Loading...
HomeMy WebLinkAbout20190467 Station Lane Apts Revised Plans (2) 2452 STATE ROUTE 9 LANBIND ENGINEERING, PCMALTA,NYITE3 01 T[518)899-5243 F[518)899-5245 December 10, 2019 Mr. Mark Torpey, Chairman Planning Board City of Saratoga Springs 474 Broadway Saratoga Springs,NY 12866 RE: Station Lane Apartments(Askew) City Project No. 17.062/20190467 Dear Mr. Torpey: Lansing Engineering has reviewed the October 4,2019 comment letter prepared by Bradley Grant,Barton& Loguidice, D.P.C., and the comments provided August 28, 2019 by email from Al Flick, City of Saratoga Springs Senior Engineering Technician regarding the above noted project. The following summarizes the comments followed by our responses. 1. Comment: It is our understanding you have met with al Flick regarding the enclosed comments from Mr. Flick. Please include responses on how resolved in the next response letter. Response: The comments from Al Flick and their corresponding responses have been added to the end of this comment letter. 2. Comment: Please include revision dates on plans. Response: All revision dates are located in the title block on the right side of all plan sheets. 3. Comment: Regarding the long flat storm pipes on Station Lane, if there is no practical alternative, consider putting 4-foot sumps on all of them(only 3 have them now)and adding hoods/snouts to the outlet pipes. This would help keep the pipes cleaner and minimize maintenance. Still not ideal,but it would keep things in the sumps instead of the pipes. Response:Due to the various site constraints including the existing Station Lane being flat and limited elevation changes on site, the desired pipe slopes and pipe cover is unachievable.As a result, the drainage piping within stormwater management system#2 is proposed at a 0%slope. Per Section 6.4.3 of the New York State Stormwater Design Manual,pretreatment of stormwater can be calculated using the Camp-Hazen equation in order to determine the minimum square feet of required sedimentation basin. Sizing calculations are included within Appendix D of the SWPPP and demonstrate(2) 4'x4'inside diameter structures with 4'deep sumps are required for pretreatment. The site plans proposed(3) deep sump catch basins for pretreatment. The stormwater management system was discussed at a meeting on May 1, 2019 between Matt Zeno,Albert Flick, and members of Lansing Engineering and determined to be adequate given the existing site conditions and constraints.However,per your suggestion, all of the structures along the piping run for stormwater management system#2 have been revised to specify 4'deep minimum sumps. Additionally, hoods/snouts have been required on all outlet pipes within these structures.A hood/snout detail has been added to Sheet DT-2. Station Lane Apartments December 10, 2019 2 of 5 4. Comment: Comment on frequency of cleaning necessary and note on the plans that the applicant will maintain these until the project is built out and disturbed area fully vegetated and stabilized. 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. Response: Sheet UG-1 has been revised to add note#6 that all deep sump structures shall be cleaned and maintained by the applicant until full build-out of the project is completed. Additionally, it has been noted that the sumps shall be cleaned out yearly by the City of Saratoga Spring Department of Public Works.All storm structures placed in roadways should typically be cleaned once a year and these structures shall be placed on the same schedule for yearly maintenance. 5. Comment: Sanitary lateral cover ranges from 11 to 14 feet for the 3 buildings.Not sure whether this is too deep for City standards. Perhaps they should go out at 4 to 5-foot of cover and drop into the main?Is there a reason to be so deep with these laterals?Can any of the laterals be direct connected at existing sanitary manholes for better access/maintenance? Response: Sanitary laterals are typically installed with approximately 4'of cover and a 2.0% minimum slope and drop to the sanitary main as shown on Detail 4 of Sheet DT-3. The inverts on Sheet UG-1 have been revised to provide 4'of cover and a drop into the main. The call-out has been revised to reference the Sanitary Sewer Service Connection Detail for clarity.A connection into the main PVC sanitary line will provide for easier construction as compared to core-drilling a manhole in the public street for the contractor. 6. Comment: There was no updated engineering report submitted and subsequent submission will require input from MEP consultant for the fire protection and backflow prevention needs as indicated in Lansing's response letter. Please provide revised Engineers report when available. Response: The previously submitted engineering letter report indicates based on the hydrant flow test provided by the City of Saratoga Springs the fire flow provided at the project site is 1,658 gpm. The calculations based on the complete square footage of one dwelling unit indicated a required fire flow of 1,500 gpm which incorporates the sprinkler system into the building design. The data provided indicates there is adequate capacity to serve the proposed buildings. The interior piping and sprinkler systems will be designed by the Architect and MEP Engineer(which the applicant has not contracted with to complete this service at this time) and if it is determined additional appurtenances must be installed within the building to provide adequate pressure at the 3`d floor of the building to supply the sprinkler systems and domestic water services, the design shall be provided by the Architect and MEP Engineer prior to application of a building permit.As a conservative measure the water service sizing has been upsized to provide 6"DIP water services to the buildings. If the Architect and MEP Engineer indicate smaller services will provide adequate fire protection and domestic water service, reduction in sizing shall be coordinated with the City of Saratoga Springs Department of Public Works and Engineering Department. 7. Comment: In order to get credit for conservation of natural areas as a GI practice, a conservation easement needs to be executed that ensures perpetual protection of the conserved area and which specified how the natural vegetation will be managed. Has this been done/discussed? Response: The conservation of natural areas consists of NYSDEC wetlands and 100'adjacent areas and the conservation prohibits any disturbance or future development within this area. The area will remain in its current wooded and undisturbed conditions.A draft of the restrictive covenants for the conservation area along with a description of properties and map of the area is attached for review. The documents shall be signed by the applicant and notarized and filed with Station Lane Apartments December 10, 2019 3 of 5 the City of Saratoga Springs prior to the issuance of a Certificate of Occupancy for the development. 8. Comment: It is not clear how the applicant is meeting SPDES permit sizing requirements. It appears that the Conservation of Natural Areas and Tree Planting/Tree Pits practices meet the minimum RRv, but the total WQv is not fully reduced or treated though these practices. The Jellyfish practices would need to provide a total of 3,222 CF or 0.074 AF of treatment for sizing criteria to be met. I didn't want to dig too deep into this as you may have already looked, but we can discuss further if needed. Response: The two Jellyfish Structures have been designed to treat a minimum of 0.107 acre-feet combined as shown in the Basin Calculation Sheets in Appendix D of the SWPPP. However, as a conservative measure the Jellyfish Structures will treat up to and including the 1-year storm event which is greater than the 90% WQv storm event. ?tan Continents: 9. Comment: ED-1: The existing waterline does not appear to be labeled on the Existing Conditions sheet as previously commented. This label should be added to the plans. Response: The plans have been revised to include the size and type of the existing waterline along Station Lane. 10. Comment: LM-1: Please clarify whether the proposed guiderail at the top of the retaining wall is to be the detailed metal box-beam or some other material. Given the setting,Applicant should consider a timber guiderail more appropriate for a grassed lawn area. Response: The plans have been revised to specify metal box-beam guiderails. The Applicant has requested to reuse the existing guiderail that will be removed along Station Lane and the new guiderail material shall match that of the existing guiderail. 