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HomeMy WebLinkAbout20200518 Louden Rd Subdivision Plans As-ApprovedLOUDEN ROAD RESIDENTIAL CONSERVATION SUBDIVISION 406 LOUDEN ROAD CITY OF SARATOGA SPRINGS / TOWN OF WILTON SARATOGA COUNTY., NEWYORK 3r T CITY OF SARATOGA SPRINGS MARK TORPEY, Chair PLANNING BOARD JAMIN TOT1N0, Vice Chair TODD FABOZZI City Hall - 474 Broadway RUTH HORTON Saratoga Springs, New York 12866 SARA BOIVIN Tel: 518-587-3550 fax: 518-580-9480 LEXIE BONITATIBUS `+ \ �' P, �f , '' www.saratoga-springs.org KERRY MAYO SHAWNA JENKS, Alternate OTI CE OF DECISION IN THE MATTER OF THE APPLICATION #20200518 LOUDEN ROAD SUBDIVISION 406 LOUDEN ROAD SARATOGA SPRINGS, NY 12866 Involving the premises with tax parcel # 154.-2-&22 & 99.1, in the City of Saratoga Springs, on an application for final subdivision plat review of a 5-lot conservation subdivision within the Rural Residential District with the Planning Board who met on September 10, 2020 and made the following decision(s) with a 7-0 vote (in favor: Torpey, Totino, Fabozzi, Horton, Boivin, Bonitatibus, Mayo): In accordance with 6 NYCRR Part 617, the Planning Board classified this request as an Unlisted Action, F71 Issued a Negative SEQRA Declaration on June 25, 2020 ® Issued final subdivision plat approval of a 5-lot conservation subdivision as per the requirements set forth in the City of Saratoga Springs Subdivision Regulations with the following conditions: • Final subdivision plat and conservation easement language shall reference the Planning Board's Conservation Area and No -Cut Buffer Policy, • The final plat shall delineate the conservation area and provide physical markers and signage denoting this area and shall be reviewed and approved by the Chair prior to signing of the final plat. • Conservation easement language shall be incorporated into the property deed, approved by the City Attorney, and include reciprocal rights of enforcement by all property owners of the provisions of the conservation easement. • The final plat shall include addressing for the new lots per approval by the Department of Public Works. • Final plans shall be to the satisfaction of the City's Designated Engineer and the Department of Public Works. • In lieu of installation of pedestrian accommodations along the Louden Road and Bog Meadow Run frontages the applicant shall contribute $25,000 (inclusive of the required subdivision recreation fee) toward a feasibility study and/or construction of a publicly accessible multi -use trail on the North side of Louden Road. This amount was determined by the length of the Louden Road frontage and the construction cost per linear foot (LF) of a multi -use trail as determined by DOT and upon recommendation by the Complete Streets Committee and the City along with the Town of Wilton and Saratoga County in furtherance of the shared long-term need for public trail connections in this area. • The Planning Board recommends that the City Council use the required recreation fee in lieu of dedication of recreational lands ($10,000) toward the design and/or construction of the abovementioned multi -use trail. The applicant is required to complete the following as per the City of Saratoga Springs Subdivision Regulations: • Deliver- a letter of credit or cash escrow as a performance guarantee to the City for required on- and off -site improvements. • Submit a fee in lieu of recreational lands of $2,000 for each new residential lot per Appendix A of the Subdivision Regulations. • Submit two (2) mylar and two (2) paper copies of the final approved subdivision plat for signature by the Planning Board Chair. 20200518 Louden Read Subdivision Page 2 • File the signed final subdivision plat with the Saratoga County Clerk within sixty-two (62) days as provided in Article 3, Section 32 of General City Law. This approval shall expire if not enacted within 180 days as set forth in the City of Saratoga Springs Subdivision Regulations Article 11, Section I. D.15. September 21, 2020 `—`� 4 Date Chair cc: Zoning and Building Inspector, DPW, DPS, Accounts Dept., Applicant, File SITE STATISTICS - SARATOGA SPRINGS TAX MAP ID SIZE ZONING 154.-2-8.22 11.06± AC RR (RURAL RESIDENTIAL) 154.-2-99.1 0.20± AC RR (RURAL RESIDENTIAL) TOTAL AREA = 11.26± AC RURAL RESIDENTIAL ZONING REQUIREMENTS* PERMITTED USE SINGLE FAMILY RESIDENTIAL MIN. LOT SIZE 2 AC MIN. AVERAGE LOT WIDTH 200 FT MIN. PERCENT PERMEABLE 80 MAX. PRINCIPAL BUILDING HEIGHT 35 FT MAX. PRINCIPAL BUILDING COVERAGE 15 MIN. YARD SETBACKS FRONT 60 FT REAR 100 FT EACH SIDE / TOTAL SIDE 30 FT / 100 FT CONSERVATION SUBDIVISION CALCULATIONS PROPOSED USE SINGLE FAMILY RESIDENTIAL TWO FAMILY RESIDENTIAL TOTAL AREA 11.26± AC CONSTRAINED LAND JURISDICTIONAL WETLANDS STEEP SLOPES (>25%, >2,000 SF CONTIGUOUS) FLOOD PLAIN UNCONSTRAINED LAND ALLOWABLE DENSITY CALCULATION (RR ZONE) UNCONSTRAINED LAND / MIN. LOT SIZE (11.26 / 2 = 5.6, ROUND UP TO 6) MIN. REQUIRED CONSERVATION AREA (50% UNCONSTRAINED LAND) PROVIDED CONSERVATION AREA (DEED RESTRICTION) 0 AC 0 AC 0 AC 11.26± AC *RURAL RESIDENTIAL ZONING REQUIREMENTS NOT APPLICABLE TO CONSERVATION SUBDIVISION PROPOSED MIN. YARD SETBACKS FRONT REAR SIDE PROPOSED LOTS PROPOSED RESIDENTIAL UNITS TOTAL RESIDENTIAL UNITS SINGLE FAMILY SINGLE FAMILY OR TWO FAMILY SITE STATISTICS - TOWN OF WILTON TAX MAP ID SIZE ZONING 154.-1-47.1 0.48± AC R-2 (RESIDENTIAL-2) TOTAL AREA = 0.48± AC RESIDENTIAL-2 ZONING REQUIREMENTS PERMITTED USE SINGLE FAMILY RESIDENTIAL MIN. LOT SIZE 80,000 SF MIN. LOT FRONTAGE 250 FT MIN. GREEN SPACE 35 MAX. BUILDING HEIGHT 35 FT MIN. BUILDING FLOOR AREA 720 SF MIN. YARD SETBACKS FRONT 50 FT REAR 50 FT SIDE 40 FT N SITE LOCATION MAP: SCALE: 1" = 1,000' DRAWING INDEX SHEET NO. SHEET DESIGNATION SHEET NAME 1 C1 COVER SHEET 2 C2 GENERAL NOTES AND LEGEND 3 C3 SITE SURVEY 4 C4 CONSERVATION ANALYSIS PLAN 5 C5 SUBDIVISION PLAT 6 C6 DEVELOPMENT PLAN 7 C7 EROSION CONTROL PLAN 8 C8 SITE AND WATER SYSTEM DETAILS 9 C9 SEWAGE DISPOSAL SYSTEM DETAILS 10 C10 EROSION CONTROL DETAILS AREA AND BULK SCHEDULE MIN. LOT DIMENSIONS MAX. BUILDING COVERAGE MIN. YARD SETBACKS PRINCIPAL BUILDINGS MIN. DISTANCE TO ACCESSORY BUILDING (%) (FT) (FT) AREA WIDTH PERCENT PERMEABLE PRINCIPAL ACCESSORY FRONT REAR EACH TOTAL MIN. 1ST FLOOR AREA MAX. HEIGHT PRINCIPAL FRONT SIDE REAR (AC) (FT) (%) BLDG BLDG SIDE SIDE (SF) (FT) BLDG LOT LINE LOT LINE LOT LINE 1.617 150 75 15 5 50 20 20 40 N/A 35 5 50 20 20 CITY OF SARATOGA SPRINGS STANDARD NOTES: 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, 6 RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL 5.63 AC GEODETIC VERTICAL DATUM, 1929. 3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF 5.65 AC 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 THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE PROJECT. 50 FT 6. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC 20 FT WORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 20 FT 7. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING 5 OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD OR RIGHT-OF-WAY. 4 8. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN 2 ACCORDANCE WITH THE APPROVED PLANS; AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. 6 9. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING CITY OF SARATOGA SPRINGS APPROVAL STAMP AREA AND BULK SCHEDULE NOTE: 1. REFER TO SHEET C5 SUBDIVISION PLAT FOR ADDITIONAL LOT SPECIFIC CRITERIA. SARATOGA SPRINGS PLANNING BOARD NO. 20200518 CIT DEVELOPMENT I ENGINEERING LANDSCAPE ARCHITECTURE, PLLC 20 Reservation Avenue Saratoga Springs, NY 12866 www.citedev.com OWNER/APPLICANT: WADE NEWMAN 20 RESERVATION AVENUE SARATOGA SPRINGS, NY 12866 z 0 LO w z O Ln Ln m Ln Y O Z � z _0 m D � z O w 0 _ ( 0 f-- < _ � Q Q z W of LJJ (f) z I. U Z a� Q 00 U a J V) O Z L) LLj a O UO z LLj o LJ� 0 O J 0 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROJ: 19004 DATE: AUGUST 10, 2020 MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT SO DESIGNATES SHEET NO.: 1 OF 10 GENERAL CONSTRUCTION NOTES: 1. EXISTING CONDITIONS INFORMATION SHOWN HEREIN IS BASED UPON THE SITE SURVEY ENTITLED "BOUNDARY & TOPOGRAPHY FOR CITE DEVELOPMENT, ENGINEERING & LANDSCAPE ARCHITECTURE, PLLC" DATED SEPTEMBER 27, 2019, PREPARED BY CORNER POST LAND SURVEYING, PLLC. 2. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. 3. THE SIZES, LOCATIONS AND ELEVATIONS OF BUILDING FOOTPRINTS AND SITE FEATURES TO BE CONSTRUCTED WITHIN THE PROPOSED DEVELOPMENT ENVELOPES ARE SCHEMATIC AS SHOWN. FINAL LOT DESIGN WITHIN THE PROPOSED DEVELOPMENT ENVELOPES SHALL BE IN ACCORDANCE WITH THESE PLANS AND BE SHOWN ON THE FINAL BUILDING PLOT PLAN CERTIFIED BY A PROFESSIONAL ENGINEER SUBMITTED TO THE BUILDING DEPARTMENT AS PART OF SUBMISSION FOR BUILDING PERMIT. 4. PROPOSED UTILITIES TO BUILDINGS SHALL BE INSTALLED PER UTILITY PROVIDER'S REQUIREMENTS. RESTORE SURFACE ABOVE UTILITIES TO NATURAL CONDITION UNLESS OTHERWISE INDICATED ON PLANS. 5. UNDERGROUND UTILITIES SHOWN ARE TAKEN FROM FIELD LOCATION WHERE POSSIBLE AND FROM RECORD DATA. THEIR EXACT LOCATION IN THE FIELD MAY DIFFER FROM THAT SHOWN HEREIN AND ADDITIONAL UTILITIES MAY EXIST. CALL DIG SAFELY NEW YORK AT 1-800-962-7962 TO HAVE UTILITIES MARKED ON SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. INDIVIDUAL LOT DEVELOPMENT NOTES: 1. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE BY A NEW YORK STATE LICENSED LAND SURVEYOR. 2. THE CONTRACTOR SHALL RESTORE TO THE ORIGINAL CONDITION ALL PHYSICAL FEATURES (LAWNS, DRIVEWAYS, CULVERTS, SIGNS AND OTHER PUBLIC OR PRIVATE PROPERTY) DAMAGED OR REMOVED AS A RESULT OF THE WORK. ORIGINAL CONDITION SHALL MEAN THE CONDITION IN WHICH THE FEATURE WAS FOUND AT THE START OF THE WORK. REPLACEMENT WILL BEAT THE CONTRACTOR'S EXPENSE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. 4. THE CONTRACTOR SHALL SECURE AND COMPLY WITH ALL REQUIRED PERMITS AND ASSOCIATED CONDITIONS. 5. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL AND SAFETY MEASURES DURING CONSTRUCTION. 6. NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE SITE PROPERTY LINES OR PUBLIC RIGHT-OF-WAY. 7. EXPLORATORY EXCAVATIONS SHALL BE PERFORMED AT UTILITY CONNECTION LOCATIONS TO VERIFY EXISTING CONDITIONS PRIOR TO WORK. 8. BEFORE CONSTRUCTING LINES TO CONNECT TO EXISTING UTILITIES, VERIFY EXISTING UTILITY INVERTS AND NOTIFY THE ENGINEER IF ANY VARIATION FROM THE PLAN IS REQUIRED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF THE WORK, AS REQUIRED. 