=318.39± 16'-12" HDPE DETAI. 4 0 SHEET DT-3 FOR SANITARY INV-319.15i I 326 I I �`� ►,� I w INV=3,8.62± , ; .,'�. I 324=111.11100.50 S2 , a ]Nei LATERA. ON RUCTION AND CONNECTION. I I - - 1 ammm. I 1 / , !,'I`� __ _ , I O wv=320.30 I Z CC i O\ MND _ �� � � .1�, CO O `=I � �r- co M� ����.������,���. -vim _ - - O N N ��► i� • 6 ,`�,�,�,�� • - _�� 39'-12" HDPE JAI ' W W D CO 32 �,,, '�,,� 63'-12" HDPE .J ~� 00.502 s (] \ 2 -- 00.002 �. TW 322.00 2 �ti __�� 1 .���•��j� _ 11 1 2_�;! Tw=322.00 _ a W g> o� ° ° ° ° ° is- ..: BW=321.03 \� Z . 7W=324,90 . . BW=320.50 . . 7 /� d ,O \ • " I� M�9 • . / )( ti :� : , BW=321..81' (. . 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SAN SAN �'V SAN SAN `V SAN +J??p' N S Jas SAN SAN I Q �(] 8" PVC �� .‘94 ,r,0:�o 'eo`'a � ?!�,g II M Ir 4 � W cL R co in ° I ° W o ° W ° ° a al ° a °�/ ° 41 tl• 1611.01 324 • GUlderall 'Th, <.. - - - SPOT GRADING PLAN - EAST PLANNING BOARD # 20190467 SPOT GRADING 0 10 20 40 80 Approved under authority of a resolution adopted PLAN SCALE: 1"=20' by the Planning Board of the City of (Date) Saratoga Springs. (Chairperson) (Date Signed) PROJ. NO: 780.00 sG_ 1SCALE: AS SHOWN DATE: 05/07/2019 SHEET 6 OF 19 TABLE 5.3 SOIL RESTORATION REQUIREMENTS* TYPE OF SOIL DISTURBANCE SOIL RESTORATION REQUIREMENT COMMENTS/ EXAMPLES RECOMMENDED SOIL EROSION AND PARTICULAR MEASURES: MAINTENANCE OF EROSION CONTROL MEASURES SEDIMENT CONTROL MEASURES 1. IMMEDIATELY FOLLOWING COMPLETION OF ANY AND ALL SOF H THE PROPOSED THE DEVELOPER/CONTRACTOR OR THEIR BUILDER SHALL INSPECT AND MAINTAIN LEGE ` D NO SOIL DISTURBANCE RESTORATION NOT PERMITTED PRESERVATION OF NATURAL FEATURES STORM DRAIN INLETS, STORM DRAIN INLET PROTECTION SHALL BE THE INTEGRITY AND FUNCTION OF ALL TEMPORARY EROSION CONTROL MEASURES MEASURES SHOWN ARE TO DEFINE INTENT. ACTUAL MEASURES WILL BE IMPLEMENTED CONSTRUCTED. THROUGHOUT THE DURATION OF THE DEVELOPMENT PROCESS. TO ASSURE MINIMAL SOIL DISTURBANCE RESTORATION NOT PERMITTED CLEARING AND GRUBBING AS SITE CONDITIONS WARRANT BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE PROPER FUNCTION, SILTATION BARRIERS SHALL BE MAINTAINED IN GOOD ALL NEEDED CONTROL MEASURES TO PREVENT SOIL EROSION. 2. DRAINAGE DITCH SEDIMENT FILTERS: UNTIL SUCH TIME AS FINAL SITE CONDITION AND REINFORCED, EXTENDED, REPAIRED OR REPLACED AS NECESSARY. AREAS WHERE TOPSOIL ISAERATE** PROTECT AREA FROM ANY ONGOING STABILIZATION IS COMPLETED, DITCHES SHALL RECEIVE TREATMENT WITH WASHOUTS SHALL BE IMMEDIATELY REPAIRED, RE-SEEDED AND PROTECTED FROM U U U U AND APPLY 6" OF CONSTRUCTION ACTIVITIES STONE CHECK DAMS SO AS TO EFFECTIVELY TRAP SEDIMENT AND MINIMIZE FURTHER EROSION. ALL ACCUMULATED SEDIMENT SHALL BE REMOVED AND O O O O STRIPPED ONLY - NO TOPSOIL GENERAL MEASURES: CONTAINED IN APPROPRIATE SPOIL AREAS. WATER SHALL BE APPLIED TO NEWLY O O O O CHANGE IN GRADE ITS RELEASE OFF-SITE. STONE CHECK DAMS SHALL BE CONSTRUCTED WITHIN O O O O EROSION CONTROL MATTING 1. DAMAGE TO SURFACE WATERS RESULTING FROM EROSION AND SEDIMENTATION EACH DITCH BEGINNING AT ITS DOWNSTREAM TERMINUS AND SHOULD NOT BE SEEDED AREAS AS NEEDED UNTIL GRASS COVER IS WELL ESTABLISHED. TO 0000 SHALL BE MINIMIZED BY STABILIZING DISTURBED AREAS AND BY REMOVING PLACED AT INTERVALS EXCEEDING 20 FEET. EFFECTIVELY CONTROL WIND EROSION, WATER SHALL BE APPLIED TO ALL EXPOSED SEDIMENT FROM CONSTRUCTION SITE. SOILS AS NECESSARY UNTIL GROUND COVER IS PERMANENTLY ESTABLISHED. AREAS OF CUT OR FILL APPLY FULL SOIL 3. TOPSOIL AND FILL THAT IS TO REMAIN STOCKPILED ON-SITE FOR PERIODS SEDIMENT CONTROL FENCE RESTORATION*** 2. INSOFAR AS PRACTICABLE, EXISTING VEGETATION SHALL BE PRESERVED. GREATER THAN 14-DAYS SHALL BE STABILIZED BY SEEDING AND MULCHING. FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES IN ANY PORTION PROVIDE SILT FENCE EROSION CONTROL DOWNGRADIENT OF SOIL STOCKPILE OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL AREA. a INLET PROTECTION EXPOSED SOILS. 4. IN NO CASE SHALL ERODIBLE MATERIALS BE STOCKPILED WITHIN 25 FEET OF HEAVY TRAFFIC AREAS ON APPLY FULL SOIL RESTORATION 3. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE AREA ANY DITCH, STREAM, OR OTHER SURFACE WATER BODY. SITE (ESPECIALLY IN A (DE-COMPACTION AND COMPOST AND DURATION OF SOIL DISRUPTION. ZONE 5-25 FEET AROUND ENHANCEMENT) 5. PERMANENT VEGETATIVE COVER: IMMEDIATELY FOLLOWING THE COMPLETION OF BUILDINGS BUT NOT WITHIN 4. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT A 5' PERIMETER AROUND CONVENIENCE" SHALL BE AVOIDED. VEGETATION SHALL BE ESTABLISHED ON ALL EXPOSED SOILS. FOUNDATION WALLS) TEMPORARY SEDIMENT CONTROL/PERMANENT STORMWATER 6. ALL HEALTHY TREES OF DESIRABLE SPECIES ARE TO BE PROTECTED FROM BASIN TO BE UTILIZED AS A TEMPORARY SEDIMENT CONTROL * TAKEN FROM PAGE 5-22 OF NEW YORK STATE STORMWATER DESIGN MANUAL. (AUGUST, 2010) DAMAGE. ALL UNNECESSARY REMOVAL OF HEALTHY TREES SHALL BE BASIN DURING ROAD CONSTRUCTION. ** AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR-DRAWN IMPLEMENTS WITH COULTERS AVOIDED. TEMPORARY SWALE TO BE CONSTRUCTED TO DIRECT MAKING A NARROW SLIT IN THE SOIL, A ROLLER WITH MANY SPIKES MAKING INDENTATIONS IN THE CONSTRUCTION PHASE STORMWATER TO TEMPORARY SEDIMENT SOIL, OR PRONGS WHICH FUNCTION LIKE A MINI-SUBSOILER. 7. THE CONTRACTOR IS TO ADHERE TO ALL REQUIREMENTS SET FORTH IN THE BASIN. SWALE TO BE MODIFIED AS CONSTRUCTION *** PER "DEEP RIPPING AND DE-COMPACTION, DEC 2008". A COPY IS INCLUDED WITHIN THE SWPPP. PROGRESSES TO PROPOSED GRADE. APPROVED SWPPP. 8. WETLAND PROTECTION FENCE SHALL BE INSTALLED ALONG THE PERIMETER TEMPORARY SEDIMENT BASIN TO BE CLEANED AND CLEARED OF OF WETLANDS PRIOR TO THE START OF CONSTRUCTION. ACCUMULATED SEDIMENT & SEEDED AND MULCHED ONCE CONSTRUCTION HAS BEEN COMPLETED. TEMPORARY SEDIMENT CONTROL/PERMANENT TEMPORARY SEDIMENT TO PROVIDE 3600 CF OF STORAGE PER STORMWATER BASIN TO BE UTILIZED AS A TEMPORARY SEDIMENT CONTROL BASIN DURING ROAD DISTURBED ACRE. CONSTRUCTION. MAXIMUM AVAILABLE STORAGE IN TEMPORARY SEDIMENT BASIN TEMPORARY SWALE TO BE CONSTRUCTED TO DIRECT =2500 CF. CONSTRUCTION PHASE STORMWATER TO TEMPORARY SEDIMENT BASIN. SWALE TO BE MODIFIED AS I, \ CONSTRUCTION PROGRESSES TO PROPOSED GRADE. ` � 1 Limits of D.E.C. Validation TEMPORARY SEDIMENT BASIN TO BE CLEANED AND — CLEARED OF ACCUMULATED SEDIMENT & SEEDED I \ DEC Wetland 47 ♦ N/F Of AND MULCHED ONCE CONSTRUCTION HAS BEEN ` �. y (See Note #6) ♦ 1�/est aDoctors LLC COMPLETED. I \ 2013025499 x ■� �' Limits of Instrument No TEMPORARY SEDIMENT TO PROVIDE 3600 CF OF I1 ` . SEC. CU Validation }}a STORAGE PER DISTURBED ACRE. /. Z o N Lu)- U z MAXIMUM AVAILABLE STORAGE IN TEMPORARY �� � ♦ Q 3 w p0 NwQw SEDIMENT BASIN =2000 CF. ` ;' w o-o J z •000( I I / O w 0 U J U? I La Oi 3 / QJpOOU(n J Lands N/F Of I o / / / — — (------ o Station Lane Associates LLC I / / 2008039554 v Instrument No. w / I / �► ♦ 0 SWPPP GRADING LINE `/ / / / / ��� \ — ‘ \ (n 11 ��� w - �Li/ m "' SEDIMENT CONTROL FENCE ✓ / N/ 0 _.1 1 ‘ \ / -(TYP.) REFER TO DETAIL 2 ` /" ♦ z o ° . • _° .• • ° o 0 0 0 ON SHEET DT-1ii - ` . ° � • ° _ • °_ • °..moo _°. moo _ • �o ;. _o _oo \ Z Q Z /1 s. �• � ° c° -o • -° e° •• _° .•°•oo° •�o°° °o ° °oho REFER TO DETAIL 6 ON SHEET / I �/ ` d l 1 7� �°s• °0�2s° •o°e.�°,... ._...„2.. .. z.,00-_0 .0 .\_,00 .0 . 4,�s0 _ (33 ° 1DREA FOR CONCRETE SPECIFICATIONS WASHOUT / �ti / 1: I O o a o / I / Z °O •• -Aillgr ® C. i INLET PROTECTION (TYP.) REFER ritke l I // ` ♦ Lands N/F Of Z a a I • I�I���'t was . 2 0 • _ . a, Q - \ ` • Jones oC o N Ire_ ,� ��" ISI �•\ TO DETAIL 5 ON SHEET DT-1 I ~ . I iffmr�� .&,,A. l V —�� / P�,t� ♦ ok 1484 Of Deeds At Page 390 / I o �—�����i o 11 16.t, tec. 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Q O a •Ti res=T''Tr-r-r v — -r�=Ts•Ts' T�=� s. -_. _- _-. -- _ - - - a °< . ° I a ° J Cuiderail Z_ El_ Headwall IIJ OZ : O p J J a rnn=320.4 D Z Z r i m - LLI ; Z W Q N LANDSCAPING PLAN HZ e z Q w Cl) R i >- o r / v o I U I CC 0 15 30 60 120 I0 z . a N I ` 0 N SCALE: 1"=30' Z > I PLANTING LIST: NOTE: SIF REQUIRED LANDSCAPE MATERIALS AND/OR SIZES ARE Nal OBTAINABLE, SUBMIT PROPOSAL o N OF ALTERNATIVE MATERIALS TO OWNER/LANDSCAPE ARCHITECT FOR APPROVALS AND SUBSTITUTIONS. LLI to — . - N p 1 Ey I 'J00 Ile WoC `y I ABRV BOTANICAL NAME COMMON NAME QTY SIZE COND SPACING REMARKS WE, D. Q I a \ °�' AR ACER RUBRUM RED MAPLE 4 3" CALIPER B&B AlHOWN N =' // CO CELTIS OCCIDENTALIS HACKBERRY 6 3" CALIPER B&B S SHOWN ' / HA HYDRANGEA ARBORESCENS INVINCIBELLE SIRITY HYDRANGEA 7 #3 CONT. AS SHOWN Fr HQ HYDRANGEA QUERCIFOLIA WHITE OAKLEAFED HYDRANGEA 4 #3 CONT. AS SHOWN SPECIES - �y' HOSE = y IV ILEX VERTICILLATA RED SPRITE WINTERBERRY 6 #5 CONT. AS SHOWN LLICg WRAP: WATERPROOF EVERGREEN i DECIDUOUS OV OSTRYA VIRGINIANA HORPHORNBEAM 6 3" CALIPER B&B AS SHOWN FRUITLESS Z N TREE WRAP - APPLY • .. 0 IN 4" WIDE STRIPS 0 /i� ✓, t J r WIRE NO. 10 GAUGEAllef %'��v������'-,_.:_-4- 'OK ml MULCH - 3" MIN. ri �������� BARK MULCH [� �� w�j0 ko- 3" MIN. 0 SAUCER STAKES 2" - 2 1/2" DIA. OR I i i'� q��1� `� LLj — 07 CUT & REMOVE TOP 1� ��1u'� -- SQ. 8' LONG. USE 3 STAKES 1/3 OF BURLAP �� ,� FINISHED GRADE O_ Q — w FINISHED GRADE �� 011 FOR OVER 2" CAL. 2 STAKES I I 111m=nnnl 11111111_unm1111pnnnnminnlllnnl1lnlnnlllm111 num ;_ FOR 2" CAL. & UNDER. _ = 911nnnnmil!nllllllllllunnnlllllllllnm!mllnllllllllllllllllllllllllllllllllllllllllllllll1- - 17L1 — Z O 1 el1- �N AMENDED TOPSOIL MIXTURE IN THE = I I I I1= UNDISTURBED SUBGRADE111111111111" U FOLLOWING RATIOS BY VOLUME: I ,��� .�.�.���.���, III III I I I ...-.._..�- I III _ AMENDED TOPSOIL MIXTURE IN Q 0 I_LI 0 N 0 ��� ��� ���� III= j`--� !Oi �i�i�i�i�ii�i�i! THE FOLLOWING RATIOS, U o; 20 PARTS TOPSOIL III ������������ III �i�i�i�i� �i�i Q } ♦���������♦ — .::���������, BY VOLUME: F W g Z o] 4 PARTS PEAT MOSS 11 I I ��""'�'�. III-I I ;III �� 1 a -CO 2 PARTS PEAT HUMUS III 1=1 IF 1 1 1 20 PARTS TOPSOIL y N Q III— i=iii m III=1 . —_i SS 2 PARTS PEAT HUMUS4 PARTS PEAT Oz z =ill Q J � 1 PART FERTILIZER (10-6-4) 1"1 — 1 1 a 1I -111-111-111-111-111—II II II I- I I11111I1 12„ E.11 1=1 1=III=III-III -I 1 PART FERTILIZER (10-6-4) UNDISTURBED SUBGRADE \ 12" 4 ,_, I TYP. z NOTES: NOTES: 1. MAJOR TREES (STREET & SHADE) SHALL BE 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) 1. PRUNE 1/3 TOP GROWTH ON DECIDUOUS TREES & SHRUBS AS NEEDED. REMOVE ALL DEAD CANE. W 2. MINOR TREES (SMALL ORNAMENTALS) SHALL BE 2" MIN. D.B.H. 2. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED 3. SEE SUBDIVISION CONSTRUCTION REGULATIONS FOR RECOMMENDED STREET TREE SPECIES. BY THE CITY OF SARATOGA SPRINGS:BOTANICAL OMANINAN NAME 4. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: C. COMMON NAME A. BOTANICAL NAME D. TOTALQUANTITY B. COMMON NAME E. HEIGHT C. TOTAL QUANTITY4111111111111111 11111111161) E. SPREAD D. HEIGHT OR TRUNK DIAMETER F. SPACING E. SPACING G. ROOT TYPE (.., DECIDUOUS TREE PLANTING DETAIL 2 SHRUB PLANTING DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS PLANNING BOARD # 20190467 LANDSCAPING Approved under authority of a resolution adopted PLAN by the Planning Board of the City of (Date) Saratoga Springs. (Chairperson) (Date Signed) PROD. 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Z a Ei J CO) O R I >. o Z U 1i 7 N 1 STERNBERG MODEL Im O o ! 7 N 1 ` � N � N I 3" TO 4" TAPERED POST - a - N w 6061-T6 STRUCTURAL GRADEco = ALUMINUM 0.125" WALL N 1 J Cv N0, 4212-T Schedule E Z Lu BLACK FINISH POLE WELDED FOR SINGLE UNIT Catalog Number Lumens Per Light Loss ' CC Symbol Label Quantity Manufacturer Description Lamp Filename Wattage w CONSTRUCTION Number Lamps Lamp Factor 8 See Detail 1 this sheet CL p \ A for all Light Details per a City of Saratoga CIE co Springs Standards O 5 DSXW2 LED 20C DSXW2 LED LED 1 DSXW2_LED_20 7701 1 73 04 IH ACCESS DOOR WITH FLUSH STAINLESS 100040KT3M WITH2LIGHT C_1000_40K_T3 STEEL ALLEN HEAD SCREWS MVOLT ENGINES,20 M_MVOLT.ies w g a ...... B LED's,1000mA Z N DRIVER,4000K 17" DIA. BASE WITH 0.750" FLOOR LED,TYPE 3 Z THICKNESS. 4 ANCHOR BOLTS AND 1 MEDIUM OPTIC CE 0 GROUND LUG. INSTALL LIGHTS DIRECTLY 2 Lithonia Lighting DSX1 LED 40C DSX1 LED WITH LED 1 DSX1_LED_40C_ 7204 1 88.79 H rn ON BASE USING 7/8" DIA. x 1/8" THICK 700 40K T3M (2)20 LED 700_40K_T3M_ Z V U MVOLT HS MA LIGHT ENGINES, MVOLT HS 7 O WASHERS L RIGHT ROTATED es CO ZLIJ N CB - 3/4" CHAMFER (TYP) O TYPE T3M a 1- C OPTIC,4000K, J I 0 ''700mA WITH CC ]0 ('1 ig1N\ ZINC-PLATED ANCHOR BOLT ASSEMBLY HOUSE SIDE IM O CO 0 N PER MANUFACTURER'S RECOMMENDATION SHIELD,FOR Q H W •U 0 � a WW � 0 � a 0.25" WALL 1 I N1.OTE INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN I N - �_ 3» a. . . FINISHED AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER). z - I Q ID \�% %/\�%/\\%/. . ..° -'a • //\/\\/N. GRADE UI _i \/\/\/\ /\\/\\/\\ 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAYING THE w • z /i\/\/\/: ,: ,//\//\//\ /\//\//\! :<.:. ;° .•. \/\/\/' ELECTRIC BILLS UNTIL ACCEPTED AND TAKEN OVER BY THE CITY OF SARATOGA SPRINGS. 4I / • . 'z >,,*/ 4000 PSI kZ I� j \\\jam; ; \\// CONCRETE BASE 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE J / // i• \ WITH SONOTUBE W 1 ,\ /, . ,//\\// , FIBER FORM 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS 1 � ,��\; '. \\\�� REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND -a.\ !. , 20" DIA. GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH I ! ± '. "%. SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE I / : - •. ' ° . ,/// ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH /�. .° _ ^\/\�� COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX 2" PVC SCHEDULE TIGHT \\\\�� .->/ 80 NO DIRECT11111 FUSEHOLDERER ALFERRAZ SHAWMUT FEBGRID'S STANDARDS. -2 10N2 E1PIN 600V WITH 5 AMP G ONLY ONE TFUS�VWITH IDE NINSULA OR , .