11. Comment: LM-1: Proposed guiderail along Station Lane sidewalks appears to conflict with the sidewalk itself near the utility pole on the east end of the site. See also City comments regarding sidewalk layout and utility pole relocation. Response: The overall layout of the sidewalk,guiderail, and utility pole has been revised to eliminate the jog in the sidewalk and all location conflicts. The sidewalk has been relocated to provide a grass/tree belt area between the edge of pavement and sidewalk and the guiderail has been relocated on the downslope side of the sidewalk. The guiderail will continue for the entire length of the sidewalk along Station Lan,from the easterly property line to the east side of the 6- unit building. The guiderail will be placed at the top of the proposed retaining wall.Additionally, the existing utility pole will be located within the grass/tree belt and will not require relocation. 12. Comment: UG-1: The easternmost catch basin on Station Lane is not called out with frame and invert elevations. Likewise,the pipe from this catch basin to CB6 and from CB6 to OCS2 are not specified. Revise plan as necessary. Response: Sheet UG-1 has been revised to include the callouts for CB7 and the pipes described in the above statement. 13. Comment: DT-2: Please clarify titles of details land 7. It appears that detail 1 is intended for use on the catch basins,while detail 7 is intended for use on the drainage manholes. See also City comments on frame and grate/cover standards. Should it be determined that a 4- foot deep sump and outlet hoods are Station Lane Apartments December 10, 2019 4 of 5 appropriate for all catch basins due to the flat slope of the storm pipes,the catch basin detail should be revised to specify these elements. Response: The names of details 1 & 7 have been revised to specify catch basin and drainage manhole and the specific frame/cover standards have been revised per Al Flick's comments below. Additionally, detail 1 has been revised to include a note stating CB1 through CB7(catch basins along the 0%storm sewer piping run) and DMH1 shall be constructed with 4'minimum sumps and outlet hoods/snouts. 14. Comment: VP-1: The turning diagrams provided for dumpster maintenance show tight maneuvers. The applicant may consider a larger curb radius on the entrance from Station Lane and may need to consider some layout changes to the parking lot.As of now,there are at least 2 parking spots that are very near to the truck overhang. Response: The radii at the entrance from Station Lane are shown at 5'which is the City Standard according to the City of Saratoga Springs Type 2 Driveway(Commercial)Standard Detail.A copy of the detail is attached for reference.Additionally,the turning movements provided by the vehicle turning template in AutoCAD are conservative and the actual turning movements completed by the garbage truck will provide for greater distance of the truck overhangs from the parking stalls as shown on the plan. The reverse turning movement has been revised further to provide more distance from the truck overhang and the parking stalls under concern. Al Flick Comments: 15. Comment: Proposed sidewalk is located directly adjacent to curb line with no allowance for snow storage when plowing street. As such, can grass/tree belt be incorporated between walk and curb? Response: The sidewalk has been relocated to provide a grays/tree belt area between the roadway curb and sidewalk.As a result,the proposed guiderail has been relocated on the downslope side of the sidewalk along Station Lane. See Sheet UG-1 for the revised sidewalk layout. 16. Comment: Relocate street side utility pole situated at east end of project to avoid jog in sidewalk. Response: Due to the relocation of the sidewalk, the utility pole will be located within the grass/tree belt area proposed. See Sheet UG-1 for further details. 17. Comment: As noted by Barton&Loguidice in June 24, 2019 comment letter, storm pipe(400 LF) constructed at 0%slope(flat)will result in sediment build-up in pipe requiring increased maintenance. The City agrees. Please pursue other options suggested by Barton&Loguidice in their comment letter. Likewise,proposed 4-ft sump in drainage structures is not conventional design standard. Response: Due to the various site constraints including the existing Station Lane being flat and limited elevation changes on site, the desired pipe slopes and pipe cover is unachievable.After analyzation of the existing site and the site constraints the storm system is limited to the proposed design. In a comment letter from Barton&Loguidice dated October 4, 2019 a suggestion was made to construct all catch basins in the storm piping run with 4'deep sumps and include orifice hoods/snouts on the outlet pipes in order to keep sediment and contaminants in the structures and out of the pipes. This revision has been made based on the suggestion. Per Section 6.4.3 of the New York State Stormwater Design Manual,pretreatment of stormwater can be calculated using the Camp-Hazen equation in order to determine the minimum square feet of required sedimentation basin. Sizing calculations are included within Appendix D of the SWPPP and demonstrate(2) 4'x4'inside diameter structures with 4'deep sumps are required for pretreatment. The site plans now proposed(7) deep sump catch basins for pretreatment. The stormwater management system Station Lane Apartments December 10, 2019 5 of 5 was discussed at a meeting on May 1,2019 between Matt Zeno,Albert Flick, and members of Lansing Engineering and determined to be adequate given the existing site conditions and constraints. 18. Comment: Provide T/F and invert elevations for most easterly catch basin proposed on Station Lane. Response: The T/F and invert elevations for the most easterly catch basin (CB7) have been added to the plans. See Sheet UG-1 for the catch basin callout. 19. Comment: Catch Basin Detail—Frame& grate should be specified as Campell No. 2816B as noted on the City Standard Detail. (Note: EJ5419 is acceptable equivalent). Response: The Catch Basin Detail has been revised to specify the City of Saratoga Springs Standard model above. 