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HomeMy WebLinkAbout20250089 247 Kaydeross Ave East Final Subdivision Plans As-Approved 03.27.2026KAYEDEROSS SPRINGS CONSERVATION SUBDIVISION 247 KAYDEROSS AVENUE EAST PREPARED FOR OWNER SCARPINATO, FRANK 247 KAYDEROSS AVE EAST SARATOGA SPRINGS, NY 12866 518-316-6583 PROJECT TEAM CIVIL ENGINEER /LANDSCAPE ARCHITECT: STUDIO A I LANDSCAPE ARCHITECTURE +ENGINEERING, D.P.C. 74 WARREN STREET, SUITE I SARATOGA SPRINGS, NY 12866 CONTACT: KIRSTEN CATELLIER, RLA PHONE: 518.450.4030 ZONING & SITE STATISTICS ZONE: RURAL RESIDENTIAL - RR ZONE TAX MAP ID: 179.-3-29.211 MUNICIPALITY: SARATOGA COUNTY PARCEL SIZE: 13.35 ACRES MODIFIED LOT DIMENSIONAL STANDARDS: RESIDENCE ACCESSORY STRUCTURE FRONT YARD SETBACK 20 FT. 20 FT. SIDE YARD SETBACK 10 FT. 10 FT. REAR YARD SETBACK 20 FT. 10 FT. CONSERVATION SUBDIVISION CALCULATIONS TOTAL SITE ACREAGE: 13.35 ACRES ZONE RR-2 MIN. LOT SIZE: 2 UNITS /ACRE CONSTRAINED ACREAGE: JURISDICTIONAL WETLANDS: 5 AC STEEP SLOPES (> 25%): 2.3 AC TOTAL CONSTRAINED ACREAGE: 2.8 ACRES UNCONSTRAINED ACREAGE: TOTAL SITE ACREAGE: 13.35 AC CONSTRAINED ACREAGE: 2.8 AC TOTAL UNCONSTRAINED ACREAGE: 10.55 ACRES ALLOWED LOTS: (UNCONSTRAINED LAND/ MIN. LOT SIZE): 10.55 AC / 2AC = 5 ALLOWABLE LOTS PROPOSED LOTS= 3 PROPOSED LOTS SARATOGA SPRINGS, NY 12866 PROJECT LOCATION PROPERTIES WITHIN 300 FT. C a OFFER PARIEL ID (TYP.) •• • s e PROJECT SITE'' ©®�••r``• � 2 ..�,a4•♦. • 7 ,r a • a ® e • •D5.* , [31 D TAX MAP OWNER 1 179.-3-19 WILLIAM SUTTON 2 179.-3-19 WILLIAM SUTTON 3 179.18-1-6 227 KAYDEROSS AVE INC 4 179.-3-31 241 KAYDEROSS LLC 5 179.-3-29.13 CITY OF SARATOGA SPRINGS 6 179.-3-29.22 WILLIAM MCCLUNE 7 179.-3-29.212 JAY BALDW I N 8 179.-3-20.2 LESTER RAMSDILL 9 179.-3-33 LESTER RAMSDILL GENERAL NOTES I. PRIOR TO COMMENCING ANY WORK, CONTRACTOR SHALL CONTACT U.F.P.O. AND THE PROPER LOCAL AUTHORITIES TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES. ANY COSTS INCURRED BY THE CONTRACTOR FOR FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE. 3. CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF ALL UTILITIES, INCLUDING BY NOT LIMITED TO LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC., WITH LOCATIONS OF PROPOSED SITE ELEMENTS. EXCAVATION REQUIRED PROXIMATE TO UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO ADHERE TO THESE GUIDELINES SHALL BE RESPONSIBILITY OF THE CONTRACTOR. 4. CONTRACTOR SHALL ESTABLISH PERMANENT BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE LOCATED SO THAT THEY WILL NOT BE DISTURBED DURING CONSTRUCTION. 5. LIMITS OF DISTURBANCE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE THE LIMITS OF DISTURBANCE. ANY AREAS OUTSIDE THE LIMITS OF DISTURBANCE THAT ARE DISTURBED SHALL BE RESTORED TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. IF NO LIMITS OF DISTURBANCE IS SHOWN, PROPERTY LINE SHALL BE THE LIMITS OF DISTURBANCE. 6. CONTRACTOR SHALL EMPLOY CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMITS OF DISTURBANCE. 7. VARIOUS PERMITS ARE REQUIRED FOR THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. 8. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON "AS -BUILT DRAWINGS," AS SPECIFIED. 9. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. SHEET INDEX L-0.00 COVER SHEET L-0.10 NOTES SHEET L-0.20 EXISTING CONDITIONS L-0.30 DEMOLITION, EROSION & SEDIMENT CONTROL PLAN L-1.10 LAYOUT PLAN L-2.10 GRADING & DRAINAGE PLAN L-2.20 ROAD PROFILE L-2.21 ROAD PROFILE L-3.10 UTILITIES PLAN L-5.10 CONSTRUCTION DETAILS Approved under the authority of a resolution adapted by the Pianni 0 t ;firings. Ch (date s ned) stud*io ,41'%" LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST I 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 F_RMITS & APPROVALS 1/31/2025 REVISIONS DATE I DESCRIPTION 4/4/24 1 SUBDIVISION REVIEW 8/15/24 DPW COMMENTS 1/31/25 FINAL SUBDIVISION PLAN IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR FRANK SCARPINATO 247 KAYDEROSS AVENUE EAST SARATOGA SPRINGS, NY 12866 PROJECT KAYDEROSS SPRINGS CONSERVATION SUBDIVISION DRAWING TITLE COVER SHEET PROJECT NO. 21008 DATE: DRAWING NO. 01/61/2025 L-0. 00 DWG I OF 11 M m 0 w U W U } m z w 0 0 EROSION & SEDIMENT CONTROL NOTES: IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS CODE AND NYSDEC REQUIREMENTS, THE FOLLOWING CONTROLS SHALL BE REQUIRED: I. ALL EXPOSED SOIL DISTURBANCE SHALL BE IN ACCORDANCE WITH THE NYS DEC REQUIREMENTS. ANY EXPOSED SOIL SHALL BE PROPERLY STABILIZED WITH EITHER PERMANENT SEED AND MULCH IF SOIL DISTURBANCE IS COMPLETED OR TEMPORARILY SEEDED AND MULCHED IF IT WILL BE MORE THAN 10 DAYS BEFORE ADDITIONAL SOIL DISTURBANCE WILL OCCUR. EXPOSED SOIL SHALL RECEIVE TEMPORARY OR PERMANENT SEED AND MULCH WITHIN 10 DAYS OF SUBSTANTIAL COMPLETION OF CONSTRUCTION. 2. THE CONTRACTOR SHALL LIMIT THE AREA OF CLEARING AND GRUBBING, EXCAVATION, BORROW, AND EMBANKMENT OPERATIONS IN PROGRESS, COMMENSURATE WITH THEIR CAPABILITY AND PROGRESS IN KEEPING THE FINISH GRADING AND MULCHING, SEEDING AND OTHER TEMPORARY AND/OR PERMANENT CONTROL MEASURES IN ACCORDANCE WITH THESE PLANS. 3. THE CONTRACTOR SHALL DESIGNATE TO THE OWNER'S REPRESENTATIVE A QUALIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR WITH ADEQUATE TRAINING, EXPERIENCE, AND AUTHORITY TO IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AS PER THE NYS DEC REQUIREMENTS 4. CONSTRUCTION IS TO PROCEED IN ACCORDANCE WITH THE CONSTRUCTION PHASING SCHEDULE SUPPLIED BY THE CONTRACTOR OR SHOWN ON THE PLANS. GRASSES SHALL BE ESTABLISHED ON ALL DISTURBED AREAS AS SOON AS POSSIBLE. FOR TIME FRAMES OUTSIDE THE GROWING SEASON, OTHER METHODS OF SOIL STABILIZATION (SUCH AS THE USE OF JUTE MESH EXCELSIOR MATTING) WILL BE USED UNTIL SUCH A TIME AS GRASS CAN BE ESTABLISHED. 5. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY SITE DISTURBANCE. THIS INCLUDES GRADING OPERATIONS, UTILITY OR STRUCTURE INSTALL. 6. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYS DEC REQUIREMENTS. 7. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA SERVED IS STABILIZED. 8. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE. 9. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 10. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED AFTER EVERY STORM EVENT. II. THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT THROUGHOUT THE DURATION OF THE PROJECT IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL WATER COURSES FROM WATER BORNE SEDIMENT OR POLLUTANTS ORIGINATING FROM ANY WORK DONE ON, OR IN SUPPORT OF THIS PROJECT. 12. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF WATERBODIES BY SILT, SEDIMENT, FUELS, SOLVENTS, LUBRICANTS, EPDXY COATINGS, CONCRETE LEACHATE, OR ANY OTHER POLLUTANT ASSOCIATED WITH CONSTRUCTION AND CONSTRUCTION PROCEDURES. 13. ALL CLEARED AREAS WITH SLOPES GREATER THAN 15% WITHIN 500 FEET OF THE SHORELINE SHALL MULCHED IF LEFT INACTIVE FOR MORE THAN 24 HOURS. 14. REVEGETATION MUST EXHIBIT A MINIMUM COVER CROP OF 75% THROUGHOUT THE YEAR FOLLOWING REVEGETATION. REVEGETATION SHALL BE REPEATED ANNUALLY UNTIL A CROP COVER OF 75% IS ACHIEVED. SITE PREPARATION & DEMOLITION NOTES: I. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SUBSURFACE CONDITIONS PRIOR TO THE START OF WORK. COORDINATE ALL UTILITY REQUIREMENTS AND WORK WITH THE APPROPRIATE UTILITY PROVIDER. NOTIFY OWNER'S REPRESENTATIVE OF ANY AND ALL DISCREPANCIES. 2. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED. MATERIALS THAT ARE NOT TO BE STOCKPILED FOR LATER USE ON THE PROJECT OR DELIVERED TO THE OWNER, SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR IN A TIMELY FASHION SO AS NOT TO DISRUPT PROGRESS AND TO ENSURE SAFE SITE CONDITIONS. 3. CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY ITEMS KNOWN TO CONTAIN HAZARDOUS MATERIALS OR SUBSTANCES. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF HAZARDOUS MATERIALS OR SUBSTANCES DISCOVERED DURING THE COMPLETION OF SPECIFIED WORK. SITE WORK NOTES: WASTEWATER TREATMENT SYSTEM NOTES I. BEFORE ANY LAND CLEARING IS COMMENCED, THE CONTRACTOR SHALL ARRANGE A MEETING ON SITE I. THE ON -SITE SUBSURFACE WASTEWATER TREATMENT SYSTEM SHALL BE A RAISED WITH THE OWNER'S REPRESENTATIVE TO IDENTIFY WHICH TREES ARE TO BE PROTECTED OR REMOVED. NO ABSORPTION TRENCH SYSTEM. THE BASIS OF DESIGN FOR THE SYSTEM IS AS CLEARING SHALL OCCUR WITHOUT A CLEAR UNDERSTANDING OF THE EXISTING CONDITIONS TO BE FOLLOWS: PRESERVED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD. THE PLACEMENT OF PROTECTION DEVICES ADDITIONAL TO THOSE NOTED SHALL, HOWEVER, BE AT THE CONTRACTORS DISCRETION. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE KEPT. CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE KEPT. ALL TEMPORARY EROSION AND SEDIMENT (E&S) CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTH DISTURBANCE. E&S CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED TO ENSURE SATISFACTORY PERFORMANCE. ANY DAMAGE OCCURRING DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. ASSOCIATED FINES RESULTING FROM SUCH DAMAGE SHALL ALSO BE PAID BY THE CONTRACTOR. 3. ALL PROPOSED GRADES SET IN THE FIELD TO BE COMPLETED BY A NEW YORK STATE LICENSED SURVEYOR. 4. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN A MAXIMUM OF 12" COMPACTED LIFTS. 5. ALL SLOPES 3:1 AND GREATER SHALL BE STABILIZED WITH SLOPE STABILIZATION MATS. LOCATIONS AND METHODS TO BE APPROVED BY THE OWNER'S REPRESENTATIVE. 6. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH (a") PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY BEFORE CONTINUING WORK. 7. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO THE OWNER. 8. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING GRADE, PROVIDING VERTICAL CURVES OR ROUNDINGS AT THE TOP AND BOTTOM OF ALL SLOPES. 9. DURING GRADING OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR OTHER DAMAGE. WHEN IT IS NECESSARY TO INTERRUPT DRAINAGE OR OTHER EXISTING UTILITIES, CONTRACTOR IS TO PROVIDE TEMPORARY FACILITIES UNTIL PERMANENT WORK IS COMPLETED AT NO COST TO THE OWNER. 10. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE TO PREVENT PONDING. FINISHED SURFACES SHALL BE FREE FROM ANY ABRUPT OR IRREGULAR CHANGES. II. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND SO THAT NO DAMAGE OCCURS TO EXISTING ROOT SYSTEM. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND AT NO ADDITIONAL EXPENSE TO THE OWNER. 12. EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCE OF ± I" 2 3 4 rn F 13. SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD 10 SPECIFICATIONS SECTION 304, TYPE 2 AND SHALL CONFORM TO MIN 95% MODIFIED PROCTOR DENSITY. BACKFILL MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL. 14. EMBANKMENT FILL SHALL CONFORM WITH ALL REQUIREMENTS OF NYSDOT SPEC. SECTION 203. MAXIMUM ALLOWABLE LOOSE LIFTS FOR EMBANKMENTS SHALL BE 12 INCH AND SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DENSITY AS ESTABLISHED THROUGH THE STANDARD PROCTOR COMPACTION TEST PER ASTM D698. 