• : •. \\\ BURIAL .//\/.;. a. � \ BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE \j\/p . • \\\ THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND �/\ \/ GROUND ROD PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN /\\� /'�`� '�/•i '�� %\//\\ BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO //,\/\/\/\/\/\/\j\\� PER N.E.C. 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 PLANNING BOARD 20190467 SUBGRADE - UNDISTURBED OR COMPACTED TO 90% PROCTOR WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. 20" Approved under authority of a resolution adopted LIGHTING PLAN DECORATIVE STREET LIGHT - [LED] DETAIL (Date) by the Planning Board of the City of CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. Saratoga Springs. \ \ (Chairperson) (Date Signed) PROD. NO: 780.00 LT- 1 SCALE: AS SHOWN DATE: 05/07/2019 SHEET 9 OF 19 50' MIN. 36" MIN. FENCE POST, DRIVEN 6" #2 & #3 STONE MINIMUM 16" INTO GROUND MIN. S. SILT FENCE FABRIC (MIRAFI 100X) 10'-0" O.C. MAX. WOVEN WIRE FENCE (MIN. W/WOVEN WIRE FENCE (MIN. 1432 14)2 GA W/MAX 6" MESH 0.1".". GA W/MAX 6" MESH SPACING), SPACING) I - EMBED FABRIC IN GROUND 6" MIN. II I 36" FENCE POST, DRIVEN ....... II OR APPROVED EQUAL COMPACTED z iiiiiiiiiiiii... ■....MINIUM2 OR FUEL STORAGE PROFILE ■■■■■■■■■■■■■■ W W W �1 SLOPE OR LESS (OPTIONAL) PAVEMENT N /1RGROUND ::::::::::: : •■•.■•■■■■■■ SILT FENCE EXISTING EL W ` W ` W ` W ` W ` W ` W W GROUND "."ttla. � W .. .. .. .. .. .. W !I ` WWWWWWWWW 50' MIN. - 10' z_ -I III \ = II �.-' 1'/� . W . W . i . i . W . W . W . W . W . W . W . W . ` W ` - . - . `,11 FA MI,,m11 III-III IIIIIIIII-III- 1 FILTER FABRIC, n _A. CO 1 1=1 1 1 1 1 1 I-I 6" EMBED IN GROUND I / / I ISI-III III -III IIS � o MIN. SLOPE , i�i�i�i�i� e6" MINIMUM N I M U M >i,��i,��i,��i,� _ _ e° f ��� - SOIL BACKFILL � 1/ "� "` . ..,._ . . ,>�������<%<%<%<% ° �� 1 12'8° •i wa> y � �\��\��\��\��\��\��, ff 12' y MIN. •f -III 1 SLOPE R SLOPE 6" OF 3-INCH MARAFI 100X Iff1MI MIN. PERSPECTIVE VIEW \ SILT FENCE STONE BEDDING FABRIC BEDDING a 1e SECTION °1 SLOPE LENGTH/FENCE LENGTH (FT) CONSTRUCTION SPECIFICATIONS: SLOPE STEEPNESS STANDARD REINFORCED SUPER 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY 1. AREA CHOSEN FOR STORAGE OPERATIONS SHALL BE DRY AND STABLE. PROVIDE CULVERT PIPE UNDER 10'R - 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE <2% <50:1 300/1500 N A N A AND STABLE. ENTRANCE TO CONVEY UPLAND / / DRAINAGE AOBE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR 50:1 TO 10:1 125/1000 250/2000 300/2500 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 2. MINIMUM DISTANCE TO A NATURAL WATER COURSE SHALL BE 50'. 2-10% HARDWOOD. / / 10-20% 10:1 TO 5:1 100/750 150/1000 200/1000 3. THE TOP SIX INCHES OF NATIVE MATERIAL SHALL BE REMOVED FROM PLAN VIEW 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES 3. SILT FENCING SHALL BE PLACED 5' DOWNSLOPE OF EACH MATERIAL/FUEL STORAGE AREA AND REPLACED WITH MARAFI 100X SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 20-33% 5:1 TO 3:1 60/500 80/750 100/1000 PILE. UPON COMPLETION OF SOIL STOCKPILING, TOPSOIL GEOTEXTILE FABRIC AND 6" INCHES OF CRUSHED STONE BEDDING. CONTRACTOR SHALL REMOVE MATERIALS AND RESTORE 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 33-50% 3:1 TO 2:1 40/250 70/350 100 500 SHALL BE STABILIZED WITH SEED AND MULCH IF NOT TO BE CRUSHED STONE SHALL MEET NYSDOT ITEM NO. 623.11 SPECIFICATIONS. ENTRANCE AREA, ESTABLISHING VEGETATIVE COVER. / / DISTURBED/UTILIZED WITHIN 14 DAYS. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE >50% >2:1 20/125 30/175 50/250 4. SILT FENCING SHALL BE PLACED 5' DOWNSLOPE OF STORAGE AREA. OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER 4. SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILT FENCE. FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. STANDARD SILT FENCE (SF) IS FABRIC ROLLS STAPLED TO 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT CLEAN 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT CONSTRUCTION SPECIFICATIONS: WOODEN STAKES DRIVEN 16" IN THE GROUND. RUNOFF FROM STORAGE AREAS. REFER TO EROSION AND SEDIMENT 1. STONE SIZE - USE #2 STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED REINFORCED SILT FENCE (RSF) IS FABRIC PLACED AGAINST CLEAN RUNOFF FROM STOCKPILE AREAS. REFER TO EROSION CONTROL PLAN. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM EQUIVALENT. WELDED WIRE FABRIC WITH ANCHORED STEEL POSTS DRIVEN AND SEDIMENT CONTROL PLAN. LENGTH WOULD APPLY). 16" IN THE GROUND. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SUPER SILT FENCE SS IS FABRIC PLACED AGAINST CHAIN SOIL STOCKPILE FUEL OR MATERIAL STORAGE AREA 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. "BULGES" DEVELOP IN THE SILT FENCE. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE LINK FENCE AS SUPPORT BACKING WITH POSTS DRIVEN 3' IN �+ �-+ INGRESS OR EGRESS OCCURS. TWENTY FOUR (24) FOOD IF SINGLE ENTRANCE TO SITE. THE GROUND. MATERIAL STORAGE s. SOIL 5. FILTER FABRIC - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SEDIMENT C O N TR O L FENCE STOCKPILE STABILIZATION DETAIL SLOPES WILL BE PERMITTED. 2 C-3j }}a7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKINGSCALE: NTS Z o 0OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS _�•� 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH / o o N Q w DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. w o-o_1? 0 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. N z~~ z 0 A' f r CONCRETE WASHOUT AREA i<oo m o o w STABILIZED 2"x4" WOOD FRAME 0 ° 0 0 0 A:l° 10'X10'X3't DEEP D z STAKE o SILT FENCE Q Q o>w Q 1- t Qtp00D(n J CONSTRUCTION ENTRANCE r 1.5' MAX. i � SILT FENCECONCRETE WASHOUT AREA FABRIC10'f0 / CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS � '='� _=3 1o'x1o'x3't DEEP (MIN.) -' MIN. A __ °1 ■--=" ::�-; :: � SIGN IDENTIFYING SITE -----L„,, � _ - ■■ o AS A CONCRETE I %I111111111 o PAVED ROADWAY - - 11=I 1 I=I I I=III / WASHOUT AREA IIIIIIIIII 111 111 I11 III Z =III=III=III-III • 0 11=111=111=1117 ° 10' WIDE GRAVELIllan O ENTRANCE FROM PAVED FILTER FABRIC, MARAFI - DROP INLETBURIED FABRIC ° ROAD TO WASHOUT AREA 100X OR EQUAL I WITH GRATE ° 10 MIL MIN. U FRAME N n�,� cam) le0 0 o o PAVED ROADWAY POLY/PLASTIC 12" OF #1 OR #2 CRUSHED = z ------\ 11§0::..„ _ .ffff _ LINER STONE FROM PAVED ROAD CC STONE FILL APRON SIZING* ;Ou° ' S - = = TO WASHOUT AREA Li_ a�!�:_: -I I-III-III- _ �" u - - -1I I-111=1I I-III z w A' f SECTION A'-A' o z PIPE SIZE PIPE STONE DIMENSION NYSDOT STANDARD APRON THICKNESS APRON LENGTH F , i n J 1' MIN. = = -III v♦ - A-n B n [d] (IN.) SLOPE [d50] (IN.) STONE FILLING [T] (IN.) [La] (FT.) I,� E111=111=111=111 j PLAN Z 6 Q _ - �m .... IIIIIIIIII- r a ,� 1;./U�"x,,,, .,�' 0-3% 4 LIGHT 18 10 ���R -�- ' GATHER III-III-III=III o a �Ua ,���000 '�. ACCESS AT 111111111111111111111= m U 1 8 I r-‘,'_00!1,1ggg 12 3-7% 6 LIGHT 18 14 � ��`� CORNERS V z_ 7-10% 9 MEDIUM 24 15 CONSTRUCTION SPECIFICATIONS MAINTENANCE AND CLEANING Z a a cr [ � DISCHARGE TO6 d < d/2������ + (EMl-CONFINED SECTION 0-2% CONSTRUCTION SPECIFICATIONS: 1. CONCRETE WASHOUT LOCATION SHALL BE A MINIMUM OF 50' 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, o O o z i.��//`�/`�/`�/ MAXIMUM TAILWATER 6 LIGHT 18 14 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM FROM SENSITIVE AREAS. STORM DRAINS OR DIRECTLY ONTO GROUND. O `` ���O�O�O�O� CONDITION) 15,18 2-5% 9 MEDIUM 24 20 APPLICATIONS. 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. z a o 0 0 0 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE /°, a.��. -�� MINIMUMS. CONCRETE WASHOUT FACILITY SHALL BE 3. PLACE A SECURE NON-COLLAPSING, NON-WATER W z , ,r 5-10% 12 MEDIUM 30 24 OVERLAPPED TO THE NEXT STAKE. CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND COLLECTING COVER OVER THE FACILITY PRIOR TO PREDICTED Z ; I ✓°�,•I �'O� 0-1% 3. STAKE MATERIALS WILL BE STANDARD 2"x4" WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED WET WEATHER TO PREVENT ACCUMULATION AND OVERFLOW. a ' (-1 m N �° , 6 MEDIUM 24 14 3 FEET. BY WASHOUT OPERATIONS. (APPROX. 60 GAL. OF WATER/WASTE 4. REMOVE AND DISPOSE OF HARDENED CONCRETE AND W v Z w J N 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS PER TRUCK) RETURN THE STRUCTURE TO FUNCTIONAL STATE. I Z w ' a a > A--I B- 1-2% 9 MEDIUM 24 20 GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING O z a ww 24 3. PLASTIC LINING MATERIAL SHALL BE 10 MIL(MINIMUM) POLY o o La 2-5% SUPPORT. SHEETING AND BE FREE OF HOLES, TEARS, OR OTHER DEFECTS OR DAMAGE AND REPAIR AS NECESSARY (RE-LINE THE CO) 0 o: I >- N z 12 MEDIUM 30 26 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. STRUCTURE WITH NEW POLY SHEETING AFTER EACH 0 U i? PLAN VIEW FASTENED TO THE STAKES AND FRAME. w - w 5-8% 18 HEAVY 36 30 4. WASHOUT FACILITY MUST BE CLEANED OR NEW FACILITIES MUST CLEANING). Cl) a cr i 6. A 2"x4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW 0 N i Q BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS z • N RISER STABILITY. O 0-3% 12 MEDIUM 28 28 75% FULL. POLY LINER TO BE CHANGED WHEN CONCRETE o iZ MIN. DEPTH = DISCHARGE OR 7. MAXIMUM DRAINAGE AREA 1 ACRE. ~ N i N a TAILWATER DEPTH, WHICHEVER 30 WASHOUT AREA IS CLEANED. Z q - c N DEPTH DICTATED BY 3-6% 18 HEAVY 36 36IS GG w o CHANNEL SECTION AT W a DISCH. 4------,_� GREATER END OF APRON 0-1% 9 MEDIUM 24 24 i FABRIC DROP INLET PROTECTION i- - CONCRETE WASHOUT AREA y , J ic d/z PIPE =0%�_ -- 6"MIN. 1-2% 15 HEAVY 36 32 5 CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTSi z W _ 36 \ / SCALE: NTS z �i O CO�O�OvO 2-4% 18 HEAVY 36 40 OC w /� no no no no o 3'MIN. d a MCC GRADED AGGREGATE 4-6% 21 HEAVY 38 45 Q N o FILTER OR FILTER CLOTH ' END SECTION --,/ rTh 0-1% 12 HEAVY 28 28 0 I PROFILE VIEW 1.0'-'■- 1-2% 15 HEAVY 36 36 MIN. 12" I- 42 -ANCHOR pa 2-3% 18 HEAVY 36 42 ( ) - TOP OF SLOPE W „� ' w = d + 0.4 La TYP. Q w = d + 0.4La 2H 3-4% 21 HEAVY 38 45 ZU) 4" d/2 i1V� 4 \ Q O %moo. 0-1% 12 MEDIUM 28 32 1-2% 18 HEAVY 36 42 \\\ OFPR SLOPE POSEDFACE miit 111 0rn --- \ O GRADED AGGREGATE - 48 2-3% 24 HEAVY 44 48 \ GRADED AGGREGATE -j' FILTER OR FILTER CLOTH \\ O Z z N FILTER OR FILTER 3-4% 24 HEAVY 44 52 24" MIN.L*1- \\ - CONTRACTOR TO INSTALL Z U Q - w CLOTH SECTION A-A SECTION B-B \\ EROSION CONTROL J ]O O (AT END OF CULVERT) (AT END OF APRON) 0-1% 18 HEAVY 32 44 I -- COVER SHALL BE SEEDED AND \ BLANKETS (COCONUT Z Z 1 O *SEE RIPRAP STANDARDS AND SPECIFICATIONS ,-------- MULCHED AS SOON AS REQUIRED ` FIBER OR JUTE) O W W N 1-2% 24 HEAVY 43 58ELEVATION IS ACHIEVED \ \ p U o] LO FOR MAXIMUM TAILWATER CONDITIONS & STONE FILL AND APRON SIZES 60 \ \ I a UliI-U g Z o] 2-3% 30 HEAVY 54 66 H 1 I MIN. 6" TOPSOIL AND \ LIMITS OF DISTURBANCE N d -M 3-4% 33 HEAVY 59 70 SEED WITH SLOPE MIX \ \ CO) z J o] NOTES: 3 \ rm - z Q LO 1. APRON DIMENSIONS ARE BASED ON PIPES FLOWING FULL; USING ACTUAL *THE ABOVE TEXT IS BASED ON: \\ d FLOWS MAY RESULT IN DIFFERENT APRON DIMENSION. NYSDEC "NEW YORK STATE STANDARDS & SPECIFICATIONS FOR EROSION & SEDIMENT CONTROL" - w 2. MINIMUM THICKNESS OF THE STONE FILL LAYER SHALL BE 1.5 TIMES THE FIGURE 5b.12 OUTLET PROTECTION DESIGN - MINIMUM TAILWATER CONDITION (DESIGN OF OUTLET I MAXIMUM STONE DIAMETER FOR d50 OF 15" OR LESS; & 1.2 TIMES THE PROTECTION FOR A ROUND PIPE FLOWING FULL, MINIMUM TAILWATER CONDITION: Tw < 0.5Do) HAY BALE DIKES AS SHOWN ON z N MAXIMUM STONE SIZE OR d50 GREATER THAN 15". GRADING PLAN - CONTRACTOR (USDA-NRCS) TO MONITOR AND REPLACE AS .. =1111 NEEDED OR A.O.B.E. HAY BALES RIPRAP OUTLET PROTECTIONTO REMAIN UNTIL A PERMANENT . ,- EXISTING GRADE - STREAM Czl- VEGETATIVE COVER IS ESTABLISHED , WATERCOURSE, OR WETLAND CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS / i- SLOPE STABILIZATION DETAILIllikiL01 7) SCALE: NTS PLANNING BOARD # 20190467 EROSION & Approved under authority of a resolution adopted SEDIMENT by the Planning Board of the City of CONTROL DETAILS (Date) Saratoga Springs. (Chairperson) (Date Signed) PROJ. NO: 780.00 D T- 1 SCALE: AS SHOWN DATE: 05/07/2019 SHEET 10 OF 19 N FLEXIBLE RUBBER FRAME/GRATE CASTINGS PATTERN 2816B FROM °: SLEEVE CAST IN SAWCUT LINE CAMPBELL OR APPROVED EQUAL(FRAME TO BE ° a PLACE . SET PARALLEL TO CROSS AND LONGITUDINAL INSIDE FACE -- ° STAINLESS STEEL ORIGINAL ASPHALT SLOPE OF PAVEMENT AND FLUSH TO Y4" OF MANHOLE BAND CLAMP (TYP.) WEARING COURSE(S) 12" BELOW F.G.) L 2'-6" DIA. FINISHED GRADE :.44,4.40.10r.: ° - BASE COURSE IN PVMT IN TURF ..---- 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH CLEAR OPENING (SEE NOTE 3) PRECAST GRADE RINGS (6" MIN. TO 20" MAX.) 2" PROJECTION %' BRICK SHIMS NOT PERMITTED INTO M.H. AT m���m•••���I•���������� BORROW: WELL GRADED INORGANIC GRANULAR ��� �••••••••••. \ \ \ \ \ SOILS AND/OR ROCK, MAX 1-1/2" SIZE, NOT PIPE SPRINGLINE � ."4"■�■�■•4// // // // // / / / 8'i�//�I #4 BAR CU 6" O.C. EACH WAY WITH ADDITIONAL _ _ _ _ PAVEMENT C° 4444444\/ / / / /, MORE THAN 20% BY WEIGHT PASSING #200 10 x 4'S AROUND OPENING OF COVER ! ! ! ! ! ! ! � / / /% SIEVE, OR NATIVE MATERIAL, A.O.B.E. (USE I ,• STRUCTURAL :��r-�..�= =�=�= / VIBRATORY COMPACTOR WITH 12" LIFTS) COVERS N 1 A.O.BSECT .E.N N �����■��% FOR STORM MANHOLE, JOINTS BUTYL A - - 4'-0" I.D. � SEALED - INDUSTRY STD. OR A.O.B.E - •- -• '�-•-.0\//\//\//\/ ' MIN. INVERT - k■'■•4PA■A■•■•4/\\/\\/\\/ --- TRENCH WALLS LAID BACK PER OSHA iiiiiiill REINFORCED PLASTIC NON-SLIP ylir _ _ : z / REQUIREMENTS OR SHEETING A.O.B.E. • IN STEPS PER NYSDOT 725-02.01 TOP OF 12" MIN. a 6 iii'BASE SLAB SUBBASE COURSE \ _ CIRCUMFERENTIAL REINFORCEMENT I `` (SEE NOTE 4) 12 Iv11{•1 PWELLZOGRADED CSAND WITHR3D GRADATION SHALL PARTICLE 0.12 SQ, IN. PER LIN. FT. MIN. a ° ° BASE o /11---1 FOR STORM MANHOLE, BOOT TYPE e ° a ° � III= 1SIZE AND NOT MORE THAN 10% PASSING 200 EE # SECTION I 5„ FLEXIBLE MEMBRANE SLEEVE FOR PIPE ° IN/OUT STORM ORIGINAL SUBBASE r� WV" SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) ' S \ i TO MEET ASTM SPEC. NO.0-923 � ° a ° . . SEWER PIPE COURSE ;! - SIZE AND LOCATION OF PIPES eAllitA •VO PIPE ZONE BEDDING - FOUNDATION STONE TO a ° • l Val �� �� CONFORM TO N.Y.S DOT. STANDARD SPEC. 703-02 • �� PRECAST CONCRETE ••• � �0.