20. Comment: Manhole Detail—(Frame&cover/grate should be specified as Campbell No. 1009-8 as noted on the City Standard Detail. Response: The Manhole Detail has been revised to specify the City of Saratoga Springs Standard model above. Attached please find a copy of the revised plan set for your review and subsequent approval. If additional information is required, please contact our office at your earliest convenience. Thank you. Sincerely, TING ENGINEERING, PC Ni .i" 4-'niiii-:- iichad ,l:"Hianchinn. Senior Engineer CC: Richard Askew(Applicant) Douglas E. Flynn From: Yates Scott Lansing Sent: Wednesday, December 4, 2019 4:31 PM To: Douglas E. Flynn; Courtney L. Connors Subject: FW: Station Lane review statement $1,900.00 Attachments: image003.png; 539.051.001 104939 (ID 1817120).pdf; 539.051.001 105553 (ID 1836966).pdf; 539.051.001 107331 (ID 1901682).pdf; Re: letter proposal for CDE review project-Station Lane Apartments.eml; Station Lane-First comment letter.eml; 06252019130846-0001.pdf; Station Lane-second comment letter-signed (ID 1861621).pdf FYI. Escrow request reduced from $2,400 to$1,900 per the email below. Please include this correspondence with the escrow check when we submit it to the City.Thank you. -Yates Scott Lansing, PE, CPESC, CPSWQ ('I LANSING 2452 State Route 9, Suite 301 Malta, NY 12020 Phone: (518) 899-5243 ext 104 Facsimile: (518) 899-5245 Email: vs1(5)1ansincien.gineeriigcorn From: Richard Askew<rondackl@gmail.com> Sent:Wednesday, December 4, 2019 2:29 PM To:Yates Scott Lansing<ysl@lansingengineering.com> Subject: Fwd: Station Lane review statement$1,900.00 $1,900.00 Forwarded message From: Bradley D. Grant<grant )bartonandloguidice.com> Date:Tue, Dec 3, 2019, 1:17 PM Subject: Station Lane CDE review-539.051.001 To: michael veitch<michael.veitch@saratoga-springs.org>, Kari Donohue <kari.donohrae@Saratoga-springs.org> Cc: rondackl<rondack:l �r}gr��ail.com> Mr. Askew: I sent you the attached on 11-26. Did you have any questions regarding the requested escrow and a timetable for the project and subsequent submission? Let us know please, Thanks, 1 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 �'�j Please consider the environment before printing this e-mail. Connect with us! xi 'x] From: Kari Donohue [mailto:l„ari.ric,nolw(;Saratoga-springs.org] Sent:Tuesday, December 3, 2019 1:11 PM To: Bradley D. Grant<I)Erant&artonandloguidice.com> Cc: michael veitch<inichael,veitchRsaratoga-springs.org> Subject: Re:Station Lane CDE review-539.051.001 Hi Bradley, Thank You for sending that to the applicant. As of today, we have not heard anything. Kari Donohue Administrative Assistant- Engineering City of Saratoga Springs 474 Broadway Saratoga Springs, NY 12866 518-587-3550, ext. 2623 2 From: "Bradley D. Grant" <bgrant[a7,bartonandloguidice.com> To: "michael veitch" <michael.veitch(a,saratoga-springs.orq>, "Kari Donohue" <kari.donohueasaratoga- springs.orq> Sent: Monday, December 2, 2019 10:20:01 AM Subject: Station Lane CDE review-539.051.001 This is the e-mail I sent to Mr. Askew. Any word from him? 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 Please consider the environment before printing this e-mail. Connect with us! Li E f. From: Bradley D.Grant Sent:Tuesday, November 26, 2019 3:01 PM To: 'rondackl@gmail.com'<ronc-1,1;:.:lc:`gym:: Subject:Station Lane CDE review-539.051.001 Mr.Askew: Attached are the invoices for the Station Lane project as well as the comment letters. I sent out the most recent invoice and held approximately$930 of overage beyond the$4,600 escrow amount.At the time of the second B&L comment letter was needed and figured the escrow could be dealt with for the third submission as the letter needed to go to keep the project moving. Our proposal for review of this project assumed "The number of submissions, and thus the final effort to complete a thorough review of the project on behalf of the City of Saratoga Springs is 3 unknown at this time and is dependent upon the complexity of the project and issues that arise as the project moves forward.Therefore,the fee is only an estimate based on past experience and may be subject to change."The typical formula is one in depth review and a modest follow-up review to confirm all has been satisfied.This flat site is a challenging one and required some more effort for stormwater than is typical. Thus$930 of the$2,400 requested is to cover that overage and the remainder is to review a third submission not anticipated. As noted in our second comment letter there were remaining issues of an updated engineers report which is important to verify adequate fire protection is available, san. Sewer lateral connections into manholes where possible/depth considerations, stormwater calculations/conservation easement pertaining to system sizing, sidewalk conflicts with pole and various plan revisions responsive to comments. I would agree these should be able to be revised but my request did not have the benefit of how responded to by the design engineer.To keep a good project moving I will reduce our request for additional escrow to$1900 (from $2,400) for a total escrow of$4600+$1,900=$6,500. Please review this and let me know when that can be submitted. 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 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. 4 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. Forwarded message From: Al Flick<al.flick@sarator;a springs.org> To: def<defcclansingengineerin .com> Cc: "Bradley D. Grant"<bg{ant @barlonandloguidice.com>, ysl <ysl( )lansingengineering.cont>, Kari Donohue <€Sari.donoI1ue@saratolg..vrings_org>, Susan Barden<susar7.garden@sarator.=,a-spriiigs.or;> Bcc: Date: Wed, 28 Aug 2019 19:24:46+0000 Subject: Re: letter proposal for CDE review project-Station Lane Apartments Hi Doug- Upon review of the revised plan set for Station Lane Apts. dated 8/14/19, I have the following questions and comments: Sheet LM-1: 1) Proposed sidewalk is located directly adjacent to curb line with no allowance for snow storage when plowing street. As such, can grass/tree belt be incorporated between walk and curb? 2) Relocate street-side utility pole situated at east end of project to avoid jog in sidewalk. Sheet UG-1: 1) As noted by Barton & Loguidice in June 24, 2019 comment letter, storm pipe (400 LF) constructed @ 0% slope (flat) will result in sediment build-up in pipe requiring increased maintenance. The City agrees. Please pursue other options suggested by Barton & Loguidice in their comment letter. Likewise, proposed 4-ft sump in drainage structures is not conventional design standard. 2) Provide T/F and invert elevations for most easterly catch basin proposed on Station Lane. 5 Sheet DT-2: 1) Catch Basin Detail - Frame & grate should be specified as Campbell No. 2816B as noted on the City Standard Detail. (Note: EJ5419 is acceptable equivalent) 2) Manhole Detail - Frame & cover/grate should be specified as Campbell No. 1009-8 as noted on the City Standard Detail. Please let me know if you have questions, concerns, etc... Thanks very much. Al From: "Kari Donohue" <kari.donrIIL.,e Lvsaratoga-springs.orq> To: "Bradley D. Grant" <bgrant. bartonandloguidice.com> Cc: "Al Flick" <al.flickAsaratoga-springs Orig>, "michael veitch" <michael.veitch(d) aratoga- sprinqs.org>, "Jennifer Merriman" <Jelanifer.meni manIsaratoga-sprin{Js crci>, "ysl" <ysl@lansingengineerinq.cona>, "def' <ciefiei)Ialasingelgineering.com> Sent: Tuesday, August 20, 2019 4:38:28 PM 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 saratogla-vrincis.arg> To: "Bradley D. Grant" <bqrant( bartonandloguiclice.corn> Cc: "Al Flick" <al.flick saratoga-springs.org>, "michael veitch" <michael.veitch©saratoga- springsorg> 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. 6 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" <bcirant a[7,bartonancllaquidice.corn> To: "Kari Donohue" <kari.donohue©saratoga-springs.orq> 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.bartonandloquidice.com `' Please consider the environment before printing this e-mail. Connect with us! From: Kari Donohue [mailto:kari.donohue�a7saratoga-springs.org] Sent: Monday, June 3, 2019 1:29 PM To: Bradley D. Grant <lagrant&bartonandloquidice corn> 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" <bgrantycni bartonandloquidice.com> To: "Kari Donohue" <kai i c_lonoihue c,saratoga_sl:arings.orgl> Sent: Wednesday, May 29, 2019 8:55:16 AM Subject: letter proposal for CDE review project-Station Lane Apartments Hi Kari: Let me know when escrow has been deposited and you have a PO # so I can begin our review. Thanks, P ease see 8 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.bartonandloduidice.com 11 Please consider the environment before printing this e-mail. Connect with us! From: Tammy M. Savino Sent: Thursday, May 23, 2019 2:26 PM To: Bradley D. Grant <bgrant a1bartonandloquidice.