Loading...
HomeMy WebLinkAbout20221079 313 Jefferson Final Subdivision PlansMcAllister Subdivision: Vicinity Map (with 300' Buffer) October 16, 2020 1:2,2570 0.01 0.03 0.05 mi Counties ® Towns 2019 0 0.02 0.04 0.08 km Cities ll Villages NYS ITS GIS Program Off > t'(: i CITY OF SARATOGA SPRINGS ZONING BOARD OF APPEALS ❖ CITY HALL - 474 BROADWAY t1 SARATOGA SPRINGS, NEW YORK 12866 Jt / PH)518-587-3550 Fx)518-580-9480 WWW.SARATOGA-SPRINGS.ORG Keith Kaplan, Chair Brad Gallagher, Vice Chair Terrance Gallogly Cheryl Grey Matthew Gutch Christopher Mills Gage Simpson Kathleen O'Connor. alternate #20200087 /N THE MATTER OF THEAPPEAL OF JAMES P. MCALLISTER 313JEFFERSON ST. SARATOGA SPRINGS NY 12866 from the determination of the Building Inspector involving the premises at 313 Jefferson St. in the City of Saratoga Springs, New York being tax parcel number 178.52-2-19.1 12 on the Assessment Map of said City. The appellant having applied for an area variance under the Zoning Ordinance of said City to permit a two -lot subdivision of a single-family residence in UR-2 District and public notice having been duly given of a hearing on said application held on the 3rd day of August through the 14th day of September 2020. In consideration of the balance between benefit to the applicant with detriment to the health, safety and welfare of the community, I move that the following area variance for the following amount of relief: TYPE OF REQUIREMENT DISTRICT DIMENSIONAL REQUIREMENT PROPOSED RELIEF REQUESTED MINIMUM REAR YARD SETBACK 25' 8' 17' OR 68% As per the submitted plans or lesser dimensions, be approved for the following reasons: I. The applicant has demonstrated this benefit cannot be achieved by other means feasible to the applicant. The applicant noted that the current house already exists, and nothing is changing with the structure. Having a portion of the house removed or the house moved are not viable options and no additional property is available for purchase. 2. The applicant has demonstrated that granting this variance will not create an undesirable change in neighborhood character or detriment to nearby properties. The Board notes that no changes are being made to the existing house. 3. The Board does find the variance to be substantial to what is specifically allowed, but notes the relief requested is mitigated by the fact that nothing is proposed to be changing in terms of the existing house's size and proximity to its neighboring properties. 4. The variance is brought about by the change from being a corner lot, to a non -corner lot; no incremental environmental or physical impact will result from that change. 5. The alleged difficulty is self-created insofar as the applicant desires to create a two -lot subdivision for making the property more desirable, but this is not necessarily fatal to the application. Condition: 1. Area variance only applies to the existing house. If that structure is demolished, this variance would be voided. Note: 1. Negative SEQRA Declaration issued by the City Planning Board, dated July 16, 2020. Adopted by the following vote AYES: 5 (K. Kaplan, G. Simpson, C. Mills, C. Grey, T. Gallogly) NAYES: 0 Dated: September 14, 2020 This variance shall expire 18 months following the filing date of such decision unless the necessary building permit has been issued and actual construction begun as per 240-8.5.1. I hereby certify the above to be a full, true and correct copy of a resolution duly adopted by the Zoning Board of Appeals of the City of Saratoga Springs on the date above mentioned, five members of the Board being present. SIGNATURE: 9/21 /2020 C AIR DATE RECEIVED BY ACCOUNTS DEPT. NEW 6" PVC SANITARY SEWER CONNECTION V _ _ TERwMAIN- W W - - 12"JjDPE�ANITifRY S�FR W NEW STREET TREE (ACER RUBRUM-RED MAPLE) AT 100' FROM EXISTING TREE TOWARDS WEST EXISTING TREES BETWEEN S ONE WALL AND SIDEWALK ON TAYLOR ST. HALL BE PRESER D. REE PROTECTION MEASUR S SHALL BE IN PLACE PRIOR TO ANY ONSTRUCTION 0 SITE AND/OR ISSUANCE OF BUI DING PERMIT. - _ 1 - Fire Hydrant W Oo Lands n/f 498' concre a cur � Ilse De asphalt Veer & driveway exi {; �n9c ❑ S8p 10_ (' 0'2 o narete S;dewalk Elayne Livote IRF ❑ E Instrument# 2015032612 _ 132.00) I \499 1 8.7' 1 �C I' BENCHMARK 1 34.1 NAIL IN TREE 1 ELEVATION = 500.0' I 1 w z _ _ o I h I a/c unit r elect r Lands n/f Darren Miller & Christine Miller Instrument# 2007027593 u IRF w ' O❑ ^ ' Assumed Existing Septic System M p0 , to be disconnected !