- ■ COURSE AGGREGATE SEE NOTE 2 AS SPECIFIED 12" MIN. SUMP (SEE NOTE 3 BELOW) BASE SECTION OUTSIDE CROWN �:iek� � •• �• PRECAST CONCRETE BASE UNIT- `•:� �■��, TS IZ;P�. •-•-• • •-• •-•a-ba:ba:ba- -06:02-( PIPE SPRINGLINE •-•N�•�•� O/ /O y4.0.4 UNDISTURBED SUBGRADE OR EXTRA FOUNDATION III- 4,000 P.S.I. AT 28 DAYS, AIR- ••VOIV 9 STONE A.O.B.E. -III • • • • • • • • • • • • • • • • • III ENTRAINED HDPE PIPE TO STRUCTURE: •�'�'� - ••' ��/�-; i 1�1�1�1�1�1�1�1�1�1�1�1�1 ,.,l.1�1' * III1 • • • • • • • • • • • • • • •i ==_ BOOTED JOINT BOTTOM O.D.OD 1 111 � � � � . - - 8"-12" CRUSHED STONE -#1 OR #2 • • • •g • •e• -f • ,"e -_ 111-111-111-111=111=111=111=111=111=1 1=1 1-111=111- 11 1=1 NOMINAL SIZE OR GRADATION A.O.B.E • '' • 2 '� � 1191911911911911911911911911911911911911-111E'-- Y : �, UNDISTURBED SUBGRADE OR / SCALE: NTS 1 111_111_1 ADDITIONAL FOUNDATION STONE A.O.B.E / I.D. + 3' MAX. - NOTE: 1. SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. NOTES: 2. ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS. 1. STREET OPENING PERMIT IS REQUIRED. 3. CB1, 2, 3, 4, 5, 6, & 7 SHALL BE CONSTRUCTED WITH 4' MINIMUM SUMPS AND HOODS/SNOUTS ON ALL OUTLET 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 PIPES. SEE DETAIL 6 OF THIS SHEET FOR HOOD/SNOUT SPECIFICATIONS. )4" STEEL REBAR ® 1Y2" O.C. VERTICAL SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE ii PRECAST CONCRETE CATCH BASIN BARS TO BE OUTSIDE HORIZONTAL OR BARS. TOP OF CAGE TO BE HINGED STORM A FOR POTENTIAL ACCESS TO ORIFICE. SIZE DETERMINATION #2: 100% PASSING 1-1 2 SIEVE, 90-100% PASSING 1" SIEVE, 0-15% PASSING 1 2 SIEVE. / CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS STRUCTURE / " / " GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. }}a 200 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: N w CJ z E 2-1/2" SIEVE - PASS 100% BY WEIGHT o O o m 0 a W MOUNT GRATE TONzi-� STRUCTURE WITH HINGES 1-3/4" SIEVE - PASS 95-100% BY WEIGHT E o z z z z FOR POTENTIAL ACCESS 3/4" SIEVE - PASS 60-75% BY WEIGHT o<zo m o_o_w TO ORIFICE / a ~~ 1 4" SIEVE - PASS 25-45% BY WEIGHT D w o cam»o z #40 SIEVE - PASS 10-25% BY WEIGHT Z J 0 o 0 o z #100 SIEVE - PASS 3-12% BY WEIGHT D Q a '-'-'< J 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2. ■■I■■■■■■ ■■ ml ■'I■R'■■■ ■■■ TYPICAL PIPE TRENCH DETAIL mSJ■■■ ■■ 30.. TOP SLAB ACCESS ■�l■■■■■■ ■■ 3 (SEE FRAME AND COVER DETAIL) ■�l■■■■■■ NEN \ / CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. 6" MIN, CAGE \ / At 7 d 1 BELOW ORIFICE - 6' it Z FEW INVERT ....]30" MIN. 4 O_ .W FLOW A M H Z W m I 1110)E L J - - - - FRAME/GRATE CASTINGS PATTERN CC m 1009-8 FROM CAMPBELL OR l' u) a Q ° ° ° CLEAR OPENING z 0 APPROVED EQUAL(FRAME TO BE SET o z _� O •• O Oo• ) O 00 O 2 -6 PARALLEL TO CROSS AND LONGITUDINAL a Z INLET PIPES) O • �• O O � •• SLOPE OF PAVEMENT AND FLUSH TO Z 0 J LOCATION MAY 00 •O O O 0 U OU•O. 0o OO / I i Y4" BELOW F.G.) o VARY WITHIN 260' 114444,;iimic%' � O �' O O i I i O o 48 I.D. MANHOLE STRUCTURE SECTION A-A FINISH GRADE z V A CONE Q a w EXTENSION(S)* PRECAST CONCRETE GRADE RINGS Z k (.=_ DEEP SUMP TRAS H RACK DETAIL *AS REQ'D TO ADJUST j 8" CO 8" \%j%j%j%j%/\ 6"(MIN.) TO 20"(MAX.) NO Q 0 ' 0 o Q / / / / / , CONCRETE BRICK SHIM COURSES w CDS-1 SHALL INSTALLED WITH TO FINISHED GRADE. •\\ \\ N \\ \\ \\ \\ \\ i o J FRAME & GRATE (EAST JORDAN SCALE: NTS j\j \/\j\j\j\j\ J Lu o USE PRECAST UNITS //\//\//\//\// 3 z z a \ \ \ \ \ \ \ REINFORCED PLASTIC NON-SLIP w a 5419 MODEL OR APPROVED EQUAL) z \//\\/ d I //\// / /\/\ STEPS PER NYSDOT 725-02.01 Z a i O m N w PLAN VIEW B-B ECCENTRIC \/\/ • / /\/\/ w Z o NOT TO SCALE CONE o \\/ \// / /'' PRECAST CONCRETE SECTIONS - 4,000 F 0 ' Z a < N SECTION I �////// \// //\/ / P.S.I. AT 28 DAYS, AIR- ENTRAINED I Z W ' a > \ \ \/ / , \ N J W CONTRACTOR TO GROUT SNOUT OIL-WATER-DEBRIS SEPARATOR M \/ /// I ' r///%/% FOR STORM MANHOLE, JOINTS BUTYL Q i Q Z_ a TO FINISHED GRADE -\ \ V\\ / SEALED - INDUSTRY STD. OR A.O.B.E. C� 8 ' - > `` J [ ��/\\\\\",\\ GENERAL NOTES TYPICAL INSTALLATION //\\// \�� a li ww GRADE RINGS/RISERS //�� �/ 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. / /\ LI I • /j�/ O N : Q I \�/ 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND z- --� \ \ O z N ^ /j/j • 12" O.C. /j/ o Z WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC CONFIGURATION DETAIL v/ , \/\/ \/��. H N N a REPRESENTATIVE. www.ContechES.com RISER \\ \ ►� aa w ////// 5'� FOR STORM MANHOLE, BOOT TYPE FLEXIBLE OC w o a 3. CASCADE SEPARATOR WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE SECTION \j\\ ` 5» CL MEMBRANE SLEEVE FOR PIPE TO MEET ASTM W a w i TOP OF CENTER CHAMBER ° ° WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 1" PVC ANTI-SIPHON FRAME AND GRATE (TYP.) N // / N PIPE ADAPTER < \ 4'-0" I.D. MIN.-1.- SPEC. NO.0-923 (SHOP DRAWINGS REQ'D) il (EXTENSIONS AVAILABLE AS , CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. PIPE E J REQUIRED) ° w 4. CASCADE SEPARATOR STRUCTURE SHALL MEET AASHTO H520 LOAD RATING, ��� ANTI-SIPHON SNOUT OIL-DEBRIS \/\/ CIRCUMFERENTIAL I CIRCUMFERENTIAL REINFORCEMENT 0 ; W ASSUMING EARTH COVER OF 0'-2', AND GROUNDWATER ELEVATION AT, OR DEVICE mi HOOD //\/ 0.12 SQ. IN. PER LIN. FT. MIN. I Z ' CC j BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO REMOVABLE WATERTIGHT �~ CATCH BASIN TYP. % \ \ - ' INLET PIPE CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO ( ) \//\/ WI SIZE AND LOCATION OF PIPES d ¢ a ACCESS PORT, 6"-10" II >/\/\ AS SPECIFIED U)M306 AND BE CAST WITH THE CONTECH LOGO. OUTLET PIPE / ci M YLBELE COINLMM PIATES - 5. CASCADE SEPARATOR STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING OPENING. INLET PIPE \/\/ ' MAY BE ACCOMMODATED) ° OUTLET //\//\ °. O PIPE TO ASTM C478 AND AASHTO LOAD FACTOR DESIGN METHOD. \/\/ 6. ALTERNATE UNITS ARE SHOWN IN MILLIMETERS [mm]. Ifilerlir ❑ I I //\\/\ 12" // 12" MIN. SUMP H - , OUTLET PIPE(HIDDEN) / 1 ---- ---- � � ....�,..,.- _.- � BOTTOM \/\\/\ I . ' . /\\/ ro INSTALLATION NOTES SECTION / S / / / / - / OIL AND /\/\/\ \ \%\\�\ 8"-12" CRUSHED STONE - #1 OR #2 Q _ A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE _ / y N DEBRIS • r ����• � �,�����i•�•��j��• ,/ j� NOMINAL SIZE OR GRADATION A.O.B.E. SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY MOUNTING FLANGE j\/\� ���! � �. . _ �� / / / ENGINEER OF RECORD. / / // / � .��• ' �1�•.•�.� �-:•-i-'14---.1014-,/>\\ \ UNDISTURBED SUBGRADE OR ADDITIONAL Q O \ �'\� � \\ \\ \\ ��re •43,1.• - 0 --- B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH 'SEE NOTE SOLIDS SETTLE �� �� ������ �%/,' •� 1'�•'���.It�; -= ��' '�'1 =1-1 /\�j, FOUNDATION STONE A.O.B CAPACITY TO LIFT AND SET THE CASCADE SEPARATOR MANHOLE STRUCTURE. - ON BOTTOM �\ \\ \\ V/V/V/\\ \\ \� .1 H C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS //////�/// / A �,�/A./i,/; //\/ (3 UI AND ASSEMBLE STRUCTURE. FRONT VIEW SIDE VIEW NOTE: Z C� O PERMANENT POOL ELEVATION D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). NOTES: 1. SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. ZZ NMATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE CENTERLINES TO 2. ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING O a w - MATCH PIPE OPENING CENTERLINES. imillill REQUIREMENTS. J z L O 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER FIBERGLASS INTERNAL \ ° o E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER NOTE: 3. FOUNDATION DRAIN LATERALS: TO BE 4" SDR 35 PVC ATA MIN. SLOPE OF 1.00%. THE CROWN OF I Z CO 0 q TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT QUALITY STRUCTURES SHALL BE AS MANUFACTURED BY: COMPONENTS ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. SUMP DEPTH OF 48" MIN. ALL STRUCTURES WITH THE FOUNDATION DRAINS SHALL MATCH THE CROWN OF THE HIGHEST PIPE WITHIN THE CATCH BASIN O W Nal N N BEST MANAGEMENT PRODUCTS, INC. SNOUTS. STRUCTURE. FOUNDATION DRAINS TO EXTEND 5' MIN. PAST PROPERTY LINE OF LOT SERVICED. a W U} o] 53 MT. ARCHER RD. ' U g z m SOLIDS STORAGE SUMP ° LYME, CT 06371 PRECAST CONCRETE Cl) y z a Q OD OR APPROVED EQUAL z - I Q NOTES: 2. ALL HOODS SHALL BE CONSTRUCTED OFA GLASS REINFORCED RESIN COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM ��''++ d ° 0.125" LAMINATE THICKNESS. DRAINAGE MANHOLE C� COVER UI w 1. CDS1 UNIT TO BE SUPPLIED 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, AND AN ANTI-SIPHON VENT PIPE AND ELBOW AS Q I , „.0,-- -1 u- BY CONTECH MODEL NUMBER DRAWN. (SEE CONFIGURATION DETAIL) / CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS z -).w ''PO S CDS2015-4-C OR APPROVED 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATION (SNOUT 2. FRAME AND GRATE TO BE EAST SIZE ALWAYS LARGER THAN PIPE SIZE). w ELEVATION A-A JORDAN 5419 MODEL OR 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A MINIMUM DISTANCE EQUAL TO Y2 THE OUTLET PIPE DIAMETER WITH A MINIMUM NOT TO SCALE APPROVED EQUAL DISTANCE OF 6" FOR PIPES <12" I.D. 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 12" ACCORDING TO STRUCTURE CONFIGURATION. 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL AND PIPE CASCADE SEPARATOR D ETAI LSHALL BE FINISHED FLUSH TO WALL. 8. ALL STRUCTURE JOINTS SHALL BE WATERTIGHT. 4 9. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS 111611,-1 0 SCALE: NTS SUPPLIED BY MANUFACTURER. 10. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED INSTALLATION KIT. INSTALLATION KIT SHALL INCLUDE: A. INSTALLATION INSTRUCTIONS B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 3A" STAINLESS STEEL BOLTS PLANNING BOARD # 20190467 E. ANCHOR SHIELDS STORM SEWER STANDARD SNOUT Approved under authority of a resolution adopted DETAILS by the Planning Board of the City of B OIL-WATER/DEBRIS SEPARATOR (Date) SCALE: NTS Saratoga Springs. (Chairperson) (Date Signed) PROJ. N0: 780.00 D T- 2 SCALE: AS SHOWN DATE: 05/07/2019 SHEET 11 OF 19 NOTES: FINISHED GRADE 1. CONCRETE SHALL BE 4,000 PSI. SEE CONCRETE SPECIFICATIONS DETAIL FOR COMPLETE CONCRETE SPECIFICATIONS. 2. FOR REQUIRED BEARING AREA AND DIMENSION L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D I I OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUALfI ,//\/\//\//\/\/\/\//\//\/\/\//\//\//\/\/\//\//\/\/\/\//\//\/\/\/\//\// FABRIC FABRIC r WATER MAIN (OR TO OR LARGER THAN THAT REQUIRED. �j��\j\\\/\\/\\i\\i\\i\\��\\ \\ \\ \\ \\ \\/\\ \\ \\ \\ \\ \\�\\�\\�\\�\i�\i\\i\\i\�\/,\ I C SEWER FORCE MAIN) 3. CONCRETE NOT TO OVERLAP ANY JOINT. Z II- 4. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE % THRUST BLOCK ,'!\. JOINTING HARDWARE. ` SEWERMAIN WIDTH AS \,\ REQUIRED /�� \, A . \/� 5. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIAMETER TO BE APPROVED o \ \ \ ,//\//�\ BY CITY ENGINEER. In�// /\ rp /\�//\� 6. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK- FULL LENGTH OF PIPE CENTERED ON SEWER LINE IIIIII /� \//\j / V= LD (W+ID) ID A A, GRADE %�\ egg /\/\ GRADE 411104 81 ao 1 k\/\/�//�//�//�//�/�/DEPTH /•�� WHERE: 8 1 r 1= \,\\\/\\\\\\\ \\ \\, CONCRETE / i \i,\ "D" \� V = VOLUME IN CUBIC YARDS THRUST BLOCK L = LENGTH OF BLOCK IN FEET SECTION A-A UNDISTURBED D = DEPTH OF BLOCK IN FEET Co z WATER LINE III I I- LENGTH A SOIL Q = WIDTH OF BLOCK IN FEET � � L.. I.D. = INSIDE DIAMETER OF PIPE IN FEET PLAN SANITARY SEWER NWATERMAIN 7. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF WITH A OR STORM SEWER m SAFETY FACTOR OF 1.7. DUE TO OTHER SOIL CONDITIONS ENCOUNTERED, BEARING AREAS MAY BE -,, ii- _ ji MODIFIED BY ENGINEER.IIS -I8. IN MUCK, PEAT, OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS L 1-IIII= TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH ( 1 I El I BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. -III=: =� 111= 9. VALVES FOR TEE ALSO APPLY TO END PLUGS, CAPS, AND TAPPING SLEEVES. - ,H-1,--111 -III=1 SEE NOTE SEE NOTE I I =1 1=1 L=/ =W-lam BELOW BELOW '-O _ REQUIRED BEARING AREAS & DIMENSIONS IFOR CONCRETE THRUST BLOCKSNOTES: NOTE: Eill I ILII I� 101M\ I,I I= PIPETEE(SEE NOTE 5) 9O(Y.) BEND 45 Q) BEND 2 '(Ne) BEND 11Y:Q 2) BEND 1. REFERENCE - TEN STATE STANDARDSVIIIII1 PIPE JOINTS TO BE EQUIDISTANT FROM l- SIZE AREA DIMEN. AREA DIMEN. AREA DIMEN. AREA DIMEN. AREA DIMEN. 2. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE POINT OF CROSSING FOR BOTH WATER _ (IN.) S.F. D & L S.F. D & L S.F. D & L S.F. D & L S.F. D & L TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN AND SEWER PIPES. a II H 4" 1.4 1.0 x 1.5 2.0 1.0 x 2.0 1.1 1.0 x 1.0 0.6 0.5 x 1.5 0.3 0.5 x 1.0 UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP II�- - =III-III- - - ° ° 6" 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION 11=I 11=111=111 '11-I 1=1 1=111=1TI=1TI-I �- =1 1=1 1=Ia_ _I-1 1=j I' BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL BEND -III III III 8" 5.7 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TEE WITH PLUG 10" 8.8 2.5 x 3.5 12.5 3.0 x 4.5 6.8 2.0 x 3.0 3.4 1.5 x 2.5 1.7 1.0 x 2.0 TO PROVED THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER TEE 12" 12.7 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 x 2.5 2.5 1.5 x 2.0 PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING. i- -. TYPICAL THRUST BLOCKS DETAIL /2 2 THRUST BLOCKS NOTES INSTALLATION OF WATER MAIN AT 'I CROSSING WITH SANITARY OR STORM SEWER \ CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS \\\„/// CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS \ / CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS i- _ -0 >d Zo_C- N LU0Z Q= •E 00~(n L,Q w SAWCUT LINE Lu O OJZ NZH� (, Feo zzzz EXISTING SEWER MAIN: CAMPBELL FOUNDRY COMPANY o E z w o_o_w TAPPING SADDLE TO BE �� NO. 1009 OR EQUAL =a o D~~0 APPROVED BY D.P.W. ADAPTOR FITTING IF REQ'D ,.r- PROPERTY LINE, R.O.W. OR 12" ~oc~O a w 0 U_1 O U? ■■ ORIGINAL ASPHALT WEARING COURSE(S) z<o o o D u) EASEMENT LIMITIN PVMT IN TURF - FINISH GRADE-MATERIAL VARIES z<a o o z NEW SEWER MAIN CONSTURCTION: -,,, 45° OR 30° BEND -- 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH D ``' 45° OR 60° WYE OR AS REQ'D END CAP FOR FUTURE BASE COURSE (SEE NOTE 3) I , , , I II TEE/WYE TO BE APPROVED \ CONNECTION ��mmmmmmmmmm•�/�.