15. ALL TRENCHES AND OTHER EXCAVATION SIDE SLOPES INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT INTENDED TO INDICATE A STABLE EXCAVATION SLOPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY AND STABILITY OF ALL EXCAVATION SLOPES, SHEETING, SHORING, TRENCH BOXES, AND ANY OTHER MEANS REQUIRED FOR A SAFE WORK ENVIRONMENT AND FOR PROTECTION OF ADJACENT ROADWAYS AND OTHER STRUCTURES. ALL EXCAVATION WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING REGULATORY AGENCIES: -- SUBPART 23-4, "EXCAVATION OPERATIONS", OF NEW YORK DEPARTMENT OF LABOR INDUSTRIAL CODE RULE 23. -- SUBPART P, "EXCAVATIONS" OF THE UNITED STATES DEPARTMENT OF LABOR OSHA REGULATIONS FOR CONSTRUCTION. -- ALL OTHER MUNICIPAL, COUNTY, STATE OR FEDERAL AGENCIES, REGULATIONS OR LAWS PERTAINING TO EXCAVATION SAFETY AS MAY APPLY AT THE WORK SITE. -- THE MORE STRINGENT PROVISION IN EACH OF THE ABOVE CODES SHALL APPLY. THESE PROVISIONS SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND SHALL BE INCREASED IF NECESSARY TO PROVIDE SAFE WORKING CONDITIONS. 16. CRUSHED STONE, WHERE CALLED FOR ON THE DRAWINGS, SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 703-02, SIZE DESIGNATION 2. 17. ALL DISTURBED AREAS NOT COVERED WITH SITE IMPROVEMENTS OR LANDSCAPING SHALL BE COVERED WITH 3" OF TOPSOIL AND SEEDED TO ESTABLISH A DENSE GROWTH OF TURF. SEED MIX SHALL INCLUDE 4. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN THE LIMIT 70% CREEPING RED FESCUE AND 30% BLEND OF SHADE -TOLERANT HARD FESCUE. SEED MIX LBS/1,000 SQ. OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT FT. SHALL BE COMPLIANT WITH NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT BE REMOVED FROM THE SITE UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. CONTROL, PAGE 4.46. 5. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS AND WHICH ARE TABLE 4.6 -SOIL RESTORATION REQUIREMENTS OUTSIDE THE LIMIT OF WORK. 6. CONTRACTOR SHALL IMPLEMENT AND BE RESPONSIBLE FOR ALL NECESSARY MEASURES AND PROCEDURES TO MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN, PEDESTRIANS, LOCAL TRAFFIC AND ROADWAYS, ADJACENT PROPERTIES, AND ETC. FOR DURATION OF PROJECT AND UNTIL PROJECT COMPLETION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES AND/OR RESTORATION REQUIRED AS A RESULT OF DEFICIENT PROTECTION MEASURES. 7. THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES (WHERE APPLICABLE) WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. 8. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO PREVENT MUD ONTO PUBLIC WAYS. ANY MUD ON PUBLIC WAYS ORIGINATING FROM THE JOB SITE SHALL BE CLEANED DAILY BY THE CONTRACTOR ONLY. 9. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL PERMITS THAT MAY BE REQUIRED FROM ALL JURISDICTIONS AFFECTED BY THIS WORK. 10. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT TO BE REMOVED. LAYOUT AND MATERIAL NOTES: I. VERIFY LOCATION OF ALL WALLS, STAIRS, AND PATIO AFFECTING SCOPE OF WORK. 2. THE LAYOUT OF ALL WORK FOR THE PROJECT SHALL BE COMPLETED BY A LICENSED SURVEYOR RETAINED BY THE CONTRACTOR. THE ENGINEER TO APPROVE LAYOUT PRIOR TO CONSTRUCTION. 3. TAKE ALL DIMENSIONS FROM FACE OF DRIVEWAY OR BUILDING. 4. ALL ANGLES TO BE 90 DEGREES AND ALL LINES OF WALLS AND PAVING TO BE PARALLEL UNLESS NOTED OTHERWISE. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS. 5. REFERENCE TO SCALE IS FOR FULL SIZE DRAWINGS ONLY. DO NOT SCALE FROM REDUCED DRAWINGS. Type of Soil Disturbance Soil Restoration Requirement Comments/Examples No soil disturbance Restoration not permitted Preservation of Natural Features Minimal soil disturbance Restoration not required Clearing and grubbing HSG A&B HSG C&D Areas where topsoil is stripped only - no Protect area from any ongoing construc- change in grade Apply 6 inches of Aerate* and apply tion activities. topsoil 6 inches of topsoil HSG A&B HSG C&D Areas of cut or fill Aerate* and apply Apply full Soil 6 inches of topsoil Restoration** Heavy traffic areas on site (especially in Apply full Soil Restoration a zone 5-25 feet around buildings but enhance- (decompaction and compost enhance - not within a 5 foot perimeter around ment) foundation walls) Keep construction equipment from Areas where Runoff Reduction and/or Restoration not required, but may be crossing these areas. To protect newly Infiltration practices are applied applied to enhance the reduction speci- installed practice from any ongoing fied for appropriate practices. construction activities construct a single phase operation fence area Soil Restoration is required on redevel- Redevelopment projects opment projects in areas where existing impervious area will be converted to pervious area. * Aeration includes the use of machines such as tractor -drawn implements with coulters making a narrow slit in the soil, a roller with many spikes making indentations in the soil, or prongs which function like a mini-subsoiler. ** Per "Deep Ripping and De -compaction, DEC 2008". 