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. 9 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. 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. Forwarded message From: "Bradley D. Grant" <IH I ant bartonandloguidice.con_i> To: Kari Donohue<l di i.cl- whus,(«ir,r_i(. a-springs.org> Cc: Bcc: Date:Tue, 25 Jun 2019 17:18:39+0000 Subject: Station Lane-First comment letter Please see attached. Bradley D. Grant Project Manager Barton & Loguidice, D.P.C. Engineers, Environmental Scientists, Planners, Landscape Architects 10 Airline Drive 1 Suite 200 Albany, NY 12205 Phone: (518) 218-1801 fax 218-1805 httos:llprotect-us.mimecast.com/s/7LvFCIYmG6c27q0CG579v II Please consider the environment before printing this e-mail. Connect with us! 10 Original Message From: ALB-XRX-C70 [mailto:alh-xrx-c70 cc barton ncliquidice.com] Sent:Tuesday,June 25, 2019 1:09 PM To: Bradley D. Grant<bgrant2bartonandloguidice.com> Subject:Scan from a Xerox Color Please open the attached document. It was scanned and sent to you using a Xerox Color. Number of Images: 5 Attachment File Type: PDF Device Name: ALB-XRX-C70 Device Location: B&L Albany Office For more information on Xerox products and solutions, please visit https://protect- Frs.rmeirnecast.corn`s/bBrrCrkvO7S893wIGRn9D it DECLARATIONS OF RESTRICTIVE COVENANTS FOR CONSERVATION AREA STATION LANE APARTMENTS CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, STATE OF NEW YORK WHEREAS, Richard Askew, 38 Schermerhorn Drive, Lake George, New York 12845, hereinafter referred to as the "Owner", is the owner of an 8.42+/- acre tract of land to be known as Station Lane Apartments, consisting of all that certain tract of land situate, lying and being in the City of Saratoga Springs, County of Saratoga and State of New York, as shown on a map entitled "Survey Lands of Richard W. Askew", dated March 9, 2018, last revised 02/06/19, prepared by Gilbert VanGuilder Land Surveyor, PLLC; and the Station Lane Apartments Site Plan, prepared by Lansing Engineering, P.C., (collectively the "Plans"); WHEREAS,the Owner has identified in the Plans a Conservation Area of approximately 7.24 acres containing various wetland and upland areas; WHEREAS, the Conservation Area is specifically noted on the "Suggested Description Conservation Area Lands of Askew Station Lane" and on the plan entitled "Conservation Area Lands of Richard W. Askew", dated December 10, 2019, prepared by Gilbert VanGuilder Land Surveyor, PLLC lists certain restrictions on the area including: No Disturbance/Clearing within the Conservation area and the conservation area to be marked with fencing prior to construction; WHEREAS, the property is subject to the Declaration of Restrictive Covenants dated made by Richard W. Askew and recorded in the office of the Saratoga County Clerk on as Instrument Number (Army Corp./NYSDEC); NOW, THEREFORE, the Owner,through this "Declaration", hereby declares that all of the Conservation Area("Restricted Property") included in tract described above are held and shall be held, conveyed, hypothecated or encumbered, leased, rented,used, occupied, and improved subject to the following limitations, restrictions, conditions,and covenants, all of which are declared and agreed to be in furtherance of a plan for the development, improvement, and sale of the lands and are established and agreed upon, shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the described lands or any part thereof, subject to the Owner's rights to vary these restrictions,conditions and covenants, as set forth herein: PROHIBITIONS The Declarant shall ensure that these Prohibitions shall run with the Restricted Property in perpetuity, and be binding on the Declarant and its successors, assigns, lessees, and other occupiers and users. Specifically for the portion of the tract containing the Deed Restricted Conservation Area: 1. General: There shall be no future filling, flooding, excavating, mining or drilling; no removal of natural materials; and no alteration of the topography which would materially affect the Restricted Property in any manner. 2. Waters and Wetlands: Within the Restricted Property there shall be no draining, dredging, damming or impounding; no changing the grade or elevation, impairing the flow or circulation of waters, or reducing the reach of waters; and no other discharges or activity requiring a permit under applicable water pollution control laws or regulations. 3. Trees and Vegetation: On the Restricted Property there shall be no clearing, burning, cutting or destroying of trees or vegetation, except removal or trimming of vegetation hazardous to person or property, or of timber downed or damaged due to natural disaster. There shall be no planting or introduction of non-native or exotic species of trees or other vegetation. 4. Disposal: There shall be no dumping of trash, waste, garbage or toxic, unsightly, hazardous or offensive material on the Restricted Property. 5. Uses. No agricultural, animal husbandry, industrial, mining, logging or commercial activity shall be undertaken or allowed on the Restricted Property. 6. Structures/Utilities: There shall be no construction, erection, or placement of buildings, billboards, utilities components or any other structures,to include trailers, mobile homes or recreational vehicles, telecommunications towers or antennas, on the Restricted Property. 7. Roads. There shall be no construction of roads, trails or walkways on the Restricted Property. 8. Pest Control: There shall be no application of pesticides or herbicides to control vegetation on the Restricted Property, without prior written approval of the Corps of Engineers or NYSDEC. 9. Vehicle Use. There shall be no driving or use of any mechanical conveyance which may alter or impair the natural contour of the Restricted Property or its natural vegetation, except that motor vehicles may be used in case of emergency, for law-enforcement purposes. 10. Other Prohibitions. Any other use of, or activity on, the Restricted Property which is or may become inconsistent with the purposes of this Declaration, the preservation of the Restricted Property substantially in its natural condition, or the protection of its environmental systems, is prohibited. In witness whereof, the Owner has executed this Declaration on the Richard W. Askew, Owner STATE OF NEW YORK } COUNTY OF SARATOGA } On this day of , before me, the undersigned, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. NOTARY PUBLIC STATE OF NEW YORK Gilbert VanGuilder Land Surveyor, PLLC 988 Route 146,Clifton Park,NY 12065 383-0634 FAX 371-8437 Members: Associate: Gilbert G. VanGuilder, PLS Duane Rabideau,PLS Robert A. Wilklow, PLS Kevin H. Weed, PLS December 10, 2019 SUGGESTED DESCRIPTION CONSERVATION AREA LANDS OF ASKEW STATION LANE All that certain tract, piece or parcel of land situate in the City of Saratoga Springs, County of Saratoga, State of New York, lying along the northerly line of Station Lane, being further bounded and described as follows: Beginning at the point of intersection of the common division line between lands of Askew as described by Instrument No. 2017012746, to the southwest and lands of Jones as described in Book 1484 of Deeds at Page 390, to the northeast with the northerly line of Station Lane, thence from said point of beginning along said northerly line of Station Lane North 83° 41' 54" West, 286.47 feet to a point, thence through aforesaid lands of Askew the following