�/�.�/�.�/�.�/ BORROW: WELL GRADED INORGANIC GRANULAR h. BY D.P.W. • `.�o�•�•.•.•.•• III-III 2"x4"x24" PRESSURE TREATED SET 1iiiiii//\//\//\//\//�/ SOILS AND/OR ROCK, MAX 1-1/2" SIZE, NOT 1 lo �•��•••••••••••\ /, MORE THAN 20% BY WEIGHT PASSING 200 /.M.701-1L11r1 ,j11-111-111-'1 �� PLUMB AT END OF LATERAL FLAGGED PAVEMENT " ������������/ All/� # WITH FLUORESCENT COLORED SURVEY �� !jX,!� !j !j !j !jX\ SIEVE, OR NATIVE MATERIAL, A.O.B.E. (USE 1 11 1 . - �I,� RIBBON FOR EASY IDENTIFICATION STRUCTURAL �.=.:�.=.=.=.=�/ VIBRATORY COMPACTOR WITH 12" LIFTS) III / / CONCRETE BRICK UNDER SECTION •iXti- \/�/�/\A.O.B.E. N �t . 010elOa a0//\//\//\/ ENTIRE PERIMETER SEWER MAIN - , �;. sA,~-0\/\/\/\', LATERAL ON PRIVATE PROPERTY ."."*.:� .A.A0 /\\/\\/\\ -- TRENCH WALLS LAID BACK PER OSHA 0 - MIN. SCH. 40 PVC 6 • REQUIREMENTS OR SHEETING A.O.B.E. REMOVABLE WATERTIGHTBUILDING SEWER PLUG OR CAP LATERAL 6" MIN. 7 SUBBASE COURSEIISDR 35 PVC - PIPE ZONE BACKFILL - GRADATION SHALL BE:(SEE NOTE 4) 12 .MINI "WELL GRADED SAND WITH 3/4" MAX. PARTICLE = z CITY PROPERTY PRIVATE PROPERTY C, III= SIZE AND NOT MORE THAN 10% PASSING #200 m ORIGINAL SUBBASE ,� .,. SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) o 0 PLAN COURSE �� 4"-SHORT N Ue. III RADIUS BEND o z • I PIPE ZONE BEDDING - FOUNDATION STONE TO E z r-• 7, , CONFORM TO N.Y.S DOT. STANDARD SPEC. 703-02 Y' BRANCH WITH EXISTING AND/OR FINISHED GRADE % 3" ± REVEAL r"• ••44..41.41t54, .'•. 0 �f�� COURSE AGGREGATE (SEE NOTE 2) O o a OUTSIDE CROWN .i L.• •ftRk \\N. 4" LATERAL ♦ ♦ o \ WATERTIGHT JOINT FOR PLUG, V Z 8 • • � _144.0 4-!mom q STONE A.O.B.E. o a 2"x4"x24" PRESSURE TREATED STAKE •Wan , ia,`4/ SEWER MAIN OR Z OC o cn w SLOPE: 2.0% MIN. (1/4" •v; ; �� �: % • = o z BOTTOM O.D. f 9 •7 '�S� 6" SEWER LATERAL Q 0 0 w a z PER FOOT) TO 10% MAX. 0 • 1VP .--4, e !i • • o"..e•-'• J a 0 J Ix !!, di= -II FLOW DIRECTIONCI. Z Li a ; 0 m z '� I � - PIPE BEDDING AS REQUIRED I.D. + 3' MAX. >' v I Z W ¢ w N .� • I% NOTES: ��' �� Z w I N o W �11�11 , /, - UNDISTURBED SUBGRADE w �1MA1 111...11...III...III...III...III...III=ii Ill...1- % 1. STREET OPENING PERMIT IS REQUIRED. 1 I 1Th PIPE BEDDING o o y11l11�1 : ,.': _ -III- i LII _ _ 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 -III V ° i 'llEll '11E11 =11=1 - SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE I I IIII I II I I I I I _ COMPACTED SUBGRADE w ! CC w ill 111 Ii 1 45° OR 30° BED AS REQUIRED - OR - 1 I III 1 1 1 y Q o_ : 0_ SIZE DETERMINATION 2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE, 0-15% PASSING 1/2" SIEVE. -- SOLID CONCRETE BLOCK i1„_,„_,„_,„411411411- - GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. H N I Z o N SECTION I B B TYPICAL CLEAN OUT Z g W - N 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: a iiti N NOTES: 2-1/2" SIEVE - PASS 100% BY WEIGHT U) - coo 1. THE SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNERS RESPONSIBILITY. 1-3/4" SIEVE - PASS 95-100% BY WEIGHTSCALE: NTS vs J 2. CONNECTION TO THE PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. 3/4" SIEVE - PASS 60-75% BY WEIGHT E Z W 3. A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. 1/4" SIEVE - PASS 25-45% BY WEIGHT _ 4. ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. #40 SIEVE - PASS 10-25% BY WEIGHT OC a 5. BUILDING SEWER LATERAL MATERIALS SHALL BE THE SAME AS THE MAIN SEWER LINE MATERIAL UNLESS OTHERWISE SPECIFIED. #100 SIEVE - PASS 3-12% BY WEIGHT d o SANITARY SEWER ict u) 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2. cx Q 4 SERVICE CONNECTIONS 4i-i_. TYPICAL PIPE TRENCH DETAIL 0 \\\„/// CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS \ CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. Z U) u. 4 J i U FINISH GRADE SEE FLUSH WITH THE PAVEMENT V / DETAIL 1 ON SHEET VALVE BOX OR 1" IN GRASSED AREAS Z o 0 ,,,-- o c,, DT-4 FOR PAVEMENT (TELESCOPIC W Z PLAIN RUBBER FINISHED GRADE Q Cli - w � / o, I SPECIFICATIONS PATTERN) II "III III I I I I CO J Z X 0 0 III I GASKET . 1E15 .i Z N 0 BELL OR , �111111111111 g, �. : ,, W ui N III Nco SOCKET 6" MUELLER ~ } o] ljjA-2361 R.W. GATE VALVE BOX F W Z �� VALVE WITH 1 (TELESCOPIC d = MECHANICAL JOINT PATTERN) N z =Q z ()z ENDS "OPEN RIGHT" 0 - SPIGOT OR Lr? - w PLAIN END SECTION 'A' �' THRUST RESTRAINT Q I PUSH ON JOINT(P.O.J.) AS REQUIRED J z I, GLAND 6" DIP WATER SERVICE NUT (5/8" & 3/4" BOLT, �` W TORQUE TO -- TEE BOLT ° __ MANUFACTURERS --- j� Ti RECOMMENDATIONS) > C i- RUBBER GASKET ° ° n. ° j SPIGOT OR > BELL OR SOCKET 3,000 P.S.I. CONC. t. I i - - - - - PLAIN END jj THRUST BLOCK °. �?�!/iil% (TYP.) 1111bik.1 °I EXIST. MAIN ° ° a 8"x6" STAINLESS STEEL M.J. BOLT TORQUE MECHANICAL JOINT(M.J.) ° • . ° TAPPING SLEEVE BY TPS as ° JOINT SIZE BOLT SIZE TORQUE RANGE STAINLESS STEEL PLANNING BOARD # 20190467 3" 5A" 45-60 FT-LBS BAND ° a _._!_„/ SANITARY 4"-24" 3/4" 75-90 FT-LBS TAPPING SLEEVE AND VALVE Approved under authority of a resolution adopted SEWER & WATER Bby the Planning Board of the City of SYSTEM DETAILS TYPICAL JOINT DETAIL SCALE: NTS (Date) C-7. Saratoga Springs. SCALE: NTS PROJ. NO: 780.00 D T- 3 (Chairperson) (Date Signed) SCALE: AS SHOWN DATE: 05/07/2019 SHEET 12 OF 19 TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 HMA., 80 SERIES 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF COMPACTION --- BROOM FINISH PERPENDICULAR TO WALK SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING - BINDER COURSE - NYSDOT ITEM BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE 402.198902-19F9 HMA., 80 SERIES TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE TACK COAT - NYSDOT ITEM ----,..,, COMPACTION PG BINDER (LIQUID PAVEMENT TOP BINDER GRAVEL ESAL 4" CONCRETE - SEE CONCRETE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE 407.0102 DILUTED TACKASPHALT) GRADE SHALL BE PG-64-22 TYPE COURSE COURSE COURSE LEVEL SPECIFICATIONS OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL" MIXES SHALL BE PROVIDED COAT MIME WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS. , SUBBASE COURSE TYPE 2 PER NYSDOT PARKING <0.3 1-1/2" 2" 8-10" - 6" x 6" NO. 6 6 WOVEN WIRE MESH .._ Zoj�j�j� / SPECS SECTION 304 (INCREASE 6" FOR 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT AND BELOWA NON-CHLORINE ACCELERATOR ����•������► EXCEPT A.O.B.E. TYPE 4 PER NYSDOT SPECS SECTION STANDARD <30 4.•4.• � IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT 304) COMPACTED TO 95% PROCTOR ROADWAY 1-1/2" 3" 12" MILLION 41:241:241:241:2,41:241:241:241:2, AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305F-99. 111-111-_111_1 1-111-111-_111=111=111=111=111= /\/\/\/\/\ 6" GRANULAR SUBBASE COURSE NYS DOT 1111111 111-111-111-111-� 1 111111 N HEAVILY /\/\/\/\j\/ SECT. 304, TYPE 2 COMPACTED TO 95% 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS AND SHALL CONSTRUCTION FABRIC, AMOCO TRAVELED / 2" *4" 12" <30 \ \/\/\/\\\ STANDARD PROCTOR CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX MILLION /////////// STYLE 2006 OR APPROVED EQUAL TRUCK /��j��������/� SUBGRADE COMPACTED TO 90% STANDARD (OR APPROVED EQUAL). INSTALLED IN ACCORDANCE WITH LOADING SUBGRADE - COMPACTED TO SECTION 207 NYSDOT STANDARD PROCTOR NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT 90% STANDARD PROCTOR SPECIFICATIONS *BINDER TO BE PLACED IN 2-2" LIFTS WITH TACK COAT BETWEEN. INCREASING THE WATER-CEMENT RATION. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE NOTES: TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING A SUBSTIT MATELYIT2H TO Z3 OINLAN.CHES THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER IS 1. THICKNESS OF ALL COURSES SHOWN ON THE DRAWINGS ARE COMPACTED THICKNESSES. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. --- BROOM FINISH PERPENDICULAR TO WALK 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A NOTES: PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH SURFACE 2. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR EXPANSION JOINT SPACING - 20' - 25' O.C. AGAINST SPALLING CAUSED BY SALT INFILTRATION. BY THE CONTRACTOR. CONTROL JOINT SPACING - 5' O.C. NOMINAL 111.1111SF6" CONCRETE - SEE CONCRETE CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. 5. ALL SLIP-FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J iiiiiiiiiiiiiiiii SPECIFICATIONS APPROVED 3. ALL MATERIALS SHALL CONFORM TO NYSDOT, SECTION 400 AND SECTION 300. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E .0.0.0.x. CONCRETE MIXTURE (OR EQUAL). MAX. SLOPE ALONG THE LENGTH OF THE WALK ;.��.��.��.. 4. CONSTRUCT ASPHALT PAVEMENT IN ACCORDANCE WITH NYSDOT SECTION 401-3. SHOULD NOT EXCEED 1:12 �II II II !� 6" x 6" NO. 6/6 WOVEN WIRE MESH 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERE TO SHALL ONLY BE MADE SUBJECT TO CONSTRUCTION JOINT DETAILS TO BE SUBMITTED _;ih_•,ih_•,.h_•,ia APPROVAL OF THE CITY ENGINEER. 5. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. AND APPROVED BY CITY ENGINEER /\/\/\/\/\ 8" GRANULAR SUBBASE COURSE NYS DOT SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED /jam/jam/jam// SECT. 304, TYPE 2 COMPACTED TO 95% 5. IF SUBGRADE IS UNSUITABLE FOR SUBBASE INSTALLATION AT THE TIME OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER INDICATING PROPOSED CORRECTIVE BY CITY ENGINEER /\\//\\//\\// STANDARD PROCTOR CONCRETE SPECIFICATIONS MEASURES (E.G., FILTER FABRIC, UNDERDRAINS, ADDITIONAL GRAVEL, ETC.). \\ \ \ \ \/ 6. CURBS SHALL BE FORMED INTEGRALLY WITH BINDER COURSE AND TOP COURSE. --- SUBGRADE COMPACTED TO 90% STANDARD PROCTOR CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. 7. BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN PAVEMENT COURSES IF MORE THAN 48 HOURS HAS ELAPSED BETWEEN PLACEMENT OF COURSES. TACK COAT WHEN USED SHALL BE APPLIED PER NYSDOT SECTION 407-2 AT APPLICATION RATE OF 0.05-0.1 GAL/SQ.YD. TYPE 2 - VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS) 8. ALL TESTING FOR COMPACTION SHALL BE AS ORDERED BY THE ENGINEER. THE CONTRACTOR SHALL PAY FOR ALL TESTING. 9. IF MORE THAN 30 DAYS WILL ELAPSE BETWEEN PAVING OF BINDER COURSE PAVEMENT AND TOP COURSE PAVEMENT, ALL SANITARY SEWER AND STORM SEWER FRAME SETS AND VALVE BOXES SHALL BE GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: SET AT THE BINDER COURSE ELEV. AND SHALL BE RAISED AT THE TIME OF APPLICATION OF THE TOP COURSE PAVING. 1. SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2. SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 10. ALL FILL TO CONSTRUCT TO SUBGRADE ELEVATIONS SHALL BE COMPACTED TO 95% PROCTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST AND COORDINATION OF THE TESTING AND 3. SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF THE FILL MATERIAL. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS 11. IN PARKING LOT: FILL AREAS- BACKFILL WITH CLEAN SAND AND GRAVEL COMPACTED IN 12" LOOSE LIFTS UP TO 24" BELOW SUBBASE. THEN COMPACT IN 8" LOOSE LIFTS TO REQUIRED SUBBASE. SAND WITHIN SARATOGA SPRINGS: ~ 1. ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE c�c• AND GRAVEL TO BE WELL GRADED WITH NO MATERIAL LARGER THEN 3" AND LESS THEN 10% FINER THEN THE #200 SIEVE, COMPACTION TO BE 95% STANDARD PROCTOR DENSITY, MEASURED AT EACH cn ct APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. >->a T ////„,__ LIFT. PROVIDE SIEVE TEST OF FILL MATERIAL FOR APPROVAL PRIOR TO USE. PROVIDE COMPACTION RESULTS DEMONSTRATING CONFORMITY. SUITABLE NATIVE MATERIAL SHALL BE PERMITTED IN FILL AREAS z a 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN) FROM EDGE OF SHOULDER. o c� AS AN ALTERNATE TO THE MATERIAL SPECIFIED ABOVE SUBJECT TO DESIGN AND CITY ENGINEERS REVIEW AND APPROVAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GEOTECHNICAL ANALYSIS TO 3. SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. �' =UZ DETERMINE THE SUITABILITY OF THE NATIVE MATERIAL AS ROAD FILL TO THE SATISFACTION OF THE DESIGN AND CITY ENGINEER. 