12 13 DESIGN STANDARDS NYSDOH APPENDIX 75A PLUMBING FIXTURES MAX. 1.6 GAL./FLUSH WATER CLOSETS SEE DETAILS 5 & 6 FOR ON SHEET L-5.10 FOR REQ'D SEPTIC TANK VOL., TRENCH LENGTH, AND BASAL AREA ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT ACCORDANCE WITH THE SYSTEM DESIGN INFORMATION INDICATED ON THESE DRAWINGS, WITH ALL N.Y.S. DEPARTMENT OF HEALTH, AND CITY OF SARATOGA SPRINGS REQUIREMENTS. THE DISCHARGE OF WASTE FROM GARBAGE GRINDERS, SPA TUBS, SUMP PUMPS, ROOF DRAINS, WATER TREATMENT SYSTEM BACKWASH AND NON -CONSERVING WATER FIXTURES IS PROHIBITED. ADDITIONALLY, LAWN IRRIGATION SYSTEMS SHALL NOT BE INSTALLED ABOVE THE WASTEWATER ABSORPTION FIELD. THE SEPTIC TANK SHALL BE A PRECAST CONCRETE NON -TRAFFIC TYPE UNIT WITH SANITARY TEES OR BAFFLES AT INLETS AND OUTLETS. MINIMUM TANK CAPACITY SHALL BE AS SHOWN. FOR TWO-PIECE TANKS, PROVIDE SEALANT PER MANUFACTURER'S INSTRUCTIONS BETWEEN THE TANK SECTIONS. THOROUGHLY CLEAN JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT. IF AIR TEMPERATURE IS BELOW 65°F., WARM SEALANT TO A PLIABLE CONDITION. SET TANKS LEVEL ON No. 2 CRUSHED STONE AS INDICATED. THE EXTERIOR SURFACES OF THE SEPTIC TANK SHALL BE THOROUGHLY COATED WITH THE MANUFACTURER'S STANDARD WATERPROOFING COATING. DISTRIBUTION BOX SHALL BE AN (8) OUTLET, PRECAST CONCRETE UNIT WITH INTEGRAL CONCRETE BAFFLE AS MANUFACTURED BY THE FORT MILLER COMPANY, OR APPROVED EQUAL. PROVIDE FLOW LEVELERS AT EACH OUTLET LATERAL. ALL GRAVITY SEWER PIPING SHALL BE SCH. 40 PVC PIPE WITH SOLVENT WELDED JOINTS AND FITTINGS. INSTALL SEWER PIPING ON MIN. 6" LAYER OF CRUSHED STONE AT A UNIFORM SLOPE WITH NO SAGS OR HUMPS. THE MINIMUM SLOPE FOR ALL GRAVITY SEWER PIPING SHALL BE 1/4"/FT. (2%). EXISTING SOILS AT THE ABSORPTION FIELD LOCATION SHALL BE PLOWED OR SCARIFIED TO REMOVE EXISTING ORGANIC LAYER. PLACEMENT OF THE SAND FILL SHALL BE AS SHOWN AND CARE SHALL BE TAKEN TO AVOID INCLUSION OF FINE GRAINED SOIL AND WASTE MATERIAL IN THE SAND. THE FILL MATERIAL SLOPE SHALL NOT EXCEED ONE VERTICAL TO THREE HORIZONTAL AFTER EXCAVATING THE ABSORPTION TRENCHES TO THE DEPTHS REQUIRED, THE WALLS AND FLOORS OF THE TRENCHES SHALL BE CLEANED AND RAKED TO ACHIEVE AN EVEN SECTION AND TO LOOSEN SMEARED AREAS. NO HEAVY EQUIPMENT OR VEHICULAR TRAFFIC SHALL BE ALLOWED WITHIN THE LIMITS OF THE ABSORPTION FIELD AFTER FILL MATERIAL HAS BEEN PLACED BOTH DURING OR AFTER CONSTRUCTION. PLACEMENT OF CRUSHED STONE TRENCHES, PERFORATED PIPE, FILTER FABRIC, AND FILL MATERIAL SHALL BE AS SHOWN. CRUSHED STONE USED FOR THE ABSORPTION TRENCHES SHALL BE WASHED STONE 3/4" TO 1 1/2" IN SIZE. HOLD BOTTOM OF THE TRENCHES LEVEL. DISPOSAL FIELD LATERALS SHALL BE PERFORATED 4"0 SDR 26 PVC PIPE. INSTALL LATERALS AT 1/16"/FT. TO 1/32"/FT. SLOPE AWAY FROM THE DISTRIBUTION BOX WITH HOLES DOWNWARD. PROVIDE END CAPS AT ALL LATERALS. 14. FILL MATERIAL SHALL BE CLEAN SANDY LOAM FILL, FREE OF ORGANIC MATTER AND STONES LARGER THAN 2 IN. IN ANY DIMENSION. FILL MATERIAL SHALL HAVE AN IN -PLACE PERCOLATION RATE OF 5-10 MIN/IN. AS VERIFIED BY THE ENGINEER. 15. TOPSOIL AND SEED THE ACTIVE AND FUTURE ABSORPTION FIELD AREA AND ALL OTHER DISTURBED AREAS IMMEDIATELY AFTER CONSTRUCTION. 16. ALL PLUMBING WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE. 17. NOTIFY THE ENGINEER FOR INSPECTION AT THE FOLLOWING PHASES OF CONSTRUCTION: TO INSPECT AND PERFORM PERCOLATION TESTING ON THE PROPOSED SANDY LOAM FILL MATERIAL AT THE BORROW PIT. DURING PLACEMENT OF THE SANDY LOAM FILL TO PERFORM PERCOLATION TESTING AND INSPECT THE IN -PLACE SANDY LOAM FILL MATERIAL. - UPON COMPLETION OF THE SYSTEM INSTALLATION WHILE LATERALS ARE EXPOSED, PRIOR TO BACKFILLING. 18. UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL PREPARE A MAP OF AS -BUILT CONDITIONS INDICATING A MINIMUM OF TWO TIE DIMENSIONS FROM ADJACENT CORNERS OF THE RESIDENCE TO THE SEPTIC TANK INLET AND OUTLET COVERS, THE DISTRIBUTION BOX AND EACH CORNER OF THE LEACH FIELD. Approved under the authority of a rey�sol��uti�tion-- adopted by the Planning - 2� Springs. studio LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS OF FRANK SCARPINATO AND DIANE RADEMACHER - SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY," DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND SURVEYORS, P.C. DIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE DESCRIPTION 4/4/24 SUBDIVISION REVIEW 8/15/24 DPW COMMENTS 1/31/25 FINAL SUBDIVISION PLAN IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY' FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR FRANK SCARPINATO 247 KAYDEROSS AVENUE EAST SARATOGA SPRINGS, NY 12866 PROJECT KAYDEROSS SPRINGS CONSERVATION SUBDIVISION DRAWING TITLE NOTES SHEET PROJECT NO. 21008 DATE: DRAWING NO. 01/31/2025 L_0 , I 0 DWG 2 OF 11 mWw � C, �ww m m 0 W U W 2 U r m z Q 0 ELI 400 6 �o oo 00 _- If -�_ ? n r 46, en t, In1w I c ° 3` 0'0-1 ,t �12. N Furry evelcp �-7n v R� ej 22U 1 U-1 Inst. #20 POOL APPROX.U'iL4T1tS LOCATION STFp S ' / WOOS / EXISTING RESIDENCE TO REMAIN \ / SC r / 11rOno � S.3Y02'23„W 55, 00 Approved under the authority of a resolution adopted cd . Z by the Planni oqr e C it ratoga Springs. 3 S7 (date TEST PIT AND INFILTRATION TEST LOG: TEST PIT (TP-1) 0" - 6" TOPSOIL 6" - 20" MED. BROWN SILTY LOAM 20" - 60" BLUE GRAY CLAY PAN PERCHED WATER TABLE AT 12" NO BEDROCK ENCOUNTERED TEST PIT (TP-2) 0" - 6" TOPSOIL 6" - 12" BLUE GRAY SILTY LOAM 12" - 60" BLUE GRAY CLAY PAN PERCHED WATER TABLE AT 12" NO BEDROCK ENCOUNTERED TEST PITS NO. I - 2 WERE WITNESSED AND EVALUATED BY MATTHEW HUNTINGTON, PE ON DECEMBER 12, 2023. • studioA LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST I 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 LEGEND PROPERTY LINE - EXISTING MAJOR CONTOURS - - EXISTING MINOR CONTOURS CWETLANDS SLOPES EXCEEDING 15% TREE LINE TP-I -$- APPROXIMATE LOCATION OF TEST PITS NORTH GRAPHIC SCALE 50 0 25 50 100 I INCH = 50 FEET ON 24" X 36" SHEET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS OF FRANK SCARPINATO AND DIANE RADEMACHER - SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY," DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND SURVEYORS, P.C. DI AF NOT THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT 'DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE I DESCRIPTION 4/4/24 1 SUBDIVISION REVIEW 8/15/24 DPW COMMENTS 1/31/25 FINAL SUBDIVISION PLAN IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR FRANK SCARPINATO 247 KAYDEROSS AVENUE EAST SARATOGA SPRINGS, NY 12866 PROJECT KAYDEROSS SPRINGS CONSERVATION SUBDIVISION DRAWING TITLE EXISTING CONDITIONS PROJECT NO. 21008 DATE: DRAWING NO. 01/31/2025 L_0. 