10. PROTECT FROM DAMAGE ALL EXISTING PHYSICAL FEATURES NOT INDICATED OR REQUIRED TO BE REMOVED FOR THE WORK. 11. STRIP ALL EXISTING ORGANIC SOIL FROM ALL AREAS WITHIN THE PROJECT'S LIMIT OF DISTURBANCE WHERE EXCAVATION OR FILL IS REQUIRED. UNCONTAMINATED ORGANIC SOILS FROM LAWN AND LANDSCAPED AREAS WILL BE ACCEPTABLE FOR RE -USE AS TOPSOIL. STOCKPILE ALL STRIPPED ORGANIC SOIL. DO NOT STOCKPILE NON -ORGANIC MINERAL SOIL OR OTHER CONTAMINATED MATERIALS WITH TOPSOIL. 12. FINE GRADE, TOPSOIL, SEED AND MULCH ALL AREAS DISTURBED BY THE WORK, AND NOT SPECIFIED TO BE COVERED BY BUILDINGS, PAVEMENTS, OR OTHER FINISHED SURFACES. RESTORE ALL EXISTING CONSTRUCTION TO ORIGINAL CONDITION, UNLESS SHOWN OR DIRECTED OTHERWISE. 13. PROVIDE SUMP PUMPS OR FOUNDATION DRAINS TO DAYLIGHT AS REQUIRED. 14. RESTORE AREAS AFFECTED BY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY (ROW) TO MATCH EXISTING CONDITION. 15. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, AN AS -BUILT DRAWING MUST BE PREPARED AND SUBMITTED TO THE CITY SATISFYING THE REQUIREMENTS OF THE CITY ENGINEER. SPDES GENERAL PERMIT (GP-0-20-001) COMPLIANCE NOTES: 1. COVERAGE UNDER THE NEW YORK STATE DEPARTMENT OF CONSERVATION (NYSDEC) STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES, PERMIT NO. GP-0-20-001 IS REQUIRED PRIOR TO CONSTRUCTION ON LOTS 1, 2, 3 AND 4." COVERAGE SHALL BE OBTAINED BY SUBMISSION OF A SIGNED NOTICE OF INTENT AND MS4 SWPPP ACCEPTANCE FORM TO NYSDEC. 2. CONSTRUCTION OF THIS PROJECT IS SUBJECTTO THE REQUIREMENTS OF THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP), AND THE SPDES GENERAL PERMIT (GP-0-20-001). 3. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL READ AND UNDERSTAND THE CONDITIONS OF THE GENERAL PERMIT (GP-0-20-001) AND PROJECT SWPPP FOR THIS PROJECT. 4. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL SIGN A COPY OF THE GENERAL PERMIT CERTIFICATION STATEMENT PROVIDED IN THE APPENDICES OF THE PROJECT SWPPP. 5. THE OWNER/OPERATOR SHALL FILE A NOTICE OF INTENT (NOI) WITH THE NYSDEC PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF ALL SWPPP COMPONENTS OUTLINED IN THE SWPPP REPORT AND PROJECT PLANS. 7. THE CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION CONFERENCE WITH THE OWNER AND/OR OWNER'S REPRESENTATIVES AND QUALIFIED PROFESSIONAL AT LEAST SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. PRIOR TO CONSTRUCTION OF EACH LOT, THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED IN THE SWPPP REPORT AND PROJECT PLANS. 9. TEMPORARY DIVERSION MEASURES SHALL BE LOCATED IN A MANNER THAT ENSURES THAT THE AREA TRIBUTARY TO EACH DIVERSION DOES NOT EXCEED ITS CAPACITY. THESE TEMPORARY DIVERSION MEASURES SHALL BE INSPECTED DAILY AND REPAIRED/STABILIZED AS NECESSARY TO MINIMIZE EROSION. 10. ROUTINE WEEKLY INSPECTIONS BY A QUALIFIED PROFESSIONAL AS DEFINED IN THE PROJECT SWPPP ARE REQUIRED BY THE CITY OF SARATOGA SPRINGS FOR THIS PROJECT. ROUTINE INSPECTIONS BY A TRAINED CONTRACTOR AS DEFINED IN THE PROJECT SWPPP ARE REQUIRED FOR THIS PROJECT. 11. THE OWNER/OPERATOR SHALL FILE A NOTICE OF TERMINATION (NOT) WITH THE NYSDEC UPON COMPLETION OF CONSTRUCTION ACTIVITIES, SITE STABILIZATION, AND FINAL ASSESSMENT BY A QUALIFIED PROFESSIONAL. SPDES GENERAL PERMIT (GP-0-20-001) SOIL RESTORATION NOTE: 1. THE CONTRACTOR SHALL IMPLEMENT SOIL RESTORATION MEASURES TO ALL COMPACTED SOILS IN ACCORDANCE WITH THE PROJECT STORMWATER POLLUTION PREVENTION PLAN AND SECTION 5.1.6 OF THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL. DEMOLITION AND REMOVALS NOTES: 1. THE CONTRACTOR SHALL COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS AND RELOCATIONS WITH THE PROPOSED WORK. CONSULT ALL DRAWINGS AND SPECIFICATIONS WITH ALL TRADES BEFORE COMMENCING THE WORK, AS APPLICABLE. 2. CONFORM TO APPLICABLE CODE FOR DEMOLITION OF STRUCTURES, SAFETY OF ADJACENT STRUCTURES, DUST CONTROL, RUNOFF CONTROL, AND HAULING, DISPOSAL AND STORAGE OF DEBRIS. 3. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING DEMOLITION OPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY OWNER AND AUTHORITIES HAVING JURISDICTION. 4. PROTECT EXISTING FEATURES THAT ARE NOT TO BE DEMOLISHED. 5. TREE AND SHRUB REMOVAL SHALL INCLUDE REMOVAL OF THE ENTIRE STUMP AND ROOT SYSTE M. 6. SAWCUT EXISTING PAVEMENT (CONCRETE OR ASPHALT) AS REQUIRED TO FORM A CLEAN STRAIGHT EDGE PRIOR TO REMOVAL. 7. CONDUCT OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES. 8. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. ALL EXCESS MATERIALS SHALL BE TRANSPORTED OFF SITE AND LEGALLY DISPOSED OF. EROSION AND SEDIMENT CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE IN STRICT COMPLIANCE WITH THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL," CURRENT EDITION. 2. THE LIMITS OF DISTURBANCE FOR ANY PROPOSED SITE CLEARING OR GRADING SHALL BE ESTABLISHED PRIOR TO COMMENCEMENT OF WORK. 3. ESTABLISH THE LOCATION OF PROPOSED EROSION AND SEDIMENT CONTROL MEASURES (STABILIZED CONSTRUCTION ENTRANCE, SILT FENCE, TOPSOIL STOCKPILE AREA, ETC.). CLEAR SAID LOCATIONS FOR INSTALLATION. 4. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 5. INSTALL SEDIMENT BARRIERS AND TRAPS (SILT FENCE, BASIN TRAPS, OUTLET PROTECTION, ETC.). INSTALL ADDITIONAL TRAPS AND BARRIERS AS NEEDED DURING GRADING OPERATIONS. 6. INSTALL RUNOFF CONTROL MEASURES (DIVERSIONS, OUTLET PROTECTION, ETC.) AND ADDITIONAL RUNOFF CONTROL MEASURES AS NEEDED DURING CONSTRUCTION. 7. CLEAR AND GRADE THE PROPOSED AREA OF DISTURBANCE. 8. APPLY SURFACE STABILIZATION MEASURES. AREAS UNDERGOING CLEARING OR GRADING, AND WHERE WORK IS DELAYED OR COMPLETED AND WILL NOT BE REDISTURBED FOR TWENTY ONE (21) DAYS OR MORE, SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT VEGETATIVE COVER WITHIN SEVEN (7) DAYS. IN SPRING, SUMMER OR EARLY FALL APPLY RYE GRASS AT A RATE OF 1 LB/1000 SF IN LATE FALL OR EARLY SPRING, APPLY CERTIFIED AROOSTOOK RYE AT A RATE OF 2.5 LBS/1000 SF OR WOOD FIBER HYDROMULCH AT THE MANUFACTURER'S RECOMMENDED RATE. HAY OR STRAW SHOULD BE ANCHORED. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT THE COURSE OF CONSTRUCTION. 10. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST BY PERIODICALLY SPRINKLING EXPOSED SOIL AREAS WITH WATER AS REQUIRED. THE CONTRACTOR SHALL SUPPLY ALL EQUIPMENT AND WATER NECESSARY TO PERFORM THIS WORK. 11. WHEN ALL DISTURBED AREAS ARE STABLE, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED. 12. THE EROSION CONTROL MEASURES DEPICTED ON THESE PLANS ARE THE MINIMUM REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING ALL GENERAL AND PARTICULAR MEASURES DEEMED NECESSARY BY THE CITY ENGINEER OR OWNER'S FIELD REPRESENTATIVES. 13. CONSTRUCTION TRAFFIC SHALL NOT CROSS STREAMS OR DITCHES EXCEPT AT SUITABLE CROSSING FACILITIES AND SHALL NOT OPERATE UNNECESSARILY WITHIN WATERWAYS OR DRAINAGE DITCHES. 14. STABILIZED CONSTRUCTION ENTRANCES UTILIZED DURING CONSTRUCTION SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY SHALL BE CLEANED AND REMOVED IMMEDIATELY. 15. EXCESS SOIL (IF IT IS NOT USED IMMEDIATELY FOR GRADING PURPOSES) SHALL BE STOCKPILED AND SURROUNDED BY HAY BALE BERMS OR SILT FENCING. ALL STOCKPILES OF FILL, TOPSOIL OR EXCAVATED OVERBURDEN SHALL BE ANCHORED AND MAINTAINED IN GOOD CONDITION IN ACCORDANCE WITH THE SWPPP AND PROJECT PLANS. GRADING AND TREE PROTECTION NOTES: 1. ALL EARTHWORK GRADING SHALL BE BLENDED SMOOTHLY AND EVENLY INTO EXISTING CONDITIONS. 2. ALL SLOPES OF 2 ON 1 OR STEEPER ARE TO BE STABILIZED WITH STONE RIPRAP OR SOIL STABILIZATION FABRIC, WHERE APPLICABLE. 3. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 4. TEMPORARY TREE PROTECTION: PROVIDE TEMPORARY FENCING, BARRICADES OR OTHER SUITABLE GUARDS LOCATED OUTSIDE THE TREE DRIP LINE (OUTER PERIMETER OF BRANCHES) TO PROTECT TREES AND OTHER PLANTS AS IDENTIFIED TO REMAIN. 5. WHERE EXCAVATION FOR NEW CONSTRUCTION IS REQUIRED WITHIN DRIP LINES OF EXISTING TREES TO REMAIN, HAND EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. USE NARROW TINE SPADING FORKS AND COMB SOIL TO EXPOSE ROOTS. DO NOT ALLOW EXPOSED ROOTS TO DRY OUT BEFORE PLACING PERMANENT BACKFILL. 6. DO NOT REGRADE MORE THAN 6" ABOVE EXISTING GRADE AROUND TREES TO REMAIN. LAYOUT NOTES: 1. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED. TOPSOIL AND SEEDING NOTES: 1. ALL LAWN AREAS OF THE SITE SHALL RECEIVE A MINIMUM OF 4 INCHES OF TOPSOIL, MEETING THE FOLLOWING CRITERIA: ORGANIC MATTER 2% - 20% pH 6-7.6 MAXIMUM PARTICLE SIZE 1-1/2 INCH 2. SEED MIXTURES FOR USE ON LAWN AREAS (AREAS TO BE MAINTAINED): ALTERNATIVE A 55% KENTUCKY BLUE GRASS BLEND (SUNNY SITE) 25% RED FESCUE 20% PERENNIAL RYEGRASS ALTERNATIVE B 80% SHADE TOLERANT (SHADY SITE) KENTUCKY BLUE GRASS BLEND 20% PERENNIAL RYEGRASS SEED SHALL BE APPLIED AT A RATE OF 8 LBS PER 1,000 SF 3. EXECUTION: A. LANDSCAPE WORK SHALL BE UNDERTAKEN AS SOON AS SITE AREAS ARE AVAILABLE. B. PERFORM FINE GRADING TO FINISHED ELEVATION ONLY IMMEDIATELY PRIOR TO PLANTING. PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN SURFACE, FREE OF DEPRESSIONS OR RIDGES WITH A UNIFORM LOOSE, FINE TEXTURE. C. THE SOIL SHALL BE TESTED FOR pH AND, LIME SHALL BE ADDED IN THE AMOUNT RECOMMENDED FOR EACH PLANT SPECIES IF NECESSARY. SLOW RELEASE NITROGEN STARTER FERTILIZER SHALL BE APPLIED AT 5 LBS. PER 1,000 SF, UNLESS OTHERWISE SPECIFIED BY MANUFACTURER. D. ALL SEEDED AREAS SHALL BE PROTECTED FROM EROSION BY A UNIFORM BLANKET OF STRAW NOT LESS THAN 1-1/2" LOOSE, TO BE APPLIED ONCE PLANTING IS COMPLETED. E. ALL SEEDED SLOPES SHALL BE PROTECTED FROM EROSION WITH JUTE MESH OR APPROVED EQUAL. F. ALL NEWLY PLANTED AREAS SHALL BE KEPT MOIST BY WATERING UNTIL TURF IS WELL ESTABLISHED. SIGHT DISTANCE NOTES: 1. AT THE PROJECT LOCATION, THE POSTED SPEED LIMIT FOR LOUDEN ROAD IS 45 MPH AND THE POSTED SPEED LIMIT FOR BOG MEADOW RUN IS 30 MPH. 2. PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO), THE MINIMUM STOPPING SIGHT DISTANCE (SSD) VALUES ARE AS FOLLOWS: e SSD = 360 FT FOR A 45 MPH ROAD • SSD = 200 FT FOR A 30 MPH ROAD 3. AVAILABLE STOPPING SIGHT DISTANCE MEASUREMENTS WERE OBTAINED IN THE FIELD, AND ARE SUMMARIZED BELOW: LOT ID SSD LEFT SSD RIGHT 1 > 500 FT > 450 FT 2 > 410 FT > 600 FT 3 > 350 FT > 690 FT 4 > 700 FT > 1,000 FT (EXISTING LOT) 5 > 1,000 FT > 800 FT REGULATED WETLAND NOTE: 1. NO STATE OR FEDERALLY REGULATED WETLANDS ARE PRESENT ON THE PROJECT SITE. INDIVIDUAL LOT DRIVEWAY NOTES: 1. DRIVEWAYS SHALL BE CONSTRUCTED FOR EACH LOT IN ACCORDANCE WITH THE NEW YORK STATE RESIDENTIAL AND FIRE CODES. 2. DRIVEWAYS SHOWN WITHIN DEVELOPMENT ENVELOPES ARE SCHEMATIC IN NATURE AND SHALL BE DETERMINED BASED UPON FINAL HOUSE LOCATION. 