Loading...
HomeMy WebLinkAbout20200754 McAllister Subdivision Plans As-Approved4 F .•.. .:. sue:, a;, . _ ;f 1 Lands n/f asphalt SITE LOCATION MAP Ilse De Veer & driveway Elayne Livote Instrument# 2015032612 &7 asphalt road BENCHMARK NAIL IN TREE ELEVATION = 500.0' ;i i I «� p j ...110 t r Mi o � 2 LOT 1 AREA= 0.281- ACRES APPROVED NNDER AUTHORITY OF A RESOLUTION ADOPTED --- -- - -------------- BY THE P ANNING BOARD OF T OF SARATOGA SPRINGS. --__CHAIRPERSON t steps _ ATE SIGNED Sg IRF Lands n/f Darren Miller & r y N8o7> 20»w Christine Miller Instrument# 2007027593 ; 0 DEED REFERENCE: 1) BEVERLY A. RANDLES TO JAMES P. McALLISTER, FILED IN THE OFFICE OF THE SARATOGA COUNTY CLERK IN BOOK 1512 AT PAGE 269, DATED MARCH 1, 1999. MAP REFERENCES: 1) "LANDS OF BEVERLY A. RANDALES" DATED MAY 8, 1990, REVISED ON AUGUST 11, 1997. PREPARED BY CHESTER A. GRAMINSKI PROFESSIONAL LAND SURVEYOR. FILED IN THE OFFICE OF THE SARATOGA COUNTY CLERK AS MAP R-338. 2) "SOUTH SIDE SUBDIVISION" DATED FEBRUARY 6, 2004, LAST REVISED ON JUNE 20, 2005. PREPARED BY SURVEY ASSOCIATES LLC, FILED IN THE OFFICE OF THE SARATOGA COUNTY CLERK AS MAP S746B. IRF deck 1551 concrete curb lamp post concrete "dewaik se07 2Q"e unit porch gas meter 9.2' Lands n/f DGD Holdings LLC Instrument# 2016021826 catch basin ,3 a O �M 'ate` � � N LOT 2 EA= o .W 9 f ACRES M 4s lei2 IRF N80'1 66.00, 'F M sign r ° 3 water valve wv V%J manhole 151 0 F3 3 C 1 manhole NOTES: �� a 1) BASE MAP PREPARED FROM A MARCH AND JUNE 2019 FIELD SURVEY. 1� t 2) NORTH ORIENTATION IS BASED ON MAP REFERENCE 1. VERTICAL DATUM IS BASED ON AN ASSUMED ELEVATION. CONTOUR INTERVAL = 1'. r° 3) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND IS THEREFORE SUBJECT TO ANY EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD ANY STATEMENT OF FACTS SUCH DOCUMENT WOULD DISCLOSE. 4) SUBJECT TO APPLICABLE LAWS AND APPROVALS OF THE TOWN, COUNTY, AND STATE REGARDING THE SUBDIVISION AND DEVELOPMENT OF LAND. 5) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND LEGEND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. o IRF IRON ROD FOUND 6) ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYORS ORIGINAL SEAL ARE GENUINE o IPF IRON PIPE FOUND Only title surveys bearing the - MAP OF A SUBDIVISION OF LAND MADE FOR TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. o IRS IRON ROD SET makers original seal should be �F NEW `aa UTILITY POLE relied upon since other than 7 CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED embossed -seal copies may contain NIETT yO JAMES P. McALLISTER o00o STONE WALL cr T �+ P E� IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS x WIRE FENCE GRAPHIC SCALE unauthorized and undetectable g� V� �7 y®9� ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. — o — CHAIN LINK FENCE modifications, deletions, additions, Z THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS zo o io zo ao so and changes. * 9 ❑ WOOD FENCE �s A copy of this document without PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING o POINT �, # INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. THE CERTIFICATIONS HEREIN ARE proper application of the NOT TRANSFERABLE. FPFENCE POST = City of Saratoga Springs County of Saratoga State of New York surveyors original seal should be ;�a F.P.—ohw OVERHEAD WIRES assumed to be an unauthorized r n/f NOW OR FORMERLY ( IN FEET ) copy 050540 RUSSn ,(�ILL E. HOWARD 8) THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS DECIDUOUS 1 inch = 20 ft. -Copyright 2021 Russell E. Howard r r KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR TREE Licensed Land Surveying- LICENSED LAND SURVEYING ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE CONIFEROUS Reproduction or copying of this 342 Main Street, Hudson Falls, New York 12839 518-747-8747 NOT COVERED BY THIS CERTIFICATE. TREE document may be a violation of copyright law unless permission Russell E. Howard, PLS N.Y.S. Lic. No. 50540 Date: 03105119 Tax Map #:178.52-2-19.112 of the author and / or copyright holder is obtained Date Sealed: f .