20 DWG 3 OF 11 m m 0 W U D, U mm z ry 0 r m Z Y) W 0 1-7 �6� ✓ ` / J r moo f � "x I f l { LOCATION OF MUNICIPAL WATER MAIN � rJ i c- ; /#100�— SILT FENCE (TYP.) / 000 I EXISTING GREENHOUSE % 1 SF TO BE RELOCATED ed-3.369 \ 1 , 4,/ CONCRETE WASHOUT AREA 0.155 AC. AREA TO OF TREES TO BE CLEARED FOR POTABLE WATER SERVICE CONNECTION 1 f; L-5.10 SILT FENCE (TYP.) / SF / �4k 21 EXISTING TREE LINE TO REMAIN 1 L-5.10 SILT FENCE (TYP.) LIMITS OF DISTURBANCE ±2.546AC. / - - ✓;;S -- I .; / --------------- 0.021 AC. AREA TO OF TREES TO w BE CLEARED FOR ADJACENT J3"4�' 12 ' �` �6 f PARCEL ACCESS IN FUTURE / .► �"'�� / 1 n / Rl'Pv1V t Inc rRlley Fcrrn n PIr�C)P7�en ram; WOODS / 5 too ��o ✓ / '000 top / �- �06 .510 WOODS J 8„t 0 ��- !l / Ff � 8 h / / 3 / STABILIZED CONSTRUCTION ENTRANCE REPAIR PORTION OF EXISTING ♦ ♦ DRIVEWAY AS REQ'D � _ f J / ` 1 � r SILT FENCE (TYP.) ♦ Q) TOPSOIL STOCK PILE SURROUNDED BY SILT FENCE L-5.10 L-5.10 / �� 5, p �SJ3'0,2'�3 � / Q) 5 nn SILT FENCE (TYP.) G 2 5.10 (��� 2 SILT FENCE (TYP.) L-5.10 CONCRETE WASHOUT AREA 40 n1f 1n��n t, DevelcPm Ri,ley 70 20��03/ Approved under the authority of a resolution adopted 3 3 by the a ) Plannin ja the i of to a S rings, (date signed) stud*ioA LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 LEGEND PROPERTY LINE A LIMITS OF DISTURBANCE -SF —SF — SILT FENCE - - EXISTING MAJOR CONTOURS - EXISTING MINOR CONTOURS CWETLANDS EXISTING SURFACE TO BE REMOVED WOOTREES TO BE CLEARED STABILIZED CONSTRUCTION ENTRANCE NORTH GRAPHIC SCALE 50 0 25 50 100 I INCH = 50 FEET ON 24" X 50" SHEET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS OF FRANK SCARPINATO AND DIANE RADEMACHER - SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY," DATED NOVEMBER 10, 2025 BY THOMPSON FLEMING LAND SURVEYORS, P.C. DIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE I DESCRIPTION 4/4/24 1 SUBDIVISION REVIEW 8/15/24 DPW COMMENTS 1/31/25 FINAL SUBDIVISION PLAN IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR FRANK SCARPINATO 247 KAYDEROSS AVENUE EAST SARATOGA SPRINGS, NY 12866 PROJECT KAYDEROSS SPRINGS CONSERVATION SUBDIVISION DRAWING TITLE DEMOLITION, EROSION, & SEDIMENT CONTROL PLAN PROJECT NO. 21008 DATE: DRAWING NO. 01/31/2025 L_0. 30 DWG 4 OF 11 4t r m 0 W W U 3 W., i woo a i 1 _ � I 1- \ I � \ I � \ 1 \ 1 � / CONSERVATION EASEMENT AREA 2 I/I PROPOSED TREE LINE (TYP.) — I 7 L-5.10 12'W ASPHALT DRIVEWAY (TYP.) — CL ROAD STA. (TYP.) — 1 1 7 L-5.10 12 FT. WIDE ASPHALT ACCESS DRIVE — PT ROAD STA. 9+50,55 — I 1 PC ROAD STA. 2+89.19 — I � I FUTURE VEHICULAR CONNECTION TO RILEY FARM LANE SHALL OCCUR WITHIN I YEAR AFTER THE CITY OF SARATOGA SPRINGS CONSTRUCTIVELY NOTIFIES FRANK SCARPINATO OR THEN OWNER / THAT RILEY FARM LANE HAS BECOME A PUBLIC RIGHT OF WAY 1 X, 1 CONSERVATION EASEMENT LINE RELOCATED GREENHOUSE - CONSERVATION - EASEMENT AREA a — PT � ROAD STA. 10+86.41\ / CONSERVATION \ IEASEMENT AREA 3 PC ROAD STA. 11+49.64 I � _ PT ROAD STA. 12+15.41 0 — — — — = — 612.46' MOM ENTRANCE ACCESS TO BE RESTRICTED TO EMERGENCY VEHICLES ONLY BY USE OF I LOCKED GATE OR DRIVE OVER BOLLARDS WOODS r , 112 / l // //?s� � � • gam% / 0-510 r O 5 'g' n. / EXISTING RESIDENCE TO REMAIN / EXISTING DRIVEWAY TO REMAIN BEGIN NEW DRIVEWAY CONSTRUCTION AT CL ROAD STA. 3+58.45 / / 12 FT. WIDE DRIVEWAY EASEMENT THROUGH LOT I / PC i ROAD STA. 3+29.20 EXISTING DRIVEWAY TO REMAIN, REPAIR AS \X _ _ /� ♦ REQ'D FOR DURATION OF CONSTRUCTION i / \ o \ \ ♦ / `\ \� \ ♦ o 0 EXISTING FARM / FIELD TO REMAIN / PROPOSED SINGLE FAMILY RESIDENCE (TYP.) 3,000 SF / ` Q MAX. BLDG FOOTPRINT AREA "�% / �"0,' PROPOSED 10'W X 201 POOL SI` �1 \ W/ 10'W PATIO AREA (TYP.) CONSERVATION ASEMENT AREA 4 AREA TO CONTINUE TO BE FARMED) / / nff en t, Inc. F�iiey I` nrrn Develcpm 1n,5t. #2022010370 / EXISTING UTILITY POLE 533'02 `2 \Sq, Plan Approved under the authority of a�reesolution adopted by the (date signed) LOT AREAS LOT AREA (ACRES) 1 11.700 2 0.813 3 0.837 CONSERVATION 1 3,342 CONSERVATION 2 2.648 CONSERVATION 3 0.623 CONSERVATION 4 1.696 Springs. i studioA LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST I 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 LEGEND PROPERTY LINE _ PROPOSED LOT PROPERTY LINES — EASEMENT LINE — — — — PROPOSED LOT SETBACKS ROAD CENTERLINE EXISTING TREE LINE TO REMAIN PROPOSED TREE LINE PROPOSED ASPHALT SURFAC PROPOSED BUILDING NORTH GRAPHIC SCALE 50 0 25 50 100 I INCH = 50 FEET ON 24" X 36" SHEET BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS OF FRANK SCARPINATO AND DIANE RADEMACHER - SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY," DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND SURVEYORS, P.C. DIG SAFE NOTF- THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE I DESCRIPTION 4/4/24 1 SUBDIVISION REVIEW 8/15/24 DPW COMMENTS 1/31/25 FINAL SUBDIVISION PLAN IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR FRANK SCARPINATO 247 KAYDEROSS AVENUE EAST SARATOGA SPRINGS, NY 12866 PROJECT KAYDEROSS SPRINGS CONSERVATION SUBDIVISION DRAWING TITLE LAYOUT PLAN PROJECT NO. 21008 DATE: DRAWING NO. 01/31/2025 L_ (. 