seventeen (17) courses: 1.) North 06° 18' 00" East, 26.06 feet to a point, thence 2.) North 24° 42' 20" East, 23.83 feet to a point, thence 3.) along a curve to the right having a radius of 100.00 feet, an arc length of 45.04 feet and a chord of North 39° 48' 50" East, 44.66 feet to a point,thence 4.) North 52° 43' 00" East, 19.07 feet to a point, thence 5.) North 55° 48' 10" West, 32.76 feet to a point, thence 6.) North 48° 47' 00" West, 25.56 feet to a point, thence 7.)North 76° 35' 10" West, 11.78 feet to a point, thence 8.) South 42° 55' 50" West, 50.83 feet to a point, thence 9.) along a curve to the right having a radius of 100.00 feet, an arc length of 32.41 feet and a chord of South 52° 16' 10" West, 32.27 feet to a point, thence 10.) South 61° 33' 20" West, 47.80 feet to a point, thence 11.) along a curve to the right having a radius of 100.00, an arc length of 105.36 feet and a chord of North 88° 15' 40" West, 100.55 feet to a point, thence 12.) North 58° 04' 50" West, 30.58 feet to a point, thence 13.) North 65° 12' 40" West, 37.48 feet to a point, thence 14.) North 49° 45' 20" West, 52.37 feet to a point, thence 15.) along a curve to the right having a radius of 100.00 feet, an arc length of 80.31 feet and a chord of North 26° 44' 50" West, 78.17 feet to a point, thence 16.) North 86° 48' 40" West, 54.92 feet to a point, thence 17.) along a curve to the right having a radius of 100.00 feet, an arc length of 103.35 feet and a chord of North 57° 20' 40" West, 98.81 feet to a point in the easterly line of lands of Station Lane Associates LLC as described by Instrument No. 2008039554, thence along said easterly line North 06° 28' 06" East, 451.53 feet to the point of intersection with the southerly line of lands of Maglione as described in Book 654 of Deeds at Page 482, thence along said southerly and easterly lines the following two (2) courses: 1.) South 70° 39' 25" East, 356.83 feet to a point, thence 2.) North 20° 50' 35" East, 177.93 feet to a point, thence through aforesaid lands of Askew, South 61° 03' 10" East, 50.51 feet to a point in the westerly line of lands of Wardell as described in Book 989 of Deeds at Page 272, thence along said westerly line South 20° 50' 35" West, 169.50 feet to the point of intersection with the southwesterly line of lands of Add Realty Inc. as described in Book 1202 of Deeds at Page 181, thence along said southwesterly lines the following two (2) courses: 1.) South 32° 41' 00" East, 135.68 feet to a point, thence 2.) South 33° 22' 00" East, 198.40 feet to the point of intersection with the southwesterly line of lands of West Doctors LLC as described by Instrument No. 2013025499,thence along said southwesterly line and the southwesterly line of aforesaid lands of Jones, South 24° 52' 00" East, 343.95 feet to the point of beginning containing 7.24± acres of land. Todd Westerveld PLS 50,319 DEED REFERENCE CONVEYANCE TO RICHARD W. ASKEW BY DEED DATED APRIL 19, 2017 ile1.- AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE AS INSTRUMENT • ,•16T1 NO. 2017012746. 94/ Lands N/F Of 1' 03' 10"E MagIons AlIP: Book 654 Of Deeds At Page 482 oi50.51' rrq • 470' 3 +w �� °� E ^� rs Lands N/l Of ase � too '��'' MbasN Q6 Book 989 Of Deeds At Page 272 kll■ x ' `err • a 2 DEC Wetland,5-47, r� Lands N/F Of EArea= 7241 Acres `7. Add Realty Inc. ce o Book 1202 Of Deeds At Page 181 arils of O.E.C. Validation r1i - . '". Q) • 1 '�s of i Lands N/F Of • s - °, fi c. *, Mtst Doctors LLC Q '�. �r Instrument No.2013025499 N_ 0 G i H " f Lands N/P Of • 'M 0 1 • • Book 1484 Of Deeds At Page 3r40 Course Key. • .47.11..\ A ....."'.► TA noiv N83' 41'54"yp 66.47" _.. A - N06' 18' 00"E, 26.06' LME •�- B - N24' 42' 20"E, 23.83' � � P.0.B. C - R=100.00, L=45.04' C=44.66', N39' 48' 50"E D - N52' 43' 00"E, 19.07' E - N55' 48' 10"W, 32.76' F - N48' 47' 00"W, 25.56' G - N76'35' 10"W, 11.78' H - S42' 55' 50"W, 50.83' l - R=100.00, L=32.41' TODD WESTERVELD, P.TLS. No. 50,319` C=32.27', S52' 16' 10"W J - S61' 33' 20W, 4Z80' K - R=100.00', L=105.36', C=100.55', N88' 15' 40"W L - N58' 04' 50"W, 30.58' CONSERVATION AREA M - N65' 12' 4 40"W, 37.48' N - N49' 45' 20"W, 52.37' LANDS OF RICHARD W. ASKEW 0 - R=100.00', L=80.31; C=78.17; N26' 44' 50"W P - N86' 48' 40"W, 54.92' ---- - Q - R=100.00; L=103.35', CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK C=98.81, N57'20' 40"W SCALE: 1" = 150' DATE: DECEMBER 10, 2019 TELEPHONE NO.: (518) 383-0634 I MAP NO.: 18 - 08 - 28C UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS Gilbert VanGuilder SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YYOORK STATE EDUCATION LAW. ONLY COPIES Land Surveyor, PLIC OF THIS SURVEY MAP BEARING THE LAND SURVEYOR'S Professional Land Surveyors ORIGINAL SIGNATURE AND EMBOSSED SEAL SHALL BE 988 Route 146, Clifton Park, New York 12065 CONSIDERED VALID. gvglandsurveyors.corn O Pr) Z 0 0 U) M �� D _ 0 U p L 2ct 1-z \ z O L_ Z m Q N o n - 2 J W co U w W E Q � Z w U) Z a 0 O Z� � U OQ Q w Z \ U cL. E i Cl) (Jj H i- I- J ti (24w U ° ^^ D O =cn C) :sx` 1-+1 w cn Z >J wi- 1—Q °� w Uwww V owww ,. Z O EN U W > <1 Q) e4 c24 Q n Q >, w g ,: cL n' z • CC • O 0 CD 5-- \ wrx m co in r-Y Et ._.O (..o(„ Q 1—U iii ct wZ w ZU O o a< E = - 0 Z I Q I— -0 '• n 0 2 <J • O 0_ 0_J a w� LO Z1-) A Z w z o z a z 1 a NOLLOfH1SNOO HO31ON/AHVNIWIl3Hd _.2 Ad„ a„ SUOMI..ma aam ale swix3a xV a,. `-�1,111=1331,11S1‘13 m J.Jllva ONISNV1 7 o .....63.3/......63.3/.03u"w6v.3v r u ., . NOILVLS w U„ x b § k S ' 4: a � k 'ia 's! I i II s s ]3 i 4 i2 S a a i 2 $.g� sy /I ' 0 a _1 ar bat :!4' f 1 7g # � E 4 t i "a'o n S ' " c S a ka $ I II eg ➢!i, ; t I€ AI� g g 1 W WE -1 g „ „ .hgg.. !Iva m a' G 'd as € "� I'{F8 g g 15: g II( ;g;ii $1 II ii g a as ! a i i o :5=� :3 ku a m1 'a' s 1M° 2�.F'= is - l 4, �'a a _ tl "; a'rip 4 f g i l&'i4 (I II i II i E 2.1 ; g v ve „g Ig mg g• gk I.m o s g's—An I' I! ;j a,6 $ thio'fl fg Igf f a s y a„ e w 2 g K',22 s €g a d Se i s = a .ss-Hg g4 1E 1aj Ili f;(; Iff as o s b $ i ;r"kE IS " R. a €E gg a a ;" $11111110 E11 1'ggig g Ic 1,_ g a € 2 $� 4 k W.' =g OX 2 " " g as== ggsss, II gf 6,I - -��Si' i. I sa s g 12!' a ;k We b§t a"�; ssW;Wv f, lt�sls`r $. '@ $a . 6 eW = a V [90 s0 ma ; mg 1,1 g: : C) 112 ,2 g sgiii; v s m p2 s a e g 1 b m s es a n a N Z ti 260sg22 -";0;05001615 ' e Ea Et a k �gy aeau 4s N 'Nb S ea d EI gig` kg G = a ; axis s'&§ "sFazzFFF; 0 S . €€ 5 g a2 :2-va 2g c S 3 § le m : A g J W ' " °2 .° " ^� i �' " e i aa.: gad N sF ev 213 W„#,sS� sss6ssssa m a s a E = ,- k Bei .. 3 2 „ a0 s= i 2'"E eAi a s N. 3 a i4 g i?v %• m s; s Y =sa � � nun; � m ;� � m :' S s a„€§y ”-'gs g g a� z € p -� ;": m a a.w ; s „ 3 Eales50 . .sag. S; as ge ' 5 1 gr. ��s =4;4`5 a G '3' ' S o g. S = 0 €€ 0 IP s"m ; k Wg g22 122 sg = U & P s g 47220 a . EE : 2;1 2 9 " g g ig 2 a 2 1: a ' 204: 1!g g g . "d gi ' 2 f msa Ge e W „m m . "5 :I "'''d . " i a = 0 , a 0s ` c S mY g g SW§a k3= in !Am usq i ass > - " ab GrG^G� z' i Id z ti e G d�% 3g N Pi I W NO1 .' m € y :d a 0 s � s 3 g' z • s2S'221 !g5ig . gg11g ! 2!! ssa 55 z m-'1' , m '' S g a k o g N as S zz s ;= g 55 5 = k„SW "Sv a = g� A g gg: 1 0 1 S a a ge a gg z €. 64 s a 3 : ag,, I�zlNgNl .2Ns "va ; c5s ; in �y cS ' gS k g !eve '0$ g ' gg g lig g85 m5 a * 2- Mill 0 i l s €0 S ” 'e s Pill 4"e LOfggiWFA ; syas22ig! 2'21a6 ,a f- . r U xa I = Gm gsd s n`masb L w E ZU m � .. sg5 0 ^g g WQU g 3 . E5 o o 3„ ER yu e g al § Wi ug ak ga ga : t a : _ § $ s SU €§ § o ' a s .S' \ -. aS ! Zf E za b c 4 € �i z 'go.; S m” a u74 �� `� s u CC ' Z gg C = y` g mffi y £ x k Q i. Q R W V mr`d $N�s mW 05 $ aE * 'g= Q o o' T. 55 gime -a = lig Sze 5 2 " a o r J rc u n g ''a m kyr. 13 3� E ll m i k i J �_ s gMs a N a 5 ! 