HomeMy WebLinkAbout20230032 Crescent & Jefferson Site Plan Engineer Comments6/1/23, 9:52 AM Zimbra
https://m.saratoga-springs.org/h/printmessage?id=14793&tz=America/New_York 1/4
From :Susan Barden <susan.barden@saratoga-springs.org>
Subject :Fwd: Liberty at Saratoga, PB# 20230032 comments
To :Julia Destino <julia.destino@saratoga-springs.org>
Zimbra julia.destino@saratoga-springs.org
Fwd: Liberty at Saratoga, PB# 20230032 comments
Wed, May 31, 2023 04:33 PM
1 attachment
This one too for Liberty. Thanks!
Susan B. Barden, AICP
Principal Planner
City of Saratoga Springs
474 Broadway
Saratoga Springs, NY
518-587-3550 ext. 2493
From: "Matt Zeno" <matt.zeno@saratoga-springs.org>
To: Sdrury@lebellapc.com
Cc: "Cristina Hasenstein" <cristina.hasenstein@saratoga-springs.org>, "Katherine
Tiedemann" <katie.tiedemann@saratoga-springs.org>, "James Salaway"
<james.salaway@saratoga-springs.org>, "Debbie Labreche" <debbie.labreche@saratoga-
springs.org>, "Bradley D. Grant" <bgrant@bartonandloguidice.com>, "Susan Barden"
<susan.barden@saratoga-springs.org>
Sent: Wednesday, April 26, 2023 8:53:04 AM
Subject: Re: Liberty at Saratoga, PB# 20230032 comments
Sara,
Please see below comments from our team. Also attached are comments from our
designated engineer. Let us know if you have any question.
Thank you
Matt Zeno
Assistant City Engineer
City of Saratoga Springs Dept. of Public Works
474 Broadway
Saratoga Springs, NY 12866
518-587-3550 ext. 2492
See comments below for Liberty at Saratoga, PB#20230032:
6/1/23, 9:52 AM Zimbra
https://m.saratoga-springs.org/h/printmessage?id=14793&tz=America/New_York 2/4
1. New sewer force main is not shown for its entirety on any plan sheet. Add plan sheet
showing limits where sewer force main will be installed. Include callouts, receiving pits if
being directionally drilled, profile, etc.
2. Multiple labels/callouts/descriptions upside down on multiple sheets, rotate
labels/callouts/descriptions as necessary, to correct rotation in each plan view.
3. Add work/clearing limits line type and callouts, confusing line type used (tree line line
type?) when comparing to legend on sheet G002.
4. Confirm approval of the plans from the City of Saratoga Springs Fire Department.
5. Show turning radiuses for trucks, busses, and fire trucks.
6. Sheet G002, datum states using North American Datum of 1983 (NAD83). The City of
Saratoga Springs standard is National Geodetic Datum, 1929 .
7. Sheet G002, under 'Force Main Testing', leakage test numbers shown are for 1 hour
only. Leakage tests run 2 hours, update numbers to correspond to 2 hour test.
8. Sheet C135, show locations of detectable texture warning and callout on plans.
9. Sheet C135, callout all signs as each sign is different (stop, handicap, charging, etc.) Do
not use typical.
10. Sheet C135, parking stalls numbers should encapsulate grater number of stalls. Group
up areas so less count callouts are needed. There should be a total number.
11. Sheet C135, use different hatching/shading for porous pavement vs typical asphalt
pavement. It is unclear where porous paving is to be installed.
12. Give a detail for porous pavement
13. Why was porous pavement the only storm water practice implemented.
14. Sheet C136, the connection of the force main to the existing sewer manhole is
connecting to the Saratoga County Sewer District. Send them these plans for review
and confirm you have approval from them.
15. Sheet C150, additional concrete washout areas needed due to size of site.
16. Sheet C160, additional valve needed at tee near CB-5 heading west. Additional valve
needed at tee near YD-6.
17. Sheet C160, remove two valves connecting to the existing main as only the tapping
sleeve and valve is needed as per the callout. Add callout for sizing of tee and size of
existing water main.
18. Sheet C160, overflow areas needed for detention basins.
19. Sheet C160, from YD-6 to FES-3, multiple invert in elevations are lower than invert out
elevations, re-evaluate and update.
20. Sheet C160, missing Bend callout at watermain bend within detention basin.
21. Sheet C160, watermain is placed underneath detention basin and within existing ditch
near existing connection point. Profile and additional bends needed for this section of
watermain. Consider alternative path to avoid going under detention basin.
22. Sheet C160, North East Parking lot grading has elevations making the middle of the
parking lot a low point. Show or explain how storm water is supposed to shed in this
area.
23. Sheet C180, multiple tree callouts on plans are not apart of the City of Saratoga Springs
Approved Species List, re-evaluate and update.
24. Sheet C560, Hydrant Installation detail has correct "open right" nomenclature and
correct manufacturer, Tapping Sleeve and Valve Detail and Typical Gate Valve Detail
have incorrect nomenclature for valve operating direction and manufacturer (which shall
only be Mueller).
25. SWPPP, post construction management has sheets pertaining to permeable pavement.
Per the details and drawings, site is to have porous pavement installed. Include proper
6/1/23, 9:52 AM Zimbra
https://m.saratoga-springs.org/h/printmessage?id=14793&tz=America/New_York 3/4
From :Bradley D. Grant <bgrant@bartonandloguidice.com>
post construction management sheets within the SWPPP.
26. In the letter dated January 13, 2023 to Deborah LaBreche it was requested that this
office verify that the municipal system can accommodate the increase in demand. This
office will provide LaBella a will serve letter after the County agrees to accept the
increase in sewer flows and after LaBella had done the proper research to determine
what the flows are in that area.
27. LaBella will also have to determine if there is adequate fire flow protection for the
buildings.
28. Add City of Saratoga Springs Standard Note.
29. Show sewer main on Jefferson St.
30. The test pits were done during a relatively dry fall what are the elevation of the
seasonally high ground water in the test pits?
James Salaway
Principal Engineering Technician
City of Saratoga Springs Dept. of Public Works
474 Broadway
Saratoga Springs, NY 12866
Office: 518-587-3550
Mobile: 518-920-2107
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Fri, Mar 31, 2023 08:54 PM
6/1/23, 9:52 AM Zimbra
https://m.saratoga-springs.org/h/printmessage?id=14793&tz=America/New_York 4/4
Subject :Liberty Housing Project-DE Review-PO#230278-
539.068.001
To :Debbie LaBreche <debbie.labreche@saratoga-
springs.org>, 'Matt Zeno' <matt.zeno@saratoga-
springs.org>
Cc :Kate Halliday <kate.halliday@saratoga-springs.org>
4 attachments
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Please see our a ached first comment le er and a achments.
Stormwater management modeling needs a different methodology for gauging porous pavement performance du
Bra dley D. Gra nt
Senio r Pro ject Manager
Sustainable Planning & Design
Barton&Loguidice
Office: 518.218.1801
Email: bgrant@bartonandloguidice.com
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The information in this message is con idential and is intended for the identi ied recipient(s). If you are not an intended recipient, please delete the message and notify th
Porous pavement asphalt installation specs & data sheet (ID 2860096).pdf
529 KB View Download
PP modeling example-Summary_Porous1 (ID 2862426).pdf
25 KB View Download
Liberty Housing-539.068.001-comment ltd.-3-27-23.dox (ID 2855523).docx
256 KB View Download
Liberty Housing-539.068.001-comment ltd.-3-27-23.dox (ID 2862556).pdf
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