1<�3 w 00 Inli<w Lu O oJZ NZH� (, 1/7/1 "N\\ ASPHALT PAVEMENT DETAIL CONCRETE SIDEWALK DETAIL o.zwoo0 i=cK�DQac) D w Z W O O Z CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. (-2. / CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS <J000=N J 5' MIN. CONCRETE SIDEWALK +/- EXPANSION JOINT R.O.W. _„„\\\ TAPER CURB CONCRETE SIDEWALK & APRON (TYP.) (AS NECESSARY) TYPE 1 AT NON-VEHICLE TRAFFIC AREAS ,•, • ` TRANSITION CURB `•••` Z WARNING (TYP.) TEXTURE `•*R ,•W S T O W W TYPE 2 AT(SEE CONCRETECLE SIDEWALK TRAFFIC DETAIL)S ( ) _ � • • • • �� if ASPHALT DRIVEWAY --'aao•••, 0 °OpO.o°a°°ooa::• �':•ooa�°•O - 1:12 MAX SLOPE c. ) \ 114 b...7 � v ` °�OQO000appO �� ` ' :ooaooaao°-� MEASURED EXPANSION JOINT-`` FLUSH REVEAL ���� �����j�� 3'-6. TORCURBCC ICULAR PLAN VIEW 3D VIEW m (TYP.) FULL DEPTH �/ MIN. OF CONCRETEo RING: 1.5" 0.0 In '' 11 GAUGE TUB z TURF (NP.) 6" CURB (NP.) 5' MIN. Z Q 0Z � ` a PEDESTRIAN CURB RAMP AT STREET CORNER O o a o >- m 1- 1.89 r c) 1 11 v v v v v . - z \� • • • • • • • • • • =EAM: 2" Z - d w • • • CONCRETE SIDEWALK .iHEDUL: o N A�. - \'°. O O o z 6" CONCRETE y�\� • • ••. + • •` I I Q. W z CURB CO LL ‘'s FLUSH ° DETECTABLE Z ; - TRANSITION CURB � FLUSH a000°oQaO•°. TEXTURE W a ' O z w R=5' _ REVEAL °oaao aoaaaaaaaaaoo• WARNING 4111V ao• O - I Z w < - OPENING BOTH SIDES o° 000 °°° o•• -•°gid DETECTABLE TEXTURE • ° °a° O°° 0°° °° CONCRETE ~ w ' a N 22' o ° O •aOo ao0 o°°aoOo° . : STALL DIMENSIONS FOR ANGLED PARKING (1.6" TO 2.4") 1 EXPANSION JOINT AT SIDEWALK 1/4" WIDE x DEPTH OF WALK A BCD E F1 F2 RESERVED KI 00000000000000000000000 FIBRE EXPANSION JOINT FILLER , �_� CENTER TO CENTER PARKING OOOOOOOOOOOOOOOOOOOOOOO + Ni WIDTH OF TWO ROW IOOOOOOOOOOOOOOOOOOOOOOO 1- CONCRETE SIDEWALK - SEE - 5" __ 1" BATTER BIN WITH ACCESS ANY CONCRETE SIDEWALK DETAIL 00000000000000000000000 0.2 ROAD BETWEEN 11 TIME 0.4" ' W .. FOR REQUIREMENTS " RADIUS w CO C o • Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 \ 00000000000000000000000FINISHED GRADE 6" PAVEMENT c� o _ _ \ N � 00000000000000000000000 �, PITCH I- o w o o o MUTCD NO. P4-6C MUTCD NO. P1-1 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � 0 9 O O a. . ,. a .. a MIN. �� J a a TRUNCATED DOME ---,.x -x., x x.=: )c- -x-x�:-` - J Jm w m" oho J o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o SECTION ° ix J J( J (ct ix w O O O O O O O O O O O O O O O O O O O O O O O7.•-••-••-• ■ • • • ••�' .a•.: a I- D w D > � i �i�i�i�i�i ' 0 Q 0 w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O .I.I.I.I.I.: ':.;.: .. III■IIIII■IIIIIIII■IIIIIIIIII PRECAST CONCRETE CURB 0° 9'0" 9.0 12.0 20.0 30.0 - 0---m - "NO PARKING ANYTIME" SIGN y 00000000000000000000000 _eatatae4PE�������w� _ _ _ _ _ _ ��•� .° IIIIIIIIIIIIIIIIII'IIIIIIIIIIIIIIII'llllllllll1lllllllll ("PERM-ACURB" BY FORT 3._8. o o .. • � . Almll� 20' 9'0" 15.0 11.0 26.3 41.0 32.5 MIN. >- "HANDICAP PARKING" SIGN -III-III-III-III III-III-III .•.• .' • •' ��•.�•.�•.��wg•-.04j MILLER OR APPROVED EQUAL) ��- w04 (ENTIRE WIDTH OF RAMP) 111-111--111--111-- 1-111--111-111 `' °.' ' • _� 411 ��'`p P ��_l_ 30' 9'0" 17.3 11.0 18.0 45.6 37.8 W/"VAN ACCESSIBLE" SIGN ,--, ,--, III • . `p ` 00.4.........--fir• • • • •T' • 40' 9'0" 19.1 12.0 14.0 50.2 43.3 - CONCRETE CURB DROP CURB (FLUSH REVEAL) DETECTABLE WARNING TRUNCATED DOME - • i � � GRAVEL COMPACTED TO =III ,j.•.•.•.•.•.•. , I I II .=.� • :p=.=.=.=.=.0.0 95% STANDARD PROCTOR 45' 9'0" 19.8 13.0 12.7 52.6 46.2 - 6" HIGH CURB PLAN VIEW SPACING 1 -I 50' 9'0" 20.4 12.0 11.7 52.8 47.0 1 1I-III- =� <: <� • • • �1.ci lore. ;, '��� � � � . CONTINUOUS CONCRETE SETTING -- TYPICAL ACCESS ISLE PAINTED 1=111 1 ';y','ctr •�•�ito-rBED - SEE CONCRETE NOTES: _ 60' 9'0" 21.0 18.0 10.4 60.0 55.5 WITH 4" DIAGONAL LINES AT •-IN "71,1 -_�„. . , ::;-M'• wow-v:4 1. NEW CONSTRUCTION: EMBEDDED PREFORMED TEXTURE WARNING DEVICES SHALL BE EMBEDDED IN THE CONCRETE PER NYSDOT I=III • '::,':',, :,: ',>; ' .' : - SPECIFICATIONS DETAIL 45' ANGLE, 24" O.C. •t..:;....;. •. ,• ,.. ,:.:...:-:.;..:.;':'sr .............Ili 70' 9'0" 21.0 19.0 9.6 61.0 57.9 _ Q ITEM 608.02. PREFORMED/PRECAST UNITS SHALL BE DETECTO-TILE AS MANUFACTURED BY MEXCON INC. OF WORCESTER, NY 011_1j. :.';;:•' : ' :;.4., { . •• ;;F;�.=.=.=.=.� 80' 9'0" 20.3 24.0* 9.1 64.3 62.7 • 4" WIDE PARKING LINES OR SIMILAR PRODUCT APPROVED BY NYSDOT. - =_,_;; ;;:-j: -;;:-. .',... -1•111,1004•11,01"1111116 SUBGRADE COMPACTED TO 90% 2. WHERE TEXTURE WARNING DEVICES MUST BE RETROFIT, PREFORMED DEVICES SHALL BE INSTALLED PER NYSDOT ITEM 608.01. rel‘.-V1 :4-64°1‘644111141P1‘64,1‘64°1‘64°1‘64° `�� �� - . .1 PROCTOR PAINTED WHITE 3" = _ ?.c - '� 90' 9'0" 18.0 24.0* 9.0 62.0 - .� 07 3. THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE, THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING FIELD MIN. :III=III=III=III=III=III=III= I I=III III-III-1 =MEW * TWO WAY TRAFFIC CIRCULATION 9'-0» - ANSI STANDARD (THE DOMES AND THE ENTIRE 24" LEVEL SURFACE) IS FOR ILLUSTRATION ONLY. 1 III III III III III III III III III-ITI-ITI 111 111 1 (NP.) HANDICAP SYMBOL 4. THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 24" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL A WIDTH OF THE CURB RAMP OR FLUSH SURFACE, EXCLUSIVE OF SIDE FLARES. --0-8" L. A 5. LOCATION OF DETECTABLE WARNINGS: DETECTABLE WARNINGS SHALL BE LOCATED SUCH THAT THE EDGE OF THE WARNING 8'-0" 8'-0" 8'-0" ....i FIELD NEAREST TO THE ROADWAY OR STREET SURFACE IS 6" (12" WHERE TRAVERSABLE CURB IS USED) FROM THE EDGE OF 16" ►B . w F2 MIN. MIN. MIN. THE ROADWAY/STREET, OR FROM THE FRONT OF THE DROPPED CURB, WHERE A DROPPED CURB CONTINUES ACROSS THE' BOTTOM OF THE SIDEWALK CURB RAMP. NOTES: ' , ' NOTES: 6. DOME ALIGNMENT: DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL. 1. CURB AND PLACEMENT SHALL CONFORM TO N.Y.S. DOT STANDARD SPEC. 609-3.06 1. PROVIDED 1 HANDICAP SPACE IN EVERY A PARKING SPACES UP TO 100, REFER TO TABLE 2. CONCRETE STRENGTH SHALL BE 5,000 P.S.I. AVERAGE. 7. COLOR REQUIREMENTS: THE DETECTABLE WARNING FIELD SHALL VISUALLY CONTRAST WITH THE ADJOINING CURB RAMP, OR ; 1106.1 OF THE NYS BUILDING CODE FOR ADDITIONAL INFORMATION. 3. ENTRAINED AIR SHALL BE 5% - 9%. 2. MAXIMUM SLOPE WITHIN HANDICAPPED PARKING SPACE AND/OR NO PARKING AISLE SHALL NOT OTHER ADJACENT WALKWAY SURFACES WHERE THERE IS NO CURB RAMP, EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT AS 4. WATER/CEMENT RATIO SHALL BE LESS THAN 0.40. D EXCEED 1:50 IN ALL DIRECTIONS. DEFINED IN THE AMERICANS WITH DISABILITIES ACCESSIBILITY GUIDELINES (A.D.A.A.G. SECTION 1100.) 5. AVERAGE FREEZE/THAW LOSS SHALL BE LESS THAN 4%. ' 8. OMIT DETECTABLE WARNINGS WHERE THERE WILL BE LESS THAN 24" OF SPACE BETWEEN DETECTABLE WARNING FIELDS. 3. SIGNS SHALL BE PERMANENTLY INSTALLED ATA MIN. CLEAR HEIGHT OF 84" ABOVE WALKWAY 6. STEEL/FIBERGLASS FORM FINISH. F1111 .I SURFACE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS ISLE. 7. MANUFACTURED IN ACCORDANCE WITH N.Y.S. DOT SEC. 714-04. 4. SIGN SHALL MEET THE LATEST REQUIREMENTS FOR RETROREFLECTIVITY. DETECTABLE TEXTURE WARNING DETAILS 8. BUTT UNITS TOGETHER WITHOUT MORTAR. 2 CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS i TYPICAL PARKING SPACE LAYOUT TYPE 2A CURB - PRECAST 1 ) CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS CONCRETE AT SIDEWALK DETAIL N_a CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS Zoo N L.,,_). Q 2 E pO~(nLLQw Lu 0-0_1K N Z H i- o zzzz MUTCD NO: RI-ID oo opzwoow Dw,,ojoZ N w 0 o J o- ALTERNATE N ZQQ00o( PARKING PARKING LINES TOWHITE w RESERVED / \ SIDE ACTM SIGN WITH ANY FIRE �2 al PARKING Z" DIAM. LOCK .w. \ TIME PARKING LANE ' BOLTS hammiriliiii1111111 < > < 1l::. Z BAR STIFFENER SEE NOTES FOR SPECIFICATIONS AND PLACEMENT. 2' MIN j SUPPORT PER SEE LMG SHEETS FOR QUANTITIES AND LOCATIONS. MUTCD NO. P4-6C ( W ) NYSDOT STANDARD \ / SHEET 645-51 Z \ / o _ 12" O 1 - J GALVANIZED STEEL SIGN POST TRAFFIC SIGN LOCATION I TYP. TO BE APPROVED BY CITY CONCRETE SIDEWALK 0° (SEE NOTES) rx TRAFFIC DEPARTMENT miN GRASS BELT BETWEEN �---- "HANDICAP PARKING" SIGN SIDEWALK = z CURB AND SIDEWALK w -a--- W/"VAN ACCESSIBLE" SIGN o m m ,- CONCRETE CURB m w - ■ c�i L1,1 DROP CURB (FLUSH REVEAL) 0 o BI-DIRECTIONAL BREAKAWAY l' N ' 6" HIGH CURB ^ BASE AND HINGE ASSEMBLY o Z -L . J PER NYSDOT STANDARD ■ I z z 11 TYPICAL ACCESS ISLE PAINTED SHEET 645-11 TO BE Z a • /A APPROVED BY CITY TRAFFIC ■■■■_ CROSS WALK STRIPING O g a 0j WITH 4" DIAGONAL LINES AT DEPARTMENT 111"j• ♦ ♦ m )_a� 45° ANGLE, 24" O.C. V \ / SCALE: NTS " 4 WIDE PARKING LINES RI-ID - DIAMOND GRADE REFLECTIVE / o , PAINTED WHITE SHEETING REQUIRED / a w 4'-0" 22'-0" / \/\/\ \/\/ O N _ MIN. _ MIN. _ \\ \\ \\ \ \\ \-- DROP CURB O r HANDICAPANSI NDARDSYMBOL //�\/�\ \ '�/ NYSDOT TYPE 'A' STREET J 3 i z a \\ SIGN SUPPORT w o ' I- o z NOTES: INN Z a iO00 N `` 1. MAXIMUM SLOPE WITHIN HANDICAPPED PARKING SPACE AND/OR NO PARKING AISLE SHALL NOT 20'± Y.I � t Z Z w EXCEED 1:50 IN ALL DIRECTIONS. .-- EMBEDMENT IN TEMPORARY PAVEMENT AREA EDGE FOR ~ w ' a a 2. SIGNS SHALL BE PERMANENTLY INSTALLED AT A MIN. CLEAR HEIGHT OF 84" ABOVE WALKWAY ACCORDANCE WITH TO BE REPLACED WHEN ROAD f FUTURE SAWCUT 3 i z Q w SURFACE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS ISLE. NYSDOT EB 99-018 SURFACE IS EXTENED �/� o ' o 3. SIGN SHALL MEET THE LATEST REQUIREMENTS FOR RETROREFLECTIVITY. (I) V o NATURAL TAPER WEARING COURSE y Q i TYPICAL PARALLEL PARKING NOTES: BINDER COURSE Z ' Z8 I CC N j �- A er �7,•irz. �� N 1 N N ACCESSIBLE ACCESS LAYOUT 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM • �•I� 1••� .•i•j •.1�• - GRAVEL BASE COURSE GC w o N i�� ���:blitS 811 0IAk �S-I0�•ii i,i0L&.•.� g •�C CC c� TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC f\� W Q G DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \ \ \ \ \ \//\\j - y J C4j SCALE: NTS MAY REQUIRE SPECIAL CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. \// \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \7 , SUB BASE COURSE vi i 2. POST TYPE, SIZE AND NUMB ER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT. \ / / / / //\\//\\//\\//\\/ / / / /\��\ \ \ \��\��\��\,�\/�\��\��\� � ��\��\��� I.IJ 3. ALL STOP SIGN AND WARNING SING FACING SHALL BE MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET \/\�/\�/\�/\�/\�/\�/\�/\�/,�//. /% �' Z THE LATEST RETROREFLECTIVITY REQUIREMENTS. W OC uj , 4. SIGNS TO BE INSTALLED WITHIN THE SARATOGA COUNTY RIGHT OF WAY SHALL BE REVIEWED AND APPROVED BY THE N o Q. SARATOGA COUNTY COMMISSIONER OF PUBLIC WORKS. BITUMINOUS PAVEMENT TERMINATION 4 1/4" RADIUS PARKING & TRAFFIC CONTROL SIGNS aa2 FINISHED GRADE 5 OG MIN. 6°° CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS Z y EXISTING NEW U. �v�i�llvi MIN. PAVEMENT -GONSTRUCTIOFI - 111rIMrM/ i=lli-i ; � FIII-III ° PAVEMENT - III-I 1 I-I 1 -III-1 • ,4. - III-III-III-III- ° •: •.* -- v JAI 7 0 ;IIIIII IIII ,: ,.. '. :, II L III=III III- `; •°: :.• :. ��� -ISI III-�<.,, .:n Ill'IIIIIIIIIIIIIIIIII CAST-IN-PLACE/SLIP FORM SAWCUT DEPTH OF 00 III-III III- CAST-IN-PLACE/SLIP CONCRETE CURB. SEE PAVEMENT & TACK J L 0 =1 III-I ,1,__��t��1, a W III-III III- ; . •0.0.0.0• CONCRETE SPECIFICATIONS COAT ALL SURFACES F" Z CO 0 q 1 I=III I-I • •:: ' :-ea•a•aIa►- DETAIL -III-III-II1E :. •o•o• I' ll .- a I- U _ _ PRIOR TO PAVING0 W [ITN N -6" MIN. I=III=III=I '<. .° .., -IaIaIaose a in W g z m J =III\II I-III-.. :.. ':.:. •�_��� (4 a d m �_ . . - GRAVEL COMPACTED TO y J =I . I 1 I=III=I I 95% STANDARD PROCTOR PAVEMENT SAWCUT z z =Q III - �� �i -III III a 1-I !0.0.011 o•o•o 11 I=I 1 I=I I W HI 11 iI=IiI=IiI PAVEMENT TERMINATION -III-III=ISI-ISI-ISI-ISI-ISI-ISI-1 -�I z � 7' = iI=IiI=111E 11E111E111E11AND SAWCUT DETAIL J W -'11-111-111-111-111-111-111- ' 8 NOTE: EXPANSION JOINTS SPACED ALONG CURB 10' -...-7 i SUBGRADE COMPACTED TO O.C. MAX. 90% STANDARD PROCTOR \ / CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. TYPE 1 CURB - CAST-IN-PLACE/SLIP FORM CONCRETE AT TURF DETAILrni.L.1 CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS PLANNING BOARD # 20190467 MISCELLANEOUS Approved under authority of a resolution adopted SITE DETAILS by the Planning Board of the City of (Date) (2 OF 3) Saratoga Springs. (Chairperson) (Date Signed) PROD. N0: 780.00 D T- 5 SCALE: AS SHOWN DATE: 05/07/2019 SHEET 14 OF 19 ACCESSIBLE ROUTE NOTES: 10' SLOPED TOP 1"x6" ROUGH - - 1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONE, PUBLIC 2' - 3' 4' ►-••■ 3' SAWN CEDAR STREETS OR SIDEWALKS, AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY THEY SERVE. ' ' 0 • • • 0 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON ' • (1 /--'`+ • , •i 1. / THE SAME SITE. �: 2x4 BOLTED ID - THE 0 • `�O/• °: `O/ °`.O/ TO POST N BOX BEAM GUIDERAIL PER 3. WALKING SURFACES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%. In4 • • p NYSDOT STANDARD -H f 2' MIN. SPECIFICATIONS NO. 4. ANY WALKING SURFACE WITH A RUNNING SLOPE GREATER THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS. ° �QLLARP • • 3"0 GALVANIZED 606-5.01 STEEL POST 5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL .- 344 GALVANIZED • • • • COI , CHANGE IN LEVEL). o O' STEEL POST °' 0 N FINISH GRADE o J 6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. . 1x6;' ROUGH SAWN • w CEDAR .. =. i I I Y...= o 0 7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ROUTES SHALL BE THIRTY SIX (36) INCHES MINIMUM. +a `-I I 1 _ - **NOTE: u cn In SEALED CoNCR:ETE° ° PAD,'6`M .TW1C K LC47 "1 i i U' PAVEMENT/LAWN W' BEAM GUIDERAIL MAY BE 8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE 'a IL• • 1111 } USED IN LIEU OF BOX BEAM. ► FORTY-TWO (42) INCHES MINIMUM APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND FORTY-TWO (42) INCHES MINIMUM LEAVING �. ° . =111I :p j, 11=1 ROADWAY 9�'` ° 111=1 I I- 111 THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) / INCHES MINIMUM. I I =1 I I ° I I • . I I=1 • . II=I a°. • H 1 DROP CONCRETE FOOTING -' I \ METAL BEAM GUIDERAIL 9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF TWO HUNDRED (200) FEET 111 L_,. I I TO ALLOW PAVING T . --4-- 2 HH III: CONTINUE UP TO POST. \ / SCALE: N.T.S. MAXIMUM. PASSING SPACES SHALL BE EITHER A SIXTY (60) INCH MINIMUM BY SIXTY (60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2) WALKING SURFACES =111- 11= // THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM PRIVACY FENCING 11:B011_111LA87'RILij _I' a 18"o X 48" DEEP, g BEYOND THE INTERSECTION. PER DETAILS10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE FAIR HOUSING ACCESSIBILITY GUIDELINES, THE NEW YORK 2500 PSI CONCRETENq STATE BUILDING CODE, AND APPLICABLE LOCAL LAWS & REGULATIONS. FOOTING ° co 11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES. -t- 12. 12. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE IN THE EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN / \ DOUBLE D U M P STE R ENCLOSURE ACCESSIBLE ROUTE, THE GRATE SHALL COMPLY WITH THE FAIR HOUSING ACCESSIBILITY GUIDELINES, THE BUILDING CODE OF NEW YORK STATE, AND APPLICABLE LOCAL LAWS & REGULATIONS. RAMP NOTES: \ / SCALE: NTS 1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% SHALL BE CONSIDERED A RAMP. 2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%. (28) SCROLLED VERTICAL STEEL SLATS NN` 3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY-EIGHT (48) INCHES. WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH 3 28 _ ARE FORMED FROM SECTIONS OF `��N\ SHALL BE MEASURED BETWEEN THE HANDRAILS. 1/4" x 1-1/2" SOLID STEEL BARS SETBACK=1Ya" , A 4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY 30 INCHES MAXIMUM. 28" TOP BLOCK ® , x ( ) 4.0' BATTER ` (` p ( GROUND LEVEL \ \ ANGLE ON WALL) \i` \i\\ tal `i\�i i\i\��i`i\i\\i ii\i\\��i \\i �N , }›- 5. a LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING %\�\\\�\ \�\\�\\� \�\ \\�\\� \� \\�\\� \� z aLD CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY 60 INCHES LONG • ��� \\��\���%�i\\�\��i\��\\��\���� ‘\..\..t6 ;'�1 N = z ( ) -•-•-• iii\ ii\i\\ _ - MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING OF SIXTY 60 INCHES BY SIXTY 60 INCHES MINIMUM. �i�i�i�\�i����\����i���\\��\���� �\i �� �\ ` =a 'w ( ) ( ) -----._.. \\; 1� 0o~(nL1_QZX164\i\\�i� MOVE BLOCKS FORWARD DURING 3.89 -�O° 1 u o o_,- 6. RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES ORA HORIZONTAL PROJECTION GREATER THAN SEVENTY-TWO (72) INCHES SHALL HAVE HANDRAILS ON � 1 \A \ � • '�` Nzi-i- o • �� \ �ozzzzBOTH SIDES COMPLYING WITH FAIR HOUSING ACCESSIBILITY GUIDELINES, THE BUILDING CODE OF NEW YORK STATE, AND APPLICABLE LOCAL LAWS & REGULATIONS. R I�1 \� INSTALLATION TO ENGAGE SHEAR -'::-*\'\\ � `N 1 p 1-z u o o u �I \i�\i' KNOBS (TYPICAL) o SEAT VII `� `�1`� D w o C)_1 0 z 7. FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT. NOTE: LOAD CONDITION 'A' -•-i \\��\\% : 2.07 HEIGHTI \`. '' a J o 0 0 cn SHOWN (NO BACKSLOPE - v ./1.\\,... 41" MIDDLE BLOCK � - CLEARANCE FOR 3/8" ?Q Q o o zQ 8. EDGE PROTECTION COMPLYING WITH FAIR HOUSING ACCESSIBILITY GUIDELINES, THE BUILDING CODE OF NEW YORK STATE, AND APPLICABLE LOCAL LAWS & NO SURCHARGE) al \\� L� ANCHOR BOLTS (------ J REGULATIONS, SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS. I s f\\i\� 1 �� ��i'(, I' 1' \�\\� FREE DRAINING BACKFILL ►-• TO EXTEND AT LEAST 12" 9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY, THE BUILDING CODE OF NEW YORK STATE SHALL BE ;^F. �� �,, Wars \\%_.--„„--,\\% BEHIND WALL 2.75 PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED • \\\--\\„;-„,,,_ TO PROVIDE A COMPLIANT TURNING SPACE. A�i ii\� NON-WOVEN GEOTEXTILE I Y'� FABRIC (IF SPECIFIED) CURB RAMP NOTES: > �� c! • \�\�\\ �• II -- 6.10 Z ���� \ \\�\\� 41" BOTTOM BLOCK �' r GROUND LEVEL •70 \\\ , �•�' 1. THE MAXIMUM RUNNING SLOPE OFA CURB RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%. - \\\V'Ac am\---,..--\ \/\\/�\\% ����� /\\/�\\/\\�; INTEGRAL WELDED ,,t� \ I� �I O \ \ CROSS-MEMBERS 2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT BE \'�\��\� \% �\i\\\%i '� �\i \�\i\\% PERFORATED SOCK DRAIN AS _ • STEEPER THAN 5.0%. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE I \%\\!\\ice L���i\\\�\\i� SPECIFIED BY ENGINEER ( TUBULAR S STEEL ♦��,, �• ' I I SAME LEVEL. BURY DEPTH - \�\\��\\� ��\ +.•#40444.444.#40#444�� �` \\ 3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE SIXTY 60 INCHES MINIMUM, EXCLUSIVE OF FLARED SIDES, IF PROVIDED. \`.---\ \\---\\ ` \\\ \\ \\\'\\%‘!\%\\\- \\\i \ \ice \%\i \i\i \\\\\ ���, = z ( ) LEVELING PAD �\ \\%* \i\\i\\\ i�\\ \\\!•�\\, \%�� - CRUSHED STONE ,�� CC m 4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING SHALL BE THIRTY-SIX (36) LEVELING PAD '��' N o INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, \\\ - ♦^ zo z LEADING TO THE LANDING. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2.0% IN ANY DIRECTION. 1 5/16" TUBULAR k 6.00 v♦ NOTE: ALL RETAINING WALL DESIGNS SHALL BE PROVIDED BY THE RETAINING WALL , , ,\ a Z MANUFACTURER AND SHALL BE CERTIFIED BY A LICENSED GEOTECHNICAL ENGINEER. \_ - STEEL RUNG USED FOR Z c� a 5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS NOT PROTECTED BY CENTER-TO-CENTER DISTANCES ARE u ADDITIONAL SUPPORT a HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES. COPIES OF ALL DESIGNS SHALL BE SUBMITTED TO THE PROJECT DESIGN ENGINEER �_"� APPROXIMATE (VARIATIONS IN CASTINGS 0 o AND THE TOWN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. `\ ARISE FROM DIFFERENT RATES OF COOLING) V m it 6. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10.0%. J z 0 _ z � 7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTO VEHICULAR TYPICAL RE D I-ROCK RETAINING WALL LENGTH: STANDARD 6' LENGTH SHOWN Z k a a TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN 0 0 o z THE MARKINGS, EXCLUDING ANY FLARED SIDES. r� (OR APPROVED EQUAL] COLOR TO BE "VS BLACK" I i J �7 SCALE: NTS 8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. W oz ' I- 0 et _, z MANUFACTURER'S NOTES: 5 9. CURB RAMPS SHALL HAVE A TWENTY-FOUR (24) INCH DEEP DETECTABLE WARNING COMPLYING WITH 406.12 A117.1 -2003, 1.DUCTILE IRON CASTINGS COME WITH A TEN YEAR WARRANTY AGAINST BREAKAGE. Z la - a i O 00 T o EXTENDING THE FULL WIDTH OF THE RAMP. REFER TO DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT, ORIENTATION AND 2.DRAWING NOT TO SCALE. >. v 1 Z w ¢ w NOTES. 3.ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, W , a a AND ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE N Z ' z a 1.1 cr FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD _ 10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, �� INCH WIDE BY SIA INCH DEEP, ONE (1) INCH CENTERS y 0 E' I N z TRANSVERSE TO THE RAMP. COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE 0 8 5 `` 1/16-1/4" MAX. SAND THICKNESS OF THE RESULTING FINISH COAT AVERAGES 8-10 MILS (200-250 MICRONS). fA Q iij. ce 11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP. FILLED JOINTS 4. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BENCH IS IN PLACE. THIS VICTOR STANLEY, 0 z ! Q N INC. PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND. BRICK PAVER-"BLU-60" BY 5. ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY, INC. ~ N I Z o N 12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK AND NOT ON THE SIDEWALK. Z a TECHO-BLOCK, COLOR - 6. FOR HIGH SALT ABUSIVE CLIMATES, HOT DIP GALVANIZING BEFORE POWDER COATING SHALL BE USED. p� w -C N CHAMPLAIN GREY 7. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS. Q G c�" 13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE RAMP AREA. / W 8. THIS PRODUCT IS SHIPPED FULLY ASSEMBLED. Cl) - co 14. CURB RAMP TYPE AND LOCATION ARE PER PLAN. _°�'� � • - 1" COMPACTED SAND BEDDING COURSE E N , J PARKING SPACE NOTES: y•�<•='- •0. .�-♦�`` GEOTEXTILE FABRIC SEPARATOR GENERAL NOTES: u Ilan ffal+� 1. BENCH TO BE CR-18 'CITY SERIES' STANDARD 6 FOOT BENCH WITH DUCTILE IRON END FRAMES. W E W ' a o 1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ® SUBGRADE 95% COMPACTED 4 6" GRANULAR FILL 2. BENCH TO BE MANUFACTURED BY VICTOR STANLEY INCORPORATED d a ENTRANCE. �� P.O. DRAWER 330 - DUNKIRK, MD 20754 USA , TOLL FREE: (800) 368-2573 (USA & CANADA) O 2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE. ACCESS AISLES SHALL BE SIXTY (60) INCHES WIDE. ONE OF SIX ACCESSIBLE TEL (301) 855-8300 - FAX (410) 257-7579 gE 0 SPACES SHOULD PROVIDE A VAN ACCESSIBLE AISLE. THE AISLE SHOULD BE 96 INCHES WIDE (OR ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET). NOTE: REFER TO TECH-BLOCK INSTALLATION GUIDE FOR COMPLETE INSTALLATION WEB SITE: HTTP://WWW.VICTORSTANLEY.COM WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE INSTRUCTIONS FOR PAVERS 3. ASSEMBLE PER MANUFACTURERS INSTRUCTIONS. W PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE Q FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE. N 3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH PROVISIONS FOR r PARK BENCH DETAIL p ACCESSIBLE ROUTES. MARKED CROSSINGS SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE POSSIBLE, IT IS BRICK PAVER DETAIL 5 a 0 PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES. SCALE: NTS / SCALE. NTS J CJ (3 4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. \ / Z W z 5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE. O J W 0 6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. Z II el CO O q W WN2 7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT "11IH U} o, FOR ANGLED VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. I4 N W g ZCD a 8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME N 7 z I Q UI LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. I - 9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS. 4 ii w 10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE. 1 Z N 11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF =I W NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE PROVIDED AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE PARKING SPACES. 12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR HEIGHT OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED WITH BOLLARD PROTECTION. 13. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE PAINTED BLUE (OR ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM PAVEMENT). 14. WHERE PARKING IS PROVIDED WITHIN OR BENEATH A BUILDING, ACCESSIBLE PARKING SHALL ALSO BE PROVIDED WITHIN OR BENEATH THE BUILDING. PLANNING BOARD # 20190467 MISCELLANEOUS Approved under authority of a resolution adopted SITE DETAILS by the Planning Board of the City of (Date) (3 OF 3) Saratoga Springs. (Chairperson) (Date Signed) PROD. N0: 780.00 D T- 6 SCALE: AS SHOWN DATE: 05/07/2019 SHEET 15 OF 19 • ES1 vivagAo 0o�• ANTI-SEEP COLLAR INV=322.27 NON-WOVEN GEOTEXTILE MIRAFI w4wo o• 160N OR APPROVED EQUAL & liI��i IMPERMEABLE THERMOPLASTIC LINER PAVEMENT (PER LASURROUNDING SUBSURFACE ENGINEER'S DRAWINGS) LAO / STORMWATER MANAGMENT SYSTEM SK75 CHAMBER ff. <.. — - — - — '1 •o♦ _ -...�,InsEEE=_:;....�lnsEEE=_ _ ! / FINAL BACKFILL all�:_ii-°'mill.::_.iii-I.' \O\'IIIIIt�.,Il1':.:iiiiiiPEiii-iiii i,11/1Liii_iiiffii!eLiii-iiiilll@.:lLiii-ii011/1!Eiii-iigi!Liii_iiii!ig.. ?Y •�I//� 34'-15" HOPE *44♦ •o.5ox \ / INITIAL BACKFILL '? !:: \\ 8' MAX. .:,...:..>......:.......::... n - 327.49 MIN. .� .•••� \ ••r•ii • r• • • r• • •r••••ii• • rr ` I :..,......,.,.,: % 6" MIN. 327.19 MIN. •�. ::: ....:: ... . ._ri . . ..•••ii• iw... ! 1 I `IIa�IIL '=111a111L : 111,111E �I�IIIL =lig t.:._:\- � _ - 324 OCSI RIM=327.81 \\ 326.19 MIN. j •'.•..-• ..« �,::� ,, EP `,- IA?.. 30'32549 BE 32s THERMOPLASTIC•• UNDISTURBED 0.•;r1r• g" MIN. • •••• •• ••••• 1:1_%;4.;..4%;/..:,w,...t.ff,,z,,,.;;;;;,.1.:‘,..!! ...ffe . � • . • • BEDDING -328 INV=322.99' s�\� _ .�����. \\ �. ``��y�\ oi\� " \�\ -\O\`�\Op�\�\\f�\♦Od*W"` , \\\ �`♦O\`5"5`\O♦`5``,` � ` � s.`S� //� NON-WOVEN GEO-TEXTILE • • • • •. • 322.99 12" - 12" 51" 6" MIN. \\ \\%��\/\/ APPROVED FABRIC R EQUALAFI )N OR %i=Y=Y=�-�-�-S0..-�-�-�_�_i_i_i_Y t SUITABLE FOUNDATION / \ - - -< - \� - :o. 322.24 MAX. UNDISTURBED SOIL NOTES: -� 1- _ 6 CHAMBER SECTION ELEVATIONS 1 MANUFACTURER'SCHAMBER TELATEST INSTALLATION INSTALLED UI IN ACCORDANCE WITH THE 6. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE A GRANULAR, WELL GRADED SOIL WITH LESS THAN 35% FINES OR AASHTO M43 SIZES 2. FOUNDATION: TRENCH BOTTOMS WITH UNSTABLE OR UNYIELDING MATERIAL (3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10) WITH L — — — — 3 SHALL BE EXCAVATED TO A DEPTH DIRECTED BY THE ENGINEER AND REPLACED CLEAN, CRUSHED, ANGULAR STONE ADDED TO THE GRADATION. INITIAL is, SUITABLE MATERIAL. FOR UNSTABLE MATERIALS, GEOTEXTILE MAY BE USED BACKFILL SHALL EXTEND FROM TOP OF EMBEDMENT BACKFILL TO • TO STABILIZE THE TRENCH BOTTOM, IF DIRECTED BY THE ENGINEER. THE DESIGN NOT LESS THAN 24 INCHES ABOVE THE TOP OF THE CHAMBER. ® J —— COMPACTION SHOULD BE BROUGHT TOA MINIMUM OF 95% STANDARD 0 9'-12" HOPE ENGINEER IS RESPONSIBLE FOR VERIFYING FOUNDATION SUITABILITY. PROCTOR DENSITY. 00.50x STORMWATER MANAGEMENT SYSTEM #1 3. GEOTEXTILE: A hoz NON-WOVEN GEOTEXTILE FILTER FABRIC SHOULD BE USED SK75 STORMWATER CHAMBERS BY LANE ENTERPRISES, INC. TO PREVENT NATIVE SOIL FROM MIGRATING INTO THE INITIAL BACKFILL MATERIAL. 7. FINAL BACKFILL: SUITABLE MATERIALS SHALL BE ANY SOIL DIRECTED INV=322.99 BY THE ENGINEER. FINAL BACKFILL SHALL EXTEND FROM TOP OF BOTTOM OF STONE=322.49 4. BEDDING: SUITABLE MATERIAL SHALL BE A 3/4 - 2 INCH, CLEAN, CRUSHED INITAL BACKFILL TO NO MORE THAN 8 FEET ABOVE THE TOP OF THE `, 48 TOTAL CHAMBERS ANGULAR STONE, OR MSHTO M43 SIZES (3, 357, 4, 467, 5, 56, 57) WITH CHAMBER. COMPACTION LEVELS SHOULD FOLLOW ENGINEERS _ ______6 CLEAN, CRUSHED, ANGULAR STONE ADDED TO THE GRADATION, e.g., CLEAN, RECOMMENDATIONS. JELLYFISH: CRUSHED, ANGULAR #3 (AASHTO M43) STONE. MINIMUM BEDDING THICKNESS 8. MINIMUM COVER: FOR UP TO H-25 TRAFFIC APPLICATIONS A r — — — �i INV IN=322.99(CHAMBERS) \ SHALL BE 9 INCHES. COMPACTION SHOULD BE DONE IN LIFTS OF NO MORE MINIMUM COVER OF 18 INCHES IS REQUIRED, MEASURED FROM THE INV CUT=322.49(0CS1) THAN 9 INCHES TO A DENSITY OF 95% STANDARD PROCTOR DENSITY. TOP OF THE CHAMBER TO THE BOTTOM OF THE FLEXIBLE PAVEMENT. It I 5. EMBEDMENT BACKFILL: SUITABLE MATERIAL SHALL BEA 3/4 - 2 INCH, CLEAN, ADDITIONAL COVER MAY BE REQUIRED FOR CONSTRUCTION LOADS OR ,• CRUSHED ANGULAR STONE, OR AASHTO M43 SIZES (3, 357, 4, 467, 5, 56, 57) WHERE RUTTING MAY TAKE PLACE. WITH CLEAN, CRUSHED, ANGULAR STONE ADDED TO THE GRADATION, e.g., CLEAN, 9. MAXIMUM COVER: A COVER HEIGHT OF OVER 8 FEET IS NOT = /--1, _---- EDGE OF STONE (TYP.) RECOMMENDED. COVER HEIGHT IS MEASURED FROM THE TOP OF THE U o• CRUSHED, ANGULAR #3 (AASHTO M43) STONE. MINIMUM BEDDING THICKNESS (n a CDS1 SHALL BE 9 INCHES. EMBEDMENT BACKFILL SHALL EXTEND FROM TOP OF CHAMBER TO THE TOP OF THE PAVEMENT. z a • RIM=327.49 — BEDDING TO NOT LESS THAN 114" INCHES ABOVE THE TOP OF THE CHAMBER. 