•t' R Scale: 1 inch = 20 feet Revised: 03101121 Drawing #: 19005R2 03/15 McAllister Subdivision: Vicinity Map (with 300' Buffer) October 16, 2020 1:21257 0 0.01 0.03 0.05 mi Counties Towns 2019 1 0 0.02 0.04 0.08 km Cities Villages "S''SG'Sp`�gam°"`e 'CITY OF SARATOGA SPRINGS Keith Kaplan, Chair Brad Gallaher, Vice Chair ZONING BOARD OF APPEALS Terrance Gallogly cheryr Grey Cr7Y F�nL�.47>} Bk.aara�rAl` Matthew Gutch SAMTJGA SPRING N wYORK 12866 Chrtsct pher MrlC, P ) S€8 58i-355( r .) 5i8-58e-9480 Gage Slrnpaon +nvrrFsArtaT �r�,PrJNcs.oac Kathleen O'Connor. alternate #20200087 iN T"E MATTER OF TNE4PPEAL OF JAMES P. MCALLiSTER 313 JEFFERSON 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 1sscssni it 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 applicantt with detriment to the health, safety and welfare of the community, I move that the fallowing area variance for the following amount of relief., TYPE OF REQUIREMENT DISTRICT DIMENSIONAL PROPOSED RELIEF REQUESTED REQUIREMENT .... .... ............................. ..........._-..................... .._.._......... ....-.... -..... ..................... ........ ........ ..................................... 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 houses 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: S (K. Kaplan, G. Simpson, C. Mills, C. Grey, T. Gallogly) NAYES: 0 [Gated: 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. CTAIR DAr€ RicVwf-,.i) i3y Accot.!N i's DErI, October 16, 2020 NEW 6" PVC SANITARY NEW 1" COPPER LINE SEWER CONNECTION WATER CONNECTION W REPAIR SIDEWALK AS NEC. NEW STREET TREE ry AT NEW DRIVEWAY (ACER RUBRUM-RED MAPLE) _ WATER MAIN----- W NEW CONCRETE CURBING AT TREE 0' FROM EXXISTING BOTH SIDES OF NEW DRIVEWAY ST W EXISTING TREES BETWEEN S ONE WALL AND SID EW LK ONTIOTA OR ST. SHALL BE SHALL g ESER D. g8 W IN PLACE PRIOR TO ANY ONSTRUCT10N 0 SITE WV __ AND/OR ISSUANCE OF BU DING PERMIT. _ _ _ -"� Fire Hydrant asphalt -� I 3 W W O I riveway I _ 498 a -ere is cu _ - _ W `_ water valve Lands n/f asphalt ex/ tin osPholt road L R _ W T '-- Ilse De Veer & driveway ❑ f 9 concrete sidewalk new urb cu Elayne Livote IRF ❑ _ SSo 10'2 ('E rx-1 xistIng 49 - - - _ _ _ manhole Instrument# 2015032612 132•001 stre e. �49 catch basin 1 8.7' I 499 modified I I existing concr curb ra p 3 I ❑ S80 _r e e sidewalk 3 Q 10' 'E relocated BENCHMARK 1 34.1 0 66.0p' sign NAIL IN TREE I s ELEVATION = 500.0' c' 70 _ 0 S-- r o I a c uID a SIDE YARD K g elect ' I ur der roun I� meter ui is .'.'.'.'.' W E 499 p de tal.'.'. spa ho l e Q O❑ ^ , Assumed Existing E Septic System r Iz $ 1^ 'p0 , to be disconnected O Y Q PROPOSED I r U NEW HOUSE (size &layout tbd) I r z r W (0a- W i o Z LOT NEW PARKI AREA EXISTiN w J DRIVE AY I AREA= (new) LOT 2 RE' 0. 31+ ACRES' W 0 � AREA- (ADDRESS: # 1 Taylor Street) o ®' 0.156 ± ACRES O � � I deck 0�v (ADDRESS: 1313 JEFFERSON ® 0 1 0 40.7' steps 43.4' a n� teps h O G 1 A-- orch t snn_ I V IRF Lands n/f Darren Miller & Christine Miller Instrument# 2007027593 IRF McAllister Subdivision: Site Location Map N8'� � �o"bV 1:18,056 0 0.1 0.2 0.4 mi 0 0.17 0.35 07 km Sources E-, HERE, Garmin. USGS. InWe p, INCREMENT a, NRC-, IRF 4giagii miter G __ ^I" roof d fi use 132.0 Lands n/f DGD Holdings LLC Instrument# 2016021826 PROPOSED NEW GARAGE N W 18'-0 (size location & PAVED DRIVEW