� LOT i AREA= 0.3 + ACRES I (ADDRESS: # 1 Taylor Street) deck 40.7' _ steps N8o W IRF NEW 1" COPPER LINE WATER CONNECTION REPAIR SIDEWALK AS NEC. AT NEW DRIVEWAY NEW CONCRETE CURBING BOTH SIDES OF NEW DRIVEWAY YL��---_____ W �! w J� water valve asphalt w road new w urb cu - _ `� xisting Ogg - - _ - manhole stre r, ft catch basin 1 499 axis modified 3 curb ra p 1 t existing concre e I sidewalk 1 / I I -�J SBp •r 0 3 E NEW PARKIW AREA 43.4' 0 a 66.0p "E a 10 0 Sp E � YARD ES TBA- M E I � O Q a u de u ilit 499 p de O E O Q PROPOSED P- NEW HOUSE m a m (size & layout tbd) - � W W tT ? � EXISTIN -J I DRIVE AY I- Q fly B- _ WI (new) LOT 2 I- RE- z AREA= a W 10.156 + ACRES O C/) iv (ADDRESS: #313 JEFFERSON o ^I II �QG 3 relocated sign 1 I l� Lin IN 0 soo l� 1 to I 1�1 ��v 1 PROPOSED NEW GARAGE N W 18'-0 1 M (size, location & PAVED DRIVEW Y 1 Q R99 layout tbd) (2 VEtICLE PAR ING) 1 \ `SOS s m er G a G p' 44.1' z a C7 1 1 roof 132.00• `t.Rs' G 12'-0 0 � ODE YARD 1 h ouse sE -Z- O �� 1 SDi � 0 1N80.'20" Soo G3 1 1 �I 66.00, a 1 3 S0f 1 ®IPF I Lands n/f 1 DGD Holdings LLC 1 Instrument# 2016021826 McAllister Subdivision: Site Location Map a - n �W l ',j ray Sr �`+ y d ; IS N f New si i; GreenrklgR £ Ca male ry a W Fenton St bredd cn ey 5s St qQ Furlong 5ti 6rid'� I•:.. l.,ul ., r }{ar eC4h0e Gte4�'� 313 Jefferson -Site NPan�bt o d s v �Tuylor Ve'T0d It the Pines o n E groadwaY n w 7 � U N � n µ Crescent Ave r PutnaRd 1 m Gitlean m Eddy Corns P s October 16, 2020 1:18,056 0 0.1 0.2 0.4 mi 0 0.17 0.35 0.7 km Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, IRF LEGEND o IRF IRON ROD FOUND o IPF IRON PIPE FOUND o IRS IRON ROD SET M, UTILITY POLE 000o STONE WALL x WIRE FENCE o CHAIN LINK FENCE ❑ WOOD FENCE o POINT F.P. FENCE POST -ohw OVERHEAD WIRES n/f NOW OR FORMERLY DECIDUOUS TREE CONIFEROUS TREE w WATER LINE ---------- SANITARY SEWER - - STORM WATER GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. NOTES: BY 1. ITIS A VI OL ATI ON OF THE ty NEW YORK STATE EDUCATI ON LAW SECTI ON 7209 2 FOR ANY PERSON TO AL TER OR CHANGE THIS DRAW NG UN- LESS THEY ARE ACTING UN- DER THE DI RECTI ON OF A LICENSED PROFESSIONAL ENGI NEER. 2. ONLY THOSE DRAW NGS BEAR- l NG THE STAMP AND SIGNA- TURE OF THE ENGI NEER I N RED HAVE BEEN APPROVED BY THE ENGINEER. J. COPYRIGHT © 2019 ENGINEERING AMERICA CO. 80 F F3 Original survey used by Engineering America Co. (with permission granted by Russell E. Howard) to create a proposed site plan for application to City of Saratoga Springs Planning Board for Subdivision Approval STONE WALL NOTE: LL PORTIONS OF STONE WALL IN THE CITY R.O.W SHALL REMAIN s UNCHANGED. ANY MODIFICATIONS = TO WALL IN R.O.W SHALL REQUIRE 3 ° PRE -APPROVAL FROM CITY DEPT. t- OF PUBLIC WORKS) z manhole o: 3 MODIFIED ELECTRIC / CABLE UTILITY o CONNECTION TO EXISTING HOUSE (UTILITY LAND EASEMENT TBD) 3 ° NEW CONCRETE CURBING EXISTING WATER CONNECTION TO BE CONNECTED TO NEW HOUSE NEW STREET TREE: ACER RUBRUM-RED MAPLE) 3 NEW 6" PVC SANITARY CONNECTION o NEW 50 CONCRETE SIDEWALK 5-0 GRASS AREA NEW STREET LIGHT EXISTING GAS CONNECTION TO CONNECT TO NEW HOUSE 3 NEW 18' WIDE DRIVEWAY & CURB CUT MODIFIED GAS LINE CONNECTION FOR EXISTING HOUSE (UTILITY LAND EASEMENT TBD) --NEW STREET TREE (ACER RUBRUM-RED MAPLE) STONE WALL IN CITY R.O.W SEE NOTE ABOVE REVISION SURVEYOR: RUSSELL E. HOWARD LICENSED LAND SURVEYING 342 MAIN ST., HUDSON FALLS, NY 12839 (518) 747 - 8747 RUSSELL E. HOWARD, PLS NYS LICENSE #: 50540 PROJECT DATA: Project Title: McAllister- 2 Lot Subdivision Project Location: 313 Jefferson St. North West corner of Jefferson & Taylor Streets Project Owner / Applicant: James McAllister 21 Rumson Rd., Little Silver, NJ 07739 Tax Map #: 178.52-2-19.112 ZONING REQUIREMENTS: UR-2 (Urban Residential - 2) 1. Minimum Lot Size: 6,600 sq.ft. 2. Minimum Average Width: 60.0 ft. 3. Maximum Building Coverage: Principal Building: 30 % Accessory Building: 10 % 4. Min Yard Setback: Front: 10.0' ft. Rear: 25.0' ft. Each Side: 8.0' ft Total Sides: 20.0' ft 5. Principal Buildings: Min. 1s' Floor Area (1 story): 900 sq.ft. Min. 1st Floor Area (2 story): 700 sq.ft. Maximum Height: 60.0' ft. 6. Minimum Distance to Accessory Building: Principal Building: 5.0' ft Front Lot Line: 10.0' ft Side Lot Line: 5.0' ft Rear Lot Line: 5.0' ft 7. Minimum % Lot to Remain Permeable: 25 % EXISTING SITE: 313 JEFFERSON ST. 1. Lot Size: 0.47 acres 2. Average Width: 103.0' ft. 3. Building Coverage: Principal Building: 10.2 % Accessory Building: 1.0 % 4. Yard Setback:s: Front: 110.0' ft / 34.1' ft Rear: (None - 2 sides) Each Side: 40.7' ft & 8.0' ft Total Sides: 48.7' ft 5. Principal Buildings: 1St Floor Area (1 story): 1,367 sq.ft. Height: < 30' ft 6. Minimum Distance to Accessory Building: Principal Building: 31.6' ft