10. IMPERMEABLE THERMOPLASTIC LINER IS REQUIRED TO BE u oo z INV OUT=324.45(CHAMBERS) -� NO COMPACTION IS REQUIRED BUT AN EFFORT SHOULD BE MADE TO HAND KNIFE INSTALLED AROUND ENTIRE SYSTEM. _ _ / . ..... INSPECTION PORT (TYP.) Q= •3 w 14'-1 " HOPE �� I 5oz STONE INTO ALL CORRUGATIONS. o Lu 0-0_1K ` I N.J.', �.\\ 0i zzzz I STORMKEEPER SK75 CHAMBERS owo�oo� ����QaZ r� z<g000z 9 Qn . - \ C / SCALE: NTS a a o'o / \J c...44 -- i a n ° -4‹ °— --L --- .° -° °A. A ° IC \ °< . A a: 4" SCHED 40 SCREW-IN CAP 16‹1 l I — - — --- -1 a O NYLOPLAST 12" INLINE DRAIN CONCRETE COLLAR Z L m __ _____ BODY W/12" SOLID HINGED I 1 /\ /\ r — — — COVER AND FRAME (SEE PAVEMENT — — — I r ! I NYLOPLAST DWG# ���� / ���� GRANULAR WELL GRADED 7003-110-044 FOR PAVED ` SOIL/AGGREGATE MIXTURES APPLICATIONS/SEE DWG# �� V N SUBSURFACESTORMWATER MANAGEMENT BASIN # I 7003-110-045 FOR MAX 'Mlr� 4" SCHED 40 PVC Z UNPAVED APPLICATIONS) .'��- T.'��- �.'� �. �-' , CC m SK180 CHAMBER ���z`A4 A �i;.'**'.P,;,4V.� ;�� 4" SCHED 40 PVC COUPLING V) U ♦^I wZ C7 4" SCHED 40 PVC Z aO 8" 0 5 10 20 40 - a SCALE: 1"=10' d O 111111111‘4 __ CLEAN NOMINAL CRUS ED ANGULAR 1 A H U Z LeLjce '� " I I I I I TYPICAL DIMENSIONS OF STEEL DIAPHRAGMS OAC O o N STONE . .. CNTECH .. ;, u;� ,� ,�s,_� ;� , ��,.�„ ii CORE 4.5" HOLE IN CHAMBER 'i' 111 DIMENSIONS OF DIAPHRAGM o z _ ' . ., . . . . (4.5" HOLE SAW REQ'D) I I iPIPE GAGE BAND i LL c� a om :�� !. �e).i0 �i � � .y: -27i, DIA. WIDTH _ MAINTENANCE �'-� CARTRIDGE DECK � ,. n• n• OF � z ACCESS WALL a %goo� �1\•_ (IN.) COLLAR (IN.) W (IN.) H (IN.) ii W oz 1- o z A MIRAFI 160N NON-WOVEN ���l� �i� �� Z P 1 0 r u � � 27" HI-FLO GEOTEXTILE, OR EQUAL �� ANY OF (6) VALLEY e e e e i \I e e e e 12 16 7" 64 32ND w 140I I CARTRIDGES Z u N LOCATIONS Y2" X 2" SLOTTED 15 16 7 64 34 I a - ,� PIPE A 3Z o f N u w FLOW �� NTS BAND HOLES FOR /B BOLTS cos ! El- uFRAME AND COVER 27" DRAINDOWNNOTES: CONNECTION DETAIL � � t2" 18 16 7" 69)a 35)2 � o o a �BY 1" LONG ®8" C CN z 21 16 7" 72 37 v8 w CONTRACTOR TO (DIAMETER VARIES) FRAME AND COVER SHOWN �� -t! CARTRIDGE 1. INSPECTION PORTS MAY BE CONNECTED THROUGH ANY OF (6) CHAMBER CORRUGATION VALLEYS I y a GROUT TO FINISHED �' 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. 24 14 7" 72 3i�Y 0 N GRADE - HATCH OPTION FLUSH WITH TOP OF STRUCTUREI I \\ ���;/ I I ' Z o f ) \iiii4 0_ STORMKEEPER CHAMBER 30 14 82)2 41)2 W , O N (V /////<\/�//� 0' A ll ' lil 36 12 7" 88 44Y2 N � y, 42 12 N GRADE RINGS STEPS INSPECTION PORT D ETA: L 10)2 93)4 47)2 �; , _i i (AS REQ'D) ° .. • (LOCATION 3 W 48 12 10)2" 96 50)2 0 W MAY VARY) SCALE: NTS Z . f ' TYPICAL TWO-PIECE DIAPHRAGM 54 12 10) " 106)2 53)2 W E0. a ' CC 62^ MlN 60 10 10)2" 112 50/2 Q (4 a MAINTENANCE _ ON Q ACCESS WALL T Q PLAN VIEW 66 10 10)2" 117)4 59)2 0 = 3'-4" LOW PROFILE FRAME, CONCRETE DIVIDER TO , 72 10 10)2" 120 62)2 04 ~ a MIN. — GRATE & ADJUSTMENT 2 0 BE 4" THICK AND 12" HDPE PIPE TO BE z GENERAL NOTES: COURSE KEYED INTO PRE-CAST \, 4 V W GC CAPPED WITH 2.5" Z 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED CONCRETE MANHOLE 84 8 10)2" 136 68)2 N ORIFICE \ OTHERWISE. ELEV= 327.81' - 1 "' U. Z INV=322+99' \ r 1 0 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE Al `� 1 0 \\\ DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH TOP/COVER ANNULAR Q ENGINEERED SOLUTIONS REPRESENTATIVE. www.ContechES.com CORRUGATED H — — 3. JELLYFISH WATER QUALITY STRUCTURE SHALL BE IN 5' ID � . BAND' NOTES: [� ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION MIN. • Z V CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STANDARD BAND 1. COLLAR SIZE BASED ON PLACEMENT @PIPE JOINTS W Z ' STRUCTURE MEETS REQUIREMENTS OF PROJECT. TOP OF CONCRETE DIVIDER ss. PRECAST RECTANGULAR ANGLES (20' C/C). O Z — N 4. STRUCTURE SHALL MEET MSHTO HS-20 OR PER APPROVING ELEV=325.23 (MIN.) RISER WEIR, 1.0' WIDE; �~` 1111 111 2. BAND IS CORRUGATED TO MATCH RE-ROLLED ENDJZ O• JURISDICTION REQUIREMENTS, WHICHEVER IS MORE STRINGENT, INV=324.14' � � OF PIPE BEING JOINED. z N PI 12" INLET PIPE ASSUMING EARTH COVER OF 0' TO 3', AND GROUNDWATER 3. EACH DIAPHRAGM IS DELIVERED WITH (4) Y2"x6" 0 N INV= 322.99' ELEVATION AT OR BELOW THE OUTLET PIPE INVERT ELEVATION. BAND BOLTS AND (8) 3/8"x1" BOLTS W W• 10 \ict— 3 ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER 1 0 WIDTH a W U} o] 12" OUTLET ELEVATION. CASTINGS SHALL MEET AASHTO M306 LOAD RATING RECTANGULAR WEIR, 1.0' 15" HDPE OUTLET PIPE N d Q L- PIPE AND BE CAST WITH THE CONTECH LOGO. SECTION A-A WIDE, INV=324.14' OUTLET + INV=322.44' � z J� W 4/ f \ INV=322.49' 5. STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO TO BE CAST OR CUT INTO IN BASE 2o]J ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. CONCRETE DIVIDER SECTION -u — d Q 10 5'-3" -3 6. NO PRODUCT SUBSTITUTIONS SHALL BE ACCEPTED UNLESS • MANUFACTURED STEEL SUBMITTED 10 DAYS PRIOR TO PROJECT BID DATE, OR AS a 12" OUTLET FROM w DIRECTED BY THE ENGINEER OF RECORD. 12" HDPE PIPE FROM JELLYFISH INTO OCS1, lz I SEPARATOR CARTRIDGE SK75 INV=322.99 INV=322.44 ANTI-SEEP COLLAR SKIRT DECK INSTALLATION NOTES J W A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION „ • a.: 5' MIN. SCALE: NTS PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SEAL PENETRATIONS I.D. CB oo � ° • 2'-0" SHALL BE SPECIFIED BY ENGINEER OF RECORD. WITH NON-SHRINK OUTLET � B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING WITH OR FLEXIBLERINKo CONCRETE DIVIDER 4'-0"0 AND REACH CAPACITY TO LIFT AND SET THE STRUCTURE (LIFTING GROBOOT CONNECTION INV=322.44' a. 15" HDPE © 0.50% CLUTCHES PROVIDED) (�P ) C. CONTRACTOR WILL INSTALL AND LEVEL THE STRUCTURE, SEALING p 6" #1 CRUSHED STONE a a a a a <Q° a ° ° a THE JOINTS, LINE ENTRY AND EXIT POINTS (NON-SHRINK GROUT a qga-�oa gqa.,��oa,•• .g-, ° ` _� Illhilk.1 °I 0 oa�O QQ0oaObO Qa b WITH APPROVED WATERSTOP OR FLEXIBLE BOOT) oc °0b?oc e•o•b °. \ D. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT ANTI-SEEP COLLAR ELEVATION A-A CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. 6" #1 CRUSHED STONE E. CARTRIDGE INSTALLATION, BY CONTECH, SHALL OCCUR ONLY NOTE: AFTER SITE HAS BEEN STABILIZED AND THE JELLYFISH UNIT IS STORMWATER JELLYFISH JF4 BY CONTECH, WITH 27" CARTRIDGES CLEAN AND FREE OF DEBRIS. CONTACT CONTECH TO PLANNING BOARD # 20190467 TREATMENT CAPACITY = 0.23 CFS COORDINATE CARTRIDGE INSTALLATION WITH SITE STABILIZATION AT SUBSURFACE STORMWATER MANAGEMENT MANAGEMENT ONE YEAR DESIGN STORM = 0.13 CFS (866) 740-3318+ Approved under authority of a resolution adopted BASIN DETAILS `JELLYFISH JF4- 1 - 1 FILTER DETAIL SYSTEM OUTLET STRUCTURE [OCS 1 ) by the Planning Board of the City of 4 j SCALE: N.T.S. 5 SCALE: N.T.S. (Date) (1 OF Z) Saratoga Springs. (Chairperson) (Date Signed) PROD. N0: 780.00 D T— 7 SCALE: AS SHOWN DATE: 05/07/2019 SHEET 16 OF 19 8•40 ` ,/ ' NOTES: 15" CMP RISER INSPECTION Il* / / \ FINISHED GRADE ELEV. (MIN) = 324.00' PORT WITH COVER ' LANDSCAPED/NON-TRAFFIC AREA ' TOP OF STONE = 323.28' / / 4.444_ S3 \, TOP OF CMP ARCHES = 322.78' i"-1i" CLEAN CRUSHED ��� / \\ �I/ Q9 \ ANGULAR STONE BACKFILL / // \\ \ BOTTOM OF 28"x20" CMP ARCH = 321.11' \ MIN. FINISHED GRADE= 324.00' .A�����k��1/1�I�������lywiwv,i , witw�� ►��w��L����W:L��L���Akwwitw o 1r °��L�������AO�L�������AO�L�� / \ BOTTOM OF STONE = 320.44' 8.5" MIN. / \ TOP STONE= 323.28' rS'r ��.�► ; � t2 �i./ \ TOP PIPE ELEV= 322.78' ' ' '="° .,` ` 6144144 1 /, N N ) OBSERVATION PORT (TYP.) SEE NOTE / > ��•� O�!►c•�.�-ziaWittrtagOia. I IP 20" 1 OF DETAIL 2 FOR OBSERVATION I ���r-�PORT INSTALLATION Lire = '2►�. its► i,/ *%if._ . ►! li. % 1 .�. � �=� ELEV= 321.11' `��../i}1.� 5t��ititi �5 a trwu. .-t1,.+.J/rA11lt�lisi_tesrlst4)11.0 i�farily- // 11 ifir 8" MIN. \` lL wm`mawd w. ``v.Akr-- ��� � INV=321.11 ' / 1'-0" LIMITS OF STONE BACKFILL UNDISTURBED SOIL 3'-4" "A" 12" HDPE PIPE TO BE / (TYP.) CAPPED WITH 4.0" TYPICAL CROSS SECTION ORIFICE AT JELLYFISH ---_,., 7 INLET �^ 3 i- i." ANGULAR INV=321.03' 7 / 28"x20" CMP ARCH PIPE BY LANE -/ STONE BACKFILL // /�/ - ENTERPRISES (OR EQUAL) 1.ALL CORRUGATED METAL PIPE (CMP) SHALL BE THE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITH / � INV=321.1 1 A METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL CONFORM TO IMPERMEABLE THERMOPLASTIC /�°°� \i / 16'-12" HOPE AASHTO M245 AND/OR ASTM A762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHTO M196 AND/OR ASTM B745. ALL RISERS AND STUBS °��� °�` LINER, 40 MIL HDPE // \ / ARE 16-GAUGE WITH A 2%" X W CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEET THE MINIMUM DESIGN REQUIREMENTS OF ASTM A998 ,0.�°01..�� IMPERMEABLE LINER BY NEW �ti ve Ii••:* ENGLAND LINER SYSTEMS, / /9%„____________;4 / \ � '' / , FOR THE BURIAL DEPTH SHOWN ON THE PLANS. �`��`�� INC. ' / �/ JELLYFISH2 ��------�-� RIM=324.03 2.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR AGENT TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH // 324 4 INV IN=321.03(PIPE GALLERY) REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD /� � /// 324 INV OUT=320.53(0CS2) AUTHORITIES. \\�\\�/\�\ ��� NON-WOVEN GEO-TEXTILE * DMH1 \\ FABRIC MIRAFI 160N RIM=324.00 - - / / 105' 3.THE CONTRACTOR SHALL BE ADVISED THAT CORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH / %. INV IN=321.11(184) 6" ROOF LEADER r" 31'-12" HOPE AND RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL. THE RESULTING SOIL-CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE INV OUT=321.11(PIPE GALLERY) //I V �•5� OCS2 EQUIPPED WITH RECESSED FLEXIBLE PIPE TO WITHSTAND ANTICIPATED LOADS. / ,----- - ,.-- '' FRAME & SOLID COVER UNDISTURBED SOIL 322 - -" // I FFE= 327.50 I OCS2 4.PIPE BEDDING AND EMBEDMENT SHALL BE SELECT GRANULAR MATERIALS MEETING THE REQUIREMENTS OF AASHTO M145 FOR A-1, A-2 AND A-3 DETAIL "A" RIM=324.33 CLASSIFICATIONS. WELL-GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGER THAN THREE INCHES, AND FROZEN PROPOSED 3-STORY 6-UNITI INV IN=320.35(JELLYFISH2) LUMPS. APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILLED WITH A CLEAN, OPEN-GRADED, X324 ^ I ry APARTMENT BUILDING I INV IN=320.91(CB6) ANGULAR STONE WITH A SIZE DISTRIBUTION BETWEEN 0.75 AND 2 INCHES. OPEN-GRADED EMBEDMENT MATERIALS REQUIRE THE USE OF A FILTER FABRIC W M INV OUT=320.38(ES2) --- TO ELIMINATE THE POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. I$:1 ' 2,218± S.F. FOOTPRINT 5.ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS, ASTM A798 FOR I00.50% CORRUGATED STEEL PIPE OR ASTM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/OR SECTION 26 OF THE AASHTO LRFD BRIDGE CONSTRUCTION II,- - - SPECIFICATIONS. IN GENERAL, BEDDING SHALL BE A MINIMUM OF 4 INCHES IN DEPTH AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO THE NOTE: I - ES2 MIDDLE-THIRD OF THE PIPE SPAN, AND THE EMBEDMENT SHALL BE INSTALLED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES AND COMPACTED TO A MINIMUMI326COlea INV=320.30 90% AASHTO T99 STANDARD PROCTOR DENSITY. EMBEDMENT SHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE-TO-SIDE IMPERMEABLE THERMOPLASTIC ^`,��\ e� i� I DIFFERENTIAL OF 24 INCHES OR ONE-THIRD OF THE PIPE DIAMETER, WHICHEVER IS LESS. SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE LINER IS REQUIRED TO BE }}a �,��," ,�, �,,,` -_� / 39'-12" HOPE A MINIMUM DISTANCE OF ONE-EIGHTH THE DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. INSTALLED AROUND ENTIRE Zoc5 . ,,`�,-� .,, ota2A" HOPE a 11 ; / vr? w 00.50% 6.PUBLISHED INSTALLATION STANDARDS REFERENCED ABOVE SHALL BE SUPPLEMENTED WITH THE FOLLOWING INSTRUCTIONS TO ACCOUNT FOR THE PRESENCE DETENTION SYSTEM. �' _"E a ��' ,,, N _-0 !•' OF MANIFOLDS AND PARALLEL PIPE RUNS: THE BACKFILL OPERATION SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF THE MANIFOLD AND o,2,1_1(1) N Q w a a 4 a / a a e �, %e.o ALONGSIDE THE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OF THE PIPE RUNS N z O-O-K ° a.: A° e e 3 f a V...,� AND TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE IS AGAIN TAKEN TO ENSURE THE BACKFILLING IS DONE EVENLY. PERIMETER BACKFILL MUST BE E0 z z z z A -.40_1‘,•\ BROUGHT UP EVENLY AS WELL, AND EXTENDED HORIZONTALLY TO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BE TAKEN TO O Q zO w O O W � �� ENSURE THE HAUNCH REGIONS OF THE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE HAUNCH REGIONS OF THE MANIFOLD Ct�O Q Q O _ r r ���.;,�`�1.4,0;�.,�`�*� l BETWEEN STUBS IS MORE CHALLENGING AND WILL REQUIRE ADDITIONAL CARE. Q W Op O O v) -•-•-------- 3'2•4 O ��.-s.�_�3��.