Y (2 1ICLE PAR IN( aDE YARD - ET8ACK IRF o LE GEAID o IRF IRON ROD FOUND o IPF IRON PIPE FOUND o IRS IRON ROD SET 10� UTILITY POLE 000(Z> STONE WALL x WIRE FENCE o CHAIN LINK FENCE ❑ WOOD FENCE C POINT F.P. FENCE POST -ohw OVERHEAD WIRES n/f NOW OR FORMERLY `"Vn 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. / T / S A VI OL A TI ON OF THE t NEW YORK STATE EDUCATI ON ANY PERSON T072A� ER FOR CHANGE Ti-lI S DRAW NG UN- LESS THEY ARE ACTI NG UN- DER THE DI RECTI ON OF A LICENSED PROFESSIONAL ENGI NEER. 2. ONLY THOSE DRAW NGS BEAR - I NG THE STAMP AND SI GNA- TURE OF THE ENGI NEER I N RED HAVE BEEN APPROVED BY THE ENGINEER. J. COPYRIGHT © 2019 ENGINEERING AMERICA CO. so T N N 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 UNCHANGED. ANY MODIFICATIONS TO WALL IN R.O.W SHALL REQUIRE PRE -APPROVAL FROM CITY DEPT. OF PUBLIC WORKS) manhole MODIFIED ELECTRIC / CABLE UTILITY CONNECTION TO EXISTING HOUSE (UTILITY LAND EASEMENT TBD) - NEW CONCRETE CURBING - EXISTING WATER CONNECTION TO BE CONNECTED TO NEW HOUSE NEW STREET TREE: -ACER RUBRUM-RED MAPLE) NEW 6" PVC SANITARY CONNECTION NEW VO CONCRETE SIDEWALK 5'-0 GRASS AREA NEW STREET LIGHT EXISTING GAS CONNECTION TO CONNECT TO NEW HOUSE 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 LL E. HO WARD 'ED LAND SURVEYING ST., HUDSON FALLS, NY 12839 7 - 8747 E. HOWARD, PLS JSE #: 50540 PROJECT DATA: Project Title: McAllister - 2 Lot Subdivision Project Location: 313 Jefferson St. North West earner 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. 15Floor Area (1 story): 900 sq.ft. Min, 1"Floor Area (2 story): 700 sq.ft. Maximum Height: 60.0' ft. 6. Minimum Distance to Accessory Building: Principal Building: 5.0' it 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 % Accessary Building: 1.0 % 4. Yard Setbacks: 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: 1s1 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. 118.01 ft. 3. Building Coverage: Principal Building: 16.4 %Q Accessory Building: 1.7 % 4. Yard Setbacks: Front: 34.1' ft Rear: 8.0' ft Each Side: 40,T ft & 43.4' ft. Total Sides: 844.1' ft 5. Principal Buildings: 1st Floor Area (1 story): 1367 sq.ft. (+I-) 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 T % 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 Setbacks: Front: 10.0' ft. min. req. Rear: 25.& ft. min. req. Each Side: 8.0 ft. min. req- Total Sides: 20-03 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. THIS SUBDIVISION IS APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF TH F SARATOGA SPRINGS. PERSON dt V Of DATE SIGNED McAllister: 2 Lot Subdivision 313 Jefferson St., Saratoga Springs, Saratoga County, NY Tax Map: # 178.52-2-19,112 SUBDIVISION PLOT PLAN S-1 MARCH 8, 2021 _T SCALE: 1" = 20' ENGINEERING AMERICA COMPANY 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 TnKiY0 I YACFNIr PAK P F I I TLY V/ V CAST ALUMINUM FINIAL AND O � Z o � O 0 ROOF SAME FINISH AS POLE 7 SEE PG. 1 OF 2 FOR FIXTURE _ O J & POLE DETAILS 9 4ARC22T5-MDLO3 LED: 64 WATT I a 2200 COLOR TEMPERATURE, TYPE a 5 DISTRIBUTION, 120-277 VOLT Z DIMMABLE DRIVER ACRYLIC ACORN LENS 7�E o J J 5T TWIST oOD Z O LOCK FITTER O O DRIVER COMPARTMENT itz ELECTRONIC PHOTOCELL <W U W U (STREET SIDE) _�HAMFER 3/4" CFINISHED GRADE Z ME ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S Z � RECOMMENDATION N O D 2" PVC SCHEDULE 40 O LL- :3 o NO DIRECT BURIAL LL f--, Nw W 0 a GROUND ROD PER N.E.C. LLB O a O 4000 PSI CONCRETE BASE WITH asphalt riveway Z •� SONOTUBE FIBER FORM 20" DIA. 0 + C CL Z c ® — UNDISTURBED SUBGRADE OR COMPACTED TO 90% p Q J Lands n/f /✓ STANDARD PROCTOR � 20 � E. asphalt Ilse De Veer & driveway 00 0 4"-3" DIA. TAPERED POLE Z WALL THICKNESS Z (D Z Z �' L Elayne Livote 1 I .125 Q N 6063-T6 STRUCTURAL + J Q d GRADE ALUMINUM U U Q Instrument# 2015032612 POLE WELDED FOR SINGLE Q � o > NOTES: Q UNIT CONSTRUCTION C O Q -+-� 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN N O +, W Q 0 AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) W 6 � Z a 0 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. 