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Home My WebLink About20180204 18.017 HydeStreetSubd_Site PlanLocation map Vicinity Map Map Legend • 5/8" steel rod set with a tag o marker found, labeled 0 utility pole overhead wires wood fence -i-i-i-i- Map Reference: "Subdivision of Lands of Nadine D. Attanasio" dated February 14, 1986 prepared by Robert McFarlane filed in the Saratoga County Clerk's Office as Map Number A-65. Deed Reference: ANW Holdings, Inc. Inst. #2017021386 Total Area = 18,762 s.f. or 0.431 ac. Owner/Applicant: Kimberly R. Southern and Michael P. Southern 4 Wyman Lane Hopkinton, MA 01748 * 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 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 AMENDED TOPSOIL MIXTURE* UNDISTURBED SUBGRADE THEE PLA\TI 12" PIT= BALL DIA. + 24" \G DETAIL N.T.S. APPROVED: PLANNING BOARD 1/13/2010 DATE CITY OF SARATOGA SPRINGS, NEW YORK STANDARD DETAIL Tree Planting DWG No L-1 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 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER TYPE 1 / /i:%/A%/A TYPICAL PEDESTRIAN BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS - DWG. SS -7 6" X 6" NO. 6/6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TRAFFIC LOADING BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS - DWG. SS -7 6" X 6" NO. 6/6 WOVEN WIRE MESH 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 PLANNING BOARD DATE CITY OF SARATOGA SPRINGS, NEW YORK STANDARD DETAIL Concrete Walk DWG No SS -8 City of Saratoga Springs Standard Notes 1. All work must conform to all Federal, State and City Codes, specifications, ordinances, rules and regulations. 2. The elevation base for the contours and benchmarks are based on the National Geodetic Vertical Datum, 1929. 3. All refuse, debris and miscellaneous items to be removed shall be legally disposed of off-site by the Contractor to a location approved by the City Engineer. 4. The Contractor must set up a pre -construction meeting with the City Engineer prior to any construction. Construction inspections by a designated representative are required of the Applicant. The cost of the construction inspection is the responsibility of the Applicant/Developer. 5. The Contractor must obtain a blasting permit from the Building Inspector if any blasting is required. 6. The Contractor must obtain a street opening permit issued by the Department of Public Works for any work in the street or right of way of any City street or road or alley. 7 All points of construction ingress or egress shall be maintained to prevent tracking or flowing of sediment or debris onto a public road. 8. No Certificate of Occupancy will be issued until all site work has been completed in accordance with the approved plans and an as -built drawing has been prepared in accordance with the requirements of the City Engineer. 9. The Applicant must verify that the proposed project can accommodate the turning movements of any fire truck that the fire department do designates. Survey Notes: 1. The location of underground utilities shown on this plan are for information only. The owner or contractor shall contract U.F.P.O. (1-800-962-7962) and the proper local authorities or respective utility company having jurisdiction to confirm the location of all existing utilities before commencing work. Any costs incurred by the owner or contractor due to the failure to contact the proper authorities shall become the responsibility of the owner or contractor. 