10 DWG 5 OF 11 m z U) W 0 ,,/f Riley Farm n-xl, tIn rnent, non rl;/{ inc. ,"�r -rn Develop ent, firef '2C2201 o370 lnst. Approved under the authority of a resolution adopted ate) by the Plannin t - n.gs. Chair an 3 Z� z6 (date s gned) LOT AREAS LOT AREA (ACRES) 1 11.700 2 0.813 3 0.837 CONSERVATION 1 3.342 CONSERVATION 2 2.648 CONSERVATION 3 0.623 CONSERVATION 4 1.696 stud*ioA LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING Tti` 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 LEGEND 518.450.4030 LOT I 0/0000// LOT I CONSERVATION EASEMENT LOT 2 LOT 3 NOTE: CONSERVATION AREAS 1,2, & 3 ARE TO REMAIN UNDISTURBED. CONSERVATION AREA 4 IS RESTRICTED TO AGRICULTURAL USE OR OPEN SPACE ONLY. hirelhold m GRAPHIC SCALE 50 0 25 50 100 I INCH = 50 FEET ON 24" X 50" SHEET MAP INFORMATION. BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS OF FRANK SCARPINATO AND DIANE RADEMACHER - SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY," DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND SURVEYORS, P.C. DIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE I DESCRIPTION 4/4/24 1 SUBDIVISION REVIEW 8/15/24 DPW COMMENTS 1/31/25 FINAL SUBDIVISION PLAN IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR FRANK SCARPINATO 247 KAYDEROSS AVENUE EAST SARATOGA SPRINGS, NY 12866 PROJECT KAYDEROSS SPRINGS CONSERVATION SUBDIVISION DRAWING TITLE LOT PLAN PROJECT NO. 21008 DATE: I DRAWING NO. 01/31/2025 DWG 6 OF 11 r m 0 W Y U w U } m z w 0 3 ,h 00*, 4000 i i doo dop Imo/ c% i/f 401 00001� too s s" .r' / OOP op - 1 v f, / \ Iv-1 j ♦ �, � - — --moo _.. �_ / > —_ '�` II 12"0.� X 43'L HDPE CULVERT W/ / s1 � ' �\ �\�A�s '> STONE OUTLET PROTECTION ` \\ , "!► `\,� ``C� j 1 L-5.10 INLET INV. EL. 266' 1 OUTLET INV. EL. 265' tc .✓ - — �` s, F. F. EL. �/ ♦ ����� ♦ / ♦ 9�,/i / LIMITS OF DISTURBANCE�i 1'N4,Al z_ 12"0 X 301 HDPE CULVERTW/ \ ♦ / 4'W X I'D VEGETATED SWALE (TYP.) STONE OUTLET PROTECTION INLET INV. EL. 256.0 OUTLET INV. EL. 255.5' / `� l 12"0 X 30'L HDPE CULVERT W/ 1 ( EDGE OF WASTEWATER ABSORPTION FIELD / ! STONE OUTLET PROTECTION II 1 12"0 X 33'L HDPE CULVERT W/ FILL (TYP.) SEE SHEET L-3.10 FOR DETAILS. S33'0ti'' INLET INV. EL. 223.0' L-5.10 II STONE OUTLET PROTECTION L-5.10 INLET INV. EL. 257.0' 55.0�' OUTLET INV. EL. 223.0 OUTLET INV. EL. 256.5' 092 / CD F. F. EL. oJ / Approved ur of a resoP / Plarlrll c (date fth \ cn _ P __ .^.-' 1;x3' C�' L ,14/ 612, r �eve(OpIn 1 �,.,�• - JR ley Fv� rn C22Q1 Q 70 ln,5t, #2now ONO Igs. 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 LEGEND — — PROPERTY LINE - - EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS 860PROPOSED MAJOR CONTOURS 862 PROPOSED MINOR CONTOURS — > — PROPOSED SWALE ST — ST —K PROPOSED CULVERT w - - LIMITS OF DISTURBANCE 06- GRAPHIC SCALE 50 0 25 50 100 I INCH = 50 FEET ON 24" X 36" SHEET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS OF FRANK SCARPINATO AND DIANE RADEMACHER - SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,' DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND SURVEYORS, P.C. DIG SAFF NOTE THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE I DESCRIPTION 4/4/24 1 SUBDIVISION REVIEW 8/15/24 DPW COMMENTS 1/31/25 FINAL SUBDIVISION PLAN IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR FRANK SCARPINATO 247 KAYDEROSS AVENUE EAST SARATOGA SPRINGS, NY 12866 PROJECT KAYDEROSS SPRINGS CONSERVATION SUBDIVISION DRAWING TITLE GRADING & DRAINAGE PLAN PROJECT NO. 21008 DATE: DRAWING NO. 01/31/2025 L-2. 10 DWG 7 OF 11 # AGGREGA r 10 MIN._ 0 0 0 0 0 0 0 0 30"± o ANCHOR BALES WITH 13 (2) 2"x2"x4' 13 o STAKES PER BALE 10 MIL 13 POLYETHYLENE SHEETING 0 o ` . 0 0 a o c o 0 0 0 TE 18"± BINDING WIRE STRAW BALE (TYPICAL) 12" MAX 10 MIL POLYETHYLENE SHEETING 12" MIN BALES TO BUTT 6" MIN DEPTH GROUNDWATER SEASONAL HIGH J AGGREGATE ALL AROUND TABLE TYPICAL SECTION 6" MIN IMBEDMENT (TYPICAL) EXISTING GRADE— OOD STAKE (TYPICAL) 18" LL CONCRETE m 12„ TRUCKS BLACK LETTERS o PLAN SHALL ON WHITE LU CAPACITY: WASHOUT HERE BACKGROUND = THE WASHOUT FACILITY SHALL BE SIZED TO CONTAIN SOLIDS, WASH WATER, AND RAINFALL SIZED TO ALLOW FOR EVAPORATION OF WASH WATER AND RAINFALL. WASH WATER SHALL BE ESTIMATED AT 7 GALVANIZED "U" GALLONS PER CHUTE AND 50 GALLONS PER HOPPER OF CONCRETE PUMP TRUCK AND/OR DISCHARGING 7'0"TO CHANNEL POST DRUM. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. IF EXCAVATED, BOTTOM OF SIGN THE SIDE SLOPES SHALL BE 2 HORIZONTAL TO I VERTICAL. FINISH GRADE # LOCATION: LOCATE THE FACILITY A MINIMUM OF 100 FEET FROM DRAINAGE SWALES, STORM DRAIN INLETS, WETLANDS, STREAMS AND OTHER SURFACE WATERS. PREVENT SURFACE WATER FROM ENTERING THE STRUCTURE 3'-0" MIN SIGN SHALL BE PLACED EXCEPT FOR THE ACCESS ROAD. PROVIDE APPROPRIATE ACCESS WITH GRAVEL ACCESS ROAD SLOPED DOWN SOIL IN A PROMINENT LOCATION Z TO THE STRUCTURE. SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS EMBEDMENT AT WASHOUT AREA DISCHARGED. , ry o LINER: WASHOUT SIGN ALL WASHOUT FACILITIES SHALL BE LINED TO PREVENT LEACHING OF LIQUIDS IN THE GROUND. THE LINER SHALL BE PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEAR, AND ANCHORED BEYOND THE TOP OF THE PIT WITH AN APPURTENANCE EXCEPT AT THE ACCESS POINT IF PRE -FABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE # CONCRETE WASH AND BE SIZED BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS. THEY SHALL BE SITED AS NOTED IN THE LOCATION CRITERIA. MAINTENANCE: } m • ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHALL BE PUMPED TO A STABILIZED AREA SUCH AS GRASS FILTER STRIP. w • ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER 0 SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE. • DISPOSE OF THE HARDENED MATERIAL OFF -SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON -SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR BURIED AND COVERED WITH A MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. • THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. • INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NON -DESIGNATED AREAS. 