0 Z Q 0 \ Z U N THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE S Q h�-� 3. ELECTRIC SERVICE: SWEEPS AT Q — J 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS J n REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH �--/ O SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE O L1J ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH W BLACK FINISH un COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX Ln PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT — FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR — I ACCESS DOOR Q •a,' BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE Q :� �+ J THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND Q Pa PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN Z J 0 BASE OF EACH LAMP. RUN //12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO — Q 17" DIA. BASE, .750 FLOOR THICKNESS W C7 TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE L j "" r FOUR ANCHOR BOLTS AND ONE GROUND Z OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER 1/8 INCH THICKNESS, AND LOCK WASHERS. n Z C STUD (SEE PG. 2 OF 2 FOR FOUNDATION Z ti WASHERS, 2 INCH OD 1/2 INCH ID AND a Z STREET DETAILS) Q Z \ —I CC: PHOTOCELL c� C © C W 17" DIA. BASE, 12" DIA. BOLT ¢ \ Z -7 c 2 O CIRCLE, DIAMOND PATTERN, FOUR Lv ¢Lij 1/2" x 18" ANCHOR BOLTS w w G:1 w Ln Q ACCESS DOOR W CATALOG NUMBER: PT- D650SRLED -5T-4AR22T5-MDL03-A-PEC/4212T4/BK a SEE PAGE 1 OF 2 a \ SEE PAGE 2 OF 2 * 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* c. iv UNDISTURBED SUBGRADE 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 CR 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 72" PIT= BALL DIA. + 24" TREE PLANTING DETAIL_ N.T.S. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG N. PLANNING BOARD DATE STANDARD DETAIL Tree Planting L-1 CONSTRUCTION SPECIFICATIONS SYMBOL 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. I 50'MIN. EXISTING 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE PAVEMENT A 30 FOOT MINIMUM LENGTH WOULD APPLY). S• j I 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 -J GROUND CLOTH PROFILE (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, EXISTING 10'MIN. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON - GROUND —1, STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS — IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. I 12-MIN, EXISTING 12` IN 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 SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS -OF -WAY PLAN VIEW MIN F MUST BE REMOVED IMMEDIATELY. 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(TN%D: CITY OF SARATOGA SPRINGS, NEW YORK DWG N, D DETAIL PLANNING BOARD 1/DATE010 STANDARStabilized Construction Entrance ST-11 Lands n/f Darren Miller & Christine Miller Instrument# 2007027593 THIS SUBDIVISION IS APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON It - Zni E SIGNED TREE PROTECTION (SEE NOTES) W TERwMAIry�� W Lands n/f DGD Holdings LLC Instrument# 2016021826 WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE �♦ 10' MAX. C. TO C. W/ MAX. 6" MESH �- SPACING) / I / � 36" MIN, LENGTH FENCE // POSTS DRIVEN MIN. 16" ..: :.; _.. _. ' .. .... . .....: .. .:..... INTO GROUND. HEIGHT OF FILTER '✓ . = 16" MIN. Liu y .{.