3. DRIVEWAYS SHALL HAVE A MAXIMUM GRADE OF 12% AND BE CONSTRUCTED OF ASPHALT PAVEMENT OR OF A SUITABLE COMPACTED AGGREGATE SURFACE. DRIVEWAY APRONS AT ROADS SHALL HAVE A MINIMUM RADIUS OF 10'-0". MAINTENANCE AND PROTECTION OF TRAFFIC NOTES: 1. CONTRACTOR SHALL FURNISH FLAGMEN AND MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT AND CITY OF SARATOGA SPRINGS TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE DURING CONSTRUCTION ACTIVITIES THAT INVOLVE PUBLIC ROADS. 2. DISTURBANCES TO PUBLIC ROADS SHALL BE RESTORED AT THE END OF EACH WORK DAY. EXISTING LEGEND FIP O FOUND IRON PIPE © WELL FIR O FOUND IRON ROD D4 WATER VALVE FCIR O FOUND CAPPED IRON ROD WATER SHUT OFF SCIR O SET CAPPED IRON ROD FIRE HYDRANT CM Ill FOUND CONCRETE MONUMENT cv Da GAS VALVE CiDL)UTILITY POLE El CATCH BASIN O UTILITY RISER/BOX SEWER MANHOLE CONIFEROUS TREE © DRAINAGE MANHOLE DECIDUOUS TREE TP TEST PIT OVERHEAD WIRES o CHAIN LINK FENCE LINE STONE WALL WOOD FENCE LINE x WIRE FENCE LINE EDGE OF WOODS CITY OF SARATOGA SPRINGS APPROVAL STAMP PROPOSED LEGEND LOT ID AND AREA =19194AVARP►N BUILDING SETBACK / CONSERVATION EASEMENT MAJOR CONTOUR MINOR CONTOUR 268 SPOT ELEVATION CONSERVATION AREA SEPTIC TANK SEWAGE DISPOSAL SYSTEM AND RESERVE AREA WELL I:[el1110IN DRIVEWAY WITH TURNAROUND DIRECT SURFACE RUNOFF UNDERGROUND UTILITIES X 283.00 LJ L J e C- UTEc LIMIT OF DISTURBANCE --....... -- _..._.................._....... SILT FENCE STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA TEST PIT LOCATION ABBREVIATIONS: FFE GFE BFE FES INV UTEG SF r- 7 L 1_J' �TP-# FINISHED FLOOR ELEVATOIN GARAGE FLOOR ELEVATION BASEMENT FLOOR ELEVATION FLARED END SECTION INVERT UNDERGROUND UTILITY LINE (TELEPHONE/ELEC/GAS) SARATOGA SPRINGS PLANNING BOARD NO. 20200518 CIT DEVELOPMENT I ENGINEERING LANDSCAPE ARCHITECTURE, PLLC 20 Reservation Avenue Saratoga Springs, NY 12866 www.citedev.com OWNER/APPLICANT: WADE NEWMAN 20 RESERVATION AVENUE SARATOGA SPRINGS, NY 12866 z O L > w z O un co D V) Y Of O z � z _O cn 0 z _> m V Uj z J oz o 0 Q (D z O _O F" I-- Q Q = < Q 1.1J w z Ln z CL 0O Q 3O J J Of � _Q N r_ Or_ �-- >_ W z z W Q a O W r °C n `J W z LU o O _J 0 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROD: 19004 DATE: AUGUST 10, 2020 C2 SHEET NO.: 2 OF 10 L0 O a 04 0 A O 00 O n' -1 �!z NM #25 MAP REFERENCES: O 1. MAP OF BOG MEADOW MANOR SUBDIVISION, BY THE ENVIRONMENTAL DESIGN _;0,! PARTNERSHIP, SURVEYING & ENGINEERING, DATED APRIL 5, 1990, AND FILED AT THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. B-216. I LANDS NOW OR OI FORMERLY OF 2. SURVEY OF A PORTION OF LANDS OF MARLENA THOMPSON BROWN AND O -I ! GARY STONE O I ALICIA THOMPSON, BY THE MAC FARLANE LAND SURVEY COMPANY, L.L.S., ! BOOK 1523 OF DEEDS DATED FEBRUARY 9, 1999. AT PAGE 498 �_ I 3. SURVEY OF LANDS OF THE UPPER NEW YORK ANNUAL CONFERENCE OF LANDS NOW OR FORMERLY OF N 07° 51' 05" W z THE UNITED METHODIST CHURCH, BY NORTHEAST LAND SURVEY & LAND GARY E. STONE WOODED G� DEVELOPMENT CONSULTANTS, P.C., DATED OCTOBER 10, 2014, AND FILED INSTRUMENT DOC. NO. 2016018768 250.52 AREA / I DGE OF AT THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. M2015071. ! ( 16" TREES 1 I PVM ! 16" T EES _ FIR I • » _ N 75 57 53 E a WOODED 1 6" TREE / -I- ' I M 126.29' / / FIR POST �,�► 1 1 CM 14\TRE FIELD/BRUSH `- / \ -�� \ \ n M AREA % J �(4„' TRE� / X '� 4' "" 16�I�✓ REE I \ 1 WOODED NM #2 \ FIELDR/BRRUSH 16" TREE-27 24" TREE ( /Fj' 27" W /S )16" TR 12" TREE \22 TREE I I �o� CLAY „ TEL O N % 4 ..� / / / 28 TREE f \ wooD�D I PIPE 24 TREE �I P OST O - - 2O' / I `� 1 " TREES AREA ' 28" TREE N \� X 18 TREE 8t ,�»� 1 I cr % f_ j II o 24" TREE-22 - -e� ' "' 46/ / „ 4REE \ DEED N L7 C�0' OAKS-25 26" 31 ( 1g" TREE / 20 I / I I LINE(S) (250' X 250'i LOT) \ 1 S 24 DE��RE \ 30 d45 4 - 4 28 47 24 TFEE j l ti°' PAVEDRIVE16 -29 CHERRY TREE-21 20" TREE-28 a� 4''-t32 1�6" 43 I 9 ai°cv / / I I » f / -3 \BOIX FIR ?y o 146 I / CIDI I \ 40 WILLOWS * \ 36" TREE-19 \ 18"REE-24 I 2�,V0 0D 1 18" 49I ` ( I o I 50 TREE 4� / II / M26. __---� 4 -3 % I l 24" TREE /`� N I / / / CEDARS 28" OAK-23\ \ 20"- 3 T WOODED o VC8"TEE I DEC cr � 1 � � I I COC NORTH ORIENTATION GRID NORTH SARATOGA SPRINGS PLANNING BOARD NO. 20200518 36 TREE-16 200- 24 35 18"-4 aC AREA N 16 REE » 24" TREE-18 \ \ 20�-4 L�'»_�O AREA COVER �i ::: ;HOUSE : ; : AREA I \ \ N 67° 52 09 E \ 18"- 6 I \ 1 ^ x a18" TREE I I l \ 14" TREE / \ SEPTIC I w o 128.83 \ ' 14" TREE � CED R ¢ \ 20" 52 \\ x 18" TFQEE I a I DECK I \ T16 37 \ \ 30 TR / \ G18 TREE \ ' / \ 1 \� ( G 20 TREE \ \ \ \ • P11 ED CATCH BASIN 1 0 WOODED 22 �9 \24 40 \ ' \ 16' TREE 24 TREE I I CE RS• \ ROAD \ - I I I N AREA \ '{- _ff- �16 13P I - \ \ \ 24" REE \�� \ ~ 24" TREE wooDsjBRusH I 1 CHAIN 28" TR o WELL IBLE C AR \ RIM 300.7' / I WOODED \ \ I I \ ' 24 54 1 18" TREEI AEA LINK " 28'° TR� \ DECIDUOUS 20" TREE \ \ I �ENCE \ \AWN PAVED RO \ \ t♦ / l \TYPE TREE\ \ I I J I I I \ / I I A EA DRIVE I ` \ \ 1 �81 30' REE I I ' \ \ 1Rz, 2 2 5I I �TAL PA C E L / I 36 TREE ` OO \ \ \ �/ 1 l �" \ ' I BRUSH TIGHT I 304- I I \ 1 �6 \ 20 TREE I AREA - . 7 `t ± AC . / 1 TREE \ I GA J' I / AREA \ 1.? \ �\ LAWN POS NM #27 1 \ \\ 20 - 7 / CITY OF SARATOGA SPRf�1 ° 1 GS O.D. 24 TREE 24 TREE 18 AREA II I \ o % _ ( \ REES GARAGE \ 2� 9 j8 5� ' 1 TAX MAP NO. 154 - 2 - 8. 2 & 99.1 I \ \ \ ( * - ) I WOOD \ 16' TREE 1 I TOWN/CITY EDGE OFX \ "-�$ \ , / I l AREA - 11.26 f 1 AREA 16 TREE I i C-A18 THE LINE \ PVMT. I \ 1 \ l I 1 \ � 206 \ TOWN OF WILTON I 26 TREE-11 ` l TP 4 306 - I \ I \ (TAX MAP NO. 154 - 1 - 47.1) I ` CONC.❑ WOODS/BRUSH \ \ I CoI \ \ \ I \ BL K 3 AREA 1 3� N ' ` 1 1 30�2� * AREA = 0.48 f A 1 1 DEBR'�S I1 �1 % \ BRUSH I WOODS/BRUSH I ���RE \ I I O LANDS NOW OR \ (MAP REFERENCE NO. & 2) 1 \ \ AREA ° I \ ' \ AREA I 16' TREES � I 2REE �\ \ ° (SEE NOTE N0. 8) FORMERLY OF fr� ' DEED REFERENCE NO 1 18"\ \ \ I (OLD LOUDEN RD.) JACK M. & SUSAN re) I ( TAX M P NO. 154-2-8.�2) 1 I \ \ \ \ I \ \29� \ I I ,0nl I \ A. KRESS \ \\ \ I I "� (I� 22EINSTRUMENT DOC. - wooD=d%R ! II I / NM #27.5I AREA WOODEDN0. 2017023823 TP TREE\(LOT 30) N WOOD I AREA 36" TR�EE A 2TREE J OLD WATER" N / LINE! � o 10 f tJ 1 I \\ao 1 \ INI�� 14 TREE-13 I � /I WOODED WOODED QQ AREA ( I - FCI F (MAP REFERENCE NO. 1) AREA 20" TREE WOODED WOODS/BRUSH CHAIN 3O°AREA IARALINK IR WOODED 20"I TREE` 7� FENCE o 16" 1REE-14 AREA 0"\ F TREE �2" S 07 ,o 14N 5° 30' E I \� \ _\-�� LANDS NOW OR I 2s8 3 .76' \ \ � i DEED AND \ �C\ FORMERLY OF 2o�TREE \�- - THE CITY OF 266 \ \ TAX MAP LINE'.\ -OFIR \ \ \ \\ \\\ / SARATOGA SPRINGS GN CITY OF SARATOGA SPRINGS APPROVAL STAMP APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON DATE N 63° 03' 48" E 217.28' TOWN OF WILTON: (DEED REFERENCE NO. 1) TAX MAP NO. 154-1-47.1 LE. BENCHMARK: HYDRANT WEST LOWER FLANGE BOLT - WITH AN "X" MARK ON TOP ELEV. = 305.5' Z \ \ o PAVED ROAD \ l \. e I ITP(DEED1REFERENCE N0. 2) -1- \ \ ) l \ BOOK 1433 OF DEEDS / LANDS NOW OR / a / TAX MAP N0. 154-�L-99.1� - II Q N / I AT PAGE 418 � FORMERLY OF I / / _ ,� - _ _ -_\ I I WESLEY HEALTH �LEC. BO _ a� - CARE CENTER, INC. CATv TEL �- �- e � O S Q�° 30-44 - - =� '` 7 j �' � � ELEC. BOX LANDS NOW OR FORMERLY OF - - / GAS RISER JOSEPH E. & SUSAN M. GENTILE INSTRUMENT DOC. GAS r,is - / 6 TREE EDGE 0 - INSTRUMENT DOC. NO. 2018035736 - - g6 / PST 6" TREE 'TELE. N0. 2015013719 FIR e PAVED I \ CATV (LOT 36) (MAP REFERENCE NO. 3) EMAILa ROAD � DGE . `°� BOX o -� 12" PIPE 3" TREE \ (MAP REFERENCE NO. 1) ss ---- ITV CM A I�C�W PAVED pB GPAVED M DRIVE 0DRIVE,e o DRYWELL MH CATCH BASIN a RIM = 265.0' RIM = 263.7' THE CERTIFICATION OF THIS MAP AND SURVEY ARE NOT \ VALID UNLESS THIS PRINT IS SIGNED BY AND BEARS THIS SURVEYOR'S IMPRESSION SEAL. UNAUTHORIZED ALTERATION(S) OR ADDITION(S) TO THIS o DOCUMENT IS A VIOLATION OF SECTION 7209 (2) OF THE LEGEND: NEW YORK STATE EDUCATION LAW. Qj CERTIFICATIONS SHOWN ON THIS MAP EXTEND ONLY TO THE PERSONS) OR ENTITY FOR WHOM THIS SURVEY WAS FIP O FOUND IRON PIPE ® WELL DEED REFERENCES: PREPARED FOOR AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND(OR LENDING INSTITUTION INDICATED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLETO OTHERTITLE COMPANIES, TITLE FIR O FOUND IRON ROD wv pQ WATER VALVE 1. INSTRUMENT DOC. NO. 2017035665, DATED OCTOBER 26, 2017, POLICIES OR L INSTITUTIONS FCIR O FOUND CAPPED IRON ROD �5 WATER SHUT OFF MARLENA THOMPSON ALFORD TO MARLENA THOMPSON ALFORD, SSUING OF A NEW TITLE POLICY OR REDATING OF AN EXISTING POLICY WHICH REFERENCES THIS SURVEY MAP AND SCIR O SET CAPPED IRON ROD FIRE HYDRANT AND ALICIA SCOTT YANCEY. SURVEY WITHOUT THE BENEFIT OF AN UPDATE OF THE SURVEY BY CORNER POST LAND SURVEYING, PLLC SHALL CM a FOUND CONCRETE MONUMENT Gv GAS VALVE TERMINATE ANY LIABILITY EXPRESSED OR IMPLIED HEREON. UTILITY POLE 2. INSTRUMENT DOC. NO. 2017026274, DATED JULY 17, 2017, CATCH BASIN ALFORD TO MARLENA THOMPSON ALFORD, O UTILITY RISER/BOX AN THOMPS ANDMARLENA ® SEWER MANHOLE CONIFEROUS TREE QD DRAINAGE MANHOLE COPYRIGHT C 2019 by Corner Post Land Surveying, PLLC. All rights reserved. This document and all attachments are the property of Corner Post Land DECIDUOUS TREE TP TEST PIT Surveying, PLLC. Any unauthorized reproduction or copying of these plans and/or documents without written permission of Corner Post Land Surveying, PLLC is the translation OVERHEAD WIRES o CHAIN LINK FENCE LINE strictly prohibited and reproduction, or copying of any part of this work beyond that permitted by Section 107 or 108 of the 1s76 UNITED STATES COPYRIGHT ACT without written of the copyright STONE WALL a WOOD FENCE LINE permission owner, Corner Post Land Surveying, PLLC, is unlawful. All request for permission to reproduce or copy of for further information should be x WIRE FENCE LINE EDGE OF WOODS addressed to: Corner Post Land Surveying, PLLC 364 Spraguetown Road Greenwich, New York 12834 Street Address: 406 LOUDEN ROAD 050940 G A aft J\ w I HEREBY CERTIFY TO CITE DEVELOPMENT, ENGINEERING, & LANDSCAPE ARCHITECTURE, PLLC: THAT THIS MAP AND SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE, A * REVISED JULY 18, 1997, FOR LAND SURVEYORS ADOPTED z BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL Oir LAND SURVEYORS. / �A MATTHEW C. VAN DOREN P.L.S. R G. NO. 050940 Only copies of this map bearing my signature shall be considered true and valid. LOCATION MAP GENERAL NOTES 1. INFORMATION IN PARENTHESIS IS OF RECORD AND NOTED. 2. UNDERGROUND UTILITIES WERE NOT LOCATED, EXCEPT AS INDICATED. 3. TAX MAP NO. 154 - 2 - 8.22 & 99.1 OF THE CITY OF SARATOGA SPRINGS, AND 154 - 1 - 47.1 OF THE TOWN OF WILTON. 4. SUBJECT TO ANY AND ALL RIGHTS, EASEMENTS, COVENANTS AND RESTRICTIONS, IF ANY, of RECORD. 