Zoning Board Meeting & Work Session — 2026-04-16 — Agenda

Page 1 TOWN OF CORTLANDT ZONING BOARD OF APPEALS Town Hall, 1 Heady Street Michael Fleming Cortlandt Manor, NY 10567 Town Supervisor Main #:Chairman 914-734-1080 914-734-1080 Richard H. Becker, MD Wai Man Chin Town Board Vice-Chairman James F. Creighton Chris Beloff Cristin Jacoby Frank Franco Robert Mayes Michelle Piccolo Hill Joyce C. White Benito Martinez Thomas Walsh TO JOIN THE MEETING REMOTELY USE THE ZOOM LINK BELOW: https://us02web.zoom.us/j/83556329811?pwd=nAs3WlvbRBhobate0BPHjHnPX9dJvV.1 AGENDA………………………………………………...............................ZONING BOARD OF APPEALS Town Hall – 1 Heady Street Cortlandt Manor, NY 10567 Work Session – Thursday, April 16, 2026 at 6:30 PM 1. Discuss Agenda for the Regular Meeting Regular Meeting – Thursday, April 16, 2026 at 7:00 PM * 1. Pledge to the Flag and Roll Call 2. Adoption of the Meeting Minutes for February 19, 2026 3. PUBLIC HEARING (continued from February meeting) A. Case No. 2026-1 – Application of Steve Auth, for the property of Andrea Omboni, for area variances, for lot area, front yard and side yard setbacks for a proposed new residence located at 34 Young St. 4. NEW PUBLIC HEARINGS A. Case No. 2026-2 – Application of Gabrielle Salman, R.A. on behalf of Elvia Campoverde and Braulio Calle, for area variances for an existing front portico and shed for property located at 8 Ogden Ave. B. Case No. 2026-3 – Application of David Goessl, P.E. on behalf of Michael Smith, for an area variance for a proposed accessory structure, an in-ground pool, located in the defined front yard for property located at 9 Veronica Ct. NEXT REGULAR MEETING THURSDAY, MAY 21, 2026 *Regular meeting to begin at conclusion of the work session Page 2 YOUNG STREET 32 YOUNG STREET BULK TABLE REQUIREMENTS EXTEND N/F GARDNER S-B-L: 13.13-2-35.1 Zone: R-40 Single Family Residential ZONING INFORMATION Existing Use: Vacant Land Proposed Use: Single Family Residence Joseph G. Thompson Architect, PLLC 10 8 N D i vi si on S tree t, S ui te 100 Use Permitted By: By Right Peekskill, New York 10566 MINIMUM REQUIRED PH: (8 4 5) 5 3 2 - 8 1 5 6 EM: joe@jthompsonarch.com Required Proposed NOTES: EET Lot Area NG STR IT IS A VIOLATION OF THE LAW FOR 34 YOU ANY PERSON, UNLESS ACTING 34 YOUNG STREET Lot Width UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN 0.79 ACRE LOT ITEM BEARING THE SEAL OF AN ARCHITECT OR ENGINEER IS S-B-L 13.13-2-34 Landscape Coverage ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO HIS 34,820.5 SF ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS YARD SETBACKS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Required Proposed DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. © JOSEPH G THOMPSON ARCHITECT, Front PLLC. ALL RIGHTS RESERVED. Rear Side G . THOM MAXIMUM PERMITTED PH 38 YOUNG STREET 36 YOUNG STREET 78 RED MILL ROAD E PS JOS ON N/F VARA N/F GUILDED AGE N/F CARROLL Permitted Proposed S-B-L: 13.13-2-33.2 CONSTRUCTION S-B-L: 13.13-2-33 S-B-L: 13.13-2-33.1 Floor Area 036057 N Building Coverage 1 Site Location Map 2 Site Plan Building Height Joseph G. Thompson, RA SEAL C1.01 Scale: 1" = 250'-0" C1.01 Scale: 1" = 30'-0" New York State License #036057 250 249 248 247 246 245 244 243 242 241 240 NEIGHBORING FENCE 219 218 217 EXTEND PLAY 221 220 YOUNG 227 226 225 224 223 222 GYM 231 230 229 228 244 242 240 233 232 STREET 239 237 236 234 238 235 NEW ASPHALT DRIVE 250 FOR ZONING BOARD OF APPEALS REVIEW & APPROVAL STAIRS (4' TOTAL HT) PAVER WALK 249 34 YOUNG STREET NEW 2 STORY SINGLE FAMILY RESIDENCE 0.79 ACRE LOT S-B-L 13.13-2-34 DECK (1,942 SF FOOTPRINT (14' X 24') 248 34 Young Street 415 SF +1,702 SF SECOND FLOOR) 34,820.5 SF 3,644 TOTAL SF Town of Cortlandt - Westchester County FFE 250' PAVER WALK GARAGE SLAB ELEV 240.0' LANDING Cortlandt Manor, New York 10567 Green Tek Land & Site, LLC S-B-L: 13.13-2-34 34 Young Street SEPTIC TANK Date: February 2, 2026 Revisions: March 12, 2026 244 243 242 240 239 238 237 236 235 234 233 232 231 230 229 228 227 226 225 224 223 222 221 220 219 218 217 216 3 Enlarged Architectural Site Plan C1.01 C1.01 Scale: 1" = 10'-0" Page 3 ZONING BOARD OF APPEALS FACT SHEET ZBA Member Assigned: Chin CASE NO.: 2026-2 Name of Applicant: Gabrielle Salman, R.A. Owner: Elvia Campoverde and Braulio Calle Address of property: 8 Ogden Ave. Section, Block, Lot: 33.08-3-16 Prior ZBA Case No.: N/A Zone: R-10 Lot Size: Approx. 10,000 sq. ft. Request: Area variances per §307-17 Table of Dimensional Regulations: 1. Front Yard Setback for Existing Portico: Required = 30 ft. Proposed = 24.8 ft. Relief sought = 5.2 feet 2. Side Yard Setback for Existing Shed: Required = 6 ft. Proposed = 1.4 ft. Relief sought = 4.6 feet 3. Rear Yard Setback for Existing Shed: Required = 6 ft. Proposed = 1.7 ft. Relief sought = 4.3 feet 4. Height of Existing Shed: Required = 10 ft. to eave/ceiling joist (1st floor) | 7 ft. to ridge (2nd floor) Proposed = 7.5 ft. to eave/ceiling joist (complies) | 7.5 ft. to ridge (non-compliant) Relief sought = 0.5 feet (to ridge) Staff Comments: Code Enforcement received an application to legalize the pre-existing shed and portico. Permit was denied, setbacks (above) do not comply with required dimensional regulations. Variance(s) Requested: Area variances for front yard setback for an existing portico roof over the front, and side/rear yard setbacks for an existing shed. REQUIRED PROPOSED VARIANCE % Portico: Front Yard 30 ft. 24.8 ft. 5.2 ft. 17% Shed: Side Yard 6 ft. 1.4 ft. 4.6 ft. 77% Rear Yard 6 ft. 1.7 ft. 4.3 ft. 72% Height (to ridge) 7 ft. 7.5 ft 0.5 ft. 7% SEQR: TYPE II – No further compliance required Page 4 Page 5 Page 6 Page 7 Page 8 Page 9 Page 10 Page 11 MASONRY EXISTING CONDITIONS (LEGALIZATION) GENERAL REQUIREMENTS THE DESIGN, MATERIAL & METHOD OF PREPARING CONCRETE SHALL COMPLY WITH THE LOCAL, STATE & NATIONAL BUILDING CODE 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM FIRE PROTECTION AND BUILDING REQUIREMENTS. THE ULTIMATE DESIGN STRENGTH AT 28 DAYS FOR ALL CONCRETE TO BE 3000 PSI. CONCRETE SHALL BE SUPPLIED CODE, AND ALL CODES AND AUTHORITIES HAVING JURISDICTION. WORK SHALL BE DONE TO THE HIGHEST INDUSTRY ON THE BASIS OF PRE-QUALIFIED MIX FOR STRENGTH SPECIFIED CONTROLLED INSPECTION WAIVED IN ACCORDANCE WITH TABLE STANDARDS. 10.1 & 10.2. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING FRAMING, DIMENSIONS AND CONDITIONS BEFORE HIS WORK BEGINS. ANY FRONT PORTICO, STONE RETAINING WALL AND A) THE MAXIMUM NUMBER OF BAGS OF CEMENT FOR EACH CUBIC YARD OF CONCRETE (ALL AGGREGATES) SHALL BE DISCREPANCIES IN DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING BEFORE WORK IS TO AS FOLLOWS: PROCEED. THE CONTRACTOR WILL BE HELD TO HAVE EXAMINED THE SITE OF THE JOB, THE DRAWINGS AND THE GENERAL I. 3000 PSI + 5 BAGS PER CUBIC YARD. NOTES BEFORE SIGNING THE AGREEMENT WITH THE OWNER AND BE SATISFIED AS TO THE CONDITIONS HE WILL BE OBLIGED II.SLUMP SHALL NOT EXCEED THE FOLLOWING; TO OPERATE IN PERFORMING ALL WORK UNDER THIS CONTRACT. 4" +/- FOR GRAVEL OR STONE AGGREGATE CONCRETE 3" +/- FOR LIGHT WEIGHT AGGREGATE CONCRETE 3. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND FREE FROM 4. DEFECTS. PROVIDE SAMPLES OF ALL FINISHED TRIM AND CUTS OF ALL EQUIPMENT FOR OWNER'S APPROVAL. WHERE APPLICABLE, SUPPLY OWNER WITH MANUFACTURER'S WARRANTIES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS EITHER WITHIN THE PREMISES, IN DESIGNATED B) THREE (3) TEST CYLINDERS SHALL BE MOLDED FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF OF EACH CLASS OF CONCRETE PLACED IN ANY ONE (1) DAY. SAMPLES SHALL BE TAKEN DIRECTLY FROM THE MIXER AS PER C172-54, CURED AS PER ASTEM C31-66 & TESTED AS PER ASTEM C29-66. TEST SHALL BE PERFORMED BY LICENSED TESTING LABORATORY. REPORTS TO BE FILED WITH THE LOCAL BUILDING DEPARTMENT. TEST CYLINDERS SHALL BE STORED IN AN INSULATED CURING BOX, REAR SHED WITH MINOR REPAIRS ON-SITE LOCATIONS OR OFF SITE. LOCATED TO MINIMIZE HAZARD OF DISTURBANCE DURING CURING, FREE FROM VIBRATION, REMOTE FROM TRAFFIC, HEATED 5. 6. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS REQUIRED BY THE BUILDING OFFICIAL. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, TESTS AND CERTIFICATES REQUIRED BY THE LOCAL BUILDING C) TO MAINTAIN PROPER CURING CONDITIONS. BOX SHALL BE PROVIDED BEFORE FIRST LOAD OF CONCRETE IS DELIVERED. CYLINDERS SHALL REMAIN IN CURING BOX AT LEAST 24 HRS & BE READY FOR DELIVERY TO TESTING LABORATORY. CONCRETE FOOTINGS TO BE PLACED ON UNDISTURBED SOIL OR ROCK HAVING A MINIMUM BEARING CAPACITY OF 2 TONS 8 OGDEN AVENUE, CORTLANDT MANOR, NY 10567 Gabrielle Salman Architect 415 Bedford Road, Suite 204 DEPARTMENT. PER SQUARE FOOT AT A MINIMUM OF 3'-6" BELOW GRADE. Pleasantville, NY 10570 N13°02'00"E 100.00' 7. THE OWNER WILL CONTINUE TO USE THE PREMISES DURING THE PERIOD OF THE CONTRACTOR'S OPERATIONS. MAINTAIN 1. CONSTRUCT FOUNDATION WALLS AND PIERS OF HOLLOW BEARING CONCRETE MASONRY UNITS (CMU) ASTM C-90, WIDTH Phone Number: (914) 773-1618 1.7' SAFE ACCESS TO ALL AREAS AT ALL TIMES TO PROTECT PEOPLE AND PROPERTY IN ACCORDANCE WITH LOCAL, STATE AND AND OTHER INFORMATION AS SHOWN ON DRAWINGS. MORTAR SHALL BE TYPE M, ASTM C-270. BLOCK SHALL BE LAID IN Fax Number: (914) 773-1514 FEDERAL REGULATIONS. E-mail: GSalmanAIA@aol.com RUNNING BOND WITH BOTTOM COURSE FILLED SOLID. PROVIDE DUR-O-WAL LATERAL JOINT REINFORCEMENT (STANDARD TRUSS EXISTING SHED TYPE) AT EACH SECOND COURSE UNLESS SHOWN OTHERWISE ON DRAWINGS. 8 OGDEN AVENUE 8. THE CONTRACTOR SHALL SUPPLY THE OWNER WITH THE CERTIFICATES OF INSURANCE FOR WORKMAN'S COMPENSATION, TO REMAIN LIABILITY, INSURANCE FOR BODILY INJURY, PROPERTY DAMAGE, AUTOMOBILE LIABILITY AND ANY OTHER INSURANCE REQUIRED 33.8 3 16 2. BACK FILL BOTH SIDES OF FOUNDATION WALLS SIMULTANEOUSLY. BASEMENT WALLS SHALL NOT BE BACK FILLED UNTIL FLOOR @ 2026 GABRIELLE SALMAN ARCHITECT BY STATE AND THE LOCAL MUNICIPALITY PRIOR TO START OF WORK. RESIDENTIAL SYSTEM IS INSTALLED AND ALL ANCHOR BOLTS HAVE BEEN TORQUED. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A 1.4' LICENSED PROFESSIONAL, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A 9. NO RESPONSIBILITY HAS BEEN ASSUMED BY THE ARCHITECT FOR INFORMATION SUPPLIED BY OTHERS AND BELIEVED BY THE LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO 3. EXPOSED EXTERIOR FACES OF FOUNDATION WALLS SHALL BE FINISHED WITH 3/8" CEMENT PLASTER PARGING (FLOAT FINISH) THEIR ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE ARCHITECT TO BE RELIABLE, OR LATENT DEFECTS IN THE EXISTING STRUCTURE WHICH WERE CONCEALED OR IMPOSSIBLE TO 10,000 /10,000 FULL HEIGHT, COVED AT FOOTING. DAMPROOFING SHALL BE PROVIDED AT BELOW GRADE EXTERIOR SURFACES.INSTALL #5 DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. DETECT WITHOUT PROBING OR TESTING. RE-BAR. 100' / 100' 10. DIMENSIONS OF WORK SHALL NOT BE DETERMINED BY SCALE OR RULE; FIGURED DIMENSIONS SHALL BE FOLLOWED AT ALL 4. ALL NEW BRICKS, SW FBX, TO MATCH EXISTING BRICKS IN COLOR, TEXTURE, ETC., LOAD BEARING UNITS CONFORMING TO TIMES. ALL SPECIFIED ITEMS SHALL BE INSTALLED IN CONFORMANCE TO MANUFACTURER'S RECOMMENDATIONS AND 2 100.00' ASTM C270-SW, WITH MINIMUM COMPRESSIVE STRENGTH OF UNITS=2500 PSI WITH ASSUMED DESIGN COMPRESSIVE EXISTING PATIO SPECIFICATIONS. STRENGTH, FM'=626 PSI AND DENSITY OF 120 PCF. TO REMAIN 26' V.I.F. 11. THE BUILDING CONTRACTOR SHALL RESTORE THE SITE TO ITS ROUGH GRADE CONDITION AT COMPLETION OF WORK (SEEDING 24.8' / 24.8' 5.2' 5. ALL UNITS SHALL BE PLACED IN RUNNING BOND. IF REQUIRED). THE CONTRACTOR SHALL REMOVE ALL DEBRIS, RUBBISH & EXCAVATE EARTH (NOT BEING RE-USED) FROM THE 100.00' BUILDING SITE. 21.2' / 21.2' 6. MORTAR SHALL BE TYPE S. 12. ALL LUMBER MATERIAL USED IN THE CONSTRUCTION SHALL BE A GOOD, SOUND & DRY MATERIAL FREE FROM ROT, LARGE 10' MAX. 21.2' / 21.2' 7. STORE SHALL UNITS OFF THE GROUND TO PREVENT CONTAMINATION. COVER MATERIAL TO PROTECT FROM THE ELEMENTS. KNOTS, SHAKES & OTHER IMPERFECTIONS THAT MAY IMPAIR STRENGTH. 8. NO AIR ENTRAINING ADMIXTURES OR ANTIFREEZE COMPOUNDS, SUCH AS CALCIUM CHLORIDE SHALL BE ADDED TO THE N/A N/A 13. ALL BEAMS SHALL BE SET WITH THE NATURAL CROWN UP. EXISTING 2 STORY REV. DATE: DESCRIPTION: MORTAR. FRAME DWELLING 6,500 SF 1,151 SF 14. PROVIDE SOLID BRIDGING 7'-0" ON CENTER FOR ALL JOISTS. 9. WALLS SHALL BE REINFORCED WITH TRUSS TYPE REINFORCING OF 9 GAGE ASTM A82 WIRE, GALVANIZED, AT EVERY 6TH 1 02/10/23 BUILDING DEPARTMENT SET 6,500 SF 1,151 SF N76°58'00"W GENERAL NOTES: COURSE ON CENTER VERTICALLY. 2 05/22/23 REVISION #1 AS PER DOB COMMENTS 5,000 SF 2,904 SF 3 06/28/23 REVISION #2 AS PER DOB COMMENTS 1. THE G.C. SHALL INSURE THAT ALL WORK COMPLIES WITH ALL APPLICABLE CODES. 10. ALL MASONRY WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION TO RESIST WIND LOADS OF 30 PFS. NOTE THAT FLOOR AND ROOF DIAPHRAGMS WILL PROVIDE ULTIMATE STABILITY FOR WALLS. UNTIL THESE ARE IN PLACE, MASONRY WALLS 5,000 SF 2,904 SF 4 07/06/23 REVISION #3 AS PER DOB COMMENTS S76°58'00"E 2. THE G.C. SHALL REVIEW THESE DRAWINGS AND THE EXISTING BUILDING AND REPORT ANY DISCREPANCIES, OMISSIONS, OR SHALL NOT BE BUILT HIGHER THAN 10 TIMES THEIR THICKNESS WITHOUT BRACING. ELECTRICAL EXISTING 2,500 SF 2,045 SF 5 08/16/23 REVISION #4 AS PER DOB COMMENTS QUESTIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION. STONE 1. WHERE REQUIRED RECESSED LIGHTING SHALL BE TYPE AIRSEALED INSUL. CEILING (IC) RATED & INSTALLED AS PER RETAIN WALL 6 10/13/23 REVISION #5 AS PER DOB COMMENTS 3. FINISHES, FIXTURES, ACCESSORIES, ETC. TO BE AS PER OWNER AND CODES. MANUFACTURER'S RECOMMENDATIONS. 7 02/08/26 CLARIFICATIONS 4. NEW HANDRAILS TO BE CONTINUOUS AND RETURN TO WALLS. HANDRAILS TO COMPLY WITH NYS BUILDING CODE 7'-6" AND 7'-6" N/A EXISTING PAVED 2. SWITCH, WALL PLATES, OUTLETS , DIMMERS AND DEVICES SHALL BE BY PLUTRON "DIVA" (COLOR: WHITE). ALL DIMMERS SHALL BE 1,022.5 SF 254 SF 24.8' EXISTING WALK DRIVE ELECTRICAL NOTES: LUTRON D.L DIMMERS FOR CFL & LED LAMPING 1.4' / 1.4' 4'-1.4' 20.3' TO REMAIN EXISTING EXISTING PORTICO TO 1.7' / 1.7' 4'-1.7' 1. ELECTRICAL FINAL LAYOUT TO BE AS PER OWNER, WESTCHESTER COUNTY LICENSED ELECTRICIAN, AND ALL APPLICABLE CODES 3. FOR LED LIGHT FIXTURE USE APPROPRIATE DIMMERS COMPATIBLE SYSTEM CONFIGURATION. (SEE CUT SHEETS). PAVED REMAIN- SEE A-100 FOR 4. ALL OUTLETS IN BATHROOMS, KITCHEN, LAUNDRY AND EXTERIOR SHALL BE CLASS "A" - G.F.C.I. (GROUND-FAULT CIRCUIT DRIVE DETAILS 2. THE EXISTING SMOKE AND CARBON MONOXIDE DETECTOR LOCATIONS AND INSTALLATION TO COMPLY WITH CURRENT NYS INTERRUPTER) NEW RAILING TO BE BUILDING CODE. S13°02'00"E 100.00' INSTALL - SEE A-100 5. ALL EXTERIOR OUTLETS SHALL BE UL RATED WEATHERPROOF. GENERAL NOTES STONE WALL: FOR DETAILS 3. ELECTRICIAN IS TO VERIFY ENTIRE BUILDING COMPLIES WITH CURRENT SMOKE DETECTOR REQUIREMENTS. 