1 CONCRETE WASHOUT AREA DETAIL WOVEN WIRE FENCE (MIN. 14 IO' MAX. q TO � FENCE POSTS, GAUGE W MAX 6" MESH SPACING) MIN. 36" LONG, DRIVEN 16" INTO GROUND WOVEN WIRE FENCE - D (MIN. 14 2 GAUGE W/ 0 _ MAX. 6" MESH SPACING) 0 ° WITH FILTER CLOTH � 3 N z COMPACTED SOIL - D o o z FLU m SCALE: N.T.S. 36" MIN. FENCE POST c� D EMBED FILTER I UNDISTURBED z� - -1 -n CLOTH A MIN. OF GROUND rn w v v w N - r- � — _ 8" IN GROUND 4„ 3 o y y Z - - - — � z o z PERSPECTIVE VIEW NOTES: I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 34" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FIXTER X, MARAFI IOOX, STABILINKA T140N OR APPROVE EQUIVALENT IF USING THE WOVEN WIRE FENCE. IF THE WOVEN WIRE FENCE IS NOT USED, FILTER FABRIC MUST BE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING SILT FENCE DETAIL 50' MIN. 6, 3 5:/ I I MOUNTABLE EXISTING GROUND GEOTEXTILE FABRIC BERM PROFILE VIEW (OPTIONAL) Gn- MINI STABILIZED CONSTRUCTION ENTRANCE SECTION VIEW SILT FENCE SLOPE LENGTH/FENCE LENGTH (FT.) SLOPE STANDARD FENCE REINFORCED FENCE SUPER <2% 300 / 1500 NA NA 2%-10% 125 / 1000 250 12000 300 / 2500 10-20% 100 / 750 150 / 1000 200 / 1000 20%-33% 60 / 500 80 / 750 100 / 1000 SCALE: N.T.S. EXISTING PAVEMENT NOTE: I. STONE SIZE - USE 1" -4" TYPE 3 STONE. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30' MINIMUM LENGTH WOULD APPLY). 3. THICKNESS - NOT LESS THAN 6". 4. WIDTH - 12 FEET MINIMUM, BUT NOT LESS THAN THE FULL WIDTH WHERE INGRESS AND EGRESS OCCUR. 24 FEET IF SINGLE ENTRANCE TO THE SITE. 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING THE STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED NG TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS LENT THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH A 5:1 SLOPE WILL BE PERMITTED. 7. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF WAY 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. SCALE: N.T.S. SILT FENCE TO EXTEND AROUND — ENTIRE PERIMETER OF STOCKPILE, OR TO EXTEND AROUND DOWNSTREAM PORTION IF STOCKPILE IS ON SLOPE I .............................................................IN MM CURB BOX z MUELLER 5'6" f MODEL H-10314 �IN TURF) MODEL H-10334 IN CONCRETE WA SIZE AS REQUIRED FOR 3/4" OR 1 " SERVICE) IL -IT 0 NOTES: I 0 I. REFERENCE IS MADE TO THE SILT FENCE DETAIL FOR MATERIALS AND INSTALLATION METHODS. `n CORPORATION STOP WITH I CURB STOP 2. IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 10 DAYS, IT SHALL BE STABILIZED WITH BURLAP MATTING OR SEEDED COMPRESSION FITTING MUELLER H-15008 MUELLER ORISEAL MODEL H-152 MODEL H-15219 9 COMPRESSION (Wj DRAIN) WITHIN 7 DAYS OF COMPLETION TO MINIMIZE EROSION. 3/4" OR 1" - SIZE AS REQUIRED (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) 3. INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK OR AFTER SUBSTANTIAL RAINFALL. REPAIR OR REPLACE DEFICIENCIES IMMEDIATELY. 4. SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN ELIMINATED AND SHALL BE TEMPORARY CAP OR PLUG REMOVED ONLY WHEN DIRECTED BY TOWN OR ENGINEER. (AS NECESSARY) 3/4" MIN. SIZE TYPE K 1 TOPSOIL STOCKPILE DETAIL 450 PIPE ORPPER SZE AS REQUIRED EXTEND FILL MIN. 2'-6" BEFORE TAPERING (TYP. ALL SIDES) 3 MIN. I� GROt NDby —_ AT —ER 7TAB�LE��� CLEAN SANDY LOAM FILL (TYP.) SEE WASTEWATER TREATMENT SYSTEM NOTE #12 REMOVE TOPSOIL & ORGANICS THEN PLOW SURFACE SCALE:N.T.S. WATER MAIN TRENCH &PIPE (� TRENCH PIPE 3/4" OR 1" COPPER TUBING (TYPE K) SOLID CONC. BEARING BLOCK r (SIZE AS REQUIRED) OR C.I. FOOT I 20'-0" TAPER MIN. 6-0"(TYP. ALL SIDES) 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. 4'-0" S E I GEOTEXTILE FILTER FABRIC CITY OF SARATOGA WATER SERVICE LATERAL DETAIL BETWEEN CRUSHED STONE AND FILL C: I I 3" MIN. TOPSOIL - o � Al � 2'-0" 3 MIN. o _ 3/4" - 1/2"0 CRUSHED STONE (TYP.) STONE TO BE WASHED PRIOR TO PLACEMENT. 4"0 PERFORATED PVC DISTRIBUTION LATERAL. INSTALL LATERAL AT 1 / I6"/FT. TO 1 /32"/FT. (TYP.) SINGLE LOT ONSITE WASTEWATER TREATMENT SYSTEM SCHEDULE HOUSE SIZE DAILY FLOW RATE RE TRENCH RER BASAL PROPOSED SYSTEM LAYOUT LE LENGTH* LE A EA** AR 3 BEDROOM 330 GPD 184 FT. 1650 SF (4) 46 LF TRENCHES 321 X 51'W BASAL AREA 4 BEDROOM 440 GPD 254 FT. 2200 SF (5) 51 LF TRENCHES 39.5' L X 56' W BASAL AREA 5 BEDROOM 550 GPD 306 FT. 2750 SF (6) 51 LF TRENCHES 49.51 X 56'W BASAL AREA *REO'D TRENCH LENGTH BASED ON A FILL PERC. RATE OF 5-10 MIN./IN. **REQ'D BASAL AREA IS BASED ON AN APPLICATION RATE OF 0.2 GPD/SF RAISED TRENCH SYSTEM DETAIL LOCATION MARKER, (TYP.) FINISH GRADE, (TYP.) - MIN. 18 0 OPENING, EA. - END OF TANK. (TYP.) SANITARY TEE INLET INVERT FL EL. MIN. 2" ABOVE OUTLET INVERT. 6" MIN. TYP. 4" THICK X I'-6" ANTI -FLOATATION COLLAR (TYP.) #2 CRUSHED STONE PLACED ON AND WRAPPED WITH GEOTEXTILE FABRIC OPENING I INVERT OF SLOT OR HOLES CONNECTING CHAMBERS OF DUAL CHAMBER TANK LIQUID NOTE: DETAIL IS DIAGRAMMATIC, SEE SCHEDULE FOR NO. OF TRENCHES REQ'D. SCALE: NTS OPENING o MANUFACTURER'S z I STANDARD OPENING Q� AND COVER, (TYP.) -Q z �0 ' — 0 z = z o - o rn L II 0 0.3 L NOTES: I. PROVIDE FLEXIBLE PIPE BOOTS AT ALL PENETRATIONS INTO ALL TANKS. 