5. SUBJECT TO ANY STATE OF FACTS AN UP-TO-DATE ABSTRACT OF TITLE MAY DISCLOSE, OR LIMITED TO THOSE DOCUMENTS INCLUDED IN THE TITLE REPORT. 6. OFFSETS OR DIMENSIONS FROM THE PROPERTY LINE TO STRUCTURES OR IMPROVEMENTS ARE SHOWN FOR THE PURPOSE TO POSITION IT RELATIVE TO THE PROPERTY LINE AND/OR COMPLIANCE WITH ZONING, AND ARE NOT INTENDED O MONUMENT THE PROPERTY LINES OR GUIDE IN THE ERECTION OF FENCES OR OTHER IMPROVEMENTS TO THE LAND. UNLESS OTHERWISE NOTED, MEASUREMENTS ARE FROM THE EXTERIOR SIDING OF THE BUILDINGS, AND NOT FROM THE ROOF OVERHANGS. 7. TOPOGRAPHY SHOWN ON THIS MAP WAS COMPILED FROM A GROUND SURVEY, USING A GPS ROVER, VRS-RTK SYSTEM METHOD, WITH A MAJORITY OF DATA DONE BY A CONVENTIONAL TOTAL STATION METHOD. THE ELEVATION DATUM FOR THE TOPOGRAPHY WAS ADJUSTED TO NGVD29, AND CONTOUR INTERVAL IS AT 2 FOOT. 8. A 33 FOOT WIDE PERMANENT EASEMENT, RIGHT OF WAY, AND PRIVILEGE TO INSTALL & MAINTAIN A WATER LINE PIPE WAS GRANTED FROM ALFRED THOMPSON TO THE CTY OF SARATOGA SPRINGS, IN BOOK 799 OF DEEDS AT PAGE 116. THE EXACT LOCATION OF THE WATER LINE PIPE IS NOT KNOWN, AND ONLY SHOWN ON THIS MAP PER RECORD PLANS. 4 EDIT FOR FINAL PLAN 3/10/21 3 EDIT CITY PB NO. 10/26/20 2 EDIT TITLE & SHEET -MAP SET. 8/10/20 1 ADD HYDRANT BENCHMARK. 5/1/20 No. Revision/Issue I Date Prepared by CORNER POST V-_� LAND SURVEYING, PLLC 364 Spraguetown Road Greenwich, New York 12834 Tel./Fax No. 518-692-2435 Website: www.CornerPostLandSurvey.com BOUNDARY &TOPOGRAPHY FOR LOUDEN ROAD RESIDENTIAL CONSERVATION SUBDIVISION Situate in City of Saratoga Springs & Town of Wilton, Saratoga County, N.Y. h- -A F Sheet 019-052 T. 27, 2019 Scale 1" = 50' , Wt. #Z 00 iz LANDS NOW OR ➢- FORMERLY OF 0 GARY STONE 011, BOOK 1523 OF DEEDS 0 LANDS NOW OR FORMERLY OF AT PAGE 498 GARY E. STONE 0 INSTRUMENT DOC. NO. 2016018768 UNDEVELOPED ...' WOODED LOT, Cf) EDGE OF z PVMT. FIR CIA t Ct 77- t WOODED J A R FIR POST t 11 c N M �6., UNDEVELOPED MEADOW 'A 24' ...... . .... x x 'FiEL" A," Ri.JSH 0 22i' A -- AREA �t8r. , ..... ------ RE. 2t & 18" DEED ? Z 2. 4, (250'± X 250'± "LOT) i POST t lo: 24" 6,0, t ()AK S lie 2 -'L x ERRY Ili, A x • 2C k,•it t wl ws FIR t . ......... R S DRIVEWAY O� `AK CEDA, t bi T EXISTING RESIDENCE AND 2 8 DEC 20 3E 0 A AREA OF DECIDUOUS TREES 2,tl :::':::HOUSE... ... LLI > -3 < DEC x it 4 I f3 _'ATCH 3ASIN DIRECTION OF SURFACE RUNOFF \Kfi \,_7 2 (TYP) , 2 AR[ -,:A 4 h", PAYED RIM 300,7' zit • t A ROAD AREA OF DECIDUOUS TREES D A W, ., i t z 20` RIDGE N� LI E E. 36 7- T PARCEL ti t )QTA ARi: A t t AREA 1 1 .74", Ac. N #2 7 it 24" 8" �4' OF TA SA RATOGA ATOGA SPRINGS O.Q. GARAG (TAX MAP NO. 154 2 — 8.22 & 99.1) V, AREA = 11.2 6 f Ac. TON OF WILTON (TAX MAP 154 1 47.1) CONC.0 OC *AREABLK 0 48 ± Ac� LANDS NOW OR (MAP REFERENCE NO. 'l & 2) Z U S EE j. A ARE 8) (SEE NOTE N 0. FORMERLY OF (DEED )REFERENCE NO i 1 2- (OLD LOUDEN RD.) ' DEVELOPMENT ENVELOPE JACK M. SUSAN TAX MAP NO. 154-2-8.2 PROPOSED 0,00 'ERUiDt A --A A KRESS A!R E (TYP) �*E INSTRUMENT DOC. TOWN/CITY Wvl # 2 Dl� NO. 2017023823 Z 2 LINE 3� 00 (LOT 30) it AR'f_ A 4 0:1.,["i WATII Ad L _2 II PROPOSED DEVELOPMENT ENVELOPE (TYP) 4:\ F A FCI A St �RIDGE LINE,, 00 A LINK 4,00.,ii, f", F I R EXISTING DEVELOPED RzEA 2' A� ,FENCE 0 ts RESIDENTIAL LOT N, 0 4it So, '7- LANDS NOW OR FORMERLY OF 7 z 'X Mz\f' L!NE THE CITY OF 0 FIR SARATOGA SPRINGS 1-WN OF Wll_lt'N� 2 . ............. __ . ........... . =1_1___ zMAt NO. 1 5 1 1 'E F VM TO BENCHMARK: HYDRANT WEST LOWER \SIGN 0 FLANGE BOLT - WITH AN "X" MARK ON TOP ELEV. = 305.5' � y, R 0 vil N LANDS NOW OR _2 BOOK 1433 OF DEEDS co x k N• 91- EXISTING DEVELOPED FORMERLY OF c RESIDENTIAL LOT AT PAGE 418 WESLEY HEALTH LANDS NOW OR FORMERLY OF CARE CENTER, INC. & A IF` i JOSEPH E. & SUSAN M. GENTILE -7 INSTRUMENT DOC. 7­1 t /EDGE OF 6 CA; " .. ..... ... .... ..... INSTRUMENT DOC. NO. 2018035736 V PVMT. NO. 201 -------- FIR PAVED (LOT 36) Nl A 0 ROAD M A N N C) 2" P PVm -7 EDGE OF nD RUN — — ----- PAVED PAVED DRIVE PIPE ��c M T. BOG ,;YEADO\N DRIVE IN, fRYW­; --i ' m = \ LANDS N/F M 2 E3 6 LANDS N/F LANDS N/F LANDS N/F N, ZINTER, GREGORY T N, TOBROCKE, TOBY K CONKLIN, ELIZABETH J CARROLL, MILDA� 154.-2-32 I 154.-2-31 154.-2-30 154.-2-40 SARATOGA SPRINGS CONSERVATION ANALYSIS NOTES: 1. TOTAL AREA WITHIN SARATOGA SPRINGS= 11.26 AC 2. CONSTRAINED LANDS = 0.000 AC 3. DEVELOPMENT ENVELOPES AREA= 5.61 AC (49.8%) 4. CONSERVATION AREA (50% MIN.) = 5.65 AC (50.2%) 5. REFER TO COVER SHEET FOR CONSERVATION SUBDIVISION CALCULATIONS. CITY OF SARATOGA SPRINGS APPROVAL STAMP 50, 25' 0 50' APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED I I I a f3' 4- SCALE: 1" = 50' BY THE PLANW�G BOARD OF THE CITY OF SARATQLA_S2.ULNGS. SARATOGA SPRINGS PLANNING BOARD NO. 20200518 AF__ hd!lrP­ CHAIRPERSON A 4..jjTE 0_3 CI E DEVELOPMENT I ENGINEERING LANDSCAPE ARCHITECTURE, PLLC 20 Reservation Avenue Saratoga Springs, NY 12866 www.citedev.com OWNER/APPLICANT: WADE NEWMAN 20 RESERVATION AVENUE SARATOGA SPRINGS, NY 12866 z 0 Ln 5; LU C-1 z 0 Ln V) 2 cc Ln 0 Z 0 LL, z z V) < > _j 0 0L V) C) z cl U << (D O0 < z I� Q < z LU > cC V) V� (D z n LLJ 0 O0F_z 0 0 U < > < V) LL 0 LLJ V) z U z LU 0 0 0 Un z Uj U LU DC 0 lD UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROJ: 19004 DATE: AUGUST 10, 2020 C4 SHEET NO.: 4 OF 10 ­11 �� S CONSERVATION AREA (OPEN SPACE) NOTES: �Iz 1. OPEN SPACE SET ASIDE IN THIS CONSERVATION SUBDIVISION SHALL BE PERMANENTLY 0 NM #25 PRESERVED VIA DEED RESTRICTED CONSERVATION EASEMENTS. ANY DEVELOPMENT PERMITTED ON LANDS NOT PROTECTED AS OPEN SPACE SHALL NOT COMPROMISE THE U7 0 CONSERVATION VALUE OF SUCH OPEN SPACE LAND. �I 2. PER CITY CODE SECTION 241-12 C. (2) (b): ➢ I ILANDS NOW OR 0 ACCESS ROADS, DRIVEWAYS, WELLS, UNDERGROUND SEWAGE DISPOSAL FORMERLY OF � FACILITIES, LOCAL UTILITY DISTRIBUTION LINES, STORMWATER MANAGEMENT FORM ➢ 4 FACILITIES, TRAILS, TEMPORARY STRUCTURES FOR PASSIVE OUTDOOR STONE z RECREATION, AND AGRICULTURAL STRUCTURES SHALL BE PERMITTED ON BOOK 1523 OF DEEDS PRESERVED OPEN SPACE LAND WITH PLANNING BOARD APPROVAL, PROVIDED THEY DO NOT IMPAIR THE CONSERVATION VALUE OF THE LAND. FORESTRY SHALL LANDS NOW OR FORMERLY OF AT PAGE 498 f BE CONDUCTED IN CONFORMITY WITH APPLICABLE BEST MANAGEMENT E. GARY ESTONE N 07° 51' 05" W ZI PRACTICES. 01 INSTRUMENT DOC. NO. 2016018768 250.52' 3. OWNERSHIP AND MANAGEMENT OF DEED RESTRICTED OPEN SPACE ON EACH LOT IS THE (TOTAL) RESPONSIBILITY OF THAT INDIVIDUAL LOT OWNER. FIR 4. DEED - RESTRICTED CONSERVATION AREA (OPEN -SPACE) SHOWN HEREON IS SUBJECT TO 07' / N 75° 57' 53" E 50. -- / THE DECLARATION OF RESTRICTIVE COVENANTS FILED IN THE SARATOGA COUNTY CLERK'S FIR -- - POST � � � 1 126.29' OFFICE AND THE CITY OF SARATOGA SPRINGS CONSERVATION AREA AND NO CUT BUFFER FI PLANNING BOARD POLICY. _ 200.45 JC y _ . .•._...• •.. \ 1.�..-�: NM #26 "................................. W 4 - 32g 2 N 07 - .._ . L ::: ::::::::::::::::::: :: ::::: ::::::: : :::::::::::::::::::::::::::� O POST _..... • ... 1 G 813�..:..:.:: ..•.•.•.•.•.•...... �: I ...... ............. 5.00.:.:•. I.... 18 Q 0.00 15 N .� . ... .•....:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. .:.:.:.:.:.:..:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:�:.:.:.:.:.:..:.:.:.;..:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:. O _,� ', : :.:.:.:.:. :.:.:.:. . � _ cn VED DRIVE FIR _ . . . �. In PA NORTH ORIENTATION GRID NORTH SARATOGA SPRINGS PLANNING BOARD NO. 20200518 0 o..•...•.•...•:•:•:.:.....:.:.:.:.•.•.............. 5 0 0 1 00 I „ LOT ' 2 5' IN THE - : "ao N I+ M TOWN OF WILTON N �. N :c�1: I > 1 M = # 26. AREA 0.1 57 A c. .............. DEC C ONC. o' 0 :. .. .:. .:. .•.: ..•.•.•. . . . cn. :.�: 5 O COVER • O . HOUSE:: I N 67°52 09 E 1.503 Ac. SEPTIC a w 1 28. 83 I 406 0 LOU DECK DEN Q . - I D EE D E R STRI CT ED ::: ::::: :� :: ::::: :::: :: :: :: :: ::::.: ::. . .:. . ROAD a S 26' 56 12 E ........ .......... r(1NC�R\/�TI(1NI OR�A '. .. .. .: I �pnc�iRi I 57 .68 \O O --30.0o BOOK 1433 OF DEEDS LANDS NOW OR ' 20.03' 58.48' AT PAGE 418 FORMERLY OF ELEC. BOX : : : 150.24' - - - WESLEY HEALTH CATV TELE.I JS04' 30' 44" E - _`ELEC. BOX LANDS NOW OR FORMERLY OF CARE CENTER, INC. GAS RISER 150.24 _ _- - GAS RISER JOSEPH E. 8c SUSAN M. GENTILE INSTRUMENT DOC. _ - - (TOTAL) 358.96' \ TELE. INSTRUMENT DOC. N0. 2018035736 NO. 2015013719 - - FIR • THE CERTIFICATION OF THIS MAP AND SURVEY ARE NOT VALID UNLESS THIS PRINT IS SIGNED BY AND BEARS THIS SURVEYOR'S IMPRESSION SEAL. UNAUTHORIZED ALTERATION(S) OR ADDITION(S) TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. CERTIFICATIONS SHOWN ON THIS MAP EXTEND ONLY TO THE PERSON(S) OR ENTITY FOR WHOM THIS SURVEY WAS PREPARED FOR AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND/OR LENDING INSTITUTION INDICATED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO OTHER OWNERS, TITLE COMPANIES, TITLE POLICIES OR LENDING INSTITUTIONS. ISSUING OF A NEW TITLE POLICY OR REDATING OF AN EXISTING POLICY WHICH REFERENCES THIS SURVEY MAP AND SURVEY WITHOUT THE BENEFIT OF AN UPDATE OF THE SURVEY BY CORNER POST LAND SURVEYING, PLLC SHALL TERMINATE ANY LIABILITY EXPRESSED OR IMPLIED HEREON. COPYRIGHT © 2019 by Corner Post Land Surveying PLLC. All rights reserved. This document and all attachments are the property of Corner Post Land Surveying, PLLC. Any unauthorized reproduction or copying of these plans and/or documents without written permission of Corner Post Land Surveying, PLLC is strict) prohibited and the reproduction, translation or copying of any Part of this work beyond that permitted by Section 107 or 108 of the 1976 UNITED STATES COPYRIGHT ACT without written permission of the copyright owner, Corner Post Land Surveying, PLLC, is unlawful. All request for permission to reproduce or copy of for further information should be addressed to: Corner Post Land Surveying, PLLC 364 Spraguetown Road Greenwich, New York 12834 B G PA V/ MEADOWADOW O___� DRIVE LEGEND: \ATV (LOT 36) RUN CM PAVED DRIVE FIP O FOUND IRON PIPE 0 WELL FIR O FOUND IRON ROD wV WATER VALVE FCIR O FOUND CAPPED IRON ROD I& WATER SHUT OFF SCIR O SET CAPPED IRON ROD �qy FIRE HYDRANT CM o FOUND CONCRETE MONUMENT Gv M� GAS VALVE UTILITY POLE O UTILITY RISER/BOX ❑ CATCH BASIN SO SEWER MANHOLE CONIFEROUS TREE DECIDUOUS TREE OD DRAINAGE MANHOLE � TEST PIT OVERHEAD WIRES o CHAIN LINK FENCE LINE STONE WALL WOOD FENCE LINE � X WIRE FENCE LINE EDGE OF WOODS TABLE 1 LOT AREAS LOT ID TOTAL LOT AREA (AC) CITY AREA (AC) TOWN AREA (AC) MIN. PERMEABLE AREA 75% (AC) MAX. IMPERMEABLE AREA 25% (AC) DEED RESTRICTED OPEN SPACE (AC) 1 1.617 1.617 - 1.213 0.404 0.826 2 1.647 1.647 1.236 0.411 0.706 3 1.964 1.964 - 1.473 0.491 1.041 4 5.013 4.692 0.321 3.760 1.253 3.080 5 1.503 1.346 0.157 1.128 0.375 0.000 TOTAL 11.74± 11.26± 0.48± 8.81± 2.93± 5.65± TABLE 2 PERMITTED USE SCHEDULE LOT ID PERMITTED USE 1 SINGLE FAMILY 2 SINGLE FAMILY 3 SINGLE FAMILY 4 SINGLE FAMILY 5 SINGLE FAMILY OR TWO FAMILY CITY OF SARATOGA SPRINGS APPROVAL STAMP APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON N 63° 03' 48" E 217.28' "LOT 4" IN THE TOWN OF WILTON AREA = 0.850 Ac. r., I I HEREBY CERTIFY TO CITE DEVELOPMENT, ENGINEERING, & LANDSCAPE ARCHITECTURE, PLLC: THAT THIS MAP AND SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE, REVISED JULY 18, 1997, FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. e ORly copies of this map bearing my signature shall be considered true and valid. DATE LOCATION MAP l GENERAL NOTES 1. INFORMATION IN PARENTHESIS IS OF RECORD AND NOTED. 