6. PROVIDE THE REQUIRED NUMBER AND SPACING OF OUTLETS AS REQUIRED BY STATE AND LOCAL CODES, WETHER INDICATED SITE PLAN DIAGRAM BASED ON SURVEY 1. STONE RETAINING WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS AND TO THE 4. SMOKE DETECTORS CARBON MONOXIDE ARE TO BE HARD-WIRED INTERCONNECTED. ON THE PLANS OR NOT. PREPARED BY: OGDEN AVENUE LINES, GRADES AND DIMENSIONS INDICATED THEREON. EXCAVATION AND/OR BACKFILL REQUIRED FOR CONSTRUCTION OF HOWARD W. WEEDEN PLS. PC STONE RETAINING WALLS SHALL BE PERFORMED AS REQUIRED FOR THE PROPER CONSTRUCTION OF THE WALL. 5. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL EQUIPMENT NECESSARY TO FULFILL APPLICABLE CODES, 7. ELECTRICAL CONTRACTOR MUST BE INSURED AND LICENSED IN WESTCHESTER COUNTY, NEW YORK. 62 MAIN ST., WALDEN, NY 12586 REGULATIONS, BUILDING STANDARDS AND THE BEST PRACTICES OF THE TRADE FOR INSTALLATION OF ELECTRICAL WORK. SURVEY DATED NOVEMBER 18, 2022 2. STONE FOR RETAINING WALLS SHALL BE SOUND, DURABLE AND FREE FROM DELETERIOUS MATERIAL THE STONE FOR STONE 8. ISOLATE ALL OLD LOW TEMP WIRING FROM FIXTURE. (MORTARED) RETAINING WALLS SHALL BE NOT LESS THAN 8" THICK AND 12" WIDE, AND SHALL BE 18" TO 36" IN LENGTH THE 6. ALL ELECTRICAL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL EXISTING SITE PLAN WIDTH SHALL BE NOT LESS THAN THE THICKNESS, NOR SHALL THE LENGTH EXCEED THREE TIMES THE THICKNESS THE STONE CODE, UNDERWRITERS LABORATORIES, BOARD OF UNDERWRITERS, OSHA, NEMA, NFPA, AND ALL AUTHORITIES HAVING JURISDICTION. 9. ALL FIXTURES & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 1 SCALE : 1" = 15'-0" SHALL BE ROUGHLY SQUARED ON JOINTS, BEDS AND FACES SELECTED STONE SHALL BE USED FOR THE ENDS AND THE ANGLES OF WALLS AND SHALL BE NEATLY PITCHED TO LINE. DAMPROOFING 3. STONE FACE SHALL BE 6" NOMINAL GROUTED STONE FACING. DIMENSIONS AND REINFORCING STEEL REQUIREMENTS SHALL 7. THE ELECTRICAL CONTRACTOR SHALL THOROUGHLY TEST ALL NEW ELECTRICAL SYSTEMS, INCLUDING THOSE INSTALLED BY 1. DAMPROOF ALL EXTERIOR, BELOW GRADE SURFACES OF MASONRY FOUNDATION OR FROST WALLS (INCLUDING THOSE WITH BE AS SHOWN ON THE PLANS FOR CONCRETE/STONE FACED. OTHERS. CORRECT ALL FAULTY CONDITIONS AT NO EXTRA COST. ALL PANELS SHALL BE BALANCED SO THAT THERE IS NO MORE CRAWL SPACES) WITH ASBESTOS FREE, FIBROUS, BITUMINOUS MEMBRANE. INSTALL IN STRICT ACCORDANCE WITH THAN 10% DIFFERENCE IN PHASE CURRENTS UNDER NORMAL OPERATING CONDITIONS. MODIFY PANEL SCHEDULES AS MANUFACTURER'S PRINTED INSTRUCTIONS. 4. MORTAR USED FOR STONE RETAINING WALLS SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT PLUS 70% BY VOLUME OF REQUIRED. HYDRA TED LIME AND 2 PARTS APPROVED CLEAN SAND BY VOLUME. AFTER THE DRY MATERIALS HAVE BEEN THOROUGHLY MIXED, 2. PROTECT DAMPROOFING FROM DAMAGE BY BACK FILLING OPERATIONS WITH RIGID INSULATION OR PROTECTION BOARD. WATER SHALL BE ADDED AND THE MIXTURE SHALL BE TURNED AND CHOPPED UNTIL A STIFF MORTAR RESULTS. MORTAR SHALL 8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED LABOR, EQUIPMENT, PERMITS, CERTIFICATES AND OTHER SERVICES RAILING REQUIREMENTS NYS NOT BE MIXED MORE THAN 30 MINUTES IN ADVANCE OF USE AND RETEMPERING WILL NOT BE PERMITTED. NECESSARY FOR COMPLETE INSTALLATION AND APPROVAL OF ELECTRICAL WORK. ALL WORK IS TO BE INSTALLED ACCORDING TO THE RULES AND REGULATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS AND MUNICIPAL DEPARTMENT HAVING R312.2 GUARD OPENING LIMITATIONS. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND 5. ALL STONES FOR USE IN RETAINING WALLS SHALL BE THOROUGHLY WETTED AND LAID UPON THEIR NATURAL BEDS WITH JOINTS JURISDICTION. PROVIDE ELECTRICAL SERVICES FOR LAYOUT AS SHOWN ON DRAWINGS. ALL ELECTRICAL LIGHT FIXTURES SHALL BE PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES APPROXIMATELY HORIZONTAL AND VERTICAL EACH STONE OR BLOCK SHALL BE SETTLED INTO PLACE IN A FULL BED OF MORTAR, PROVIDED BY THE OWNER INSTALLED BY THE CONTRACTOR. (102MM) OR MORE IN DIAMETER. THE WALL BEING COMPLETELY AND MOSTLY LAID WITH FACE JOINTS NOT EXCEEDING 1" IN THICKNESS THE VERTICAL JOINTS IN OR THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY EXPIRATION DATE: AUGUST 31, 2028 THE INTERIOR OF THE WALL SHALL BE FILLED WITH SUITABLE STONE OR SPALLS THOROUGHLY BEDDED IN MORTAR. VOIDS WILL ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES (152 MM) CANNOT PASS THROUGH 115 NO GENERAL CONSTRUCTION NOTES NOT BE PERMITTED. HEADERS SHALL BE ARRANGED TO OCCUPY AT LEAST ONE-QUARTER THE AREA OF THE FACE AND BACK SHALL BE EVENLY DISTRIBUTED. STONE SHALL BE PLACED SO THAT A T LEAST TWO HEADERS ARE USED IN EACH COURSE WITH FRONT, BACK AND INTERMEDIATE HEADERS ARRANGED TO LAP A T LEAST 12". HORIZONTAL JOINTS SHALL BE ARRANGED TO PROJECT NAME SCHEDULE OF DRAWINGS AND DOCUMENTS PROVIDE A REASONABLE PROTECTION SO THAT INDIVIDUAL STONES ARE MECHANICALLY INTERLOCKED AFTER BEDDING. EXISTING CONDITIONS -LEGALIZATION 1. CONTRACTOR ACCEPTS THE RESPONSIBILITY TO PROVIDE ALL ITEMS AND SERVICES REQUIRED AS INDICATED ON THESE DRAWINGS AND IN CONFORMANCE WITH ALL THE NOTES, DETAILS, DRAWINGS, ETC. CONTAINED WITHIN THIS SET OF T-100 TITLE SHEET EROSION CONTROL PRACTICES FRONT PORTICO, STONE RETAINING WALL AND CONSTRUCTION DOCUMENTS UPON ENTERING A CONTRACT WITH THE OWNER. IT IS THE RESPONSIBILITY OF THE REAR SHED WITH REPAIRS CONTRACTOR TO CARRY OUT THE WORK AS SPECIFIED AND IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS A-100 EXISTING CONDITIONS PLANS/ ELEVATIONS FRONT PORTICO WITH MINOR REPAIRS (LEGALIZATIONS) 1. SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE GROUND COVER IS REMOVED. CLEARING, GRUBBING, AND STUMPING GOVERNING, AND MAUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO FOLLOW THE BUILDING DEPARTMENT A-101 EXISTING CONDITIONS PLANS/ DETAILS STONE RETAINING WALL AND SHED (LEGALIZATIONS) CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COVER IS NOT REMOVED. APPROVED SET OF DOCUMENTS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT CONSULTING THE ARCHITECT FIRST. A-102 HANDRAILS AND GUARDRAILS DETAILS AND NOTES PROJECT ADDRESS 2. WHERE POSSIBLE, SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE. 8 OGDEN AVENUE 2. ALL WORK SHALL COMPLY WITH THE LOCAL MUNICIPALITY & THE RESIDENTIAL CODE OF NEW YORK STATE ALONG WITH ALL 3. A RUN OF SILT FENCE SHOULD FOLLOW THE CONTOUR AS CLOSE AS POSSIBLE WITH THE ENDS TURNED UPSLOPE TO POND CORTLANDT MANOR, NY 10567 OTHER APPLICABLE CODES & AGENCIES HAVING JURISDICTION. IN ALL CASES, THE MOST RESTRICTIVE LIMITATION OF ANY GENERAL CODE INFORMATION APPLICABLE CODE SHALL BE FOLLOWED BY THE CONTRACTOR. CONTRACTOR SHALL BE LICENSED AND INSURED. WATER BEHIND THE FENCE. 3. CONTRACTOR(S) SHALL VERIFY ALL DIMENSIONS HEREIN AND NOTES. DO NOT SCALE OFF OF DRAWINGS. APPLICABLE CODES: ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, PROPOSED PROJECT SHALL COMPLY WITH THE FOLLOWING: 4. THE SILT FENCE SHOULD BE BURIED AT LEAST 6" DEEP AND HAVE A TOTAL OF 8" OF FABRIC BELOW THE GROUND. THIS CAN BE DRAWING TITLE: DRAWINGS & CONSTRUCTION CRITERIA OF THE OWNER, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND ACCOMPLISHED WITH A TRENCHER, CABLE LAYING MACHINE, SLICING MACHINE OR OTHER SUITABLE DEVICE WHICH WILL REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH TABLE R301.5 4. CONTRACTOR TO NOTIFY THE OWNER, IN A TIMELY MANNER, WHEN THE WORK WILL BEGIN ON THE PROJECT AND SHALL ENSURE AN ADEQUATELY UNIFORM TRENCH DEPTH. AUTHORITIES SHALL BE PERFORMED BY THE TENANT'S CONTRACTOR. ALL PERMITS AND LICENSES NECESSARY FOR THE TABLE R602.3(1) MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS COORDINATE WITH SAME. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF RELATED WORK. (IN LBS. PER SQ. FT.) EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY CONTRACTOR(S). APPLICABLE CODES INCLUDE, BUT ARE NOT FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS 5. THE STAKES SHALL BE PLACED ON THE DOWN SLOPE SIDE OF THE GEOTEXTILE. THE STAKES SHALL BE A MINIMUM OF 2X2 ANY DISCREPANCIES FOUND SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN A TIMELY MANNER AND PRIOR TO THE COMMENCEMENT OF WORK. LIMITED TO THE FOLLOWING: TABLE R301.2(1) USE LIVE LOADS NOMINAL (1-1/2" X 1-1/2" ACTUAL) HARDWOOD STAKE OF SOUND QUALITY. T-POSTS MAY BE SUBSTITUTED IF GROUND 5. CONTRACTOR TO COORDINATE WORK WITH REQUIRED INSPECTIONS SO AS TO NOT DELAY THE PROGRESS OF THE APPLICABLE CODES: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONDITIONS REQUIRE. PROJECT. EXTERIOR BALCONIES 60 TABLE R301.4 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE DECKS 40 6. WHERE TWO SILT FENCE SECTIONS ARE COMBINED INTO ONE RUN THE END STAKES SHALL BE CONNECTED TOGETHER, NOT 6. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH ALL OTHER CONTRACTORS AND SHALL CUT, LAY AND MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R905.2.5 PASSENGER VEHICLE GARAGES 50 SIMPLY OVERLAPPED. TITLE SHEET INSTALL THEIR WORK AT SUCH A TIME AND MANNER SO THAT NO DELAY OR INTERFERENCE WITH THE CARRYING ATTICS WITHOUT STORAGE 10 FASTENERS 7. IF RUNOFF OVERTOPS THE SILT FENCE, FLOWS AROUND THE ENDS, OR IN ANY OTHER WAY BECOMES A CONCENTRATED FORWARD OF THE WORK OF OTHER CONTRACTORS SHALL OCCUR. ATTICS WITH STORAGE (LIMITED) 20 FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE: TABLE R301.2.1.1 ROOMS OTHER THAN SLEEPING 40 1) AN ADDITIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM, CONCRETE DESIGN CRITERIA: CONSTRUCTION DESIGNED IN SLEEPING ROOMS 30 2) THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED, PROJECT MANAGER: GS ACCORDANCE WITH AMERICAN FOREST & PAPER ASSOCIATION 3) ACCUMULATED SEDIMENT SHALL BE REMOVED, OR 1. ALL CONCRETE SHALL BE MINIMUM FC=3,000 PSI (AT 28 DAYS) STONE AGGREGATE CONCRETE. (AF & PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE & STAIRS 40 4) OTHER PRACTICES SHALL BE IMPLEMENTED. DRAWN BY: CHECKED BY: GS GUARDRAILS AND HANDRAILS 200 2. REINFORCING SHALL CONFORM WITH THE FOLLOWING: TWO FAMILY DWELLINGS (WFCM). 8. THE MANUFACTURER SHALL SUBMIT A CERTIFICATION WITH EACH SHIPMENT OF SILT FENCE STATING THAT IT MEETS THE SCALE: BARS: ASTM A-615 GRADE 60 R905.2.5 FASTENERS FOLLOWING SPECIFICATION REQUIREMENTS: MINIMUM TENSILE STRENGTH - 120 LBS.; MAXIMUM ELONGATION AT 60 LBS -50%; WELDED WIRE MESH: ASTM A-185 FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM PUNCTURE STRENGTH - 50 LBS.; MINIMUM TEAR STRENGTH - 40 LBS.; MINIMUM BURST STRENGTH - 200 PSI., PROJECT #: GSA-011023 MIN. 12 GAGE SHANK W/ A MIN. 3/8" HEAD ASTMF 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIAL APPARENT OPENING SIZE <=.84MM.; MINIMUM PERCEPTIVITY 1X10-2SEC-1; ULTRAVIOLET EXPOSURE STRENGTH RETENTION - 70%. 3. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE ACI CODE. AND A MIN. OF 3/4" INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4" THICK, THE FASTENERS DATE: 02/10/23 SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY W/ASTM F 1667. 4. PROVIDE THE FOLLOWING CLEARANCES FROM THE FINISHED FACES OF CONCRETE TO THE OUTER MOST FACE OF THE REINFORCING WITHIN THE CONCRETE: DRAWING #: R905.2.6 ATTACHMENT CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" FORMED EXPOSED TO EARTH OR WEATHER: #5 BAR OR SMALLER 1.5" ASPHALT ROOF SHINGLES SHALL HAVE A MIN. OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE T-100 #6 BAR OR LARGER 2" FOLLOWING CATEGORIES - THE BASIC WIND SPEED PER R301.2(4) IS 110 MPH OR GREATER AND THE EAVE IS 20' OR HIGHER ABOVE GRADE. R905.2.7 UNDERLAYMENT APPLICATION FOR ROOF SLOPES FROM TWO VERTICAL UNITS IN 12 UNITS HORIZ. UP TO FOUR UNITS VERT. IN 12 UNITS HORIZ. UNITS SHALL BE TWO LAYERS. Page 12 1. THE EXISTING CONDITIONS/REMOVAL DRAWINGS WERE PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR AND OWNER. THE ARCHITECT DOES NOT WARRANT THE ACCURACY AND COMPLETENESS OF THIS DRAWING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND BE FAMILIAR WITH ALL ASPECTS OF THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID AND THE START OF WORK. IF ADDITIONAL REMOVAL IS REQUIRED, OVER AND ABOVE WHAT IS SHOWN ON DRAWINGS IT SHALL BE DISCUSSED WITH THE OWNER PRIOR TO THE SUBMISSION OF A BID AND THE START OF WORK, IF POSSIBLE. 2. ALL REMOVAL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES AND LAWS AND ALL AUTHORITIES NOTE: HAVING JURISDICTION. PORTICO SYSTEM IS STRUCTURALLY SOUND AND ALL 3. THE CONTRACTOR SHALL REMOVAL THE EXISTING RESIDENTIAL STRUCTURE AFTER SHUT DOWN AND DISCONNECTION OF ALL FRAMING FASTENERS MEET NYS NOTE: UTILITIES, AND THE CERTIFICATIONS FROM THE UTILITY COMPANIES SHALL BE SUBMITTED TO THE ARCHITECT. REMOVE EXISTING CODE REQUIREMENT EXISTING INTERIOR OF EQUIPMENT, WALLS, PARTITIONS, AND OTHER EXISTING ELEMENTS WHERE SHOWN ON PLANS OR WHERE REQUIRED TO MAKE RESIDENCE WAS NOT WAY FOR NEW CONSTRUCTION. DOCUMENTED EXISTING/ TO REMAIN 4. THE CONTRACTOR SHALL PERFORM ALL CUTTING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED OR IMPLIED ON THE ROOF SHINGLES DRAWINGS AND ALL OTHER WORK AS IS REQUIRED TO COMPLETE THE PROJECT. 5. INSURE THE SAFETY OF WORKERS AND PEDESTRIANS DURING AND AFTER DEMOLITION. THE CONTRACTOR SHALL REMOVE OR Gabrielle Salman Architect RELOCATE ALL EXISTING MECHANICAL, PLUMBING AND ELECTRICAL WORK AFFECTED BY DEMOLITION. EXISTING BUILDING -NO 6. DISCONNECT SUPPLY AND REMOVE ALL PIPING AFFECTED BY DEMOLITION. PROPERLY CAP OR PLUG PER CODE. CHANGE 415 Bedford Road, Suite 204 EXISTING/ TO REMAIN 7. DISCONNECT SUPPLY AND REMOVE ALL ELECTRICAL WIRING. Pleasantville, NY 10570 2x6 ROOF RAFTERS TO REMAIN - NO CHANGE 8. CAREFULLY REMOVE ALL FINISHED TRIM, MILLWORK, LIGHT FIXTURES, APPLIANCES AND PLUMBING FIXTURES WHERE REUSABLE AND EXISTING/ TO REMAIN Phone Number: (914) 773-1618 STORE AT OWNER'S DIRECTION IF APPLICABLE. WITH 21" AC PLYWOOD Fax Number: (914) 773-1514 1X1 P.T. BALUSTERS @ 4" SOFFIT (TYP.) OR EQUAL E-mail: GSalmanAIA@aol.com 3'-5" O.C. (TYP.) 36" HGT. MIN. 9. ALL PRODUCTS OF REMOVAL AND OTHER DEBRIS TO BE PROPERLY CARTED AWAY AND LEGALLY DISPOSED OF, UNLESS DEEMED OF TO BE INSTALL VALUE. HARDWARE, ELECTRICAL FIXTURES, PLUMBING FIXTURES, WOODWORK, MOLDINGS, AND OTHER FRAGMENTS OF THE EXISTING/ TO REMAIN ORIGINAL BUILDING CONSTRUCTION DEEMED OF VALUE SHALL REMAIN THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL STONE BASE WITH 4x4 EXISTING/ TO REMAIN @ 2026 GABRIELLE SALMAN ARCHITECT PACKAGE, DELIVER AND STORE AT OWNER'S DIRECTION ALL SUCH ITEMS IN GOOD CONDITION TO THE OWNER WHETHER OR POST CLADDING WITH STONE BASE WITH 4x4 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A NOT DESIGNATED FOR REUSE. PRIMED PINE PAINTED POST CLADDING WITH LICENSED PROFESSIONAL, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A PRIMED PINE PAINTED LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO THEIR ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE 10. REMOVE EXISTING DOORS AND FRAMES AND RELOCATE AND/OR DISCARD, IF APPLICABLE. DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 11. DISCONNECT ALL WATER, GAS, FUEL OIL, AND ELECTRICAL LINES AS REQUIRED, AND RELOCATE WHERE REQUIRED. ARRANGE, PAY EXISTING/ TO REMAIN FOR DISCONNECTION, REMOVAL AND OR CAPPING OF UTILITY SERVICE WITHIN AREAS OF DEMOLITION. NOTIFY THE UTILITY STONE STAIRS TO COMPANY AND THE OWNER IN ADVANCE AND OBTAIN APPROVAL BEFORE STARTING WORK. REMAIN -NO CHANGE EXISTING/ TO REMAIN 12. REMOVE ALL UNDERGROUND EQUIPMENT, UTILITIES AND SEWAGE APPARATUS AS REQUIRED TO PREPARE FOR NEW STONE STAIRS TO CONSTRUCTION. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING REMAIN -NO CHANGE LOCATIONS ON PROJECT RECORD DOCUMENTS. NEW RAILING WITH 4x4 POST AND 1X1 P.T. 13. PROTECT EXISTING CONSTRUCTION, EQUIPMENT, AND UTILITY SERVICES TO REMAIN. RELOCATE ELECTRICAL SERVICE BALUSTERS @ 4" O.C. 12'-8" V.I.F. UNDERGROUND FOR TEMPORARY AND NEW USE. (TYP.) 36" HGT. MIN. 14. PROVIDE AND MAINTAIN TEMPORARY PROTECTION OF THE EXISTING STRUCTURE, GRADE OR COMPONENTS WHERE DESIGNATED EXISTING PAVER TO REMAIN. BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE, GRADE OR COMPONENTS BY REASON OF WALKWAY TO REMAIN- REV. DATE: DESCRIPTION: INSUFFICIENT PROTECTION PROVIDED. PROVIDE ALL PROTECTION REQUIRED ENSURING SAFETY OF BUILDING NEIGHBORS, NO CHANGE PEDESTRIANS, AND WORKERS WHILE WORK IS IN PROGRESS. 1 02/10/23 BUILDING DEPARTMENT SET EXISTING STONE PLANTER 15. OBTAIN ALL PERMITS AND PAY ALL PERMIT FEES AS REQUIRED. 2 05/22/23 REVISION #1 AS PER DOB COMMENTS TO REMAIN-NO CHANGE EXISTING PORTICO FRONT ELEVATION TO BE LEGALIZE WITH MINOR REPAIRS 3 06/28/23 REVISION #2 AS PER DOB COMMENTS 16. INFORM ARCHITECT OF ALL POTENTIALLY HAZARDOUS MATERIALS THAT ARE REQUIRED TO BE REMOVED. THESE MATERIALS INCLUDE, BUT ARE NOT LIMITED TO LEAD BASED PAINT, ASBESTOS, ETC. REMOVE MATERIALS IN A SAFE MANNER AND AS PER 2 SCALE : 1/4" = 1'-0" 4 07/06/23 REVISION #3 AS PER DOB COMMENTS FEDERAL, STATE AND LOCAL CODE REQUIREMENTS. EXISTING POST LIGHT TO 5 08/16/23 REVISION #4 AS PER DOB COMMENTS 17. THE CONTRACTOR SHALL PROVIDE THE OWNER, ARCHITECT AND BUILDING OFFICIALS WITH THE NAMES AND TELEPHONE REMAIN- NO CHANGE 6 10/13/23 REVISION #5 AS PER DOB COMMENTS NUMBERS OF ALL SUB CONTRACTORS USED DURING REMOVAL INCLUDING TRASH REMOVAL CONTRACTOR, THE DATES OF CONSTRUCTION, AND COPIES OF ALL REQUIRED INSURANCE CERTIFICATES, PRIOR TO THE COMMENCEMENT OF ANY WORK. EXISTING/ TO REMAIN 7 02/08/26 CLARIFICATIONS NEW 10" MIN. EXISTING ROOF SHINGLES CONCRETE CURB AND PORTICO ROOF 18. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS BEFORE COMMENCEMENT OF RELEVANT WORK #5 DOWELS @ 12" OC AS WELL AS DISPLAYING ALL PERMITS ON SITE. W/ 10" HOOK SET, SEE DETAIL 2/A-101 SIMILAR EXISTING/ TO REMAIN 19. NO FLAMMABLE LIQUIDS OR MATERIALS SHALL BE STORED ON THE JOB SITE. 2X6 ROOF RAFTERS TO REMAIN - NO CHANGE 20. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. WITH 21" AC PLYWOOD SOFFIT (TYP.) OR EQUAL 21. GENERAL CONTRACTOR SHALL REMOVE ALL REMOVAL DEBRIS FROM THE SITE AND DISPOSE OF IT IN A LEGAL MANNER. TO BE INSTALL EXISTING/ TO REMAIN EXISTING CONDITIONS AND REMOVAL NOTES EXISTING PORTICO PLAN TO BE LEGALIZE WITH MINOR REPAIRS STONE BASE WITH 4X4 A NOT TO SCALE 1 SCALE : 1/4" = 1'-0" POST CLADDING WITH NEW 10" MIN. PRIMED PINE PAINTED CONCRETE CURB AND EXISTING/TO REMAIN 1X1 #5 DOWELS @ 12" OC P.T. BALUSTERS @ 4" O.C. W/ 10" HOOK SET, SEE CONSTRUCTION NOTES: PARTITIONS & CEILINGS: (TYP.) 36" HGT. MIN. DETAIL 2/A-101 SIMILAR 1. ALL WORK SHALL BE COVERED BY THE NEW YORK STATE RESIDENTIAL BUILDING CODE, AND VILLAGE REGULATIONS, AND ALL 14. G.C. TO FURRED-OUT ALL EXTERIOR WALLS TO RECEIVED NEW BATT INSULATION (R-19) NEW RAILING WITH 4x4 REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. POST AND 1X1 P.T. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THESE DRAWINGS CAN BE MODIFIED 15. 5 8" TYPE "X" GYPSUM BOARD WALLS ON 2 X 4 0R 2 X 6 STUDS, 16" ON CENTER. (GREEN BOARD ON WALLS ONLY AT AREAS 36" MIN. BALUSTERS @ 4" O.C. BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY SUBJECT TO MOISTURE). REFERENCE PLANS FOR LOCATIONS. (TYP.) 36" HGT. MIN. CODE. 5 16. 8" GYPSUM BOARD CEILING, (NOT GREEN BOARD). FASTENED TO CEILING JOISTS AS INDICATED ON DRAWINGS OR REQUIRED BY 2. DUE TO INACCESSIBILITY TO ALL PARTS OF THE PREMISES, STRUCTURE, AND BELOW GRADE THE VARIOUS DIMENSIONS AND NYS CODE. (IF GREEN BOARD USED AT CEILING,. 36" MIN. CONDITIONS SHOWN ARE PRESUMED TO BE REASDNABLY CORRECT. THE CONTRACTOR IS TO VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS THEREIN AND HE SHALL REPORT IMMEDIATELY TO THE ARCHITECT OR OWNER ANY 17. INSTALL WIRING AND CONDUITS WITHIN PARTITIONS AS REQUIRED OR SPECIFIED. DISCREPANCY. 18. CONSTRUCT ALL NEW CEILINGS TO BE CONTINUOUS WITH ADJACENT. TAPE, COMPOUND, AND SAND SMOOTH ALL JOINTS. 3. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SUPPORT, BRACING, SHORING, NEEDLING, ETC. OF BOTH NEW AND EXISTING 42" MIN. CONSTRUCTION INCLUDING EXCAVATIONS AND UTILITIES, AS WILL BE REQUIRED FOR THE INSTALLATION OF NEW FLOORS: EXISTING/ STONE WALL EXPIRATION DATE: AUGUST 31, 2028 CONSTRUCTION AND THE COMPLETE PROTECTION OF PUBLIC, WORKMEN AND PROPERTY. TOTAL RESPONSIBILITY IN THIS REGARD TO REMAIN - SHALL REST WITH THE CONTRACTOR. STRUCTURALLY SOUND 19. EXTERIOR CONCRETE SLABS SHALL HAVE BROOM FINISH. PROJECT NAME 4. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. EACH SUBCONTRACTOR IS TO BE HELD RESPONSIBLE FOR HIS WORK. ANY DISCREPANCIES SHALL BE CALLED TO THE ARCHITECT'S ATTENTION IN WRITING. ALL DIMENSIONS SHALL BE VERIFIED 20. INTERIOR CONCRETE SLABS SHALL HAVE TROWELLED FINISH FOR CARPET AND CUSHION. EXISTING CONDITIONS -LEGALIZATION PRIOR TO STARTING WORK BY EACH SUBCONTRACTOR. 21. PLYWOOD SUBFLOOR SHALL HAVE COMPOSITE CEMENT BOARD INSTALLED ABOVE FOR INSTALLATION OF TILE FINISH. 12" DIA. SONOTUBE 42" MIN. BELOW GRADE FRONT PORTICO, STONE RETAINING WALL AND 5. ALL DIMENSIONS ARE TO FACE OF FINISHED CONSTRUCTION, REINFORCED CONCRETE OR CONCRETE MASDNRY UNITS UNLESS FILLED WITH CONCRETE REAR SHED WITH REPAIRS ELECTRICAL AND PLUMBING NOTES: OTHERWISE INDICATED. DIMENSIONS MAY BE SLIGHTLY MODIFIED IN ORDER TO ALIGN WITH OTHER BUILDING COMPONENTS. VERIFY WITH DESIGNER/ARCHITECT. 1. ELECTRICIAN IS TO VERIFY ENTIRE HOUSE TO COMPLY WITH CURRENT SMOKE DETECTOR REQUIREMENTS AND ALL APPLICABLE NYS EXISTING PORTICO SIDE ELEVATION TO BE LEGALIZE WITH MINOR REPAIRS PROJECT ADDRESS 6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A CONTINUOUS LABOR FORCE ON THE PROJECT SITE UNTIL THE PROJECT IS CODES AND LOCAL CODES. 3 SCALE : 1/4" = 1'-0" 8 OGDEN AVENUE SUBSTANTIALLY COMPLETE. SUBSTANTIAL COMPLETION IS DEFINED AS JOB COMPLETION WITH EXCEPTION OF MINOR DETAILS 2. SMOKE DETECTORS ARE TO BE HARD-WIRED INTERCONNECTED. THE LOWEST LEVEL OF HABITATION IN EACH DWELLING UNIT CORTLANDT MANOR, NY 10567 WHEREBY THE OWNER MAY COMPLETELY OCCUPY THE SPACE. MUST BE PROVIDED WITH A CARBON MONOXIDE DETECTOR. TEMPORARY REQUIREMENTS: 3. ALL PLUMBING WORK TO BE DONE ,BY A LICENSED PLUMBER AND APPLICABLE NYS CODES AND LOCAL CODES. DRAWING TITLE: 7. TEMPORARY HEAT AND PROTECTION OF NEW AND EXISTING CONSTRUCTION AT ALL TIMES, BUT ESPECIALLY IN COLD TEMPERATURES IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 8. PROVIDE TEMPORARY ELECTRIC FACILITIES AND CONNECTIONS NECESSARY TO EXECUTE THE WORK IN CONFORMITY TO THE EXISTING CONDITIONS PLANS/ NATIONAL ELECTRIC CODE, NYS BUILDING CODE AND ALL GOVERNMENTAL REGULATIONS. OWNER WILL SUPPLY AND PAY FOR ELECTRICAL ENERGY. ABUSE OF SERVICE WILL BE CAUSE FOR ITS TERMINATION OR REIMBURSEMENT BY THE GENERAL ELEVATIONS FRONT PORTICO WITH CONTRACTOR. REMOVE TEMPORARY CONNECTIONS WHEN THE WORK IS COMPLETE OR WHEN DIRECTED. MINOR REPAIRS (LEGALIZATIONS) 9. PROVIDE ALL NECESSARY SANITARY ACCOMMODATIONS FOR THE CONTRACTORS' PERSDNNEL. MAINTAIN TOILET IN CLEAN, ODOR FREE AND SANITARY CONDITION. 