2. No concrete washout dumping is allowed on-site. UR -2 AREA REQUIREMENTS HOUSE APPROX. LOCATION Caroline M. Hommel ° 4 SAN.MH. RIM=311.97 INV(N)=308.37 INV(S)= 308.42 HOUSE APPROX. LOCATION U U O Q e 0 ° 4 O c 0 Lc) 4 4 A 4 4 e a4 y ° a 4 4 4 ° ° e SA e 4 ° e 4 ° 4 4 SR e ° °e Ash °4 e ° ° ° ° 4 d ° ° e e ° a - SAa----°SA ° 4 SAS -SQA ° °S/V--SA ° SA ° 4 ° ° e 4 e Street ° °e 4 ° e SA J ° 4 ° a e ° ° 4 e 4 4 ° SA=.SA°„ SA SA 0 4 ° e 4 ° a e 4 ° 4 ° e 4 4 4 ° e 4 ° Kimberly A.-1 Blystone SAN.MH. RIM=317.56 INV(N)=312.26 INV(S)=312.31 APPROX. LOCATION 4 3 3 PRO u OSED EET HT DPOSED TREE NO8'58'20'E 172.96 EXISTING 3/4" WATER SVC. 3 W w I 3 0- w SIGN -Q PROPOSED SIDEWALK - 10' TO NEW LOT LINE W HOUSE APPROX. LOCATION POOL APPROX. LOCATOIN S80'27'50 "E 76.67' N 0 0 cd Lot 1 6,761 sf. 0.155 ac. N80'32'1 0"W"W 72.75' Lot 2 6,600 sf. 0.152 ac. .0 i 25' 72'42'58'E 4.37' SETBACK LINES NO8'58'20 "F 58.52' 10.00' 25' Mark and Susan Finkin Bk1185 P46 5/8"I R. i i 1 I HOUSE APPROX. LOCATION Bruce A. Petroski Inst. #2010028596 5/8"IR. HOUSE APPROX. LOCATION Eden Compton Inst. #2013029591 1 1 /2"IR. ` -›- 6 %%�o0- `SOF %• 1/2"IR. • I- 25' S80"32'1 0'J +7 4.23' 1/2"IR. 44 ° 4 4 0 --- CB RIM=310.64 INV=307.83 0 ° e a ° 0 3 ° CE e° 0 ° 0 0 4 ° Q 0 ° SAN.MH. RIM=311.44 INV(S)=312.00 SA 0 CB RIM=310.86 INV.N.=307.35 INV.S.=307.40 a a H S82'04'30'E /21R. MO IMO I 51.65' o I II Lot 3 6,601 sf. 0.152 ac. OLD LOT LINE N80'32'10"W 150.00' _91.48' NEW LOT_LINE Living Resources Corp. 400 Bk 130 P416 PARCEL CONVEYED FROM LIVING RESOURCES CORP. 1,200 S.F. or 0.028 AC. SUBDIVISION PLAN a ° 4 (.) 4 e 3y� 3y` c^e v /N Ai4 e d ° d lel PROPOSEaD 1° ° z TREE ° 0 �- i3 81.88' TO NEW LOT to to 1(i) 10' --1' 5/8"IR. - o 0 0 -gym e 5 ° d D' ° HOU APPR LOCA' Louis Altieri ° Will OW j QN Lane Ln H ° e 4 ° e N SAN.MH. RIM=311.20 INV(N)= 09.64 Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed P:\Witt Const, 32 Hyde St S17-1438\dwg\S17-143B Witt Const 32 Hyde St Subdivision.dwg • 0 1.0 CO CD Ln 00 u7 CV 1 03 Lf) �� a) L•a a) a) Q a) O J Maximum Percent of Lot to be Occupied Minimum Yard Dimensions Principal Buildings Accessory Building Minimum Distance to Zoning District Minimum Lot size Mean Width (feet) Principal Building Accessory Building Front (feet) Rear (feet) One Side (feet) Total Side (feet) Minimum First Floor Area (square feet) Maximum Height (feet) Principal Building (feet) Front Lot Line (feet) Side Lot Line (feet) Rear Lot Line (feet) Minimum Percent of Lot to be Permeable UR -2 6,600 SF 60 30 10 10 25 8 20 1 Story=900 2 Story=700 60 5 10 5 5 25 SUBDIVISION PLAN a ° 4 (.) 4 e 3y� 3y` c^e v /N Ai4 e d ° d lel PROPOSEaD 1° ° z TREE ° 0 �- i3 81.88' TO NEW LOT to to 1(i) 10' --1' 5/8"IR. - o 0 0 -gym e 5 ° d D' ° HOU APPR LOCA' Louis Altieri ° Will OW j QN Lane Ln H ° e 4 ° e N SAN.MH. RIM=311.20 INV(N)= 09.64 Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed P:\Witt Const, 32 Hyde St S17-1438\dwg\S17-143B Witt Const 32 Hyde St Subdivision.dwg • 0 1.0 CO CD Ln 00 u7 CV 1 03 Lf) �� a) L•a a) a) Q a) O J SHEEN' OF 5/1/18 PROPOSED FEATURES ADDED 10/25/17 SUBD. REVISED DATE DESCRIPTION REVISIONS DATE: Oct. 5, 2017 JOB NO.: S17 -143B.24 DRAWN BY: DES CHKD.BY: WMT TAX MAP: 165.73-2-41.11 SCALE: 1" = 20' 10 0 10 20 S 1 S17 -143B.24 SHEEN' OF