Front Lot Line: 13.6' ft Side Lot Line: 10.8' ft Rear Lot Line: (none) 7. % Lot Permeable: 76 % PROPOSED NEW / EXISTING LOT: TAYLOR ST. 1. Lot Size: 0.28 acres 2. Average Width: 118.0' ft. 3. Building Coverage: Principal Building: 16.4 % Accessory Building: 1.7 % 4. Yard Setback:s: Front: 34.1' ft Rear: 8.0' ft ** Each Side: 40.7' ft & 43.4' ft. Total Sides: 84.1' ft 5. Principal Buildings: 1st Floor Area (1 story): 1,367 sq.ft. Height: < 30' ft 6. Minimum Distance to Accessory Building: Principal Building: 31.6' ft Front Lot Line: 13.6' ft Side Lot Line: 10.8' ft Rear Lot Line: 71.2' ft 7. % Lot Permeable: 72.5" ** A rear yard setback was granted by the City of Saratoga Springs Zoning Board of Appeals on 9/14/2020 for the existing residence as it remains built & unchanged (Appeal # 20200087) PROPOSED NEW LOT: 313 JEFFERSON ST. 1. Lot Size: 0.19 acres 2. Average Width: 10.0' ft. 3. Proposed Building Coverage: Principal Building: 30.0 % max. (2,480 sq.ft. +/-) Accessory Building: 10.0 % max. (825 sq.ft. +/-) 4. Yard Setback:s: Front: 10.0' ft. min. req. Rear: 25.0' ft. min. req. Each Side: 8.0' ft. min. req. Total Sides: 20.0' ft. min. req. 5. Principal Buildings- 1 st Floor Area (1 story): 900 sq.ft. min. req. 1 st Floor Area (2 story): 700 sq.ft. min. req. Height: < 30' ft 6. Minimum Distance to Accessory Building: Principal Building: 5.0' ft. min. req. Front Lot Line: 10.0' ft. min. req Side Lot Line: 5.0' ft. min. req. Rear Lot Line: 5.0' ft. min. req 7. % Lot Permeable: 25.0% min. req. SUBDIVISION APPROVAL: PROJECT #20200754 FHIS SUBDIVISION IS APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 3Y THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED McAllister: 2 Lot Subdivision 313 Jefferson St., Saratoga Springs, Saratoga County, NY Tax Map: # 178.52-2-19.112 SUBDIVISION PLOT PLAN I S-1 MARCH 8, 2021 SCALE: 1" = 20' ENGINEERING AMERICA COMPANY 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 TONYA L. YASENCHAK, P.E. I I TLY McAllister Subdivision: Vicinity Map (with 300' Buffer) October 16, 2020 1:2,2570 0.01 0.03 0.05 mi Counties ® Towns 2019 0 0.02 0.04 0.08 km Cities ll Villages NYS ITS GIS Program Off CITY OF SARATOGA SPRINGS !i' i ZONING BOARD OF APPEALS .1 CITY HALL - 474 BROADWAY t1 SARATOGA SPRINGS, NEW YORK 12866 Jt / PH)518-587-3550 Fx)518-580-9480 WWW.SARATOGA-SPRINGS.ORG #20200087 /N THE MATTER OF THEAPPEAL OF JAMES P. MCALLISTER 313JEFFERSON ST. SARATOGA SPRINGS NY 12866 Keith Kaplan, Chair Brad Gallagher, Vice Chair Terrance Gallogly Cheryl Grey Matthew Gutch Christopher Mills Gage Simpson Kathleen O'Connor. alternate from the determination of the Building Inspector involving the premises at 313 Jefferson St. in the City of Saratoga Springs, New York being tax parcel number 178.52-2-19.1 12 on the Assessment Map of said City. The appellant having applied for an area variance under the Zoning Ordinance of said City to permit a two -lot subdivision of a single-family residence in UR-2 District and public notice having been duly given of a hearing on said application held on the 3rd day of August through the 14th day of September 2020. In consideration of the balance between benefit to the applicant with detriment to the health, safety and welfare of the community, I move that the following area variance for the following amount of relief: TYPE OF REQUIREMENT DISTRICT DIMENSIONAL REQUIREMENT PROPOSED RELIEF REQUESTED MINIMUM REAR YARD SETBACK 25' 8' 17' OR 68% As per the submitted plans or lesser dimensions, be approved for the following reasons: I. The applicant has demonstrated this benefit cannot be achieved by other means feasible to the applicant. The applicant noted that the current house already exists, and nothing is changing with the structure. Having a portion of the house removed or the house moved are not viable options and no additional property is available for purchase. 2. The applicant has demonstrated that granting this variance will not create an undesirable change in neighborhood character or detriment to nearby properties. The Board notes that no changes are being made to the existing house. 3. The Board does find the variance to be substantial to what is specifically allowed, but notes the relief requested is mitigated by the fact that nothing is proposed to be changing in terms of the existing house's size and proximity to its neighboring properties. 4. The variance is brought about by the change from being a corner lot, to a non -corner lot; no incremental environmental or physical impact will result from that change. 