2. FOR DUAL CHAMBER TANK, WALL SHALL HAVE A 4"V. x 18" WIDE SLOT, OR (4) 4"0 HOLES, INVERT LOCATED AS SHOWN. DUAL CHAMBER TANKS SHALL BE PROVIDED FOR ALL SEPTIC TANKS WITH AN INTERIOR LENGTH GREATER THAN OR EQUAL TO 10 FT. TYPC I AL SEPTIC TANK DETAIL 11/2"NYS DOT 401 TYPE 7 TOP COURSE 2 1/2"NYS DOT 401 TYPE 3 BINDER COURSE 12" NYS DOT ITEM 304-2.03 TYPE 2 GRAVEL SUBBASE WOVEN GEOTEXTILE FABRIC, MIRIFI 50OX OR APPROVED EQUAL SECTION VIEW COMPACTED SUBGRADE 1 ASPHALT PAVEMENT DETAIL SCALE: N.T.S. z- 37 UNDISTURBED I} — SOIL FLOW WALL FOR DUAL CHAMBER TANK. SEE NOTE BELOW E 12" MIN (TYP.) SINGLE -LOT ONSITE SEPTIC TANK SCHEDULE HOUSE SIZE DAILY FLOW RATE REQ'D SEPTIC TANK VOL. 3 BEDROOM 330 GPD 1,000 GAL 4 BEDROOM 440 GPD 1,250 GAL 5 BEDROOM 550 GPD 1,500 GAL SCALE: N.T.S. SWALE VARIES SEE DRAWINGS. b" MAX. 6" MAX. PROTECT BOTTOM OF - DRAINAGE CHANNEL W/ 3" MIN. TOPSOIL STRAW MULCH COVERED AND SEED, TYP. W/ROLLED EROSION CONTROL MAT, STAKE EXIST. SOIL. MAT AT 6' C-C. (0,-'*VEGETATED SWALE DETAI L SCALE: N.T.S. LOCATION MARKER CD +I FLOW FROM SEPTIC TANK BAFFLE FORT MILLER PRECAST DISTRIBUTION BOX OR APPROVED EQ. SEE PLANS FOR SIZE. - PROVIDE ADJUSTABLE LEVELING DEVICE ON EACH OUTLET - 4"0 PVC GRAVITY SEWER PIPE TO TRENCH @ 0.5% MIN. SLOPE L- 12" MIN. OF CLEAN SAND OR PEA GRAVEL FOUNDATION PRECAST CONC. DISTRIBUTION BOX FT.-I 2:1 MAX SIDE SLOPES 12" THICK N... STONE FILL SECTION "B" STONE OUTLET PROTECTION DETAIL SCALE: N.T.S. Approved under the authority of a resolution adapted �— GEOTEXTILE SEPARATION FABRIC SCALE: N.T.S. SCALE: N.T.S. 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS OF FRANK SCARPINATO AND DIANE RADEMACHER - SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY," DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND SURVEYORS, P.C. DIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE I DESCRIPTION 4/4/24 SUBDIVISION REVIEW 8/15/24 DPW COMMENTS 1/31/25 FINAL SUBDIVISION PLAN IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR FRANK SCARPINATO 247 KAYDEROSS AVENUE EAST SARATOGA SPRINGS, NY 12866 PROJECT KAYDEROSS SPRINGS CONSERVATION SUBDIVISION DRAWING TITLE CONSTRUCTION DETAILS PROJECT NO. 21008 DATE: DRAWING NO. 01/31/2025 L_5 . I O DWG I I OF 11 w_ _w--- �W' 177.26' N89'26 49 E _ _ 09.74' 1 1� \ 1 \ 1 \ 1 WETLANDS AS SHOWN 1 ON FILED MAP 1 K-251 1 / I / 1 1 I 1 / 1 ,r �1 �1 eSeni wow E 426. 3,00„ wow N O / �I'/ 157. 38' 10.14' Conservation 0 Easement Area 1 �- �, 145,641 s.f. or �\ �,- � \� 3.343 cc. W I o o Conservation `OI Easement Area 2 w 115,329 s.f. or 2.648 cc. �I L0 of z 1 CH=76.73' I 1 1 N 07`44' 14"E 16.64� 5/8"IR. I 93.71' o -- n1f Riley Farm Development, Inc. Inst. #2022010370 Unauthorized alteration or addition to a survey map bearing a licensed Land Surveyor's Seal is a violation of Section 7209 subdivision 2 of the New York State Education Law. POOL e nnnnv �rniiTr[` / /u \\ Utility Easement S07.30'03"E 3,873 s.f. or 39.49' GREENHOUSE 0.089 cc. =193.02 4'7.00' N85`21'18"W CH=191.30, GREENHOUSE TO BE RELOCATED _ 4 `� GNpA-46 g5 � � 4'l40 E-47 \ �R Access Easement . �° ,� ,�w °N mo CH- 8; S� ° CH 3477 10 for private road % \ 47,111 s.f. or \� 3 \ 1.082 cc. R=417.00' S48.05'09"W Lot 2 CH=10.14' / ��. 14dZ / 4, Mal, O.A I Riley Farm Lane �14�,NJ6*5729"E CH=75.57' O�ir�Qo 39.48' Lot 3 36,472 s.f. or R=316.00' 0.837 ac. O� h L= 57.12' A:, J* %♦ N 42`08' 11 "E CH=57.04' �(b R=316.00' �.� / N504'50"E �o sF�,q i c ZH=41.51' `jO �k �R=64.00' Conservation •� L=52.62' WOODS Easement Area 3 N31 *17'30"E 27,118 s.f. or CH=51.15' 0.623 cc. N07 44'14 "E -- 15.85'— -- -- 282.54_ -- -- Only apparent easements (if any) are shown on this survey. No abstract of title was available. N83 40'02 "W 612.46' u Conservation Easement Area 4 /���. (area to continue to be farmed) 73,990 s.f. or i;�� 1.699 cc. /- WOODS ,L 5/8"IR. 194. ,43 N80.V90 do/ � 7 ' UTILITY , EASEMENT i BK1614 P526 / �Q .r ��62 ass 2669OC �6 8" WATER MAIN 000000000 0000000 ooc0000� o�.. ....... � 0 5/8"IR. 5/8"IR. n%f Riley Farm Development, Inc. In s t. #2022010370 ivisic Scale: 1" = 50' >aicY�y�. O666Q 0 S33 02'23"W 55.00' 1` Ln r— n 0 z .o m co Map Legend • 5/8" steel rod set with a tag o marker found, labeled 0 utility pole R hydrant ® water valve — — overhead wires stone wall 000000000000000 Deed Reference. - Frank Scarpinato and Diane Rademacher—Scarpinato Bk1401 P757 Map References: 1. "Subdivision of Lands of Lester F. Ramsdill, Jr." dated Oct. 11, 1994 by Paul Tommell filed in the Saratoga County Clerk's Office as Map Map R-295. 2. "Kaydeross Springs Subdivision" dated July 8, 1996 by Engineering America Company filed in the Saratoga County Clerk's Office as Map K-236A. 3. "Kaydeross Springs Subdivision Phase 2" dated March 21, 1997 last revised 9/11/97 by Engineering America filed in the Saratoga County Clerk's Office as Map K-251. 4. "Kaydeross Springs Subdivision Phase 3" dated Oct. 12, 2000 by Jason Bowman Assoc. filed in the Saratoga County Clerk's Office as Map Map K-282A. 5. "Subdivision Map for 227 Kaydeross Ave., Inc." dated March 17, 2020 last revised 9/7/21 by Thompson —Fleming Land Surveyors, P.C. filed in the Saratoga County Clerk's Office as Map M2021199 Approved under authority of a resolution _111adopted � ` � by the Planning B%rd of Ci y of Saratoga Springs. Chairperson7� Date Signed PB #20240250 0 C v '— O o CL O ((� 0 .— cn O Q 0 v7 LOI I 00 00 „ f�, c, --� 0 � W ® 9 � A � ®Z z DC J p N � N Subdivision Plan DATE DESCRIPTION REVISIONS DATE: July 24, 2024 JOB NO.: S23-156.24 TAX MAP: 179.-3-29.211 SCALE: 1 " 25 = 50' 0 25 50 S 1 S23-156.24 . \J\JCUrPIf7UW, L•tl NuyuCross live GaSL JLJ—IJO\JLJ-1.70 �carpmalco JUtSUIvIJIVIV F-LHN.aWg SHEET OF