10. PROVIDE TEMPORARY CONNECTIONS NEEDED FOR THE USE OF WATER. OWNER WILL SUPPLY AND PAY FOR WATER USED IN CONNECTION WITH THE WORK. PROJECT MANAGER: GS 11. PROVIDE AND MAINTAIN TEMPORARY STORAGE SHANTIES, TOOL HOUSES, AND OTHER FACILITIES AS NEEDED ON THE SITE WHERE DIRECTED BY OWNER. CONTRACTOR SHALL BE SDLELY RESPONSIBLE FOR LOSS OR DAMAGE TO STORED TOOLS, DRAWN BY: CHECKED BY: GS EQUIPMENT, OR MATERIAL REGARDLESS OF WHERE SUCH ITEMS ARE STORED. SCALE: 12. PROVIDE A PORTABLE CELLULAR TELEPHONE FOR USE BY CONTRACTOR'S FOREMAN. PROJECT #: GSA-011023 13. RESTORE PROPERTY TO IT'S PRE-WORK CONDITION WHEN TEMPORARY SERVICES ARE REMOVED. DATE: 02/10/23 DRAWING #: B CONSTRUCTION NOTES NOT TO SCALE C EXISTING CONDITIONS FRONT PORTICO A-100 Page 13 EXISTING STONE WALL ±22'-0" NEW 10" MIN. CONCRETE CURB AND #5 DOWELS @ 12" OC W/ 10" HOOK SET, SEE DETAIL ON THIS PAGE EXISTING/ AS BUILT STONE RETAINING WALL SEE A-100 FOR DETAILS Gabrielle Salman Architect EXISTING STONE WALL ±18'-8" EXISTING / PROPOSED 415 Bedford Road, Suite 204 GRASS AREA TO REMAIN Pleasantville, NY 10570 Phone Number: (914) 773-1618 Fax Number: (914) 773-1514 E-mail: GSalmanAIA@aol.com @ 2026 GABRIELLE SALMAN ARCHITECT IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO THEIR ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. STONE RETAINING WALL WITH REPAIRS 1 SCALE : 1/4" = 1'-0" REV. DATE: DESCRIPTION: 1 02/10/23 BUILDING DEPARTMENT SET 2 05/22/23 REVISION #1 AS PER DOB COMMENTS 3 06/28/23 REVISION #2 AS PER DOB COMMENTS 4 07/06/23 REVISION #3 AS PER DOB COMMENTS EXISTING COPING TO 12" EXISTING GRASS AREA REMAIN - NO CHANGE FINISH GRADE 5 08/16/23 REVISION #4 AS PER DOB COMMENTS PITCH 6 10/13/23 REVISION #5 AS PER DOB COMMENTS EXISTING RAKE 1" PER FOOT 7 02/08/26 CLARIFICATIONS 12" STONE WALL (MOTAR) NEW 34" CLEAN CRUSHED 4'-9" MAX. STONE WALL VARIES AT LOCATIONS ROCK TO BE PLACED 15" IN ALL DIRECTIONS OF FLOWLINE OF WEEPHOLE PLACE HARDWARE CLOTH OVER WEEPHOLE NEW 2" PVC WEEPHOLE @ 30" CTRS. EVERY 48" ON A STAGGERED MANNER 10" NEW 10" MIN. CONCRETE MIN. CURB #5 DOWELS @ 12" OC W/ 10" HOOK SET W/ HILTI HIT-HY 270 EPOXY 3'-821" W/ 6" MINIMUM EMBEDMENT EXISTING COMPACTED GRAVEL BORROW EXISTING CONCRETE FOOTING 18"x36" EXPIRATION DATE: AUGUST 31, 2028 EXISTING STONE RETAINING WALL WITH REPAIRS 2 SCALE : 3/8" = 1'-0" PROJECT NAME EXISTING CONDITIONS -LEGALIZATION FRONT PORTICO, STONE RETAINING WALL AND ±20'-0" REAR SHED WITH REPAIRS EXISTING 12x12x8 CONCRETE PADS WITH 6x6 PROJECT ADDRESS PT BEAMS AT PERIMETER OF STRUCTURE 8 OGDEN AVENUE / ROOF RAFTERS @16" O.C. CORTLANDT MANOR, NY 10567 EXISTING 2x6 CEILING JOIST EXISTING HEIGHT = 15'-0" EXISTING 2x6 CEILING JOIST / ROOF RAFTERS @ DRAWING TITLE: 16" O.C. WITH 34" / ROOF RAFTERS @16" O.C. SHEATHING EXISTING 2x6 CEILING JOIST ±12'-0" STONE WALL CALULATIONS EXISTING CONDITIONS PLANS/ CEILING JOIST LEVEL = 7'-6" 4 NOT TO SCALE DETAILS STONE RETAINING WALL EXISTING 2x4 STUDS @ 16" AND SHED (LEGALIZATIONS) O.C. WITH 34" EXTERIOR SHEATHING AND VINYL SIDING PROJECT MANAGER: GS EXISTING WOOD FLOOR JOIST 2x6 @ 16" OC.TO DRAWN BY: CHECKED BY: GS FLOOR LEVEL = 0'-0" REMAIN SCALE: NOTE: NOTE: NOTE: EXISTING SHED SIDING TO BE ELECTRICAL WORK TO BE FILED EXISTING SHED IS STRUCTURALLY PROJECT #: GSA-011023 REMOVE AND REPLACE WITH AND VERIFY BY A LICENSED SOUND AND ALL FRAMING NEW NON COMBUSTIBLE ELECTRICIAN FASTENERS MEET NYS CODE DATE: 02/10/23 SIDING, FIBER CEMENT SIDING REQUIREMENT BY JAMES HARDIE OR EQUAL DRAWING #: COLOR TO MATCH MAIN HOUSE A EXISTING CONDITIONS PHOTOS 3 EXISTING SHED BUILDING SCALE : 1/4" = 1'-0" A-101 Page 14 HANDRAILS · STAIRWAYS MUST HAVE A HANDRAIL IF THE STAIRWAY HAS MORE THAN THREE RISERS. · HANDRAILS MAY PROJECT OVER STAIRS BY 421 INCHES MAXIMUM ON EACH SIDE OF THE STAIRWAY. · HANDRAILS MUST BE CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS. THEY MUST TURN BACK INTO THE WALL OR BUTT INTO A POST SO THAT PURSE STRAPS AND CLOTHING WON'T GET CAUGHT BEHIND THEM AND CAUSE A FALL. · HANDRAILS ATTACHED TO THE WALL MUST HAVE A SPACE BETWEEN THE WALL AND THE RAIL OF AT LEAST 121 INCHES TO PROVIDE A GRIPPABLE SURFACE. · HANDRAILS ON THE OPEN SIDE OF A STAIRWAY MUST MEET GUARDRAIL REQUIREMENTS. · THE HEIGHT OF HANDRAILS IS MEASURED STRAIGHT UP FROM THE NOSING OF THE TREADS TO THE TOP OF THE HANDRAIL. A HANDRAIL ALONG A WALL MUST BE BETWEEN 34 INCHES AND 38 INCHES HIGH. · A ROUND HANDRAIL MUST HAVE A DIAMETER NO SMALLER THAN 1 1/4 INCHES AND NO LARGER THAN 2 INCHES, SO THAT IT CAN BE Gabrielle Salman Architect EASILY AND SECURELY GRIPPED. OTHER HANDRAIL SHAPES ARE ALLOWED, IF THE PERIMETER DIMENSION IS AT LEAST 4 INCHES AND 415 Bedford Road, Suite 204 NOT MORE THAN 6 41 INCHES, WITH A CROSS SECTION Pleasantville, NY 10570 DIMENSION NOT MORE THAN 241 INCHES. Phone Number: (914) 773-1618 GUARDRAILS Fax Number: (914) 773-1514 E-mail: GSalmanAIA@aol.com · A GUARDRAIL IS REQUIRED TO PREVENT SOMEONE FALLING FROM A BALCONY, DECK, LANDING, ETC. THAT IS MORE THAN 30 INCHES ABOVE THE FLOOR OR GROUND BELOW. GUARDRAILS MUST BE AT @ 2026 GABRIELLE SALMAN ARCHITECT LEAST 36 INCHES HIGH, EXCEPT THAT THEY MAY BE 34 INCHES IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A (MEASURED STRAIGHT UP FROM THE NOSING) AT THE OPEN SIDES LICENSED PROFESSIONAL, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO OF STAIRWAYS. THEIR ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE · GUARDRAILS ON STAIRS MUST HAVE SOME KIND OF A PATTERN, SO DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. THAT A 483" SPHERE CAN'T PASS THROUGH. HOWEVER, ALL GUARDRAILS ALONG RAISED FLOORS, LANDINGS, · PORCHES, DECKS AND BALCONIES MUST HAVE INTERMEDIATE RAILS OR ORNAMENTAL · CLOSURES THAT DO NOT ALLOW PASSAGE OF A 4 INCH SPHERE. · AT THE BOTTOM EDGE OF A GUARDRAIL ALONG A SERIES OF STEPS, THE SPACE BETWEEN · THE TREAD, RISER AND THE GUARDRAIL MUST BE SMALL ENOUGH TO PREVENT A 6 INCH · SPHERE FROM GETTING THROUGH. REV. DATE: DESCRIPTION: 1 02/10/23 BUILDING DEPARTMENT SET 2 05/22/23 REVISION #1 AS PER DOB COMMENTS 3 06/28/23 REVISION #2 AS PER DOB COMMENTS 4 07/06/23 REVISION #3 AS PER DOB COMMENTS 5 08/16/23 REVISION #4 AS PER DOB COMMENTS 6 10/13/23 REVISION #5 AS PER DOB COMMENTS 7 02/08/26 CLARIFICATIONS GUARD OPENING LIMITATIONS. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102MM) OR MORE IN DIAMETER. EXCEPTIONS: 1. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES (152 MM) CANNOT PASS THROUGH. 2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 483" (5”) INCHES (107 MM) TO PASS THROUGH. EXPIRATION DATE: AUGUST 31, 2028 HANDRAILS AND GUARDRAILS DETAILS A NOT TO SCALE PROJECT NAME EXISTING CONDITIONS -LEGALIZATION FRONT PORTICO, STONE RETAINING WALL AND REAR SHED WITH REPAIRS PROJECT ADDRESS 8 OGDEN AVENUE CORTLANDT MANOR, NY 10567 DRAWING TITLE: NEW 4x4 P.T. ANCHOR BOTTOM OF POST ELEVATED ABOVE HANDRAILS AND GUARDRAILS CONCRETE DETAILS AND NOTES SIMPSON POST BASE MODEL # ABU44Z OR EQUAL FINISH GRADE 12" DIA. PROJECT MANAGER: GS SONOTUBE 42" MIN. BELOW GRADE FILLED DRAWN BY: CHECKED BY: GS WITH CONCRETE SCALE: PROJECT #: GSA-011023 DATE: 02/10/23 DRAWING #: B TYPICAL FOOTING DETAIL NOT TO SCALE A-102 Page 15 ZONING BOARD OF APPEALS FACT SHEET ZBA Member Assigned: Martinez CASE NO.: 2026-3 Name of Applicant: David Goessl, on behalf of Michael Smith Owner: Michael Smith Address of property: 9 Veronica Ct. Section, Block, Lot: 44.12-3-1 Prior ZBA Case No.: 60-95 Zone: R-40 Lot Size: 1.73-acres Request: A variance to allow accessory structures in the front yard, where the code does not allow accessory structures to be located. Staff Comments: The Code Enforcement office received a building permit application on January 9, 