5. The alleged difficulty is self-created insofar as the applicant desires to create a two -lot subdivision for making the property more desirable, but this is not necessarily fatal to the application. Condition: 1. Area variance only applies to the existing house. If that structure is demolished, this variance would be voided. Note: 1. Negative SEQRA Declaration issued by the City Planning Board, dated July 16, 2020. Adopted by the following vote: AYES: 5 (K. Kaplan, G. Simpson, C. Mills, C. Grey, T. Gallogly) NAYES: 0 Dated: September 14, 2020 This variance shall expire 18 months following the filing date of such decision unless the necessary building permit has been issued and actual construction begun as per 240-8.5.1. I hereby certify the above to be a full, true and correct copy of a resolution duly adopted by the Zoning Board of Appeals of the City of Saratoga Springs on the date above mentioned, five members of the Board being present. SIGNATURE: C AIR 9/21 /2020 DATE RECEIVED BY ACCOUNTS DEPT. STREET TREE w di TERW MA1N- W '-1Z_KQP �A_fylI9RY€ - TREE -QRQ1 SF,,r� REMOVED Lands n f asphalt exi{ing Ilse De Veer &' driveway ❑ concrete sidewalk Elayne Livote IRF ❑ _ S80°1p'20; E Instrument# 2015032612 132.00'r TREES i �49g REMOVED 8.7' i Lands n/f Darren Miller & Christine Miller Instrument# 2007027593 IRF BENCHMARK r NAIL IN TREE i ELEVATION = 500.0' r W I Assumed Existing ❑ Septic System O �to be disconnected 1: Z RF LOT AREA= 0.3 9 + ACRES (ADDRESS: UNKNOWN/TBD) 40.7' - steps N8�0 W McAllister Subdivision: Site Location Map a n w � �� '• N wl,Slnt sl N ,., 411 I ',j ray Sr y d o`' + ; N f Nevi st i; Greenrk p £ Ca male ry W Fenton St �bredd a 51 qQ s Furlong 5ti 6tid'� I•:.. l.,ul ., r HOf 6C4h06 G�646dT 313 Jefferson -Site NPen�bt � o d s 11 q �TPYIor VenOa ai the Pines o n E gtondwaY n w N Y n ._, in lr,J.i CS1Al µ r. Q µ Crescent Rve 1 Putnam Rd 1 Gideon m Eddy Corn,'s P s October 16, 2020 1:18,056 0 0.1 0.2 0.4 mi 0 0.17 0.35 0.7 km Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, deck 86' row o0f 1 9.2' - use STREET TREE EW SIDEWALK ACROSS DRIVEWAY EW CURBING EACH SIDE OF DRIVEWAY - W W EW STREET TREE EW SIDEWALK ACROSS DRIVEWAY EW CURBING EACH SIDE OF RIVEWAY 4g8 EW STREET TREE W Fire Hydrantl w 15- ^ `� 7�TREES water valve WY - v °SPholt road /y ' REMOVED W curb cut �- Nxl xisting -- 4g9-- manhole stre Q �----_ new 18 0-- curb S cut catch basin REMOVED 499 a -� modified curb ra p existing i 3 i co ncre r e sidewalk i 3 PROPOSED S80°10'relocated , 0 2 CAR WIDE 2 "E sign a ? TREE TO BE DRIVEWAY 8.0 o REMOVED -10 Q Z o p£i manhole a under roun i N 499 utility 6 0o pede tal p u� . i �Q O PROPOS D E i� O PROPOSED NEW HO SE NEW PARKING AREA Lands n/f DGD Holdings LLC Instrument# 2016021826 IRF 43.4' 44.1' IRF LEGEND o IRF IRON ROD FOUND o IPF IRON PIPE FOUND o IRS IRON ROD SET UTILITY POLE C XDCDC) STONE WALL x WIRE FENCE o CHAIN LINK FENCE ❑ WOOD FENCE o POINT F.P. FENCE POST -ohw OVERHEAD WIRES n/f NOW OR FORMERLY DECIDUOUS TREE CONIFEROUS TREE w WATER LINE ---------- SANITARY SEWER - - STORM WATER GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. NOTES: BY 1. ITIS A VI OL ATI ON OF THE ty NEW YORK STATE EDUCATI ON LAW SECTI ON 7209 2 FOR ANY PERSON TO AL TER OR CHANGE THIS DRAW NG UN- LESS THEY ARE ACTING UN- DER THE DI RECTI ON OF A LICENSED PROFESSIONAL ENGI NEER. 2. ONLY THOSE DRAIN NGS BEAR- I NG THE STAMP AND SIGNA- TURE OF THE ENGI NEER / N RED HAVE BEEN APPROVED BY THE ENGINEER. J. COPYRIGHT © 2022 ENGINEERING AMERICA CO. ATTACHED CAR GARAGE EXISTIN DRIVE AY REMO D O d2oO0 G LOT 2 REA= I ± ACRES I(ADDRESS: #xxx TAYLOR ST) I lo 80 ® IPF IF Original survey used by Engineering America Co. (with permission granted by Russell E. Howard) to create a proposed site plan for application to City of Saratoga Springs Planning Board for Subdivision Approval TREE TO BE REMOVED STREET TREE TREE TO BE REMOVED -NEW STREET LIGHT TREE TO BE REMOVED ROOF EAVE MAY INFRINGE ON FRONT SETBACK EW 5'-0 SIDEWALK '-0 GRASS AREA -NEW CURBING TREE REMAINS REVISION SURVEYOR: RUSSELL E. HOWARD LICENSED LAND SURVEYING 342 MAIN ST., HUDSON FALLS, NY 12839 (518) 747 - 8747 RUSSELL E. HOWARD, PLS NYS LICENSE #: 50540 PROJECT DATA: Project Title: Marini Residential Services, LLC- Subdivision Modification Project Location: 313 Jefferson St. Southy West corner of Jefferson & Taylor Streets Project Owner: John & Linda Famosi 3926 Lake Shore Dr., Diamond Pt., NY 12824 Project Applicant: Marini Residential Services, LLC 624 Louden Rd., Latham, NY 1211 Tax Map #: 178.52-2-42 ZONING REQUIREMENTS: UR-2 (Urban Residential - 2 1. Minimum Lot Size: 6,600 sq.ft. 2. Minimum Average Width: 