2. UNDERGROUND UTILITIES WERE NOT LOCATED, EXCEPT AS INDICATED. 3. TAX MAP NO. 154 - 2 - 8.22 & 99.1 OF THE CITY OF SARATOGA SPRINGS, AND 154 - 1 - 47.1 OF THE TOWN OF WILTON. 4. SUBJECT TO ANY AND ALL RIGHTS, EASEMENTS, COVENANTS AND RESTRICTIONS, IF ANY, OF RECORD. 5. SUBJECT TO ANY STATE OF FACTS AN UP-TO-DATE ABSTRACT OF TITLE MAY DISCLOSE, OR LIMITED TO THOSE DOCUMENTS INCLUDED IN THE TITLE REPORT. 6. OFFSETS OR DIMENSIONS FROM THE PROPERTY LINE TO STRUCTURES OR IMPROVEMENTS ARE SHOWN FOR THE PURPOSE TO POSITION IT RELATIVE TO THE PROPERTY LINE AND/OR COMPLIANCE WITH ZONING, AND ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR GUIDE IN THE ERECTION OF FENCES OR OTHER IMPROVEMENTS TO THE LAND. UNLESS OTHERWISE NOTED, MEASUREMENTS ARE FROM THE EXTERIOR SIDING OF THE BUILDINGS, AND NOT FROM THE ROOF OVERHANGS. 2 I EDIT/NOTES FOR FINAL PLAN 13/10/21 1 I EDITS & NOTES, CITY PB NO.I10/26/20 No. I Revision/Issue I Date Prepared by CORNER POST LAND SURVEYING, PLLC 364 Spraguetown Road Greenwich, New York 12834 Tel./Fax No. 518-692-2435 Website: www.CornerPostLandSurvey.com SUBDIVISION PLAT FOR LOUDEN ROAD RESIDENTIAL CONSERVATION SUBDIVISION Situate in City of Saratoga Springs & Town of Wilton, Saratoga County, N.Y. r77o Sheet 2019-052 Date AUG. 10, 2020 C 5 Scale I M #2 . OHO �•jZ O I LANDS NOW OR ➢ T' FORMERLY OF BW I nAPY �TnNF � INSTALL DRIVEWAY AT EXISTING SWALE HIGH POINT L/-iINUJ INUVV Urc„� - u FIFE: 94.5 20'=0 I 1 \ 1.647 ACCzA4° 3< II PT-7 ° EDGE OF FORMERLY OF O I `/ 1 II II II GFE:293.o -(SEE NOTE NO. 8)'- PVMT. F 1 1.617 AC I \ 1 I / I'> " / 1 I II II 11 II BFE:28�.5 o z9z.7o o OLD LOUDEN RD. JACK M. & SUSAN I _ \ -X "_ ) <\\ L ` SIGN t A. KRESS m ( / t ..:. INSTRUMENT DOC. TP-3/PT-3 \ a t O \ N/CITY N TOWY' .. .:.' / I �LINE 9N0. 2017023823 z7o.so X(LOT 30) FFEf284.5 ti ti \ / / - FE i 83.0R Al WATER SERVICE ti \ / �\ I x 293 0a 1 G2 �C ---1 w (TYP) I _ _ I\ FFE:277.5 - t E:276.0 II II' BFf:268.5 I /-. FFE:272.0 \ z76.0o I I o _ FC I R ` GFE:27o.5 I `,, 1 IIIIII= 1 N BFE:263.0A'EA _INi -,; FEN 1 �. Cr 1 LOT SETBACKS PAVED (DEVELOPMENT ENVELOPE) ROAD 1 0 -f° - III II o zg2-- I I L A N D S] NOW O R I \ 280.� _ _ \� -- 1 FORMERLY OF THE /CITY OF 1,4 SEWAGE DISPOSAL "s ////:= I�� C9 SYSTEM lI // ; - \ �,>8 FIR \ SARATOGA SPRINGS ��/ �� 1 o \ I I \� ` DIRECT UPLAND SURFACE \\ BOOK 1433 OF DEEDS / LANDS NOW OR / ` _ \ RUNOFF AROUND HOME r7nQMERLY OF 5 PROPOSED DRIVEWAY / TP-4/PT-4 I FES:274.24 C10 A %� PAGE 41 8 / \ \ (TYPICAL ALL LOTS) c8 \ _ (TYP)WESLEYHEALTH I '-\- LANDS 0 R FORMERLY OF CARE CENTER, INC. _ F .----� 2 a �� - k NOW 0 �/ R FES 255.00 -- -� 271 FEs:274:00 JOSEPH E. 8c�JSAN M. GENTILE ---- Ulm J� INSTRUMENT DOC. Y 276.z± E 0 . FES:265.24 FES:26 0 z72.o± FES:270.04 EDGE OF _ 26.0 0+00 INSTRUMENT DOC. N(Y. 2-01-86�3"5736 NO. 2015013719 _. - FIR o+oo 267.2+ �� PAVED �r �ti� (LOT 36) o ROAD 0+00 N _. 12" PIPE EDGE of DOW RUN PVMT. BOG `; MEAT CM _ / D PAVED 12" HDPE 24' @ 1.0% PAVEDDRIVE DRIVE 12" HDPE 24' @ 1.0% 2 \ ("AT"'' BASN C10 LANDS N/F R�"` 6"0' R ' `` ` ` LANDS N/F LANDS N/F LANDS N/F � TOBROCKE, TOBY K ZINTER, GREGORY T CONKLIN, ELIZABETH J CARROLL, MILDA M 154.-2-32 154.-2-31 154.-2-30 154.-2-40 TEST PIT RESULTS ID DESCRIPTION NOTES TP 1 0" - 10" TOPSOIL, ORGANIC LAYER NO MOTTLES 10" - 96" LOAMY FINE SAND NO GW TP-2 0" - 10" TOPSOIL, ORGANIC LAYER NO MOTTLES 10" - 72" LOAMY FINE SAND NO GW TP-3 0" - 14" TOPSOIL, ORGANIC LAYER NO MOTTLES 14" - 96" LOAMY FINE SAND NO GW TP-4 0" - 22" TOPSOIL, ORGANIC LAYER NO MOTTLES 22" - 96" LOAMY FINE SAND NO GW WELL NOTE: 1. DRINKING WELLS FOR LOTS 1, 2 AND 3 SHALL BE LOCATED IN LOT REAR YARDS (WEST SIDE). SOIL PERCOLATION/INFILTRATION TESTING RESULTS ID RATE (MIN:SEC) PT-3 1:30 PT-4 1:05 PT-5 1:05 PT-6 1:10 PT-7 1:20 CITY OF SARATOGA SPRINGS APPROVAL STAMP APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARAIP..C3 RL�N CHAIRPERSON SOIL TESTING NOTES: BENCHMARK: HYDRANT WEST LOWER FLANGE BOLT - WITH AN "X" MARK ON TOP ELEV. = 305.5' 1. TEST PITS PERFORMED BY BACKHOE. 2. PERCOLATION TESTS WERE PERFORMED AT A 24" DEPTH, TYPICAL FOR ALL LOCATIONS. RATES REPORTED REPRESENT TIME FOR A 1" DROP IN TEST HOLE. 3. TESTING PERFORMED ON 9/26/2019 DURING DRY WEATHER. 50' 25' 0 50' SCALE: 1" = 50' SARATOGA SPRINGS PLANNING BOARD NO 20200518 CITE DEVELOPMENT I ENGINEERING LANDSCAPE ARCHITECTURE, PLLC 20 Reservation Avenue Saratoga Springs, NY 12866 WWW.citedev.com OWNER/APPLICANT: WADE NEWMAN 20 RESERVATION AVENUE SARATOGA SPRINGS, NY 12866 z O V) w z O V) Ln m D Ln O z O LU z 0 m z D Q N J o z ° a- O o �-- O �- Q z Q < Uj z� W ® w z V) z O O o J J Q W J Q a `L w O 0 zu LU 0 Q O � U-j z o Ire 0 0 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROJ: 19004 DATE: AUGUST 10, 2020 C6 SHEET NO.: 6 OF 10 I n N M, # 00 LANDS NOW OR FORMERLY OF GARY STONE v o BOOK 1523 OF DEEDS AT PAGE 498 LANDS NOW OR FORMERLY OF ZC GARY E. STONE WOODED 7)I INSTRUMENT DOC. NO. 2016018768 xr, A DGE 1OF PVMT- 6 FIR _v WOODED 6 FIR ARE POST 3. -A c A/ N NA FIELD 22" AREA A �x 4 x xxr 24" 8 t A RIE A :zEtz, A R A 7 3 k" N z Al_ z 2 4", wl A I OST 2 24" z "VVII L ows I �1_ m 2,0 N, 1l 5 10 2 6 21 n24 t S • 5 : . . � \.',,A F 0 DECIIEC 503 AC� -­A� 0) FIR 2 2 WOODED I . I :::::::HOUSE:,- 2 8 0,A AR E A z :? R < DEC T I AYED• R S RIM 00 all A BASIN V P 6$' PT-6 2 6 24-* 0 N-, 2 4' ROAD or� 6` 24�' N AR 2 N AIR'n": A PT-5 AiR A z i zU ... . ........ . ..... z y� 00DED R /x 5- N X M # j AREA I�ST\ -�00 4 5.013 AC A 24V . ........ V TP-2 .. .. ... . V ED il�964 AC -7 . ... . C�EE NOTE N 0. 8) PT FFE:Z\94.5 GFE:293.0 (OLD LOUDEN RD.) BFE:28�3 2 j LANDS NOW OR 'D 1.647 AC "A II FORMERLY OF C 2 �2 1.617 A Nvll -3 TOWN CITY N 3V -3/PT LINE JACK M. SUSAN A KRESS 2 INSTRUMENT DOC. A., EA FFE�284.5 R N 0. 2017023823 GFE:283.0 (LOT 30) cy) �h BF�:275.5 FC N DED GFE:276.0 EA A FFE:277.5 LINK BFE:268.5 A� E A 0 FFE:272.0 ;l k R� ­_ - R A. lk FENCE GFE:270.5 BFE:263.0 0,0 0 J z t TEMPORARY CONCRETE NOW OR LA 10 WASH OUT AREA LANDS t (TYP) FORMERLY OF THE OF SARATOGACITY SPRINGS NCE BOOK 1433 OF FORMER' y OF DEEDS LANDS NOW OR TEMPORARY SILT FE (TYP) FIR AT PAGE 418 WESLEY HEALTH INSTALLED DOWNSTREAM OF EDGE OF DISTURBANCE LMITS INC. CARE CEN// I /� \ \ �\> � \ TER W OR FORMERLY OF TP-4/Pf4 N . . .... LANDS NOW 7� INSTRUMENT DOC. R E� Fl� JOSEPH E. & SUSAN M. GENTILE NO. 2015013719 INSTRUM 80357M ENT DOC. NO. 201 P1, V . . . . . . . 0 EDGE OF V _z SE- - PVMT. (LOT 36) FIR PAVED F, EDGE OF :MEADOW RUN PVMT. BOG � PAVED ------- ROAD 2" PIPE PAVED DRIVE DRIVE C) zN F ,DW RzM 2,��:, LANDS N/F LANDS N LANDS N/F LANDS N/F CONKLIN, ELIZABETH J CARROLL, MILD�A TOBROCKE, TOBY K ZINTER, GREGORY T 154.-2-30 154.-2-40 154.-2-32 154.-2-31 CITY OF SARATOGA SPRINGS APPROVAL STAMP APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF S -SPRINGS. CHAIRPERSON = DATE NOTES: PAVED ROAD TEMPORARY STABILIZED CONSTRUCTION ENTRANCE (TYP.) BENCHMARK: HYDRANT WEST LOWER FLANGE BOLT — WITH AN "X" MARK ON TOP ELEV. = 305.5' by, 1. TOTAL SITE DISTURBANCE AREA= 2.75± AC. 2. EACH LOT SHALL BE DEVELOPED UTILIZING ACCEPTABLE EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE PROJECT SWPPP AND TYPICAL LOT DEVELOPMENT DETAIL SHOWN ON DRAWING C8. 3. SILT FENCING IS SHOWN SCHEMATICALLY FOR CLARITY, AND SHALL BE INSTALLED AT THE DOWNSTREAM EDGE OF ALL LAND DISTURBANCES, INSTALLED PARALLEL TO CONTOURS. 50' 25' 0 50' 6m SCALE: 1" = 50' SARATOGA SPRINGS PLANNING BOARD NO 20200518 I LA CITE )EVELOPMENT I ENGINEERING NDSCAPE ARCHITECTURE, PLLC 2() Reservation Avenue Saratoga Springs, NY 12866 Www.citedev.COM OWNER/APPLICANT: WADE NEWMAN 20 RESERVATION AVENUE SARATOGA SPRINGS, NY 12866 z 0 LU z 0 Ln L/) 2 cc Ln 0 Z O LL) z :D V) z Z 0 U 0 (D 0 0 Z I > Dr. V) V) (D C) LU zi OZ V) < O0 < V) LL 0 z U LU 0 z LLJ LU c UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROD: 19004 DATE: AUGUST 10, 2020 C7 SHEET NO.: 7 OF 10 TO MAIN DISCONNECT - I;' r> PUMP ELECTRIC CONTROL BOX r, ELECTRIC CABLE-, (TYP.) PROVIDE GROUT OR CAULK ' ` �.. w _ WATER -PROOF SEAL AT ALL 0 z FOUNDATION PENETRATIONS TO HOUSE HYDRO - PNEUMATIC > -- TANK V, 0 z BALL VALVE o Ln PRESSURE SWITCH CONNECTED TO TANK TEE Tf I WITH NIPPLE PRESSURE GAUGE 71 AND AIR RELIEF VALVE UNION TANK TEE WITH . ° SPRING LOADED FLUSHING/SAMPLING TAP 4 CHECK VALVE SCHEDULE BEDROOMS 2 3 4 5 PUMP CAPACITY (GPH) 250 300 360 450 HYDROPNEUMATIC TANK (GAL) 42 82 82 120 SERVICE LINE DIA. FROM PUMP (IN) (0 FT - 50 FT LENGTH) 3/4 3/4 1 1-1/4 SERVICE LINE DIA. FROM PUMP (IN) (50 FT - 150 FT LENGTH) 1 1 1-1/4 1-1/2 SANITARY WELL SEAL, GASKET AND VENTED CAP CONDUIT CONNECTION GALV. IRON LIFTING ROD FINISHED GRADE ELECTRIC CONDUIT WATER SERVICE UNCONSOLIDATED MATERIAL NOTES: 1. ALL PIPES, FITTINGS, TANKS, PUMPS, AND APPURTENANCES WHICH 4. MAINTAIN A 150-FOOT MINIMUM HORIZONTAL SEPARATION COME INTO CONTACT WITH POTABLE WATER SHALL BE NSF BETWEEN ANY WELL WITH LESS THAN 50-FEET OF WELL CASING APPROVED STD. DEPTH AND ANY ABSORPTION FIELD OR DISTRIBUTION BOX. WHERE A WELL IS DOWN GRADIENT OF ANY SEPTIC FIELD OR IN 2. SELECTION OF SUBMERSIBLE WELL PUMP, FLOW RATE AND COARSE GRAVEL SOILS, PROVIDE A 200-FOOT MINIMUM DELIVERY HEAD, SIZE OF HYDROPNEUMATIC TANK (IF REQUIRED), SEPARATION. WELL SCREEN DESIGN, AND AVAILABLE WATER STORAGE FOR POTABLE WATER SUPPLY EITHER AS CASING STORAGE OR AS A 5. WATER SERVICE: CTS HDPE TUBING, DR-9, 200 PSI OR TYPE K SEPARATE STORAGE TANK IN THE HOUSE (OR BOTH), SHALL BE AS COPPER. DETERMINED BY THE HOMEBUILDER/HOMEOWNER, WELL DRILLER, AND PLUMBER WITH MINIMUMS AS INDICATED IN SCHEDULE 6. THE WELL DRILLER SHALL FURNISH A WELL LOG, RESULTS OF ABOVE AND BASED UPON ACTUAL FIELD CONDITIONS. WATER QUALITY TESTING, AND RESULTS OF THE WELL YIELD TO THE HOMEOWNER AFTER COMPLETION. 