�;�-� zaaooz / fj-- e7.NO EQUIPMENT SHALL BE OPERATED ON THE SYSTEM UNTIL A MINIMUM OF 12 INCHES OF COVER HAS BEEN ESTABLISHED, AT WHICH TIME ONLY O W A , 7. WALK-BEHIND COMPACTION EQUIPMENT AND SMALL SPREADING EQUIPMENT MAY BE USED. EXCAVATORS MUST BE LOCATED OFF THE BED, AND DUMP = .1 ` TRUCKS SHALL NOT DUMP STONE DIRECTLY ON TO THE BED. (------ ---- -1 88'-12" HDPE 00.00%-••• 66'-12" HDPE 60.00X-••• 3 28"x20" ALUMINUM ARCH GALLERY SAN SA SAN SAN SAN SAN SAN ; I *CB4 © SAN SA SAN S SAN RIM=323.86 Mh • NOTES: DETENTION BASIN CROSS-SECTION DETAIL LANE INV .11(183) *G65 INV OUT=321.11(CB5) RIM=324.15 Rim--'324.44 INV OUT=321.11(DMH1) INV IN=321.11(184) _-313.64 (w) 3 RIM*CBDEEP * DENOTES CATCH BASINS TO CONTAIN 2 Z INV OUT=321.11(166) 1 n V In (S) INV IN=321.11(CB5) 62DEEP SUMPS 4.0' MINIMUM SUMP SCALE: NTS Inv In-313' 61 (E) INV IN=321.11(CB7) ( ) ,IA, nut--313 INV OUT=321.11(0CS2) SUBSURFACE STORMWATER MANAGEMENT BASIN # 2 m cnw Cl ...) CC m CD o V) 0 ♦ ) Z 2 HO z • Z Z 0 10 20 40 80 O a SCALE: 1"=20' V o I- U �` 14111"11 ����' z CC SI_ a Zo O o z 1� CONTECH NI wwua.Con[ecM1ES.com Q �t CONCRETE DIVIDER TO ! J �� MAINTENANCEemi‘ - CARTRIDGE DECK OCS2 WITH RECESSED o z FRAME & SOLID COVER BE 4" THICK AND 3 '• o J �� ACCESS WALL W z : 5 Q �� KEYED INTO PRE-CAST • Z of LI 27" HI-FLO CONCRETE MANHOLE 0 O N A �` ELEV= 324.33' > m z w ,`.I CARTRIDGES i * � Z N i a a > FLS �� 5' ID TOP/COVER CO 0 et 1 o D \ V) J W 1 N Z FRAME AND COVER 27" DRAIN MIN. V e > CONTRACTOR TO (DIAMETER VARIES) FRAME AND COVER SHOWN -t! CARTRIDGE Q GROUT TO FINISHED .... O N 1 Q GRADE RISER 13.0" DIAMETERo (HATCH OPTION FLUSH I 0 z N TOP OF CONCRETE DIVIDER PRECAST WITH TOP OF STRUCTURE a�a Z o ELEV=323.50 (MIN.) ORIFICE Z OC - ' o < 1 \` \` \` \` \' 60, .�.�_ INV=321.74' - `" <o rn GRADE RINGS STEPS N , CO/ �a (LOCATION 13.0" DIAMETER ORIFICE 12" HDPE OUTLET PIPE Z ' LLI (AS REQ'D) MAY VARY) INV=321.74' OUTLET TO BE IN V=320.38' 6 CAST OR CUT INTO IN • SECTION ~ a f 2° MIN _. CONCRETE DIVIDER • o MAINTENANCE _ _ - 12" OUTLET FROM /� Q ACCESS WALL = I' PLAN VIEW 12" HDPE PIPE FROM JELLYFISH INTO OCS1, 0 --\\ a a 3'-4" INV=320.38 Q O a = MIN. STORAGE GALLERY INV=320.91 F 12" HDPE PIPE TO BE � GENERAL NOTES: T 5' MIN. Wog CAPPED WITH 4.0" Z v 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED ; • ° I.D. Q ORIFICE z OTHERWISE. SEAL PENETRATIONS - - v N INV=321.03' 1 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE WITH NON-SHRINK OUTLET v. Z r �'o GROUT OR FLEXIBLE o CONCRETE DIVIDER DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH INV=320.38' a. 12" HDPE ENGINEERED SOLUTIONS REPRESENTATIVE. www.ContechES.com BOOT CONNECTION 0.50% H V. 3. JELLYFISH WATER QUALITY STRUCTURE SHALL BE IN (TYP.) [� ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION O a oa aOoQ ° o :71 13 O \iclit7 1\_3 CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRMa �aa� � a z CO STRUCTURE MEETS REQUIREMENTS OF PROJECT. ANTI-SEEP COLLAR O Q - co 4. STRUCTURE SHALL MEET AASHTO HS-20 OR PER APPROVING 6" #1 CRUSHED STONE J L O JURISDICTION REQUIREMENTS, WHICHEVER IS MORE STRINGENT, N �7 mi Im Z q 12" INLET PIPEI ASSUMING EARTH COVER OF 0' TO 3', AND GROUNDWATER O N INV= 321.03' C ELEVATION AT OR BELOW THE OUTLET PIPE INVERT ELEVATION. % O fei W ui NLo ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER a W g 12" OUTLET ELEVATION. CASTINGS SHALL MEET AASHTO M306 LOAD RATING SUBSURFACE STO R MVVATE R MANAGEMENT PIPE AND BE CAST WITH THE CONTECH LOGO. N z a Q m \ INV=320.53' 5. STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO SYSTEM OUTLET STRUCTURE [OCS2] z - J J ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. 5'-3" I LO 6. NO PRODUCT SUBSTITUTIONS SHALL BE ACCEPTED UNLESS 4 SUBMITTED 10 DAYS PRIOR TO PROJECT BID DATE, OR AS SCALE: N.T.S. 4W SEPARATOR DIRECTED BY THE ENGINEER OF RECORD. CARTRIDGE N SKIRT DECK INSTALLATION NOTES w f A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND ° • 2'-0" SHALL BE SPECIFIED BY ENGINEER OF RECORD. ` 4'-0"� ► ., B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STRUCTURE (LIFTING CLUTCHES PROVIDED) C. CONTRACTOR WILL INSTALL AND LEVEL THE STRUCTURE, SEALING 6" #1 CRUSHED STONE THE JOINTS, LINE ENTRY AND EXIT POINTS (NON-SHRINK GROUT _ 14111111111111111L0 �' aO��as a°0�a° °0•, •10• WITH APPROVED WATERSTOP OR FLEXIBLE BOOT) D. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT ELEVATION A-A CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. E. CARTRIDGE INSTALLATION, BY CONTECH, SHALL OCCUR ONLY NOTE: AFTER SITE HAS BEEN STABILIZED AND THE JELLYFISH UNIT IS STORMWATER JELLYFISH JF4 BY CONTECH, WITH 27" CARTRIDGES CLEAN AND FREE OF DEBRIS. CONTACT CONTECH TO PLANNING BOARD # 20190467 TREATMENT CAPACITY = 0.23 CFS COORDINATE CARTRIDGE INSTALLATION WITH SITE STABILIZATION AT MANAGEMENT ONE YEAR DESIGN STORM = 0.23 CFS (866) 740-3318. Approved under authority of a resolution adopted BASIN DETAILS `JELLYFISH `JF4- 1 - 1 FILTER DETAIL by the Planning Board of the City of 3 (Date) (2 OF 2) SCALE: N.T.S. Saratoga Springs. Q (Chairperson) (Date Signed) PROJ. NO: 780.00 D T- 8 SCALE: AS SHOWN DATE: 05/07/2019 SHEET 17 OF 19 \. YS. ROUTE 9N coBA 'VAT/tummy...my.. I I 11�1.1.1.10.1�1.1.1�1.10 V....A.--ft,..,....-_ K CONSTRUCTION . 1A1tw•WAVA.1.1��1�.111�1�1.1.�.!&1v. z ACTIVITY 1100.�11011�01.1.1 CONs�vnnI KEEP o� A .1.10.01 CONSERVATION 111�1.11111.1.1�1.111.11 NO DIsTuRBANCE 111111.1.111.1. AREA .1�111.1.11111.111.1.1.� PERMITTED . V V Wii,1.1.1.111111111.1���.�-.-._ 111�1�1�1.11111A – .wadi1.1�1�111.111�1�1.1�1�111.1.1.VAVA.1.111.11111.1�V _ .wAvA, 1.1.1.1.11.1.111.11.11.1.1.1.1.1�1�1A III II—II— I _1 �...1.10.�10.1001A —III III III III III—III- H ••••••1••••••••_• 11 111 II z 11 11 w—I 11 III i— s -_, McGEE Rood 1 1- 1' ",;E,em� F r PERSPECTIVE VIEW F4',fi t GENERAL NOTES — Headwall .-_ (See N P Reference y7) �� SECTION 1) CONSERVATION AREA MANAGEMENT PROTECTION FENCING TO BE INSTALLED PRIOR TO GRADING ` — AND THE INSTALLATION OF EROSION AND CONTROL SEDIMENT CONTROL MEASURES. 2) ALL PROTECTION FENCING IS TO REMAIN IN IPLACPE UNTIL CONSTRUCTION ACTIVITIES ARE E TEMPORARY CONSERVATION AREA PROTECTION CONSTRUCTION FENCING ,�® ' \ / SCALE: NTS I Now, ® Lands N/F Of Of Deeds Page 482 ese Book 654 I 11111104040 II I OVERALL PARCEL AREA (8.42± AC) *lift* I aft/ Lands N/F Of Wardell Of Deeds At Page 272 O U }CC-d Book 989 Z O !n 6. 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VW a ^ ... ° ^ '°Vi ° 4 dW I Z LL z1oJo1 01 01 a F w U° 9 Ima cow •� a yy zz 'i l< ENTERING EXITING � � Q W zIN =I LU VEHICULAR ACCESS PLAN 4 1......0 0 10 20 40 80 SCALE: 1"=20' PLANNING BOARD # 20190467 VEHICULAR Approved under authority of a resolution adopted ACCESS PLAN by the Planning Board of the City of (Date) Saratoga Springs. (Chairperson) (Date Signed) PROJ. NO: 780.00 /P — 1 SCALE: AS SHOWN V DATE: 05/07/2019 SHEET 19 OF 19 2452 STATE ROUTE 9 LANSING ENGINEERING, 1 o SUITE 301 MALTA,NY 12020 T(5103E199-5243 F(5153899-5245 May 19, 2021 Mr. Mark Torpey Planning Board Chairman City of Saratoga Springs 474 Broadway Saratoga Springs, NY 12866 RE:Station Lane Apartments(Askew) Dear Mr.Torpey: Lansing Engineering has provided an application to the City of Saratoga Springs Planning Board for Site Plan approval on behalf of Richard Askew for the property located along the north side of Station Lane in the City of Saratoga Springs. The project received site plan approval from the Planning Board on July 30, 2019. Following a conversation via email on April 9, 2021 with Susan Barden, Principal Planner, the site plan approval had expired on January 30, 2021. A message was received on May 5, 2021 from Susan Barden explaining that the City passed a 92-day extension for all applications due to the closure of City Hall for construction and COVID-19 and the new expiration date was April 30, 2021 which was unknown to the applicant or Lansing Engineering. Lansing Engineering would like to request consideration of a waiver and an extension of the Site Plan Approval for the Station Lane Project under the COVID-19 circumstances.. Following the site plan approval by the Planning Board, no significant changes have been made to the proposed site plan. An email confirmation was received from Mr. Al Flick of Engineering Department stating all comments have been addressed and on behalf of the City Engineer's office there are no outstanding question or comments. Additionally, a technical sign-off letter from Barton & Loguidice was received on January 8, 2020 stating all comments have been addressed.The email and letter are attached for your reference. The process for the applicant to complete the remaining conditions of approval has taken longer than expected and requires an extension. The remaining items required to be completed prior to the Planning Board Chairman signature of final plans are listed below; • Approved Letter of Credit delivered to the City of Saratoga Springs($324,458.31) • Recreation fees provided to the City of Saratoga Springs($58,000.00) • Confirmation the Applicant has contributed required share for the pump station upgrades • Final conservation easement language and confirmation of approval by City Attorney's office The applicant is aware of the remaining conditions of final approval and has provided the following updates. The applicant has been analyzing the project financially and has been in contact with general contactors to discuss the construction options. As such and having not yet decided on a contractor/developer,the applicant is holding off until such decision is made prior to establishing a letter of credit and providing the recreation fees to the City.Additionally,the applicant requested confirmation of the contribution amount for the pumps station upgrades. Lansing Engineering provided the applicant with the amount determined provided in an email from the Vecino Group dated May 28, 2019. It is our understanding the applicant is securing the required funds in preparation to make the required contribution.Any proof of payment will be forwarded to the City of Saratoga Springs Planning Department once received. Lastly,the applicant and his attorney are currently preparing draft conservation easement language to be submitted to the City Attorney's office for review and approval. Station Lane Apartments Page 2 of 2 5/19/2021 We request that the Station Lane Apartments Site Plan Extension request be placed on the next available City Planning Board agenda. Please contact me if you have any questions or require any additional information at(518)899-5243 ext. 104.Thank you. Sincerely, LANSING ENGINEERING, PC Yate tt Lansing PE, CPESC, CPSWQ CC: Susan Barden, City of Saratoga Springs Principal Planner Richard Askew (Applicant) LANSING ENGINEERING, PC Letter of Transmittal 2452 State Route 9,Suite 301 Malta,NY 1 2020 Telephone:(51B)899-5248 Date: May19,2021 Proj.#- 780.00 Facsimile:(51 8]899-5245 RE: Station Lane Apartments Site Plan To: Susan Barden Principal Planner City of Saratoga Springs 474 Broadway Saratoga Springs,NY 12866 We are sending you ® Attached 9 Under separate cover via the following items: 9 Shop Drawings ❑Prints ® Plans/Originals 9 Specifications Copy of Letter ❑ Change Order 9 Samples ®Report COPIES DATE NO. DESCRIPTION 3 5/19/2021 Site Plan Extension Request Letter 3 5/19/2021 Site Plan Extension Application 3 5/19/2021 PB Meeting Minutes—SEQRA Neg Dec 3 5/19/2021 B&L Technical Sign-off Letter 3 5/19/2021 City Engineering Sign-off Email 3 5/19/2021 Site Plan 1 5/19/2021 Check 1 5/19/2021 CD THESE ARE TRANSMITTED as checked below: ® For approval 9 Approved as submitted 9 Resubmit 1 copies for approval 9 Other: ® For your use 9 Approved as noted 9 Submit copies for distribution ❑As requested 9 Returned for corrections ❑ Return corrected prints ❑For review and comment ❑For bids due 9 Borrowed prints returned REMARKS: Susan, Attached please find the Site Plan Extension Request Documents for the Station Lane Apartments Site Plan project.Please contact me with any questions or if additional information is required at(518) 899-5243 ext. 107.Thank you. SIGNED: Douglas E. Flynn, ` ESC-IT Project Engineer If enclosures are not as noted, kindly notes us immediately P:\PROJECTS\78000-Askew-Station Lane Apartments\DESIGN APPLICATIONS CORRESPONDENCE\DRAFTS\78000-2021 05,I9-Trans.doc di LOU ogiidice -. January 8, 2020 Michael Veitch, Business Manager City of Saratoga Springs 474 Broadway Saratoga Springs, New York 12866 Re: Station Lane project Third Engineering Review File: 539.051.001 Dear Ms. Donahue Barton & Loguidice, D.R.C. (B&L) has completed a third review of the following reports and information for the Station Lane Apartments prepared by: Lansing Engineering, PC: • Response letter from Lansing, dated December 10, 2019 and signed by Michael J. Bianchino; • Plan Set (18 Sheets) dated May 7, 2019, unknown date last revised. This review was conducted on behalf of the City of Saratoga Springs. The above referenced documents and information were reviewed only with respect to our scope outlined in our task order/proposal. • Comments have been addressed. • Regarding the long flat storm pipes on Station Lane, deep sumps have been provided with hoods. This would help keep the pipes cleaner and minimize maintenance. Still not ideal, but it would keep debris and sediments in the sumps and minimize conveyance to the pipes. The site has topographic limitations to allow sufficient cover and slope to outlets. • It will be important to ensure that the applicant will maintain these until the project is built out and disturbed area fully vegetated and stabilized. The sumps and pipes should be cleaned by the applicant prior to conveying them to the City. The City will have to be vigilant about cleaning the sumps in the future but less frequently than construction period where soil surfaces are not stabilized and dependent on temporary practices such as sediment basins/traps. The experience to listen. Hi „,ine Drive•Suite 2(X}•Albany.New York 12205 Ther tirtosOl�Ve. Telepho,ne.S1S-21R-1801 •Fae.,imile;51R21R-1805•�ti �� iiitonandLoguidiee.com Michael Veitch-Business manager City of Saratoga Springs January 8, 2020 Page 2 of 2 If you have any questions please contact us. Sincerely yours, BARTON & LOGUIDICE, D.P.C. Bradley D. Grant Senior Project Manager BDG/tms Cc-via e-mail-Kari Donohue