1 :2 g s apa s s€ 2 1 % 2 Z U " $ '! a _ ens 'e e0 a 0 Q !n N Baa ! e = ' . k 1i ' sy ' '1- 3 ga ” ,c k6 f W Q � k: o � . g 1 ' -xYgo gg. ,mgggt U �� gga;u0yg3g gy sg ZQ , Seal , ;yes 'S ` ,02 m egg d . n H s 3 ..Gg „ d3 a egg Q e J G S g e o E 5 m18 Y am yg .! R . a ib 0 _ _ .g € 14 d ih yoz a s - ;Q ' gS s 0 a 1 xEAR got e £ a ' ,AE! e Q ' # .1 0 = 4 tl ;a .s= a rW- QL}L iS k b p4a §am . g a$ Edwo § 3 pm y _' "g 9 = SO " GWd : a' 1"22eZU ag W € s e g e 2g2 a! 1 mv1 s 5 V : : e4s 1 ag s „ fiks Goa " k '"3 . . ..., 1g en tl tgZi 03 0s N$Py4O U °010S li § 26110 ! 1E"g IN = p kE1q F a Gig eG a? cs a: n 355 W 3 a 20 " _ A„b 4 zs0 :tl e v' ? $; o _ H ku m pt ; 0k5 k "% 5 ! Wig p ,m4 g € & 0 sg ” � ' 'ag ,m 1 Se 'Ili Gs 6. !s U s4 s05 t € 01 b fi5e aasam €502 3gi ngis adL es ' n4 g ` i : m : . :4 8 $ e € '111 4liy€ Wg kgk -'W mk - N §m Iii 8 'd mzQ k m 32 ' ' ggeg 2g2mOgg 4g gssse e 12 ;da £ @ d p ! Ili ! e115s ff2L €" $ Iliak; : $s N I 13 :e 5 3s S gi' sasa" " og ! Y ' 2 § g £ bog m $5 220- 01g1 :Mit Ssa6a. g s I82 Ns` 5mm ' ia e a : £ ag „ ae =sW edT10a! s ' d ' 15v Im v "4 Vic! : amffi l i g , 35 se CD Ag = a 2al „ ' N ` � : XG 2'1 5zs $; 4 s12n = � 2G gis Qy, ' "0 's s am x '11e = 15k gy:. as d9612 $ e0a $ 9 : . " a =4! ;g3 0 §g eWss 24100 ' '13 66 = s : ao € : e3 „ = o mG0 " IPG sm -= - g m, .41' 2222 i. 4 0g3 2mgi' €`5 g6o E .. !glkg' gig 12 P igli Pg2i 1. s o € � &" - s S , l g 0 SSS _ m`Q ys € "3 § 0�3 ffi 5 '1 1313'' €1 5 .0 zg ii sp ; g l g ' v G n a g" ss � o � � E �dig � s 4 :k `' :b i 4y� C S 15 � �$ " k S' tlG � S 'S ! � S �� S „ c;; �� tl �k gi § 4 u gG` 5 g i g „ 4 & d q ' 1 4 g€R g . aai= Y' SE8 m 1 1 tl �mN :a ! £ 'X tl la ..k k" o m 1 A mzm k 3 5 as 5 .1 d !z s5"6i es Q 5 e a5. a e S 4 s Rx SS t3 s b! ' §; ! 10 :5 l p a ssW g s g�g tl s 50 3 1 & 5 N k k s b E. C fig: a m$k s y „4 '�3Y m k � tl 3 5 s & 94S : $ g5 & 'd : °�- sS xY S" §a iL',' 8 m g m i a stl e m ' ' h - S 'c 1 ' S 49 „ u3 k" S m tl=W U ? `J k: go tl }a o r �gi' a 5 m H i s Al 2 . ga s, 5., & „ &R l W 4 a A - ga sg s"i g' N 4 g , i 's'e 5 s s ' t5!w "s" ; 2i Mg 121 leu _ 5„ sig £ .7i e €a ie! _ 1 � a ! X ; ' s 3r, m 5010ak Ea0 gg €g��z !Q e ; m € 4 e. 50 �„ � $ "' 5 l�v saE �l §�'z W k an ! g 1 s 1 g A § 5 g§= 0 " �a' a g5 sa gi. 5 Es=; N W m ;s s 11 ' ! 3 m 2W 22g s: g s" s eW 4 a k" da g• „y a s` 5 am l 3 G=- i,sa . 4 igh rr a gg m„ .y k 3 z g „„ g � s, � m c 3 a kg v5 € Sad � is sa ml� v � 1 � �� a it s' a 5 � �;� s s=� ..m�� � � ;pp1 : ass $ m,g = „ _" g�; u 311 "g ■ $4 e 2b 3 d 141 G i 1m :1 Ili 34k 3 u u 54; 8 144:8 5 k k a 9;1 Lg Ei W 9 $ i R 44 g 33 $3 a 3 'g '§ N%g Sl .15 E8 d O ga g = eu Y 8 5 g5 g € 8 s g i" z b g e" 13g '8 Eggg g u is e tae '� gi e _ : �'z_ Iglx a 3 z ) E % a gp ag ' G f 2;6 V 0 d a n � '� ss a s M .2212 8a 'xax xi ggi s$ �s xag s : gx:2N 0: .a 2 s €s sizn a3 . . x0: 3 mm s 3gz €a 0 a S; _ ,x .n = n s , ." m n = na , S sS " S A S nSR AFb < :G ".3 ." _ „tee : m532 a3£. 1u _ 9Y's " �% _ „.,s eg : mm mm. ae��ga `e`s�o� OA 455 I II. I 1 I II. ii i � +i ri m �' .oa'se,.E gLo I�1. ,;I �s t F, - 1 ii I a I ' 699.10 .IrIb � II. I'l '1.'I i' 7 [-j:---- vs. / i 11., �I I it `� i Hp �, na� � i I f \ 11 1 I II-yl f I ii- 1 ,/ \-_:_., ,i i����•�� oSs i1 ♦ JO ' C ii I n ��- 'w ff 1 is '� � xl N 1 f - ���i i e�F s'.�, Ana " " I .til I II 3• l ''F II II� I /l it I` 54� 4,9,4;:--- � 1 1 I Z, 's 99 l to It I) I ' ) ; li E'N° HI �i1 � �sb� ii � II / „Sc E.. 3I '' 3p0' o$, N Q /ry ` ••••" 2 11 ♦ im $aa sn 3 resol N 6£ 3£ r oa; 16 0 r 1- a a d G.Q O 'l'45.m'_`' 241€ .;PIM Ili '2i u NIi r m G" C3 �a aim g5Zg $&€�s `�a ' Qz� _ x7 a A� °fig �4 mao zn r mquigj _ Q !Po!! s ms`8'OP. m§e m eggg HE n3 a e® g" ?ga ii � S x m :� m a� § �8 deb . r,1 x x9 A A NOLL°naisNoo I:10A ION/AEIVNIINIGEld A A A ! E. 4FEEFEEEEEF SUOMI.1.Minn.All*•3..5110.33 a.. lEllEI331,11SIEIE ONISNV1 —•,_ E E E° a. L,',, , ,,s i 'EA:pa rt3.33534/.03.15110.33 31131 I^ , Z 1 , . 1 n : .. . ' • NOILVLS ci_ ilk. poo 8E. 122 2 Et 22 1 Ow LA'6. 8,E, E °',1 ,e4 4 2 0 I'Ltt6 II H ! Ii,°' FEE EEE E EE ELE! EE E'i E ,• ,E-j- ' il I p 2 ELLE iE EE! EEE LE! -LE EE E!E EEE El - ‘ /.. E-E. II LY °'- rd 0 # t -CAE. \- I 40 00 \ ,- - \ Itilar : t I 1 : tit I ... .., ....__:: Ag61 .i . .=4 ‘ o0/ / ---""" / r\ I II lz \2 ;-; /0 / / \/ / / I ''1- / ,,; • 22. 0 / i 2E I / P ''" ;, • / / II / I/ /— • • ' ' '', --/ I ' 1 i • ,, i / • i,I / ' -_ - I(1 .; • I.,..'I I / ';'• — I Z 65,13 .8 / • I I. / N. • EL E 15 , • : ..... 0 N. ,, \ OP I 2 N . w . \ .g!e ' \ \ I - W in a'. -,- ,,,...- , . I • I p , / I 0 / I - I — / I I F- / 1 1 a n / I I ' 75 I h Z / / '. I 0 ,... „ o TO 1 , . FA I - F I , I I I , / 1- (// r I 5,,i , i .. ' I i IP: / / 1 I,iill ' / , --- .., 1 , „ I „ - - „- „-- ,- -- „ ___ „ —-- ,- ..., -.— 7 / 1hI , .„, , „...-- „ _ ) / kt It tEt hi IN t / t / t t .959-.6 liPPE VS: 2314 !. abi. •rtg 1 - . _i _ 6 Emg erg ,,. .°.' 1114 iigil A NOLL°naisNoo I:10A ION/AHVNII61113Eld ---F-Z-F4n- - ,1i74": ".',F' .1111.lal.1.1331.113 All*•3.ale 5110.311 a.. 1\111=1331‘.11SNIE ea ONISNV-1 •—•6- 6 - — A.1.10,a14•1 NOUN. Z I .. :NC1\1J....11 iJ.S,t1,,l,fill a ale. —IP, 15 8E. P.0 .. .. V "'' A0 1 — u •0 ,..„ , 2 ....0".. ,...,- / . II I 1 12 : r.i 1 70 A 11] .• II I I ' 1 , a 13 CI , I I --- • \ •'.'.'\ • I • ... o. ..'' ......''' II __,_\ 3 a ...-• ———1 1 i 1 I g!i • / ......--- ....- I \ I 1 itimg La.Z. ; Arg ii g;Itl 30§ e —s .' r .. .. . , 2T2 / / .... \ 28g / i \ [ , ' 1 0 II , II /". / , / 1, 1 1-- ,„•" . .0, .1 .i 1 minim ..." . i \ A N z , El Rkg I I CO `, N .g Fi .1,4 ,.• ( i I. 1 \ 1 ] , . , \ \ ..Vr‘,0-44* 1 (1 It • - \ , .. / ultra ii• - ' 1 2 / 2 — „ / / M ! I ' ii.r I I / - iz- / . - I.! , ] .- P 0 .0 . • ,,' \ I 1 A. 6: , 1 I , / DIA • _ N ' / I . 1 I i \ 4 1 ICA a : , III' / I A --- — - 5-I 1 — I I .5) / I ' - , , .... i Apr 11 .s ' milliv • N : ---- / / / —•••111-2AMMW 1 2 2 '' ' g FA '2 V 01. g0 ' 11 1 E E 9 Nolo naisNoo HoA ION/AHVNIV111131id 0.--F-47-74n- ' I I -sscs4:Trfs9„, 501111.leild Minn.AM•3.ale 5110.311 a.. 1\11E1331‘.11SNIE ONISNV1 ..,. I. 1 .441-.m raInt'• , 1 rauasosWascou 511016413+1 lilla A.1.10,appri NOUN. Z 0 i 1 I i I ' • ' " ! '• ' ' NOILVLS M DEL 0 A 2 La n8 . •.. ..,1 g,t,•3•L ii i g A'A A.a. L., i S4 '"'Z O 3 0 , I I g , IR f gg5 _1 s, ,,L! 1 '' - ..... II 1 g *v I=,, • • ,,, 0 ' .4 1 I . 2 .. / II ,P.1', 1 ro '8 15 8 , ., 1 •. d :,.. I . 1 . I ?„LA P it 5 A /.. ., - ., 1 ., I 5 I --\ \ I ; :' h !A °A 11%;m gt 5 4i, hal tal , .I N 51N28§1,1 • I % 1 " 5 0 . ---\ , .... .' _ r ' - I I I 7 -' -- I g' p. P20P2 q.,..422.L.-02 0 0 1' ' . 1 i -, 1,41041 r i 12.3aaaN --;A!,n41 'la / / ma a g E III \\.....\: I.14 11 416g A L'iii; S ' 2g13P5;g 11W0g mcm ANA . / / i .101131ALAIVIAA1 / - - i_ / / I §4 1- 11 ,1,21;4 ,Ikg lig / ..* / / / I .* / i'' I bi IN Ai( ./ / / / / . I . ,._., ..:7,°° N,,:illiii :" MIMI . I 4/ I I , No..- `''°' '.... / i — . \ ' I / - 0-- )/ 0 ° 1 I I f . 1 i ,0 1 : I 0\ ., 1 •:,6 ',_, il „,---14:11 ,k '- rj •4 n, " Z 14, • . , E , \ , CI gn n8: CO / g8 ..- --- , , - j, .p .„ r, „ 7 // '. . -I I iz- 0 ,, , .1, ., , ,/ 4 . 11 ,s,__ I 1 ,,, g , ._ -0 I 2 1 0'2 1 •• PP 1 I 4 I / r!, ,. r -.::, AIL A- 1 ' / I ' 04 ___,__ ., 1 / 1 - I v _ ----- . , -. 1: A 1 /3 ' 0 1 1 mi 1 - 1 - meLl- i. 105 0 :.111 F MP -Ib' ' -- ........, j in . .11- 1 / --- ,4--•-• --- -- IQ I li_ r . 1 r R'''': Z Mit MItig n, Iv I 1 , , .P 5E 88 '8 148 .k. 0502 , em em mm .9 , 26 i , '°828 -•••■,---24.MW 1ea 1 pl NOLLOf1H1SNOO HOA ION/AHtlNIWI13Hd --- Fo,� -.1, ,—La s nn111103 lal onm av swixxu a.. `-�1\11/=1331,1 1`S N J.J'''oss:t4:4EF, 103.353.3033.1311,3161311 ll131 ONISNV-1 " . ., u NOILVIS z NW S = 1—a "" , MO738133HSSIH133S O =`� N - — 3N/7 HO1V141 I "g5 / \ ,N. P r:74.11'4,. I S+q u Y, �I > IF i° a III , oM ,• 1 q , fr 9 to io / I , al)...., , . , ,, , , , , ...4 , ,. ,,,...* .. , ..... , ...... . .. .4,, ,L i . , h. 1 ,, , , ,A ,, z , co _ i ,, , I ' (fj / 1 Q W -'2i Q ' 1 i— 0 V. V, I� q �i� w g i1 z iI p0 1 O zt \ \9 0 N'9 L z 1 ry o II 1 I III �X 0 1 S 3 '� .fri 'iIII " 0 �' I Q�1 & $ I" L5, III Q � I 1 _ 1 7 $ oma ,.