3. WELLS SHALL BE DRILLED AND TESTED FOR YIELD AND WATER QUALITY IN ACCORDANCE WITH NYSDOH PUBLICATION "RURAL 7. INSTALL WELL RETRIEVAL SAFETY LINE CONNECTING TOP OF WELL WATER SUPPLY." PROVIDE WATER QUALITY TREATMENT AND/OR TO PUMP. STORAGE AS REQUIRED TO MEET NYSDOH REQUIREMENTS. TYPICAL DRILLED WATER WELL SCHEMATIC DETAIL i / SCALE: NOT TO SCALE INDIVIDUAL WATER SUPPLY NOTES: 1. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE BUILDER SHALL PROVIDE AN APPROVED WELL ON THE LOT WITH ADEQUATE FLOW CAPACITY AND ACCEPTABLE WATER QUALITY IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF SARATOGA SPRINGS AND NYSDOH. 2. EACH INDIVIDUAL DRILLED WELL SHALL BE CONSTRUCTED IN ACCORDANCE WITH 10NYCRR APPENDIX 5-13, TITLED "STANDARDS FOR WATER WELLS" AND ALL APPLICABLE NYSDOH REQUIREMENTS. 3. EACH WELL MUST BE QUALITY TESTED FOR: COLIFORM BACTERIA, LEAD, NITRATES, NITRITES, IRON, MANGANESE, IRON PLUS MANGANESE, SODIUM, pH, HARDNESS, ALKALINITY, TURBIDITY, AND COLOR. (SEE NOTE 5). 4. EACH WELL MUST BE YIELD TESTED AT A CONSTANT FLOW RATE DURING DRAW DOWN AND THROUGHOUT A 4-HOUR STABILIZED WATER LEVEL PERIOD TO VERIFY A MINIMUM OF 5 GALLONS PER MINUTE WELL YIELD. (SEE NOTE 5). 5. IF A WELL QUALITY TEST PARAMETER RESULT EXCEEDS A MAXIMUM CONTAMINANT LEVEL (MCL) CONTAINED IN 10 NYCRR PART 5, OR A WELL YIELD TEST RESULTS IN LESS THAN 5 GALLONS PER MINUTE, AN AMENDED DESIGN FOR TREATMENT OR WATER SUPPLY MUST BE SUBMITTED TO THE LOCAL AUTHORITY PRIOR TO RECEIVING A BUILDING PERMIT FOR THAT LOT. 6. WELLS THAT HAVE TURBIDITY LEVELS IN EXCESS OF 5 NTU ARE NOT ACCEPTABLE WATER SOURCES. WELLS THAT EXCEED 5 NTU AT INITIAL DRILLING (EXCLUSIVE OF OXIDIZED IRON AND MANGANESE) BUT ARE PROVEN TO PRODUCE WATER LESS THAN 5 NTU BY ADDITIONAL DEVELOPMENT AND CONTROLLED PUMP RATE ARE ACCEPTABLE. NO WELL SYSTEM IS TO BE DESIGNED TO BE PUMPED AT A RATE HIGHER THAN ITS PROVEN YIELD. 7. A CORROSIVITY TEST SHALL BE PERFORMED ON WELLS AS AN INDICATOR OF THE POTENTIAL FOR THE WELL WATER TO EXHIBIT CORROSIVE TENDENCIES. THE HOMEOWNER MUST BE PROVIDED WITH THE RESULTS OF THE TEST AND BE INFORMED THERE IS NO VERIFICATION THAT TREATMENT WILL OR WILL NOT BE REQUIRED. 8. TREATMENT FOR TURBIDITY REMOVAL MAY BE ACCOMPLISHED VIA AN INLINE CARTRIDGE FILTRATION SYSTEM CAPABLE OF FILTERING PARTICLES GREATER THAN 5 MICRONS (I.E. 5 MICRON ULTIMATE FILTRATION CAPACITY). 9. AFTER COMPLETION OF EACH WELL, THE WATER QUALITY AND WELL YIELD RESULTS SHALL BE REVIEWED AND CERTIFIED AND SUBMITTED TO THE LOCAL AUTHORITY A MINIMUM OF 30 DAYS PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. A SIGNED STATEMENT BY THE HOMEOWNER ACKNOWLEDGING RECEIPT OF THE WELL QUALITY, YIELD RESULTS AND THE NOTIFICATION OF THE NEED FOR ANY ADDITIONAL TREATMENT TO ADDRESS AESTHETIC PROBLEMS WITH THE WELL MUST BE SUBMITTED TO THE MUNICIPALITY PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 00z BENTONITE OR CEMENT GROUT USED TO FILL ANNULAR SPACE: 2" MIN. THICKNESS 6" DIA. STEEL CASING (AWWA A100) SUBMERSIBLE MOTOR POWER CABLE OVER -SIZE DRILL HOLE a z o Z MIN. DIA. SHALL BE w - CASING SIZE PLUS 4" ? 0o Qo 0o Ub Vr r4 ...I to PITLESS ADAPTER LU PLASTIC CABLE TIES TO DROP PIPE (TYP.) ice- CHECK/FOOT VALVE II SUBMERSIBLE WELL PUMP I I I I -- zJ 2 < -a I I zn� I I BOTTOM OF DRILLED WELL 10.AFTER A NEW WELL HAS BEEN CONSTRUCTED OR AN EXISTING WELL HAS BEEN REPAIRED OR SERVICED IN A MANNER THAT REQUIRES THE OPENING OF THE WELL CASING, THE WELL SHALL BE PUMPED TO WASTE UNTIL THE PUMPED WATER IS REASONABLY CLEAR. AFTER PUMPING TO WASTE, THE WELL PUMPING EQUIPMENT AND BUILDING PLUMBING SHALL BE DISINFECTED BEFORE BEING PUT INTO USE. DISINFECTION SHALL BE CONDUCTED IN ACCORDANCE WITH NYSDOH POLICY. 11.INDIVIDUAL WELLS SHOULD, IF POSSIBLE, BE CONSTRUCTED TO PRODUCE A MINIMUM LONG-TERM SUSTAINABLE YIELD OF 5 GPM OR MORE. WHERE THIS CAN NOT BE ACHIEVED, THE "RECOMMEND MINIMUM STORAGE (GALLONS)" TABLE CAN BE USED TO HELP SELECT WATER STORAGE THAT WILL ALLOW LOW YIELD WELLS TO MEET PEAK HOUSEHOLD WATER DEMAND. THIS STORAGE CAN BE PROVIDED BY A TANK, STORAGE IN THE WELL, OR A COMBINATION OF BOTH. 12.PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, TWO (2) WELL YIELD TESTS SHALL BE CONDUCTED TWENTY-FOUR (24) HOURS APART WITH ONE HUNDRED PERCENT (100%) RECOVERY REQUIRED BETWEEN TESTS. RESULTS SHALL MEET THE REQUIREMENTS OF THE WATER QUALITY STANDARDS FOR INDIVIDUAL WELLS, IN ACCORDANCE WITH THE REQUIREMENTS OF THE NYSDOH AND CITY OF SARATOGA SPRINGS. RECOMMENDED MINIMUM STORAGE (GALLONS) WELL YIELD (GPM) BEDROOMS 2 3 4 5 >= 5 NONE 3 TO 5 100 150 200 250 1 TO 3 150 200 250 300 0.5 TO 1 200 250 NOT RECOMMENDED FOR USE < 0.5 NOT RECOMMENDED FOR USE 1IIIrlII/Irll I A I IAIATrn CI Innl \/ Ir%nIAII/IBIr- IA/rl I Cnr!`Irl/`ATI/1AI[` SCALE: NOT TO SCALE z 0 a Z) zLUz Cm0 wlLUz 'n 0 NFU m�0 J - U-i Ir w a PROPERTY LINE i _ _CONSERVATION EASEMENT/ _ SETBACK LINE (TYP) i i i DIRECT SURFACE RUNOFF AROUND HOUSE, AS REQ'D LU II II III I� WELL E 1 - w _ z ¢IQ W LUw � In V) z 0 TEMPORARY MATERIAL --------------------- STOCK PILE AREA (AS REQ'D) Z N_L�_ � _ -1 - DIRECTION OF SURFACE RUNOFF ROW _ _ = SF_ TEMPORARY SILT FENCING, DOWNSTREAM OF SITE DISTURBANCES ROAD (TYP.) TYPICAL DRIVEWAY CULVERT (WHERE REQ'D TO CONVEY FLOW) IM TYPICAL LOT DEVELOPMENT NOTES: 1. PRIOR TO EARTH DISTURBANCE ACTIVITIES, STAKE OUT PROPOSED WORK, AND IDENTIFY LIMITS OF DISTURBANCE. 2. INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE AND EROSION CONTROL MEASURES PER PLANS AND/OR SWPPP. MAINTAIN EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION. TYPICAL LOT DEVELOPMENT PLAN SCALE: N.T.S. ATHER-PROOF CONSERVATION :A SIGN PANEL TANDARD GALVANIZED PIPE Vx4" P.T. POST JUNDSURFACE NOTES: 1. CONSERVATION AREA SIGN PANEL SHALL READ: "NATURAL CONSERVATION AREA. NO TREE CUTTING, OR DISTURBANCE PERMITTED. THESE LANDS ARE SUBJECT TO DECLARATION AND RESTRICTIVE COVENANT. MORE INFORMATION CAN BE OBTAINED FROM THE CITY OF SARATOGA SPRINGS PLANNING DEPARTMENT AT (518) 587-3550 X2533, OR WWW.SARATOGA-SPRINGS.ORG" 2. SIGN PANEL SHALL BE BROWN WITH GREEN LETTERING. 3. SEE PLAN FOR QUANTITY AND LOCATION OF SIGN PANELS. PANELS SHALL BE INSTALLED WITHIN 12" OF EASEMENT LINE, WITHIN THE LANDS TO BE CONSERVED. t-t-%wlrrnl /ATIt-%w1 A nr A e^n A i^r\ A elr SCALE: N.T.S. SEWAGE DISPOSAL SYSTEM EFFLUENT SEWER -\ SEPTIC TANK 7 BUILDING SEWER PA HOUSE DRIVEWAY WITH TURN AROUND TEMPORARY CONCRETE WASH -OUT AREA ---�-_J _ TEMPORARY STABILIZED SF ROW CONSTRUCTION ENTRANCE) CURB CUT (LOCATION PER HOMEOWNER) 3. CONSTRUCT SITE IMPROVEMENTS IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED ON PROJECT PLANS. STABILIZE ALL DISTURBED AREAS PRIOR TO REMOVAL OF TEMPORARY EROSION CONTROL MEASURES TOP COURSE NYSDOT 402.098302 - 9.51`3 H.M.A., 80 SERIES COMPACTION TACK COAT NYSDOT 407.0102 DILUTED BINDER COURSE NYSDOT 402.198902 - 19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 SUBBASE COURSE NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STD. PROCTOR PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL DRIVEWAY 1-1/2" 2" 81 MILOLICN STANDARD 1-1/2" 3" 12" < 30 ROADWAY MILLION NOTES: 1. PAVEMENT SECTION SPECIFIED ARE TYPICAL FOR DRIVEWAY 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. APPLY TACK COAT TO BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. 4. NOTIFY CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. ASPHALT PAVEMENT SCALE: N.T.S. LUzz In w 0 02�_ 0 > w Ir a In as NEW PAVEMENT EXISTING PAVEMENT El I ICU 1-1/L IVIIIV. ULLr- I\CT IIVIU EXISTING PAVEMENT TACK COAT ALL EXISTING NOTES: PAVEMENT SURFACES 1. PROVIDE PAVEMENT KEY AT ALL PROPOSED PAVEMENT TO EXISTING PAVEMENT TRANSITIONS. PAVEMENT KEY SCALE: N.T.S. CITY OF SARATOGA SPRINGS APPROVAL STAMP APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARAT GS. CHAIRPERSON TEIf c� z z z w 0 N2H U w Q T n a SARATOGA SPRINGS PLANNING BOARD NO. 20200518 CITE DEVELOPMENT I ENGINEERING LANDSCAPE ARCHITECTURE, PLLC 20 Reservation Avenue Saratoga Springs, NY 12866 www.citedev.com OWNER/APPLICANT: WADE NEWMAN 20 RESERVATION AVENUE SARATOGA SPRINGS, NY 12866 z O > w z O V) U) G m Z o z V) Q I--- Q Uj m 0 Ln } �- z oZ LLJ QO 0 O (f Q c�`n l��, v 1 LLJ /� z ry 0W � L w Oa ZLn O C7 O Q JU < \ S J Q N w Q O H Z Z U Q W Q 0 O �.�..� U j w (f DC 0 O 0 lZ� /gam U U vC UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROJ: 19004 DATE: AUGUST 10, 2020 SHEET NO.: 8 OF 10 4" DIA SCH. 40 PVC FROM SEPTIC TANK PRECAST CONCRETE BAFFLE 20" ADDITIONAL KNOCK -OUTS FOR FUTURE EXPANSION. PROVIDE HDPE PLUGS. 4" DIA. PERF. DISTRIBUTION LATERAL PLAN 24" TOPSOIL, SEED AND MULCH LOCATION STAKE, MOUND ADDITIONAL TOPSOIL OVER FLUSH WITH GRADE TRENCH TO ACCOMMODATE \ \' : \ \ \ \; \ \'.• SETTLING x Z Q 7777 ON -SITE- g z Q EARTH BACKFILL MATERIAL FOR BACKFILL -- N N PERMEABLE GEOTEXTILE OR z x¢ 4" DIA SCH. 40 PVC 00 o rn ,- \ \ UNTREATED BUILDING PAPER g FROM SEPTIC TANK N z WASHED CRUSHED STONE - �t (NYSDOT #2) - .. ... .. ... .. :. O N ? RAKE BOTTOM AND SMEARED iv z . z Ln N g SIDE WALLS .. 12" SAND OR PEA GRA ..... ... ..... .... ...... ...... ...... PROVIDE NON -SHRINK GROUT noln lain Trn nn��rt nl� :.• i>._ :. ,. :, - _. ... ... -. :, GROUNDWATER, BEDROCK, OR IMPERMEABLE SOIL CROSS SECTION VIEW LONGITUDINAL SECTION VIEW NOTES: 1. TRENCHES SHALL BE INSTALLED PARALLEL TO SURFACE CONTOURS, AND SPACED AT 6,4, O.C. 2. IMPORTED BACKFILL SHALL BE TOPSOIL OR NATURAL RUN OF BANK SAND OR GRAVEL FREE OF ORGANIC MATERIAL AND ELONGATED PARTICLES AND HAVE A MAX PARTICLE SIZE OF 3/4". 3. PERFORATED DISTRIBUTION LATERALS SHALL BE INSTALLED WITH PERFORATIONS FACING DOWN. PROVIDE PVC CAP AT DISTRIBUTION LATERAL ENDS. ABSORPTION TRENCH DETAIL SCALE: N.T.S. FINISHED GRADE a 24" o w (TYP.) z boo in O Uj LU w N Q w In 17) 26-0" 9-no 4'-0" TYP. 50% RESERVE AREA 12'-0'1 NOTES: 1. TRENCHES SHALL BE INSTALLED PARALLEL TO SURFACE 4. A DIVERSION SWALE SHALL BE CONSTRUCTED UPSLOPE CONTOURS, AND SPACED AT 6'-0" O.C. FROM THE FILL TO PREVENT SURFACE RUNOFF FROM THE SYSTEM. 2. SYSTEM SHALL NOT BE INSTALLED ON SITES WITH SLOPES EXCEEDING 15%. 5. USEABLE SOIL SHALL HAVE A PERCOLATION RATE BETWEEN 1 MIN/INCH AND 60 MIN/INCH. 3. FINAL SLOPE OVER SYSTEM SHALL BE GRADED TO DRAIN. CONVENTIONAL ABSORPTION TRENCH DISPOSAL FIELD DETAIL SCALE: N.T.S. 1. TOP SLAB, BOTTOM SLAB, AND SIDES ALL 1-1/2" THICK. 2. DISTRIBUTION BOX TO BE EQUIPPED WITH SPEED LEVELERS AND LEVELED USING WATER. 3. D-BOX BY FORT MILLER TYPE 1, DESIGN CASE 4 (NON-. 4. SEE PLAN FOR PVC LATERAL QUANTITY AND LOCATION. 