60.0 ft. 3. Maximum Building Coverage: 40% 4. Min Yard Setback: Front: 10.0' ft. Rear: 25.0' ft. Each Side: 8.0' ft Total Interior Sides:20.0' ft Min. Corner Side: 10.0' ft 5. Principal Buildings: Min. 1st Floor Area (1 story): 900 sq.ft. Min. 1st Floor Area (2 story): 700 sq.ft. Maximum Height: 40.0' ft. Max. 1 st floor elevation from grade: 4' 7. Maximum Impervious Lot Surface Coverage: 70% :le]:1•I+14 al il, I A IA zVA 1+31I► Cel11*1 M f-,VdIle] :ll It 0 1. Lot Size: 0.31 acres 2. Average Width: 132.0' ft. 3. Building Coverage: Principal Building: 16.4 % Accessory Building: 1.7 % 4. Yard Setback:s: Front: 34.1' ft Rear: 8.0' ft ** Each Side: 40.7' ft & 43.4' ft. Total Sides: 84.1' ft 5. Principal Buildings: 1st Floor Area (1 story): 1,367 sq.ft. Height: < 30' ft 6. Minimum Distance to Accessory Building: Principal Building: 31.6' ft Front Lot Line: 13.6' ft Side Lot Line: 10.8' ft Rear Lot Line: 712' ft 7. % Lot Permeable: 72.5" "" A rear yard setback was granted by the City of Saratoga Springs Zoning Board of Appeals on 9/14/2020 for the existing residence as it remains built & unchanged (Appeal # 20200087) PROPOSED NEW LOT: 313 JEFFERSON ST. (UNIFIED DEVELOPMENT ORDINANCE: UR-2) 1. Lot Size: 0.156 acres (6,798 sq.ft.) (6,600 sq.ft. min. allowed) 2. Average Wldth: 66.0' ft. (60' min. req) 3. Proposed Building Coverage: Maximum Building Coverage: 40.0 % max. 4. Yard Setbacks: Front: 10.0' ft. min. req. Interior Side: 8.0' ft. min. req. Corner Side: 10.0' ft. min. req 5. Principal Buildings: 1st Floor Area (1 story): 900 sq.ft. min. req. 1 st Floor Area (2 story): 700 sq.ft. min. req. Height: < 30' ft 6. Maximum Impervious Surface Coverage: 70% BDIVISION APPROVAL: PROJECT #20200754 S SUBDIVISION IS APPROVED UNDER AUTHORITY OF A SOLUTION ADOPTED THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED Marini Res.Services LLC-Subdivision Mod. 313 Jefferson St., Saratoga Springs, Saratoga County, NY Tax Map: # 178.52-2-42 SUBDIVISION PLOT PLAN S-1 MARCH 8, 2021 SCALE: 1" = 20' ENGINEERING AMERICA COMPANY 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 TONYA L. YASENCHAK, P.E. TLY 10' MAX. C. TO C SYMBOL WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) /\ 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND. HEIGHT OF FILTER 16" MIN. 8" MIN. W PERSPECTIVE VIEW 36" MIN. FENCE POST — WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH FLOW_ COMPACTED SOIL EMBED FILTER CLOTH A MIN. OF 6" IN GROUND. 20"MIN. UNDISTURBED GROUND 16"MIN. SILT FENCE CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER -r OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. N.T.S. BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Silt Fence ST-13 * AMENDED TOPSOIL MIXTURE SHALL BE IN THE FOLLOWING RATIOS BY VOLUME 20 PARTS TOPSOIL - 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) WRAP: WATERPROOF TREE WRAP APPLY IN 4" WIDE STRIPS MULCH -3" MIN. SAUCER FINISHED GRADE AMENDED TOPSOIL MIXTURE* UNDISTURBED SUBGRADE N 12" PIT= BALL DIA. + 24" TREE PANTING DETAIL NOTES: MAJOR TREES (STREET AND SHADE) SHALL BE 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) MINOR TREES (SMALL ORNAMENTALS) SHALL BE 2" MIN. D.B.H. SEE SUBDIVISION CONSTRUCTION REGULATIONS FOR RECOMMENDED STREET TREE SPECIES. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: BOTANICAL NAME HEIGHT OR TRUNK DIA. COMMON NAME SPACING TOTAL QUANTITY HOSE WIRE No. 10 GAUGE STAKES 2"-2 1/2" DIA. OR SQ. 8' LONG USE 3 STAKES FOR OVER 2" CAL. 2 STAKES- 2" CAL. & UNDER N.T.S. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG Nc PLANNING BOARD DATE STANDARD DETAIL Tree P I a n t i n g L-1 CONSTRUCTION SPECIFICATIONS SYMBOL 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. i 50'NIIN. ,EXISTING 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE PAVEMENT A 30 FOOT MINIMUM LENGTH WOULD APPLY). S•r 6 MIN. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. EXISTING FILTER MOUNTABLE BERM 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT GROUND CLOTH PfIOFILE (OPTIONAL) POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 50'MIN. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 10'MIN. EXISTING 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON - GROUND --" STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 12' IIJ. 12'MIN. EXISTING PAVEMENT 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENTDROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS -OF -WAY PLEN VIEW MIN. 10. REMOVED Y. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED CONSTRUCTION ENTRANCE NTS BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. APA-ISTED: CITY OF SARATOGA SPRINGS, NEW YORK DWG NI 1/13/2010 STANDARD DETAIL PLANNING BOARD - DATE Stabilized Construction Entrance ST-11 O N CAST ALUMINUM FINIAL AND _ Z -0ROOF SAME FINISH AS POLE 0 H _ 3: J 4ARC22T5-MDLO3 LED: 64 WATT (/l 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT Z DIMMABLE DRIVER ►� ACRYLIC ACORN LENS J 5T TWIST LOCK FITTER O I DRIVER COMPARTMENT ELECTRONIC PHOTOCELL Q W U (STREET SIDE) ~I 00 0 Z N W O —j + O 0) 1­- O -1 0 E 00 00 4"-3" DIA. TAPERED POLE z �j O .125 WALL THICKNESS Q - + N 6063-T6 STRUCTURAL In Q GRADE ALUMINUM OLd POLE WELDED FOR SINGLE Q I-- C� > UNIT CONSTRUCTION o 0 + W c� Q ° z �o O 0 J rr ll V �01 O LIJ L` BLACK FINISH I A ACCESS DOOR Q z J M 17" DIA. BASE, .750 FLOOR THICKNESS w CS — FOUR ANCHOR BOLTS AND ONE GROUND Z STUD (SEE PG. 2 OF 2 FOR FOUNDATION o Z STREET DETAILS) Q Z \ PHOTOCELL p 17" DIA. BASE, 12" DIA. BOLT Z "Q 02 CIRCLE, DIAMOND PATTERN, FOUR H P" \ 1/2" x 18" ANCHOR BOLTS w > w � A ACCESS DOOR CATALOG NUMBER: PT-D650SRLED-5T-4AR22T5-MDL03-A-PEC/4212T4/BK pa a SEE PAGE 2 OF 2 Lands n/f Ilse De asphalt Veer & driveway Elayne L'izote Instrument# 2015032612 Lands n/f Darren Miller & Christine Miller Instrument# 2007027593 O N SEE PG. 1 OF 2 FOR FIXTURE Z & POLE DETAILS CD N J (n p a LiJ � I 0 �— 3/4" CHAMFER Q W U FINISHED GRADE 0 ZINC PLATED ANCHOR BOLT z 1n ASSEMBLY PER MANUFACTURER'S N RECOMMENDATIONCn 2" PVC SCHEDULE 40 0 Z N NO DIRECT BURIAL L- I --I o GROUND ROD PER N.E.C. a O W 4000 PSI CONCRETE BASE WITH --1 SONOTUBE FIBER FORM 20" DIA. 0 Z + C � UNDISTURBED SUBGRADE J OR COMPACTED TO 90% Q 20„ STANDARD PROCTOR 0 � E z O Q Q Z - � 1 O � Q NOTES: Q � � o > 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN cn AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) O 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. LI__ CD Q THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. Z Z 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE S E--1 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS J REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH Of SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH W w COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT nr� U FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR — T A BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE Q M P: THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN z J BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO — < PQ 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 Z WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. z o z 0 LLJ cr) w PQ w C/) A W 0 P4 P. SEE PAGE 1 OF 2 P. d' SUBDIVISION APPROVAL: PROJECT#20200754 THIS SUBDIVISION IS APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 3Y THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. Lai IRF 8.7' EW STREET TREE EW CONNECTION TO SANITARY SEWER — EW STREET TREE W -_-__—TER1✓MAIN� TRANCE W STABILDSIDEWALKCACRO ATION CROSS EWDRIVEWAY --__ EW CURBING EACH SIDE OF DRIVEWAY STAB w EW STREET TREE E �91Y1TARY �Et_YER_ _ W 98 W re e cur J\ _ asphalt ❑ _` exiting concrete sidewalknew curb rood V S8 0°10' ' RF ❑— 20E 132.00', I / \499 i _ I 1 I i' I BENCHMARK 1 34.1 NAIL IN TREE 1 ELEVATION = 500.0' 1 U � 1 Z PTT O }'✓/� O I a/c unit c ele me ' Assumed Existing Septic System to be disconnected 1 1 LOT AREA= 0.3 9 + ACRES (ADDRESS: UNKNOWN/TBD) deck 40.7' _ steps N8 4 W IRF ro 86of 0' house 3 a cut SILT f O I SILT O FENCE p j O W NEW PARKI AREA J ^�' J � L W Z W n 43.4' [t n Lands n/f DGD Holdings LLC Instrument# 2016021826 18' j-0 Curb 2 CAR WIDE DRIVEWAY —10�Q ILIZED CONSTRUCTION ENTRANCE W SIDEWALK ACROSS DRIVEWAY EW CURBING EACH SIDE OF DRIVEWAY EW STREET TREE I Fire Hydrantl O W IW I W water valve w 499 __ manhole — I — catch basin / Q modified e - In curb ra P '! 3 9 concrete I sidewalk i S80°10'20,.E relocated sign I I � 1 3 1�i1 r 3 a Q IS ? � manhole Q under roun utility pede tal p v� Y a u �~ 3 f Iz PROPOS D Q i� PROPOSED I NEW ATTACHED 2 CAR GARAGE SILT a o new LOT 2 FENCE O REA = M I ^} R`99 56 + ACRES zl I (ADDRESS: #xxx TAYLOR ST) I 44.1' SI ILT FENCE -�0 CONCRETE WASHOUT LOCATION TBD N80°1p � 20" o SILT FENCE _ 66 00' IRF LEGEND o IRF IRON ROD FOUND o IPF IRON PIPE FOUND o IRS IRON ROD SET Col UTILITY POLE 000o STONE WALL x WIRE FENCE o CHAIN LINK FENCE ❑ WOOD FENCE o POINT F.P. FENCE POST —ohw OVERHEAD WIRES n/f NOW OR FORMERLY DECIDUOUS TREE CONIFEROUS TREE w WATER LINE ---------- SANITARY SEWER — — STORM WATER GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 1 'F Original survey used by Engineering America Co. (with permission granted by Russell