��� J• .y J• �� W W . W .. I 8" MIN. PERSPECTNE VIEW 36" MIN. FENCE POST --� WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH 20"MIN. FLOW UNDISTURBED GROUND COMPACTED SOIL --- EMBED FILTER CLOTH F16-111. A MIN. OF 6" IN GROUND. 4' — - SECTION VIEW SILT FENCE STABILIZED CONSTRUCTION ENTRANCE 1=F CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" 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 EQUVALENT. 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: C r+T,T,TATlI� NEW YORK DWG N 1/13/2010 PLANNING BOARD DATE ST, ; I I t Fence ST-1 RE "OR: NOTES: BY 1. ITIS A VI OLATI ON OF THE NEW YORK STATE EOUCATION ANY PERSON SECTION 7T R FOR CHANGE THIS DRAW NG UN- LESS THEY ARE ACTING UN- DER THE DI RECTI ON OF A ENGINEER. PROFESSIONAL 7 ELL E. HOWARD NSED LAND SURVEYING NN ST., HUDSON FALLS, NY 12839 747 — 8747 t 2. ONLY THOSE DRAW NGS BEAR- TURETOF THEMENGNNEERGI N BY®HEGIEPPROVED E ENGINEER. _LL E. HOWARD, PLS .ICENSE #: 50540 J. COPYRIGHT © 2019 ENGINEERING AMERICA CO. STABILIZED CONSTRUCTION ENTRANCE SILT FENCE ALONG PERIMETER OF LOT DURING CONSTRUCTION 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 McAllister: 2 Lot Subdivision 313 Jefferson St., Saratoga Springs, Saratoga County, NY Tax Map: # 178.52-2-19.112 S- Z 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 FINISHED GRADE 0 FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) in � z U g \WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN) OR STORM SEWER SEE NOTES SEE NOTES NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS") WHEN INSTALLED PARALLEL, 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 PORK 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 :��l WEARING COURSE(S) IN PVMT IN TURF PAVEMENT STRUCTURAL BASE COURSE (SEE NOTE 3) SECTION SUBBASE COURSE 11211 A.O.B.E. (SEE NOTE 4) 71 3 ORIGINAL SUBBASE COURSE z w N - s � OUTSIDE CROWN PIPE SPRINGLINE - BOTTOM O.D. ��iiii :r I.D. + 3' MAX. NOTES: TRENCH WALLS LAID BACK PER OSHA REQ'MTS OR SHEETING A.O.B.E. 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) PIPE ZONE BACKFILL - GRADATION SHALL BE: "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 NY S 1. STREET OPENING PERMIT IS REQUIRED DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2. FOUNDATION STONE - N.Y.S. DOT STD, SPEC. 703-02 2-1/2" SIEVE - PASS 100% BY WEIGHT SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1-3�4" SIEVE - PASS 95-100% BY WEIGHT 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE 3/4 SIEVE - PASS 60-75% 1/4" SIEVE - PASS 25-45% OR #40 SIEVE - PASS 10-25% SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING #100 SIEVE - PASS 3-12% 1" SIEVE, 0-15% PASSING 1/2" SIEVE, 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON N.Y.S. DOT STD. 304, TYPE 2. FIELD CONDITONS. PIPE TRENCH - SECTION 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 FINISHED GRADE - CURB, SEE N0� /-SIDEWALK ................... Innu��� CURB BOX MUELLER 5'6" t MODEL H-10314 IN TURF) z MODEL H-10334 IN CONCRETE WALK) Z z (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) 0 I a CORPORATION STOP WITH I CURB STOP COMPRESSION FITTING n MUELLER ORISEAL MODEL H-152D9 COMPRESSION MUELLER N-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 CONIC. 