5. LINES FROM D-BOX TO LATERALS SHALL BE 4" PVC SDR-35, NON -PERFORATED, MINIMUM SLOPE OF 1.0%. DISTRIBUTION BOX (TYPE 1) SCALE: N.T.S. JL D IILDING SEWER SEPTIC TANK STRIBUTION BOX C D _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - J L- \ SEWAGE DISPOSAL SYSTEM INVERT SCHEDULE HOUSE LOT ID BUILDING SEPTIC TANK DISTRIBUTION BOX LATERAL INV SEWER INV: OUT INV: INV: FINISH TOP INV: INV: FINISH TOP "All "B" "C" "D" IN OUT GRADE CONC IN OUT GRADE CONC 1 268.50 268.25 268.00 270.00 269.00 267.80 267.55 269.35 268.35 267.50 267.00 266.50 266.00 2 272.50 271.25 271.00 273.00 272.00 270.80 270.55 271.80 271.35 269.00 268.33 267.67 267.00 3 281.00 279.25 279.00 281.00 280.00 277.55 277.20 279.00 278.00 277.00 277.00 276.50 276.50 4 291.00 287.25 287.00 289.00 288.00 286.80 286.55 287.90 287.35 286.00 285.67 285.33 285.00 IF TOP OF TANK HAS GREATER THAN LOCATION STAKE, OR IRON PRECAST CONCRETE CAP 12" OF COVER, PROVIDE CONCRETE ROD FLUSH WITH GRADE (TYP.) EXTENSION COLLAR TO RAISE COVER (TYP.) TO WITHIN 12" OF GRADE FINISHED GRADE zQ r' N INLET INLET INVERT 3" ABOVE _ 1 OUTLET INVERT OUTLET _ CAULKED JOINT lD _ W a �' CAULKED JOINT 2 = w o SANITARY TEE LIQUID LEVEL SANITARY TEE EQUIPPED WITH - J O POLYLOK FILTER, MODEL = PL-122 4" X 22", OR BAFFLE Z APPROVED EQUIVALENT .F N 12" NYSDOT #2 CRUSHED STONE, COMPACTED 'I1311 C.L. BAFFLE SECTION VIEW SEPTIC TANK DIMENSIONS HEAVY OVERALL OVERALL OVERALL TOP SLAB WALL LIQUID INLET OUTLET EMPTY SIZE (GAL) DUTY HEIGHT WIDTH LENGTH THICKNESS THICKNESS THICKNESS LEVEL HEIGHT HEIGHT BAFFLE WEIGHT (Y/N) "" H 1IWIl IT" "T" 'IS" hill %Q" IIIII Iola „R„ .. (I DD5'-6-11,250 N 5'6'I 5'-3" 10'-211 4" 4.7" 3" 4141 4'-91' 4'-6" - 11,,480 1,500 Y 6 4' 6'-011 11'-0" 8" 6" 61' 41-111 5'-1" 4'-10" 31-611 24,915 PRECAST CONCRETE SEPTIC TANK " L" ACCESS PORT, OPENING PER MANUFACTURER (TYP.) OUTLET PRECAST CONCRETE CAP, PER MANUFACTURER (TYP.) JIUC INLC I PLAN VIEW NOTES: 1. SEPTIC TANKS SHALL BE AS MANUFACTURED BY FORT MILLER CO. OR APPROVED EQUIVALENT. DIMENSIONS SHOWN ARE PER STRUCTURES MANUFACTURED BY FORT MILLER CO. 2. SEPTIC TANKS IN TRAFFICKED AREAS MUST BE HEAVY DUTY CAPABLE OF SUPPORTING H-20 LOADING. 3. A DUAL -COMPARTMENT TANK OR TWO TANKS IN SERIES ARE REQUIRED WHEN FLOW IS RECEIVED FROM BUILDINGS EQUIPPED WITH GARBAGE GRINDERS. ABSORPTION TRENCH SCHEDULE TOTAL REQUIRED LENGTH OF CONVENTIONAL ABSORPTION TRENCH (BASED UPON 2 FT WIDE TRENCH) NUMBER OF BEDROOMS STABILIZED APPLICATION 2 3 4 5 6 PERCOLATION RATE FLOW RATE RATE (GPD/SF) (MIN/IN) (GPD) 220 330 440 550 660 1-5 1.20 92 138 184 230 275 6-7 1.00 110 165 220 275 330 8-10 0.90 123 184 245 306 367 11- 15 0.80 138 207 275 344 413 16 - 20 0.70 158 236 315 393 472 21- 30 0.60 184 275 367 459 550 DOSING REQUIRED IF THERE IS 500 FT OR MORE OF TOTAL TRENCH LENGTH ALTERNATE DOSING REQUIRED IF THERE IS 1,000 FT OR MORE OF TOTAL TRENCH LENGTH BASIS OF DESIGN: 1. THE FOLLOWING METHODOLOGY SHALL BE UTILIZED TO DETERMINE THE AAINIIRAI Inn DCr)l IIOCn rr.=��. -^--------- - II\uvl.i-Ij,_nrUULC,/i[5UVt. LOT SPECIFIC CALCULATIONS SHALL BE PERFORMED TO DETERMINE THE SIZES OF SEWAGE DISPOSAL SYSTEM COMPONENTS BASED UPON ACTUAL HOME DESIGN AND SEWAGE DISPOSAL FIELD LOCATION. NUMBER OF BEDROOMS = 4 (110 GPD/BEDROOM) GARBAGE GRINDER? YES PERCOLATION RATE = 1- 5 MIN/IN APPLICATION RATE = 1.2 GPD/SF FLOW = 4 BEDROOMS X 110 GPD = 440 GPD TOTAL AREA = 440 GPD / 1.2 GPD/SF = 367 SF TOTAL TRENCH LENGTH = 367 SF / 2 SF/FT = 184 FT USE 4 TRENCHES AT 46 FT EACH USE 1,500 GAL SEPTIC TANK PROVIDE SPACE FOR 50% EXPANSION AREA SEWAGE DISPOSAL SYSTEM DESIGN CHARTS REQUIRED SEPARATION DISTANCES FROM WASTEWATER TREATMENT SYSTEM COMPONENTS (FT) WELL OR SUCTION LINE STREAM, LAKE, PROPERTY DRAINAGE DITCH OR SYSTEM COMPONENTS (e)(f) WATERCOURSE (b), OR DWELLING LINE RAINS GARDENS (g) WETLAND 25 (IF CAST IRON OR PVC HOUSE SEWER DRAIN (WATERTIGHT JOINTS) WITH O-RING JOINTS), 25 3 10 10 50' OTHERWISE SEPTIC TANK, DOSING TANK OR WATERTIGHT ETU 50 50 10 10 10 EFFLUENT LINE TO DISTRIBUTION BOX/DROP BOX 50 50 10 10 10 DISTRIBUTION BOX/DROP BOX 100 100 20 10 20 ABSORPTION FIELD (c)(d) 100 (a) 100 20 10 20 RAISED SYSTEM OR MOUND (c)(d) 100 (a) 100 20 10 20 HORIZONTAL SEPARATION NOTES: a. WHEN ON -SITE WASTEWATER TREATMENT SYSTEMS (OWTS) ARE LOCATED UPGRADE AND IN THE DIRECT PATH OF SURFACE WATER DRAINAGE TO A WELL, THE CLOSEST PART OF THE TREATMENT SYSTEM SHALL BE AT LEAST 200 FEET AWAY FROM THE WELL. b. MEAN HIGH WATER MARK. WETLAND OR WATERCOURSE DETERMINATIONS SHOULD BE ADDRESSED WITH THE LHD OR OTHER AGENCY HAVING JURISDICTION AND THE APPLICABLE NYSDEC REGIONAL OFFICE. c. FOR ALL SYSTEMS INVOLVING THE PLACEMENT OF FILL MATERIAL, SEPARATION DISTANCES ARE MEASURED FROM THE TOE OF THE SLOPE OF THE FILL. d. SEPARATION DISTANCES SHALL ALSO BE MEASURED FROM THE EDGE OF THE DESIGNATED ADDITIONAL USEABLE AREA (I.E. RESERVE AREA), WHEN AVAILABLE. e. THE CLOSEST PART OF THE OWTS SHALL BE LOCATED AT LEAST TEN (10) FEET FROM ANY WATER SERVICE LINE (E.G. PUBLIC WATER SUPPLY MAIN, PUBLIC WATER SERVICE LINE OR RESIDENTIAL WELL WATER SERVICE LINE). �i-i-mMAIJUNVIJIANLU) I-KUIVI CUN IAIVIINANT SOURCES SHALL BE INCREASED BY 50% WHENEVER AQUIFER WATER ENTERS THE WATER WELL AT LESS THAN 50 FEET BELOW GRADE. 1F A 50% INCREASE CANNOT BE ACHIEVED, THEN THE GREATEST POSSIBLE INCREASE IN SEPARATION DISTANCE SHALL BE PROVIDED WITH SUCH ADDITIONAL MEASURES AS NEEDED TO PREVENT CONTAMINATION. g. RECOMMENDED. USE SITE EVALUATION TO AVOID OWTS SHORT-CIRCUITING TO THE SURFACE OR GROUNDWATER AND TO MINIMIZE IMPACTS ON OWTS FUNCTIONALITY. MINIMUM SEPTIC TANK CAPACITIES NUMBER OF BEDROOMS MIN. TANK CAPACITY (GAL) MIN. LIQUID SURFACE AREA (SF) 1, 2, 3 1,000 27 4 1,250 34 5 1,500 40 6 1,750 47 NOTES: 1. TANK SIZE REQUIREMENTS FOR MORE THAN SIX (6) BEDROOMS SHALL BE CALCULATED BY ADDING 250 GALLONS AND SEVEN (7) SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. 2. A GARBAGE GRINDER SHALL BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING SEPTIC TANK SIZE. 3. A WHIRLPOOL BATH OR SPA (CONNECTED TO HOUSE PLUMBING) SHOULD BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING SEPTIC TANK SIZE. SCALE: NOT TO SCALE GENERAL NOTES: CONSTRUCTION INSPECTION, TESTING AND CERTIFICATION NOTES: 1. ALL SEWAGE DISPOSAL SYSTEMS SHOWN ON THESE PLANS ARE SCHEMATIC IN 4. THE FINISHED SURFACE ABOVE THE ABSORPTION AREA SHALL BE GRADED IN A 1. REQUIRED INSPECTIONS OF THE SEWAGE DISPOSAL SYSTEM BY A LICENSED NATURE. A LOT SPECIFIC SEWAGE DISPOSAL SYSTEM DESIGN SHALL BE MANNER SO AS TO SHED SURFACE RUNOFF. PROFESSIONAL ENGINEER SHALL INCLUDE: COMPLETED FOR EACH LOT BY A LICENSED PROFESSIONAL ENGINEER PRIOR TO ISSUANCE OF A BUILDING PERMIT. 5. FILL MATERIAL, WHEN REQUIRED, SHALL BE CLEAN, LOAMY SAND, WITH A • FILL MATERIAL, AT THE BORROW PIT OR SOURCE OF ORIGIN (IF STABILIZED IN -PLACE PERCOLATION RATE BETWEEN 5 MINUTES PER INCH AND REQUIRED) 2. INSTALLATION OF ALL SANITARY SEWAGE DISPOSAL SYSTEM COMPONENTS 10 MINUTES PER INCH. ALL IMPORTED MATERIALS TO BE APPROVED IN SHALL BE CONSISTENT IN EVERY RESPECT WITH THE STANDARDS SET FORTH BY WRITING BY A LICENSED PROFESSIONAL ENGINEER PRIOR TO PURCHASE AND . FILL MATERIAL, IN -PLACE (PERCOLATION TEST REQUIRED) THE NYSDOH APPENDIX 75-A AND ALL LOCAL MUNICIPAL REQUIREMENTS. DELIVERY TO THE SITE. • AFTER INSTALLATION, BUT PRIOR TO BACKFILL OF SYSTEM COMPONENTS 3. CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO COMMENCEMENT OF 6. THE ENTIRE WASTEWATER DISPOSAL SYSTEM AREA AND ALL DISTURBED (E.G. PIPING, TANKS, PITS, DISTRIBUTION BOXES, LATERALS, ETC.) WORK TO REVIEW THE INSTALLATION DETAILS AND INSPECTION AREAS SHALL RECEIVE TOPSOIL, SEED, AND MULCH TO ACHIEVE A PERMANENT REQUIREMENTS. STAND OF VEGETATION. TURF SURFACE MUST BE MAINTAINED OVER THE . UPON FINAL GRADING OF THE SITE. ABSORPTION FIELD. 2. ENGINEER SHALL INSPECT SEPTIC TANK FOR BAFFLE AND/OR OUTLET FILTER WASTEWATER DISPOSAL SYSTEM PIPING NOTES: 7. AVOID OVER -COMPACTION IN THE AREA OF THE ABSORPTION SYSTEM. MOVE PRIOR TO USE. FILL MATERIAL WITH A SMALL TRACK -TYPE EXCAVATOR TO MINIMIZE SOIL 1. BUILDING SEWERS (BUILDING TO SEPTIC TANK): 4" SOLID PVC SCH. 40 PIPE, COMPACTION. 3. SEPTIC TANKS SHALL BE TESTED FOR WATER TIGHTNESS IN ACCORDANCE WATER TIGHT JOINTS, MINIMUM SLOPE 1/4" PER FT (2.0%). WITH NYSDOH REQUIREMENTS. SEAL AND FILL TANKS WITH WATER, LET 8. CONTRACTOR TO SECURE PERMITS, AS REQUIRED. STAND FOR 24 HOURS. REFILL TANK. TANK IS APPROVED IF LEVEL IS HELD FOR 2. EFFLUENT SEWERS (SEPTIC TALK TO DISTRIBUTION BOX): 4" SOLID PVC SCH. ONE (1) HOUR. ENGINEER MUST WITNESS TESTING. 40 PIPE, WATER TIGHT JOINTS, MINIMUM SLOPE 1/4" PER FT (2.0%). 9. CONTRACTOR TO PROVIDE AS -BUILT INFORMATION FOR THE SYSTEM. 4. CERTIFICATION BY A PROFESSIONAL ENGINEER SHALL BE PROVIDED TO THE 3. DISTRIBUTION BOX TO ABSORPTION FIELD PIPING: 4" SOLID PVC SDR 35 PIPE, WASTEWATER DISPOSAL SYSTEM OPERATION NOTES: LOCAL AUTHORITY AND THE HOMEOWNER UPON COMPLETION OF THE WATER TIGHT JOINTS, MINIMUM SLOPE 1/8" PER FT (1.0%). SYSTEM. 1. NO HEAVY EQUIPMENT, VEHICULAR PARKING OR TRAFFIC SHALL BE ALLOWED 4. ABSORPTION FIELD LATERALS PIPING: 4 PERFORATED SDR-35 PIPE MEETING OVER THE SYSTEM AFTER CONSTRUCTION. SYSTEM DESIGN & PERFORMANCE NOTES: ASTM STANDARDS FOR USE IN SEPTIC SYSTEMS, INSTALLED LEVEL- MAX. SLOPE 1/16" PER FT (0.5%). STANDARD SEPTIC LATERAL PIPING MAY BE USED. 2• DISPOSAL OF CHEMICALS, MEDICATIONS, EXCESS FATS AND GREASES, 1. THE WASTEWATER TREATMENT SYSTEMS HAVE BEEN DESIGNED TO TREAT CONSTRUCTION MATERIALS OR CLEANERS IN SINKS OR TOILETS IS PROHIBITED. TYPICAL RESIDENTIAL SEWAGE AS DEFINED IN SUBPART 75-A.1(B)(29). THE 5. ALL GRAVITY SEWERS (BUILDING SEWERS, EFFLUENT SEWERS, ETC.) SHALL BE DO NOT USE SEPTIC TANK ADDITIVES. SYSTEMS MUST BE OPERATED AND MAINTAINED IN ACCORDANCE WITH THE INSTALLED AT A CONSTANT SLOPE AND ALIGNMENT. MAXIMUM GRAVITY DESIGN BASIS AND NYSDOH REQUIREMENTS. FAILURE TO MAINTAIN THE SEWER SLOPES SHALL BE 15%. 3. DO NOT CONNECT ROOF, FOOTING, SUMP OR OTHER DRAINS TO ABSORPTION SYSTEMS IN ACCORDANCE WITH THESE REQUIREMENTS MAY RESULT IN SYSTEM. SYSTEM FAILURE OR DEGRADATION. THE DESIGN PROFESSIONAL IS NOT SEPTIC TANKS: LIABLE FOR SYSTEM FAILURE OR DEGRADATION AS A RESULT OF FAILING TO 4. DO NOT ALLOW ROOF DRAINS TO DISCHARGE ABOVE OR ALLOW OPERATE AND MAINTAIN THE SYSTEMS IN ACCORDANCE WITH THESE 1. SEPTIC TANK OUTLETS SHALL BE EQUIPPED WITH A POLYLOK FILTER (PL-122 STORMWATER RUNOFF TO COLLECT OVER ABSORPTION SYSTEM. REQUIREMENTS. 4"X22") OR APPROVED EQUIVALENT. 5. HOMEOWNER TO OBSERVE WATER CONSERVATION PRACTICES. DWELLINGS SOIL AMENDMENT NOTES: 2. ADD 250 GAL TO SEPTIC TANK SIZE FOR HOMES EQUIPPED WITH A GARBAGE SHALL INSTALL WATER -SAVING FIXTURE TYPES. GRINDER. 