E. Howard) to create a proposed site plan for application to City of Saratoga Springs Planning Board for Subdivision Approval NEW ELECTRIC LINE TO NEW RESIDENCE EXISTING WATER CONNECTION TO BE CONNECTED TO NEW HOUSE ✓ STREET TREE NEW 6' PVC SANITARY CONNECTION -NEW STREET LIGHT -EXISTING GAS CONNECTION TO CONNECT TO NEW HOUSE ROOF EAVE MAY INFRINGE ON FRONT SETBACK EW 5'-0 SIDEWALK '-0 GRASS AREA -NEW CURBING CHAIRPERSON DATE SIGNED FINISHED GRADE z s o I r-i z FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) SEE NOTES \WATER LINE -SANITARY SEWER (GRAVITY OR FORCEMAIN) OR STORM SEWER SEE NOTES NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS") WHEN INSTALLED PARAL I FI , ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10% EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING. MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. UTILITY SEPARATIONS: PARALLEL AND CROSSING N.T.S. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No PLANNING BOARD DATE STANDARD DETAIL Utility Separations w-7 SAWCUT LINE - SEE DETAIL SS-6 SEE PAVEMENT SECTION DETAIL SS-5 ORIGINAL ASPHALT 12" WEARING COURSE(S) IN PVMT IN TURF PAVEMENT 7 STRUCTURAL BASE COURSE (SEE NOTE 3) • °�° SECTION SUBBASE COURSE tz ° � A.O.B.E. (SEE NOTE 4) z :. 3 ORIGINAL SUBBASE COURSE ��. r• OUTSIDE CROWN ..a' PIPE SPRINGLINE - BOTTOM O.D. _. I.D. + 3' MAX. NOTES: 1. STREET OPENING PERMIT IS REQUIRED 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE OR SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE, 0-15% PASSING 1/2" SIEVE. GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. PIPE TRENCH - SECTION -TRENCH WALLS LAID BACK PER OSHA REQ'MTS OR SHEETING A.O.B.E. MEL-4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH BORROW: WELL GRADED INORGANIC GRANULAR SOILS AND/OR ROCK, MAX. 1-1/2" SIZE, NOT MORE THAN 20% BY WEIGHT PASSING #200 SIEVE.OR NATIVE MATERIAL, A.O.B.E. (USE VIBRATORY COMPACTOR WITH 12" LIFTS) w PIPE ZONE BACKFILL - GRADATION SHALL BE: w "WELL GRADED SAND WITH 3/4" MAX. PARTICLE SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) w PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO N.Y.S. DOT. STANDARD SPEC. 703-02 COARSE AGGREGATE (SEE NOTE 2) --UNDISTURBED SUBGRADE OR EXTRA FOUNDATION STONE A.O.B.E. 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2-1/2" SIEVE - PASS 100% BY WEIGHT 1-3�4" SIEVE - PASS 95-100% BY WEIGHT 3/4 SIEVE - PASS 60-75% 1/4" SIEVE - PASS 25-45% #40 SIEVE - PASS 10-25% #100 SIEVE - PASS 3-12% 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2. N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Pipe Trench SS-6A TREE BELT SEE NOTE CURB FINISHED GRADE -SIDEWALK CURB BOX MUELLER 5'6" t MODEL H-10314 IN TURF) z MODEL H-10334 IN CONCRETE WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) 0 I 0 CORPORATION STOP WITH I CURB STOP COMPRESSION FITTING LO MUELLER ORISEAL MODEL H-15209 COMPRESSION MUELLER H-15008 MODEL H-15219 (W/ DRAIN) 3/4" OR 1" - SIZE AS REQUIRED (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) TEMPORARY CAP OR PLUG (AS NECESSARY) 3/4" MIN. SIZE TYPE K 45' COPPER PIPE OR SIZE AS REQUIRED WATER MAIN ;. 3/4" OR 1" COPPER TUBING (TYPE K) ': SOLID CONC. BEARING BLOCK (SIZE AS REQUIRED) ' OR C.I. FOOT NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. WATER SERVICE N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Water Service W-2 l4" CLEANOUT PLUG 3-(MIN.) FINAL GRADE T7IF NO INSIDE CLEANOUT: r 4 WITH RISER TO GRADE 1 CONNECTION = TO PUBLIC SEWER M2% (1/4 INCH/FT) (MIN. SLOPE) (SEE DETAIL SA-3) APPROVED SLEEVE THROUGH IF A BUILDING TRAP IS REQUIRED: FRESH AIR INLET (3" MIN.) -2'(MAX.) EP 4'(MAX.) (PLUS BACKWATER VALVE) 4" CLEANOUT PLUG S UBUILDING DRAIN IF REQUIRED: IF REQUIRED (SEE NOTE): APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP, WITH CLEANOUT OR RUNNING TRAP J� 5, Vz 11111r t -All oI FOOTING 6" BUILDING SEWER(TYP.) 14" BUILDING DRAIN(TYP.) NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING CODE FOR ADDITIONAL INFORMATION. BUILDING DRAIN LAYOUT N.T.S. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No PLANNING BOARD DATE STANDARD DETAIL Building Drain SA-7 00 0 ¢ o X: of w a M W W c(f) ¢ TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR. PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR PARKING LOT 1-1/2 2 8-10 <0.3 MILLION STANDARD 1-1/2" 3" 12" <30 ROADWAY MILLION HEAVILY TRAVELED/ <30 TRUCK 2" ` 4" 12" MILLION LOADING NOTES: * SEE NOTE 2 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND 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. 