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 i/13/2010 PLANNING BOARD DATE STANDARD DETAIL Water Service W- 2 l- 4" CLEANOUT PLUG 1 4"(MIN.) FINAL GRADE ' NO INSIDE CLEANOUT: IT 4 WITH RISER TO GRADE ll CONNEC TO PUBLIC SEWER 2% (1/4 INCH/FT) (MIN. SLOPE) - (SEE DETAIL SA-3) APPROVED SLEEVE THROUGH 5' IF A BUILDING TRAP IS REQUIRED: FRESH AIR INLET (3" MIN.) 2'(MAX.) 4'(MAX.) (PLUS BACKWATER IVALVE)4" CLEANOUT PLUG '71 BUILDING DRAIN' IF REQUIRED: IF REQUIRED (SEE NOTE): APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP, T of H� FOOTING � 1HiILI,'F 6" BUILDING SEWER(TYP.) 40 r 4" 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: 1/13/2020 CITY OF SARATOGA SPRINGS, NEW YORK DWG No PLANNING BOARD DATE STANDARD DETAIL Building Drain SA-7 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, (UOUID 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 cJBGRADE u.M'ACTED TO 90% STANDARD PROCTOR PARKING LOT 1--1;'2" T 8-10" <0.3 I MILLION STANDARD 1- 1/2" 3" 2" <30 ROADWAY MILLION HEAVILY TRAVELED/ <30 TRUCK 2" " 4" 2' 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.. A.SPI-IALT PAVEMENT N.I. S APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG 4/Ia/2013 STANDARD DETAIL Asphalt � PLANNING BOARD DATE A s p h a l t P a Ve a n e n t SS-5 FINISHED GRADE _ NOTE: EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. 1/4" RADIUS SEE DETAIL SS-5 FOR PAVEMENT AND GRAVEL SUBASE REQUIREMENTS CAST-]N-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 - CAST-IN-PEACE/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) >t14iP�ll_ ASPHALT DRIVEWAY i 1 1/2" REVEAL(/' - l NIi9 EXPANSION ASPHALT APRON JOINT � D RADIUS EXPANSION JOINT (FULL DEPTH OF CONCRETE) TURF OF CUr% 0 T p,GE cCA\ON W\b F FRON KOQ pR\NE`NP( 2`�q 0 p�NX STREET ASPHALT WARP AREA (BOTH SIDES) 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 THIS SUBDIVISION IS APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 4 3Y THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON V6� '1- E �VES'IGNED NOTES. BY 1. ITISA VI OL A TI ON OF THE t NEW YORK STATE EDUCATI ON LAW SECTI ON 7209 2 FOR ANY PERSON TO AL 7T R OR CHANGE THIS DRAW NG UN- STHEEDI RECTI ON OF UN- DER L I CENSED PROFESSIONAL ENG/ NEER. 2. ONLY THOSE DRAW NGS BEAR - I NG THE STAMP AND S1 GNA- TURE OF THE ENG/ NEER I N RED HAVE BEEN APPROVED BY THE ENGINEER. J. COPYRIGHT © 2019 ENGINEERING AMERICA CO. REVI� 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. 1. 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 1/13/20I0 PLANNING BOARD DATE STANDARD DETAILConcrete Specifications SS-7 - BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE o. :4 SPECIFICATIONS - DWG. SS-7 a 6" X 6" N0. 6/6 WOVEN WIRE MESH EXCEPT A.O.B.E. Q 6" GRANULAR SUBBASE COURSE S DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR NOTES: SUBGRADE COMPACTED TO EXPANSION JOINT SPACING - /i%/%%� 90% STANDARD PROCTOR CONTROL O.C. SPACING - TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING 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 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) R.O.W. TEXTURE 5' MIN.- CONCRETE SIDEWALK VARIES WITH WARNING R.O.W. WIDTH E.J. (TYP.) 3"-6"MIN. FLUSH �� 5' MIN. REVEAL VgRIES WIT / L 1:12 MAX SLOPE MEASURED PERPENDICULAR TO CURB R'0 T WIDTH TRANSITION CURB (TYP.) PEDESTRIAN CURB RAMP - TYPE 1 AT STREET CORNER N.T.S. TURF /- HEAVY BROOM FINISH CONCRETE SIDEWALK FLUSH REVEAL CONCRETE SIDEWALK FLUSH REVEAL *DETECTABLE TEXTURE -HEAVY BROOM FINISH (TYP.) * DETECTABLE TEXTURE WARNING _ 6" CURB (TYP) WARNING r -6" CURB (TYP) 3'-6" MIN. �VgRlE -� 3'-6" MIN 5 3' TRANSITION CURB R,O N WlD1 H 5' TRANSITION CURB PEDESTRIAN CURB RAMP - TYPE 2 PEDESTRIAN CURB RAMP - 1YPE 3 AT SIDEVVALK N.T.S. A I hRAJJ J rC P * 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: DWG No 1/13/2010 CITY OF SARATOGA , NEW PLANNING BOARD DATE STANDARD DETAIL Pedestrian Curb Ramps s5-10 McAllister: 2 Lot Subdivision 313 Jefferson St., Saratoga Springs, Saratoga County, NY Tax Map: # 178.52-2-19.112 _F SUBDIVISION: SITE DEVELOPMENT DETAILS S-3 OCTOBER 8, 2020 SCALE: 1" = 20' ENGINEERING AMERICA COMPANY 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 TONYA L. YASENCHAK, P.E. TLY