1. FOR LOTS WHERE THE EXISTING STABILIZED PERCOLATION RATE IS MEASURED 6. TURF SURFACE MUST BE MAINTAINED OVER THE ABSORPTION FIELD. TO BE FASTER THAN 1 MINUTE PER INCH, SOIL AMENDMENT OR INSTALLATION & BACKFILLING NOTES: REPLACEMENT IN ACCORDANCE WITH THE FOLLOWING IS REQUIRED. 7. MAINTENANCE SCHEDULE: SEPTIC TANKS SHALL BE INSPECTED ANNUALLY 1. INVERTS OF SYSTEM TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. AND BE PUMPED AT LEAST ONETIME EVERY TWO TO FIVE YEARS. REMOVE • EXCAVATE EXISTING SOIL TO A DEPTH OF 2 FEET BELOW THE BOTTOM OF AND CLEAN SEPTIC FILTER WHILE PERFORMING ANNUAL INSPECTION. IF TRENCHES AND HORIZONTAL EXTENTS OF 2 FEET BEYOND THE 2. NO PORTION OF THE SEWAGE DISPOSAL SYSTEM SHALL BE PLACED UNDER SIGNIFICANT BUILD-UP OF SOLIDS IS NOTED IN THE SEPTIC TANK, MORE ABSORPTION FIELD AREA (INCLUDING THE 50% EXPANSION AREA). THE DRIVEWAY OR IN AN AREA TRAVERSED BY VEHICULAR TRAFFIC. FREQUENT PUMP OUT MAY BE REQUIRED, AND THE ENGINEER SHOULD BE NOTIFIED. REFER TO THE NYSDOH "RESIDENTIAL ONSITE WASTEWATER TREATMENT DESIGN HANDBOOK" FOR MORE INFORMATION ON PROPERLY • REPLACEMENT SOIL: PLACE AMENDED OR IMPORTED REPLACEMENT SOIL 3. THE LOCATION OF ALL SEWAGE DISPOSAL SYSTEM COMPONENTS MUST HAVING A PERCOLATION RATE BETWEEN 5 AND 10 MINUTES PER INCH. SATISFY THE MINIMUM HORIZONTAL AND VERTICAL SEPARATION DISTANCES OPERATING AND MAINTAINING SEWAGE DISPOSAL SYSTEMS. SOIL SHALL BE PLACED IN 6 INCH LIFTS AND COMPACTED WITH AS SPECIFIED BY APPENDIX 75-A AND THESE PLANS. EQUIPMENT TO THE APPROXIMATE DENSITY OF THE ON -SITE SOILS. • A LICENSED PROFESSIONAL ENGINEER SHALL CERTIFY THE INSTALLED REPLACEMENT SOIL, AND PERFORM AND CERTIFY TWO (2) PERCOLATION TESTS WITHIN THE REPLACEMENT SOIL. SEWAGE DISPOSAL SYSTEM NOTES AND SPECIFICATIONS SCALE: NOT TO SCALE CITY OF SARATOGA SPRINGS APPROVAL STAMP APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SPRINGS. CHAIRPERSON DATE d3 y ZdL� SARATOGA SPRINGS PLANNING BOARD NO. 20200518 CITE DEVELOPMENT I ENGINEERING LANDSCAPE ARCHITECTURE, PLLC 20 Reservation Avenue Saratoga Springs, NY 12866 www.citedev.com OWNERJAPPLICANT: WADE NEWMAN 20 RESERVATION AVENUE SARATOGA SPRINGS, NY 12866 z O Ln w z O in In m In J_ LU 0 � z LU p z U I- Q 0 0 p F-- Q cir- Q Q z > `) J W z Q LU U0 a- z O(D O IZ J U < UO J N 0 Q LL O z r U w CD LU a Q 0 O � W z o W ry O V) J lD 0 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROJ: 19004 DATE: AUGUST 10, 2020 C9 SCALE: NOT TO SCALE SHEET NO.: 9 OF 10 WOVEN WIRE FENCE 10' MAX CENTER TO CENTER (MIN. 14 GAUGE W/ MAX. 6" MESH SPACING) 36" MIN. FENCE POSTS, / DRIVEN 16" MIN. INTO GROUND MIRAFI 100X, STABILINKA T140N, OR FILTER X PREFABRICATED SILT FENCE WITH POSTS OR APPROVED EQUIVALENT. TAMPED BACKFILL HEIGHT OF FILTER = 16" MIN 1O g PERSPECTIVE VIEW 36" MIN FENCE POST o Z UNDISTURBED GROUND EMBED FILTER CLOTH v Vl _ MIN 6" INTO GROUND z 4" EXCAVATED TRENCH SECTION NOTES: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" 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 6" AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALS REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 5. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED 1/4 ACRE PER 100 FEET OF FENCE. 6. SILT FENCE SHALL BE USED WHERE EROSION COULD OCCUR IN THE FORM OF SHEET EROSION. 7. SILT FENCE SHALL NOT BE USED WHEN A CONCENTRATION OF WATER IS FLOWING TO THE BARRIER. 8. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUN-OFF TO A SILT FENCE ARE: SLOPE STEEPNESS MAXIMUM SLOPE LENGTH (FT) 2:1 25 3:1 50 4:1 75 5:1 OR FLATTER 100 r_'� SILT FENCE INSTALLATION DETAIL SCALE: N.T.S. FLARED END SECTION EMBED IN GRADE FINISHED GRADE SECTION )ARD COUPLING BAND S TOE PLATE FLARED END SECTION NOTES: 1. END SECTION SHALL BE FURNISHED WITH A GAGE EQUAL TO OR LARGER THAN THE GAGE OF THE PIPE BEING ATTACHED TO. 2. SKIRT SECTION FOR 12" THRU 24" DIAMETER PIPE SHALL BE MADE IN ONE PIECE. 3. TOE PLATE TO BE PUNCHED TO MATCH HOLE IN SKIRT LIP, 3/8" GALVANIZED BOLTS TO BE FURNISHED. LENGTH OF TOE PLATE = W +10 FOR 12" DIAMETER PIPE. FLARED END SECTION DETAIL SCALE: N.T.S. IN NON -PAVED AREAS I IN PAVED AREAS PROVIDE 4" TOP SOIL, SEED PAVEMENT SECTION, SEE AND MULCH PLAN �( �' PIPE ZONE BACKFILL \, 12" + 50% O.D. SEE PLAN FOR PIPE SIZE AND \� MATERIAL \\` PIPE ZONE BEDDING \ 6" + 50% O.D. UNDISTURBED MATERIAL 12" 12" NOTES: 1. TRENCH BACKFILL SHALL BE A NATURAL RUN -OF -BANK (R.O.B.) OR PROCESSED GRAVEL, OR EXCAVATED MATERIAL FREE OF SOFT, NONDURABLE PARTICLES, ORGANIC MATERIALS AND ELONGATED PARTICLES, AND SHALL BE WELL GRADED FROM FINE TO COARSE PARTICLES. TRENCH BACKFILL GRADATIONS SHALL BE APPROVED BY THE ENGINEER AND SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: SIEVE DESIGNATION % PASSING 4" 100% NO.40 0-70% NO. 200 0-15 % TRENCH BACKFILL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR. TRENCH BACKFILL IN NON -TRAFFIC, NON -PAVED AREAS CAN UTILIZE MATERIALS EXCAVATED FROM THE TRENCH AS APPROVED BY THE ENGINEER AND COMPACTED TO 90% MODIFIED PROCTOR. 2. PIPE BEDDING AND PIPE ZONE BACKFILL SHALL BE A NATURAL RUN -OF -BANK (R.O.B.) SAND OR A MIXTURE OF CRUSHED STONE AND GRAVEL, FREE OF SOFT, NONDURABLE PARTICLES, ORGANIC MATERIALS AND ELONGATED PARTICLES, AND SHALL BE WELL GRADED FROM FINE TO COARSE PARTICLES. BEDDING GRADATIONS SHALL BE APPROVED BY THE ENGINEER AND SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: SIEVE DESIGNATION % PASSING 3/4" 100% NO. 40 0-70% NO. 200 0-10% PIPE BEDDING AND PIPE ZONE BACKFILL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR. 3. TRENCHING SHALL BE IMPLEMENTED IN ACCORDANCE WITH O.S.H.A. STANDARDS. 4. DRIVEWAY CULVERTS TO BE HDPE N-12 PIPE BY ADS OR APPROVED EQUIVALENT. STORM SEWER PIPE TRENCH DETAIL SCALE: N.T.S. AIn HAYBALES Co lcLL TC 7\ STONE ENTRANCE NOTES: 1. CONCRETE WASHOUT AREA(S) SHALL BE INSTALLED WOOD STAKE = PRIOR TO CONCRETE PLACEMENT ON SITE. SURFACE (2 PER BALE) JI DISCHARGE IS UNACCEPTABLE. A ° A 2. THE LOCATION OF THE CONCRETE WASHOUT SHALL BE APPROVED BY THE ENGINEER. LOCATE FACILITIES ° A MINIMUM OF 50 FEET FROM DRAINAGE SWALES, ° STORM INLETS, WETLANDS, STREAMS, AND OTHER 0 SURFACE WATERS. ° 3. HAY BALES, EARTHEN BERM, SAND BAGS, OR STONE AS APPROVED BY THE ENGINEER, SHALL BE USED AROUND THE PERIMETER OF THE CONCRETE WASHOUT AREA(S) FOR CONTAINMENT AND TO ANCHOR THE PLASTIC LINER IN PLACE. PLAN 4. SIGNS SHOULD BE PLACED AT CONCRETE WASHOUT = AREA(S) TO CLEARLY INDICATE THE LOCATION OF _ Z w z THE CONCRETE WASHOUT TO OPERATORS OF SAND BAGS o CONCRETE TRUCKS AND PUMP RIGS. 2% SLOPE f-- 5. WASHOUT AREA(S) ARE TO BE INSPECTED DAILY. - - - HARDENED CONCRETE WASTE SHOULD BE REMOVED 1 AND DISPOSED OF WHEN THE WASTE HAS 3 ACCUMULATED TO 75% OF THE STORAGE CAPACITY 4' X 4' 10 MIL POLY SHEETING OF THE STRUCTURE. MIN. FREE OF HOLES, TEARS OR OTHER DEFECTS 6. DAMAGED OR LEAKING WASHOUT FACILITIES SHALL BE REPAIRED OR REPLACED IMMEDIATELY PLASTIC SECTION A -A LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT AREA(S). CONCRETE WASHOUT AREA SCALE: N.T.S. SCALE: N.T.S. SEE N EXISTING GEOTEXTILE GROUND M P PROVIDE CULVERT PIPE UNDER ENTRAN CONVEY UPLAND DRAIN AS NECES (ONLY AS SHOWN ON P EXISTING GROUND NOTES: 1. PREPARE THE TOPSOIL (SEEDBED) FIRST BY RAKING, SHAPING, FINE GRADING, COMPACTING, SEEDING & FERTILIZING THE SLOPES. 2. USE THE TRENCHING & ANCHORING PROCEDURES DETAILED HEREIN TO SECURE ANY EXPOSED MATERIAL ENDS. SECURE ALL PRODUCT OVERLAPS. OVERLAP IN THE DIRECTION OF WATER FLOW, PERPENDICULAR TO THE SLOPE. 3. KEEP EROSION CONTROL BLANKET IN SOLID CONTACT WITH THE TOPSOIL. 4. USE THE REQUIRED NUMBER OF STAPLES STAKES TO SECURELY FASTEN THE BLANKET TO THE SLOPE. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLES/STAKES LENGTHS GREATER THAN 6" MAY BE NECESSARY FOR PROPER SECURING. STAPLE PATTERNS & OVERLAPS ARE DEPENDENT ON SITE CONDITIONS & MANUFACTURER'S REQUIREMENTS. CONTRACTOR SHALL CONSULT WITH MANUFACTURER FOR ACTUAL SITE SPECIFIC REQUIREMENTS. TRENCHING AND ANCHORING PROCEDURE NOTES: SIDE SEAM OVERLAP: THE EDGES OF PARALLEL BLANKETS SHALL BE STAPLED WITH A 5" OVERLAP. TOP OF SLOPE TRENCH: BEGIN AT THE TOP OF SLOPE BY ANCHORING THE EROSION CONTROL BLANKET IN A 6"D x 6"W TRENCH WITH A 12" OVERLAP EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR WITH A ROW OF STAPLES/STAKES 12" O.C. IN THE BOTTOM OF THE TRENCH. BACKFILL & COMPACT AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL & FOLD THE REMAINING 12" PORTION OF THE BLANKET BACK OVER THE SEED & COMPACTED SOIL. SECURE THE BLANKET OVER THE COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED 12" O.C. ACROSS THE ENTIRE WIDTH. END ROLL OVERLAP: CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE SHALL BE PLACED END OVER END (SHINGLE -STYLE) WITH A 3" OVERLAP. STAPLE THRU OVERLAPPED AREAS, 12" APART ACROSS THE ENTIRE WIDTH. BOTTOM OF SLOPE TERMINATION _ - I wc,3 s ALLATION) DETAIL EXISTING PAVEMENT CITE 2 1O 3' 5H:1V OUNTABLE BERM (OPTIONAL) ROFILE CE TO AGE, SARY LAN) SEE NOTE 4 12' MIN.'' EXISTING PAVEMENT PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE DETAIL SCALE: N.T.S. CONSTRUCTION ENTRANCE SPECIFICATIONS: 1. STONE SIZE - USE 1-4" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50' (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30' MINIMUM LENGTH WOULD APPLY). 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY FOUR (24) FEET IF SINGLE ENTRANCE TO SITE. 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. (GEOTEXTILE NOT REQUIRED ON SINGLE-FAMILY RESIDENCE LOTS.) 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2 SLOPE OR LESS �1 INSTALLATION NOTES: I „� FENCE 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2H:1V. 3. UPON COMPLETION OF STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR HAYBALES, THEN STABILIZED WITH VEGETATION OR COVERED. 4. SEE SPECIFICATIONS FOR INSTALLATION OF SILT FENCE AND HAYBALES. TEMPORARY SOIL STOCKPILE DETAIL SCALE: N.T.S. CITY OF SARATOGA SPRINGS APPROVAL STAMP APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF(fio�l RINGS. CHAIRPERSONATE OS i 9 7oL SARATOGA SPRINGS PLANNING BOARD NO. 20200518 CITE DEVELOPMENT I ENGINEERING LANDSCAPE ARCHITECTURE, PLLC 20 Reservation Avenue Saratoga Springs, NY 12866 www.citedev.com OWNER/APPLICANT: WADE NEWMAN 20 RESERVATION AVENUE SARATOGA SPRINGS, NY 12866 z 0 Ln w z 0 V) V) 2 cc N ]G re 0 Z Uj _O V) V) > J M Q ~ LLJ L0 z Q Q Z o V O < J O 0 Q p cr Q z > LJ.J ar- z Z W O oz O 0 Z J Q Q V) O (ri F- L: O Z U W c O 0 0 w (7 z W o O J 0 t c UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROJ: 19004 DATE: AUGUST 10, 2020 clo SHEET NO.: 10 OF 10