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.. ASPHALT PAVEMENT N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 4/10/2013 STANDARD DETAIL PLANNING BOARD DATE Asphalt Pavement SS-5 FINISHED GRADE CIS NOTE: EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. 1/4" RADIUS SEE DETAIL SS-5 FOR PAVEMENT AND GRAVEL SUBASE REQUIREMENTS CAST-IN-PLACE/SLIP FORM CONCRETE CURB SEE CONCRETE SPECIFICATIONS DRAWING SS-7 GRAVEL COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 1 CURB - CASTIN -PLACE/SLIP FORM CONCRETE AT TURF N.T.S. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No PLANNING BOARD DATE STANDARD DETAIL Type 1 Curb SS-15 CONCRETE SIDEWALK - TYPE 1 AT NON -VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TRAFFIC AREAS (SEE DETAIL SS-8) EXPANSION JOINT (FULL DEPTH OF CONCRETE) TURF it..... ASPHALT DRIVEWAY ASPHALT WARP AREA (BOTH 1-1/2" REVEAL(MAX.) SIDES) CURB 10 0- j1Y ASPHALT APRON SECZ\0� W�DCNOV FRONSP EXPANSION DROP DR�NP� 25q" JOINT =s'` �� V\N• W�DZN I, wu# RADIUS = . 5 ,�. „1 0 MPX STREET TAPER CURB 6" CONCRETE CURB DROP CURB AT RESIDENTIAL DRIVEWAY N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 STANDARD DETAIL PLANNING BOARD DATE Type 1 Driveway (Residential) SS-12 SUBDIVISION APPROVAL: THIS SUBDIVISION IS APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 3Y THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED NOTES: BY 1. ITIS A V1 OL A TI ON OF THE t y NEW YORK S TA TE EDUCA T1 ON ANY PERSON T072AL TER FOR CHANGE THIS DRAW1 NG UN- LESS THEY ARE ACTING UN- DER THE DI RECTI ON OF A LICENSED PROFESSIONAL ENGINEER. 2. ONLY THOSE DRAW NGS BEAR - I NG THE STAMP AND S1 GNA- TURE OF THE ENGINEER IN RED HAVE BEEN APPROVED BY THE ENGINEER. J. COPYRIGHT © 2022 ENGINEERING AMERICA CO. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL" MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS. 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FARENHEIT AND BELOW, A NON -CHLORINE ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FARENHEIT AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305R-99. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL). NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER IS APPROXIMATELY 2 INCHES TO 3 INCHES. 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. 5. ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL). 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY ENGINEER. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 PLANNING BOARD DATE STANDARD DETAILConcrete Specifications SS-7 NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1: 50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:1, CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE -SEE CONCRETE SPECIFICATIONS - DWG. SS-7 p ' 6" X 6" NO. 6/6 WOVEN WIRE MESH EXCEPT A.O.B.E. a 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS - DWG. SS-7 AS ORDERED BY CITY ENGINEER "- 6" X 6" NO. 6/6 WOVEN WIRE MESH Q, 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 2 - VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS) GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 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. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No PLANNING BOARD DATE STANDARD DETAIL Concrete Walk s5-8 * DETECTABLE 6" CURB (TYP) - TEXTURE 5MIN.- CONCRETE SIDEWALK WARNING E.J. ('TYP.). FLUSH REVEAL -R.O.W. t VARIES WITH R.O.W. WIDTH N-6"MIN. 5' MIN. 1:12 MAX SLOPE MEASURED PERPENDICULAR TO CURB R.O.W.VWI071 }Hj - TRANSITION CURB (TYP.) PEDESTRIAN CURB RAMP - TYPE 1 AT STREET CORNER N.T.S. TURF HEAVY BROOM FINISH *PWD E SIDEWALK FLUSH REVEAL CONCRETE SIDEWALK FLUSH REVEAL * TURE HEAVY BROOM FINISH (TYP.) * DETECTABLE TEXTURE WARNING 6" CURB (TYP) 6" CURB (TYP) �✓ V-6" MIN. .�NSITI MIN. 5' TRANSITION CURB3' TRANSITION CURB PEDESTRIAN CURB RAMP - TYPE 2 PEDESTRIAN CURB RAMP - TYPE 3 AT SIDEWALK N.T.S. AT GRASS STRIP N.T.S. *DETECTABLE TEXTURE WARNING TO BE IN THE FORM OF DOMES AS SPECIFIED ON NYSDOT STANDARD SHEET M608-5R2 SHOWN ON DETAIL SS-11. VERIFY LOCATION(S) & TYPE OF DETECTION WITH CITY ENGINEER. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 PLANNING BOARD DATE STANDARD DETAILPedestrian Curb Ramps ss-10 REVISION SURVEYOR: RUS S ELL E. HO WARD LICENSED LAND SURVEYING 342 MAIN ST., HUDSON FALLS, NY 12839 (518) 747 - 8747 RUSSELL E. HOWARD, PLS NYS LICENSE #: 50540 Marini Res.Services LLC-Subdivision Mod. 313 Jefferson St., Saratoga Springs, Saratoga County, NY Tax Map: # 178.52-2-42 SUBDIVISION: SITE DEVELOPMENT DETAILS S-3 MARCH 8, 2021 SCALE: 1" = 20' ENGINEERING AMERICA COMPANY 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 TONYA L. YASENCHAK, P.E. TLY