- 1x . I I IP: ba 1 I r a 1 L—:: — — 1 VI F yy_ 4100018 :::: /"14 A:4 a':: 4 IA A ` 9°' 84 ,, til--;11:11'4'' 1 0 S3A0E1VSIMI �y , a a I Y ili \ 133HS S/Hl 33S 1 4'' 4Y 3N17 HO1V/Il 1 — � 1 111111® "`ia •,,, , a eillill El ^EJi i II I \ 3 \ a NOLLOfH1SNOO HO31ON/AHVNIWIl3Hd -z Ad„ a -.1, -- SUOMI.,ma anm av swsx33 a.. `-�N 1 E1 3 3 N 1 S1\13 a m JJll ONISNV1 7 43 do. N rauaaswavmw u sss v. m e W/n '61 - _ m Ld ce.z �,,, ( W H 8 agc` J o o 01 ♦ 4 oC ♦ - 00 0 �_L� _ 00 ♦♦ If .- as 8 --'I' M 1 &P ag a a ♦♦� / � : '.,44-.. 2` " ., - m al p oge, 1g m s ♦♦ 1 s i � \ I :�,6 i311 a 1 H e.m mos a ♦♦ i I I' 1 1 ill 1 3 8s . a$$ agga e g ♦� I v �I 1 V a g i s %gaar, 31 N2 5 /♦ / /r •." •u 14 .a ga : 1 aeo `"aa a .m / / a `� u Il o N ,y''Q'" -aa ag s :90 :a 3 / T I .� Baa �a �a .. / I ' tI FVa"�mm.W> / / u ka; m „ a / ��vas eta 1 °� /1N, 'I �� �1�Inilnnnn-7 / -Xailgq 0s`ea a 1 I -/ 4 1r Z Qa. a ,� " as-m` = s I 1 / +� u , • �; �i •ass€$i=�wWs i I / � : —HIT:0 � J =m m a \1/4ii I €zos =s' S \ ����� �' � -i III- :gam; a5a ata e'1 P la `F W ma .a _V a,f a :$ o C �AV18Qa is 'aa1 ; 1G. \ `\ .. L ;= t a22 M / in o' m'sa a a! y a h aA / III 121 o,1afl la g a, IN Al a m / / / ' 101 - Z I ,, // .: s 9 1� IL g ti 0 a m # � W; a2 mm w9'e CC ' 1 (ij !!R !" Q 2� 1' i :S 'o auk 1 1 ';" hi c� as F� .. rr ,,�'NO Err--; as ,_ "=a o 1 lea '.6'a ;Q li ap Ilg 11 OA o S 1 � aa! !z i d G 1 1 4I dig W E £6 'g s� 1 �IL% '111 I,i' N ll m e °Ie . lz A4 as yas ' Im . 9W 8 IA 4 m' - _ 0 13 x aaAR : e9 a: ea I G _ 1--Iu ;. .� .�„a ou. 1 �Iu r I I W „ w II � = o= 1 e s I ”) --- m `iz / 1 Ni, r�' l''' 0 - 2 ka =¢a oz / IIJ , 4-1-0. ..I . • z dF paw \o a'o\� i _ . a g .'° caw=o i t . A A ; ''i € g: age ILIg a ;o cgi s s1a ga `H Qao!< aea l see y£ ea IL! eWaa : a9 _r e,g $QN 9M0 e z v z a= s g= s1G _ 'se's ' hg ''A ffi. $ is Qpm = '.: 2 26 Aaaa 2.. 2. - _ g ' a ra 5's dig isas ae= am 1 .6S i is m , Mg WI a 48 eg, 3R NOLLOfH1SNOO HO31ON/AHVNIWI13Hd 0zO Ad„ .„ -.1, ..2 s. suvioa sma snm av snartxv eV aVh `-�N 1 H 3 3 N 1`S N 3 a m J.Jll 'JNISNb�7 , tea s�x NOIlV1S z JW �- a Z Na SE' a 5 se a age s' ♦♦�-� I000000 a ♦♦/ p I l i„ ,., M --- /\ \' •1 d §li a / a I o I. /el • II A / / ` / 58 / T\ 3 I 3 / /// I `o - g ii,1/ '/ „'� / I VVVVIIVV13 ;p'22' o '- __ j !. LL'� 1 I� II '. 5,i Of g 1 \� is I Z �,, ,, N. i • a e \ �\\\ gki ! Q $ H w F U 0 1, A I o C7, i' <� �o / / 1. z- �1 O Z2 ias i z3 / / I. 8= a CC I 11 ; ',1 m,o!_� 1 i- Mr :k g4 % 1- 01 1° I 7' § Awa, El 1 :a NG¢ Q g ,;� °1 w a / 1.„f I Z / oo / / I Le . Z 0 wp fill -- -- =-�-- I Ms a 3 f6gr o U 3 - _ a E LI dgam- - '¢ G O o $ G pg W oo O O „,,„ ,, ''' d E,..„'n .;',s,'g,g'p fl,' 0:E,'n 4 '...E';';;...4.:,n,''''''n:.,,;g4 n d'sgon.g';',g.'n.Od:,g'gi,O,I,n In.4 ,,ge000n.0;.)0. 4 iDi LI M I • �? M 90 o o oo F,1 Sid o P `on an n G7 _1 i . g I , 3HY i1 , yg` ao 7 , ,pr „o cruF .gggE5g4u§4a:14E E4 111. 11 r1 10 '- gm D 171q`111'11'1'11V "' ; g2g.''''i'1110'. ...'..1.:k1 111221 111.0t'21;'Egg' 1d14gen:'01.11112 -11120•:0.11:legnIg:24;1:112:,:g11;'1.1„,1 .1:•.:;C1E1_2;1; b2g1°'Egg's'1glIgiirMl o,T 11 .it CrP. �I _ 0 0 �. I w `o Z ®� 2. so Z !P 6 .: oP eel g, 4 II moi. g . 0 . > i :z''''''':1'?"' '1:212.' 1:'.11!1E;1 'r.'1':111;:111':11120:1•22'::''0,' :22:2'11 1-11;:,1.fl 1"lig; d'' ''''..'' 'g''./g;''1''': g;:g :.''bd,n1d 6O'n "n'1c q' . N • fa ti �4f W a 1 a ®93s sIa o, a e � e aggs _- li oi a _ s oyb of \ o 14 4 ; e ° _ � q �' � ' - o ] 4 l( 1I pp 2 " 8 Y`��9 0 o g ,4 h o aN = o o : 8. . o0 €a z �� : YORK � z STATION LANE APARTMENTS SITEPLAN � I I asoma R I �,.OF w„o�a SPRINGS. .�s 'E7mm ^a ar.vw.ma°owe.COMMIE �a�,ti��.a.�w�.�.P� q—LLANSING °"'"° ENGINEERING ��"0"9 PRELIMINARY/NOT FOR CONSTRUCTION NOLL°naisNoo I:10A ION/AEIVNIINIGEld 0.62FaY61„.„, 66si:67FE' 1\11E1331‘.11SNIE ONISNV1 -.1") 9 -.8 . 19 . . . . n : .. • ' • NOILVLS „ 8 p PP Pc P P i8 Zw ,S Zwo /1 gl h''7•": ! 6 -L 1 , 4 LC5i8 ,,td z = . M ,',V P'.. P.,4 .T( P PA git i t Eh 255 0 P,• ° sq5 • N-- ; 4.4 ,Hi _ iblukIii il w Pa _ 24050225 ,‹ '7,2.' g L . 0 sig,, g s 25pE 2 22 LE (.0 4 2 EE g EE , , g'E 'E-ENNg:N H . .- 1- 1 3 15 8 :, fE ME nllin 0 6 A'23 Mil 52 25 25=2 22a-Egg, I 222-55i524,22 (fl m 72 i T 3 — H ,s sgss 2252 R`L E . (fl 2 22, ••ni g 2 ,8:8' p L',P' H y LPP. 5,86 ri'2° 2 5 .2.5 .5 CE ,;-' 1 1 p• 8 f, P P,?P, 5 Ea-i 2 H ; gl 1 L 1 Ng Z SP. b "TIMIMMIM_ pp m .•. ,,, P 8 P.p,P P 2%, -, (13 i :8 i :;,',,.',,,,,%-':6 U° HH I/ 1 i HU E 1H - IML 5 L,P .Ppi ,8,%' .88 .3PPIP6 E22hE Al ! gg: pgp T — gppg ll 22 4 ,:eL°E' 2 'di 0 • -. 2,8e,°°1 °4 2 22 2 • \,,5 %L.F`r.'n0`.°°10 5 -55 EU 2 2'2 522 2 2 22 24412 2, i 5 g2 2 Z z 2 H 2 •': gE P g 0,LI L L.1.1 r E4 0 2 P PLE g 5 H m 4 21 Z NI 11g li`,111 \ ° :. ,°: 5 0_ P12 / Lll Allg n 0 L, 'p:' °21 N 0 A 5,,,,,z a , E 8 p s rs;g g 4'S' ggr0 0 -1 WI _ ss!,. ? -gg ggsi % %s g: CE ' A i gg g s S s s s g'gsliVsagg Ep,7, ggs / s a ' 255 82 ggg - 0 H / (n H„, • MAY, ''; . , v: 1 ............. , , . : z z . p . ! p, ,,r. p,.., .,, u LO jiiiiiiiiLL W E2 E5 l' 0'T22 ( N g ;LNE E; LgIgl _EN ff 5`6,2EH ....................... — "I, i201,7; ,:'2 ,-,,„ lir 1 q PI:2' 5552 Illi — -,.., 12 111=111=11 " RP' 2,8 382, ,p.P. P8 P PP Pi nRIM' PI 252 222 EP :5' 2, r"' 1 1 ° Li'EE 5225 W52 PP 2. ® 5- PE''''2i '52 P 2'P z gsss el- 1, H g ss „ sgsg gs ssog SN 2 N z ,f, , -, „s gg g'g 0 'A s Z gsl!! - 1 iggss. ) g sg s W SP 5°E 4 ,;z; LE; ; jag! LigNEE' r.(13(H 2 CgNEE LN. , ,, : ' :2 Ep -.888!: -15qA H U rn — sss: 2022 ri - 21 vg •, Egg,. E., H g HO - ,, . lik : A 5}— . 5 -- 0_ 11.211• ' ''' — OW, z4'2)'' P ,;2'2 CC E }PP, p ',,,; g q gg! P. Palg. '- E,E 4 6M6666; z ! , nn66 6666666166 , . • ., 6 6666 6,6,,66 u , 222222 2.222q2,02, u ', , s 5.5 EE 2 2-5 5 52 25222 555 2E,:222-25-Eg.g.2 ' -4 22. ,2 22 2 IP-, 2 EE nEn. LEI .3k,n,M%,,.,ARM E En . 04 Ln 2 - n VE'E'n P !Hh.ilbitiR 0 1, EPE E I,'2E' in jn," 'Ec":1! . I n E. ,L, :- E 55225 25E52 E 2.... lw 1 _ •,..,i : -p iim F.,..-1 EN t g 0,E, g iiiii gm . ; um . g 8P ,q dgsg, , . . . 2 53 O Y. _� sO to ".2o o _E5 y 1 wl —a ,o'4". tm m� .m EIB Pm moo yCm] mp - w-E „, ricthirEffrall 40,,,,....iii,g,-A . -I ;'',.-70, n l (4,-- --,1,110' Ii pilo m HE V11111 51. "21 a- D 7A n av °3 og a F> g3 r m I` =s A” oa ; g VA y" g y 11 4 z z 2% m v '" f 1 D .. .A Ao moomo9 um \ '8,- 53 0 L195„ zo 4t1 5'5,8 Ao oc 0 g © gy g lirt) z ?gam o�• g• y 8 85 ➢� s 0 �g ~ g on - a m-0 0 aFA � m a m " a a mE T IlL' _ m 70 U H RE e• I "- L goy 0 0 am iii:.i NI D ib.a n �_ ilg0; aI i'''' � mym D 5m A H A. 3 I r Ul - » m=4> D8 TE 8 I O '''1-1- oq cg O 5'5 f _ _ go� " oNae„ a mP — - 3 E gp «o own 855 6.,�!! 85558, 1 o g 9, >I gpgNq a�1III 7 n 9 m > GI rn �> m -I -IJ v o D x o ➢th i gm —2 s Ma.�I. -0 48=%2 T �� '.0'< z n 1119 F2 ig ) ,,,, m 5 i' n %z 1_ h g e n o=om %` ▪ a -5 " 1 I - _ =g= g ;4 o =N- 0 gy O C ,g_ e vIgi c2 asm v. H °s x ,x=R7, amg g - oa - D ao €p ,81 D -8E2 s a3 =_ n 0,3 OA€8 nN 5 o v y x Fp, :o NA STATION LANE APARTMENTS SITE PLAN �s�nTIOx°nxe.ci,.or snxn,oen u.a xes.SARATOGA YORK �m mm cam.ar.vwma°uwr. ..�. oN (j2 LANSING ENGINEERING °"moo �'""'w �"" PRELIMINARY/NOT FOR CONSTRUCTION 0 . „ ___ . „.=.,„ __,,J ti, 0 , ,,, „ , ,;„-,. „ „ ..„ 0 0 ,. ., r, , f , gilll 1 III • ' ° <-5 C1-- 0 (I) M 0_ MI 21 A 2 2+, i Jr 1 1 m :k=.2 -'•.._2 ./ ;- :. 215111111A 9'7 - L i; A rg 4,43 i 62 '' alr. , 0' t 0 tu . , --- 9 c 155 11111rI IIIP A Ig "n II -,, ' c4u) 7., = pg7,4 • , s8 033'434,1• p Z'< 5'51, 5 ZUWgr, - m g44,4A, g , 6 7 . 1- 5 :-: ki ,4/1 1 9 rvi:TE g ''' 4, 5 59 M 5 I L, -No 0 0 :..i , Z .t W gg, 00 ,OT AT ,,,,,,o, ! ,..,,,,,q,,Nrq• ° I p,„ 4,:.',5.A _.,6„, > , . GI m . ,:-:‘ •T i',,,,H ,..,-,1 :,,,, . cl; 3 !!!:!!)”, rigg;222 44010.'417t14$101 g ,-,r- -"" 94 a , ;' =', „';, 2 r g z i 1 0 ' M 5 5 5" ' aN411111, a 8 , F,- ,r M ,7, 4AV . 0 ' 5 , . ® .; S ,70 ...,L- m4t Ii gES SSE_s 3 A n N,A,m i M7 0 Ell1=111E Z U) A .A El l , . IL, > 3!!!!!§! iNdi g WO ) 1 Ir--,, A>z F'qf'.' i • 1—ill P,> 'M ..-7 r H1E1 >z r.g8 MI , - n ir HI ,1 9-0 .1At- A5r, 555 0 g tE 1 7 III g>7 14.1fli 24 II g,, , 7 / III 'M %Asg:Al A 3:L' 1-•=' . H 3 E '„^ 'S A, ',A Es n SE ;5,1 ,I, u g ,A p v, 4 'A V, 3E SS as s VE .-•"'IJ NNE, H - K 3,I= AM CD-I ':, it. EP se=e me=sr 1 Q & ‘' ri E IJ 8s gAli 'g g- II ..z , ;En fr=1 o > 0, rn*ZI 3'—I FM STATION LANE APARTMENTS SITE PLAN ,,, I C"' STATION LANE.CITY OF SARATOGA SPRINGS.SARATOGA COUNTY,NEW YORK 1(8,4 V: LANSING a ENGINEERING L EEVI%",g' PRELIMINARY!NOT FOR CONSTRUCTION O O22 0.. 0 , ,_. . - - -, :ri,9 ng - 0 n�o9 - - a - zN ;tilti;A: titi :AAA : A'A : : 'ti.30 Az' ti ' Ati, \ II I g^ C A> III m m ➢ a3m - - z �g - -p lk- ,-E'2:2. m Vi f n a = >D : 1 f �n o3 -0 a 0 \� Iel o I o? E, _ i /. 25-1 151153-51 222 2,E2 !F %P 35043 °2 0-U111313 '�' !3:513,,i 3o r e3,3 a n o 23 313 D a'OI gym s2 : m lin D a =a? o m 3o O il m0 t P ''''''''''',- K g i A`‘\\\ ® '7,i'zs'4,§•,-rkmd n I t.----...:...."',.._--___ :::: ''A ; 1 -'A F A ''A.'M- 00D a_ 0 m 555042 525,35 1 o 0p � ,- � ➢rn � H m�o a m A. r - 2 6 - 0 o Z C ; : Of*::.:.' ''1' 8 2-11-i33 0, 23;t, o z 7-1 (D P - m2V!:.':zA& 9 o ' 0 8 - i D o gNP :m -� O D • \o,,,,, 0 a n= g3c A m U �¢ D As A � Ag p9 m o 5.m' m 2m° 0 L 42� 75 ° o� o 0 m D H o I oA€ N I ., 3° A 5 cA 3° m DD mom e2 o _g z m m UlC] a a m 0 z?.E-7 s° Z A= a9 m :F 0%', �N - a�?a 0 A .� N;a� .:a m A w„ M T. °m oR mmseg� g N = A m ; a=m g.. 9. Il it .8N$m. go.1DIt' §O I 1 , S ,„ om o0sg §` a mog? 1:30 51 251 250 Lt �Mm �I a P n _ _ ill 9,r17, D os HO'—'to STATION LANE APARTMENTS SITE�PLAN VA 0 m a a RK I y STATION LANE.CITY or snxw•oew SPRINGS.snxwT 1COUNTY,RAE'•ar.EW ovIa.�mao owr.a�,�n -m a o o4, LANSING "��. R......n „.,,� �ati��.q.�w�.�.P� E N G N E E R N G PRELIMINARY/NOT FOR CONSTRUCTION o o aim " �o o mn • � �LE° ooam o ` '��.gm ru aaE 53 a� U [/ 1� ® E� '' p 0 C ' I/ \ o=1 [ mcg-MO Z � iP ; - ► m P. V.,:. iCmmi. p �D + ° -0 M o 6!! oa °g m y D _ 1 O -E =I 2" / -- " - m 3�`i"L!o -02' .'aha- O 01[1:11 " -z A Il U C7 ,,,g,--,,, z55 55 t Il E m gH A, 0 z !AAG7 ❑=y �\ PS m 1—alo) m D N o� gym- A Ul 6A AA 66 IN FdE o - .0,1•,• 7 z � U) - o . Zi g -< Ab-22. Ii —r m o � �0 m o o ND ag i ' aO = 0 s ,. 5'.m m "_ o R_ c 0 D m H= ny : ° r 000..0. .00.000550500500 00 o - m c12, n m 2222°0°°0 ° o D m =a ' .-,, „ =o rm I n m"om 000000000000 000..0.00.00 ,°°°o°°°°°° 00,,,; ' 2I3 DU I 0 F„, Itf p1IR4_ 4 L ,ei 0 PP,' O. a m n Z V.' m m Raa 30° 'Z R H 'IAA H -222 =m fA 0 A o o <��!v p 0,,,-I 1 9 9 yo yo g� oeg. �u hFo �s „ ■ - m0 y O L,, , , t �� a � � s� 0 o 992 0 o m 33 m T, =_4.44 -IN i aK a _, g m D otos COMill D m� 9 = m =� s s tn nm 1 — 0m a9 0 ➢o _ N oEwA�k } - D m -_ H D Gzl _1 1_ ' �(n a __ a. -32 .� STATION LANE APARTMENTS SITE PLAN m S -- ' STATION LANE.CITY o.��oGasoa.Gs.�� NEW ll: .Ew�.%.P� qui LANSING °”;moo �'""'w �"" ENGINEERING a�ti�E.a 0209 tea, PRELIMINARY/NOT FOR CONSTRUCTION 6,63 4. 3-6 gg L6g"' gg gg ! (9 W p':;c:. • „... r..0, . ,. .,„ .. , m 722 2 t-.4 pll 7 2 4224 7 244 2 :.1 I lal" !2,274 > iii! = 3., ggg! 42-1 7 0 ,, j 7 ? . ,12:§2r1H1n5g.Mg1P1 5-,P1',W:2,-, 15.,',1M101Mil 5 1711!..5"55A'501.A"7,52. P,W5,9'00'i155,5551'15.55f,lre2 ''' il " a - ' L 1 _ Iiiii, _fflir 7--,•-!i,n7,--3,7iNli$,T mi.., ,i › , H-33,70 !or:,:ep'4,-,g ,,n6,3,finre,,,,q iir,AN m 17-7.....--- - g66;;;;V 166gT2g' igeg;,01"Naq ''' -t: ' .1(.11 lj 6336266 g3,26;33 26,232,33,63,433,63230 2 g ,,2,9,0,- 323,29 22,25,50,5,2,22.5,2,.,2021„2,. ,,,5- 22 525225 Aik 0 yoil 1 1 0 3g36163626 6,6,63 ,63;33663'g633, 2g,;g66 6 eg3 . .II.II.F K , -' -"itila , E—gA v r' Rs, 2F.,g1 Elr`,4,-44 22 ri,H 2 ,02.° 22- ® 0] EM . .• N g-g c grgg go, g # —_,1 ° eg ggig „ gg H x 055 151 22 - g M 11 g gg,66, g3, 26 0 6 7> 2 2 n ' ." g 0 m g:i --All el) --- ,,,,.' ,z 4E gg; .'g 6 2 666,63 > g :2 4 - C(I) :..5.... ................. .1i :',7) t§ c='' , s-d-i....47,' -1 H gg 0 II ......... .,.... ............ 22 22 42 2 ,-- o 2 2 g "g" m 1 6g 6g gg,2 1 66,g.63 62 6,6 266g :2,6..6 ggg w n n, ...— . '6 1 z H 9=,,, ,-, = ,,,:.3' -0— P--.fr... ' '' , . n M 0 M K z g 5 555 Z M ,23, 636,2" g0 gg' 3] gs" 6 559 26,26 Ii M 621 2n '' ; ....i, _,,,,_. „, ifi> gg gggg ru n g: n 0 —1 1 g - , gg 6 6 2 P — 0 6, 62 36 6: W,g I. , 66 66 g6 -6 6 -6 ' 66626;6626 6666g66 gS3'g36,4 ..4i 2gg ;6;63 E, 222 24 S'-4sF,4R 6 2. T ggrgigg--gggrggg ,gg g ii, m gg'";2;g3g;;;;'"Kg3gPV ' g ii';'; 6g1 i62 12 - '5 7 2 7 g-gg,gg623 g1g6666;26 266;2' g 6 46 6 gg g g"g2 gg ggr3E g , 1 i ;K II366 ';'1'ggg 6'7;Vggr,g, !gg2,6,6636;3,g,g-gg„soo go goggg g 11—g ogg igg,' 2 zl 7 ,P21 41 ;;;J I '72,'222'2 224212.140F2 '42'124242i-2 2 F2g m H g - / 1 -I IL 2 ggg 3 6 6-I 6 g 6" 69 ,g,P;' gggg gg3g6:6;g, g g g22 ; 1g E 5 lest, M Ilt \\0 lb mr SA' --2in.>8 5 . 5 i52.5$202,905,40020-X 255 zAg 9oF,31 mc> ; IP hq g F40 •--* *zM STATION LANE APARTMENTS SITE PLAN v, 36,g, g ;'—I L7,-17' STATION LANE.CITY OF SARATOGA SPRINGS.SARATOGA COUNTY NEW YORK ']'' '16 '''jP B 9.0") ‘/: LANSING a ENGINEERING LE:r •I'jcIinp'x'c'A'' . '"'li,111.7E-FIF—z PRELIMINARY!NOT FOR CONSTRUCTION 888 l 281 66, m xm o 9 Nm m 28= =,,::: , i .,2 :1") ri.: Irli 6...*: 41 / i m 60663 2 AA: rLill 71 a aimmisAmmismoszeil 22 III /, o 12 m V i r :18 2:1 - �* A 8 m 0 i E ,, A Will, -q , � ^ _ o . oypoa �pAsxm �� _ _ .p it \� (6. "o o _606g6(m'm- 0"3 __033= - � F� a`a ali. \ - =g�mooio� / I_ H mem _ '=yzom oaHgm= aAgA aoa �=; �•✓ -s m ;,'_ Till •i N$'^ $a� o„ \ , i -H _ m8 ,,,,,%!NAPM ' I N a \ _ 0 a °gy3 F 1.J �J , omo 225 88 m9 \ m m3 °g -LN A maoo o � 1 "� 4 '28 o H F, ° -a soaooAoy 3nIli D s IV ' 4. D 1 € 336Z I \ °• 0 m 3g / Ii '- — — 1 0 - I. ' -*; =,, . /> 14 I g $ O zNMMEI� AA I Sh k eb G �° i i 0i u m m o yN m2 g7,74 € z u N ny,,,,,7—,-.- ag 5 Nam T\ C3, ND CD ooO o m D Z Ra 0,98-982P ma 881-P2 PPF 8ST 221 8 98. F. aa i s0A§0 o=A�90 �p5 9 omo a WA ozN� a P'-go nm oi I 4=1) o €a, -„ N2s-, = o�moi289g -88 2PI FI NL € *fiy zaoa¢pE kao o vm 1-1 66a� gmyoo6z 66 366 Z = 99a§ .o ?§_ _ Ba o6€ Ap o H 6656336 35 3,566 666 56 5663 - ii 'Nn k FiAA 61= 2 89 „ 8 =2o == = 888 m M:8 s -£ 8'1 o= ;om =..m- 6 =umm = a s a H Nx 6;m0645 3 O 6- oA5a3 6635356 88F I28 8 888:9 9888821 22 A2 2 EAP" 4 m D• r'": lae= :v0p So6 gy ! - DLE (9 66365335366 zyv 6395 up-- a€ - 58=9 oz m S Z K26,0 m 82ao" FF 29 =g T8a`= 3429 82F1 28, 0Z 21 o - M w 3 ;!.3v " - nLa m - 0 £z on Sy g L. z - h _ (.` ` $ UD y - a D - = 6 8828 _ ,69 _ U -_U _ 21 �D 1110N- Orl . I ss 0 M _AM D 7 LI _6. All m..l g a• P 3j> ti o x - ' NIDA z 'a. m m> N :� `• m N-1A STATION TATION LANE APARTMENTS SITE PLAN STATION LANE.CITY or snxn,oen SPRINGS. COUNTY, m� m am YORK PENSIONS 9,• 4LANSING a 1 ° c.ar.vwNma°uwr.COMMENTS ENGINEERING ..p.. 888 PPP,E PRELIMINARY/NOT FOR CONSTRUCTION NOLLOfH1SNOO HO31ON/AHtlNIWI13Hd --- Add„ a„ -.1, s sumo.3ma onm ale 5110.311 a..R. `-�N 1 L3 3 3 N 1 SN 3 y JrJll 'JNIS 'v' e0g r ``nn U 10.110534/.03.15110161.13+110.110534/.03.15110161.13+1I f -1 - W U urNOIlV1S FWFQ ~ :a•n,, r Qz a..W �. W Qui g�rco 8 - EL", z 11 oZi8a PO rc 12.174 �aQ :. o z n�r,a age 111 3MQ 111 .E In ▪ - 2 H Er O <• sN 1 6 11 I2,4 \ 1d t, 11114a l'e_ . ,, -;\ '4 g Iels f T \ �' i1 l�y �11 d ,ii 7. 17 0 :Ell 1 ill .. .'��� I ii 7 �1 a I 0 ?1 I , �� `� Vii' j ��li-,L. I -. , I' °�1'�a� , .III Z ;1 L / / 1 I YrN i,1 I L I j I �\_, , jII 11 11H �„ , i. __.._� � ...... � ..- . -�— _ -� `1 / N §F NOLLOfH1SNOO HO31ON/AHVNIWI13Hd —2 Ad-„ a„ -.1, ..2 s Samoa ima trim ale saartx3a eV. `3 N I s 3 3 N I`S N 3 a m JaJll ONISNV-1 aoa, �a b,a.x� .a j n •, uNO11VLS rcg I. 1'1 na Bo 8E' LU I2 Og -_,' ;se J la aqe 11 '1 OZ +I .9 I 8 . o I Q 9 oP',- jw pr * n\ \ I gl I MOO , l'ailli , , 1 / . ,„�a 00 J30 0 ,I y ALS 0 0 ap - 0 a 3 [ 1i \\\ k U U Q 1-1: 1. , . 4. .. D . Q z L NI w0 I . 1w ^ III a \ r1! - '- P11"11111111111111 Lii I mo z / 0 0 0I. i a 1 3