2026 for installation of a proposed inground pool and associated mechanicals in what is technically the front yard of the subject property. The permit was denied on February 20,2026. The lot is an irregularly-shaped lot located at the end of a cul-de-sac, and the house is turned around to face the back of the lot, resulting in what functions as the owner’s back yard actually being the front yard for zoning purposes. The mechanicals are proposed to be set back 74.3’ from the front lot line (which is the side lot line for the adjacent residential parcel at 12 Veronica Ct.), and the pool itself to be set back 107.8’ from the front lot line. Due to the shape of the lot, the front lot line is set back an additional ±100’ from the end of the cul-de-sac. The area between the cul-de-sac and the proposed pool area is wooded, and the topography rises within that wooded area from approximately 312’ at the property line shared with 12 Veronica Court up to an elevation at the pool area of approximately 340’. Variance Requested: To allow an inground pool and associated mechanicals in the front yard, where such accessory structures are not permitted to be located. SEQR: TYPE II – No further compliance required Page 16 Page 17 Page 18 Page 19 Page 20 Page 21 Page 22 Page 23 TOWN OF CORTLANDT DEPARTMENT OF TECHNICAL SERVICES Town Supervisor Michael Preziosi, P.E. Richard H. Becker, M.D. Director D.O.T.S. Town Hall, 1 Heady Street Town Board John Schembari Cortlandt Manor, NY 10567 James F. Creighton Dir. Code Enforcement Main #: 914-734-1060 Cristin Jacoby Fax #: 914-734-1066 Robert E. Mayes Arthur D’Angelo, Jr., P.E. Joyce White Deputy Dir. D.O.T.S. February 20,2026 The following documentation has been submitted for A-26-17 for the proposed inground pool and site improvements. 1. Survey of property prepared by James G. Scheuermann dated January 15, 2025. 2. Conceptual Pool, Landscaping and Drainage Improvements prepared by David Goessl, P.E. dated November 8, 2025. The submitted documentation which was provided to the Town on January 9, 2026 have been reviewed for compliance with zoning only. At this time the application as filed is not compliant with zoning, necessitating two (2) variances from Town Code Chapter 307-17, 307 Attachment 3, Table of Dimensional Regulations, Residential Districts as follows: 1. Relief to locate an accessory structure in the Front Yard, R-40 Zone required 50 ft front setback required. Relief requested 24.4 ft. which is not permitted as of right. At this time, you may make application to the Zoning Board of Appeals. Complete the requisite application and upload this denial letter, a copy of the survey and proposed site plan. Further review of the building permit application may continue with additional comments provided by DOTS Staff under separate cover. Sincerely, John Schembari, Director of Code Enforcement CC: Michael Preziosi, P.E. – Director DOTS Chris Kehoe, AICP – Director of Community Development and Planning Michael Cunningham – Deputy Town Attorney Department of Technical Services 1 Page 24 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 - Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 - Project and Sponsor Information Name of Action or Project: Proposed in-ground fiberglass swimming pool and related improvements Project Location (describe, and attach a location map): 9 Veronica Court, Cortlandt Manor, NY 10567 Brief Description of Proposed Action: The proposed location of the pool is to be constructed in the rear yard as the house is configured on a flag lot. However local zoning code places the pool in the front yard setback which is prohibited as per Zoning Code Chapter 307 Attachment 3 - Table of Dimensional Regulations, Residential Districts. The application is for an area variance. Name of Applicant or Sponsor: Telephone: (914) 227-0258 David A Goessl, PE E-Mail: dgoessl2@gmail.com Address: 622 Sprout Brook Road City/PO: State: Zip Code: Putnam Valley NT 10579 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that ✔ may be affected in the municipality and proceed to Part 2. If no, continue to question 2. 2. Does the proposed action require a permit, approval or funding from any other governmental Agency? NO YES If Yes, list agency(s) name and permit or approval: ✔ 3.a. Total acreage of the site of the proposed action? 1.77 acres ___________ b. Total acreage to be physically disturbed? ___________ 0.10 acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? 1.77 ___________acres 4. Check all land uses that occur on, adjoining and near the proposed action. 9 Urban 9 Rural (non-agriculture) 9 Industrial 9 Commercial 9 Residential (suburban) ✔ 9 Forest 9 Agriculture 9 Aquatic 9 Other (specify): _________________________ 9 Parkland Page 1 of 4 RESET Page 25 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ✔ b. Consistent with the adopted comprehensive plan? ✔ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ✔ 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes, identify: __________________________________________________________________________ _______________________________________________________________________________________ ✔ 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES ✔ b. Are public transportation service(s) available at or near the site of the proposed action? ✔ c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✔ 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements, describe design features and technologies: _______________________________________________________________________________________ ✔ _______________________________________________________________________________________ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water: ______________________________________ ✔ _______________________________________________________________________________________ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: ________________________________ ✔ _______________________________________________________________________________________ 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ✔ b. Is the proposed action located in an archeological sensitive area? ✔ 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? ✔ b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? ✔ If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _______________ _______________________________________________________________________________________ _______________________________________________________________________________________ 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: † Shoreline † Forest † Agricultural/grasslands † Early mid-successional † Wetland † Urban † Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? ✔ 16. Is the project site located in the 100 year flood plain? NO YES ✔ 17. Will the proposed action create storm water discharge, either from point or non-point sources? NO YES If Yes, a. Will storm water discharges flow to adjacent properties? ✔† NO † YES ✔ b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: † NO ✔ † YES Drywells are proposed for surface water runoff and pool drawdown. _______________________________________________________________________________________ _______________________________________________________________________________________ Page 2 of 4 RESET Page 26 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids (e.g. retention pond, waste lagoon, dam)? If Yes, explain purpose and size: ____________________________________________________________ _______________________________________________________________________________________ ✔ _______________________________________________________________________________________ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes, describe: _________________________________________________________________________ _______________________________________________________________________________________ ✔ _______________________________________________________________________________________ 20. Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or NO YES completed) for hazardous waste? If Yes, describe: __________________________________________________________________________ ✔ _______________________________________________________________________________________ _______________________________________________________________________________________ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE David A Goessl, PE 3/16/26 Applicant/sponsor name: ___________________________________________ Date: ___________________________ Signature: _______________________________________________________ Part 2 - Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept “Have my responses been reasonable considering the scale and context of the proposed action?” No, or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area (CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a. public / private water supplies? b. public / private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources (e.g., wetlands, waterbodies, groundwater, air quality, flora and fauna)? Page 3 of 4 RESET Page 27 No, or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3 - Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered “moderate to large impact may occur”, or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. 9 Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. 9 Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. _________________________________________________ _______________________________________________ Name of Lead Agency Date _________________________________________________ _______________________________________________ Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer _________________________________________________ _______________________________________________ Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from Responsible Officer) PRINT Page 4 of 4 RESET Page 28 Page 29 GENERAL CONDITIONS, SPECIFICATIONS AND ENGINEERING NOTES: PROPOSED INGROUND POOL AT 9 VERONICA COURT, CORTLANDT MANOR, NY BUILDING CODE AND REFERENCE STANDARDS: THE 2025 RESIDENTIAL 10. THE GENERAL CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF CONTRACTOR FOR THE DURATION OF CONSTRUCTION. CLEARING SHALL BE EMPHASIS DURING THE FALL AND WINTER MONTHS. CODE OF NEW YORK STATE, AS ADOPTED AND MODIFIED BY THE LOCAL OSHA REGARDING OPEN HOLES, SLOPE STABILITY AND EXCAVATION LIMITED TO THE AREAS WITHIN THE APPROVED DISTURBANCE LIMITS. EXPOSED 1. THE OWNER SHALL INSPECT AND REMOVE ALL ACCUMULATED DEBRIS FROM JURISDICTION SHALL GOVERN THE DESIGN AND CONSTRUCTION OF THIS PROJECT. PROCEDURES. SOILS MUST BE COVERED AT THE END OF EACH WORKING DAY WHEN WORKING THE SUMPS OF ANY DRIVEWAY DRAIN AND YARD DRAIN AT A MINIMUM OF ONCE REFERENCE TO A SPECIFIC SECTION IN THE CODE DOES NOT RELIEVE THE 11. BACKFILLING OF FOUNDATIONS SHALL NOT EXCEED MORE THAN 2'-0" . PER YEAR. ADJUST FREQUENCY AS NECESSARY. CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE MATERIALS REFERENCE UNBALANCED BACK FILL CONDITIONS WITHOUT TEMPORARY SHORING OF 8. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE STANDARDS. THE LATEST EDITION OF THE MATERIALS REFERENCE STANDARDS FOUNDATIONS WALLS, UNLESS FLOOR SYSTEM HAS BEEN FRAMED OR DECKED. BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE LANDSCAPING NOTES: SHALL BE USED. EXISTING BUILDING SHALL COMPLY WITH [NY] APPENDIX J FOR 12. WHEREVER BEDROCK IS ENCOUNTERED THE ROCK SHALL BE REMOVED TO PROJECT. 1. FURNISH ALL MATERIALS, LABOR AND RELATED ITEMS AS REQUIRED FOR EXISTING BUILDINGS AND STRUCTURES. 2'-0" BELOW BOTTOM OF FOOTINGS OR 1;-0" BELOW BOTTOM OF SLAB AND 9. THE EROSION CONTROL FACILITIES SHALL BE INSPECTED DAILY BY THE LANDSCAPING FINISHES AROUND PREMISES. ALL DISTURBED GRASS AREAS RESTORED IN 8" LIFTS OF COMPACTED CRUSHED STONE. CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED SHALL BE REPLANTED WITH NEW GRASS SEED AND SHALL BE APPROPRIATELY GENERAL NOTES: 13. A GEOTECHNICAL EXPLORATION AND TESTING HAS NOT BEEN UNDERTAKEN. IT FUNCTIONING. CONSTRUCTION EROSION CONTROL AND PROTECTION COVERED TO FACILITATE NEW SEASONAL GRASS GROWTH. 1. THE APPLICANT SHALL SECURE ALL OF THE NECESSARY PERMITS FROM THE IS RESPONSIBILITY OF OWNER OR CONTRACTOR TO UNDERTAKE ANY MEASURES SHALL BE INSPECTED BY A QUALIFIED ENGINEER OR TRAINED 2. ALL DEBRIS, ROCKS, FOREIGN OBJECTS OVER 2" DIAMETER SHALL BE TOWN OF CORTLANDT TO ENSURE COMPLIANCE WITH LOCAL, COUNTY AND ADDITIONAL TEST PITS, BORINGS OR INVESTIGATION AS NECESSARY TO INDIVIDUAL HAVING RECEIVED NYSDEC 4-HOUR EROSION AND SEDIMENT REMOVED FROM TOP SURFACE OF ALL PREPARED LANDSCAPE AREAS PRIOR STATE BUILDING, HIGHWAY AND SANITARY CODES. THE APPLICANT IS ASSURE MINIMUM BEARING CAPACITY. CONTROL TRAINING AT A MINIMUM OF WEEKLY AND FOLLOWING ALL RAIN TO ANY NEW LANDSCAPING WORK. RESPONSIBLE TO CONTACT THE ENGINEERING DEPARTMENT TO SCHEDULE AN EVENTS GREATER THAN 0.5 INCH. 3. SEED MIXTURE CONTAINING 40% PERENNIAL RYE GRASS, 25% CHEWING INSPECTION OF THE SEDIMENT AND EROSION CONTROL PRACTICES PRIOR TO STRUCTURAL NOTES: 10. ALL EROSION CONTROLS AND PROTECTIVE MEASURES SHALL CONFORM TO FESCUE AND 10% OF MIXED CLOVER OR SIMILAR COVERAGE SHALL BE SPREAD THE START OF CONSTRUCTION. 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 2,000 PSF, CONCRETE SHALL THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND OVER EXCAVATED PREMISES AT THE RATE OF 100 POUNDS PER ACRES. SEED 2. DURING WORK AND UPON COMPLETION, THE APPLICANT SHALL SCHEDULE ALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT SEDIMENT CONTROL." THE TOWN INSPECTOR MAY SPECIFY ADDITIONAL SHALL BE BRUSHED IN LIGHTLY AND ROLLED FIRM. OF THE NECESSARY INSPECTIONS AND CERTIFICATES OF APPROVAL WITH THE APPROVED 90% COMPACT FILL. SEDIMENT AND EROSION CONTROL MEASURES TO SAFEGUARD THE PUBLIC 4. EXISTING TREES AND SHRUBS ON SITE SHALL BE PROTECTED DURING TOWN OF CORTLANDT OFFICIALS. CONTACT DOTS - ENGINEERING AT 914-734-1060 2. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL RIGHT OF WAY AND ADJACENT PROPERTIES. ALL AREAS OF DISTURBANCE CONSTRUCTION. EXISTING SHRUBS AND TREES SHALL BE GROOMED AND ONCE ALL EROSION AND SEDIMENTATION CONTROLS ARE INSTALLED AND BEFORE MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL. SUCH AS SHALL BE RESTORED AT THE EARLIEST PRACTICAL DATE AND/OR IMMEDIATELY TRIMMED AND ALL ADDITIONAL DEBRIS TO BE REMOVED FROM SITE. ANY EXCAVATION BEGINS AND UPON INSTALLATION OF ALL DRAINAGE FEATURES CUT-FILL TRANSITIONS. UPON SUSPENSION OF WORK. TEMPORARY EROSION AND SEDIMENT CONTROL PRIOR TO BACKFILL. 3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM MEASURES SHALL NOT BE REMOVED UNTIL SITE STABILIZATION (80% UNIFORM MATERIAL REMOVAL NOTES: 3. THE APPLICANT SHALL SECURE THE SERVICES OF A NYS LICENSED LAND A615 GRADE 40 #4 BARS, SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM DENSITY OF PERMANENT VEGETATION OR PERMANENT MULCH/STONE) HAS 1. NO MATERIALS SHALL BE EXCAVATED OR REMOVED EXCEPT FROM THOSE SURVEYOR AS NECESSARY TO STAKE OUT THE EXACT LOCATION OF CLEARANCE BETWEEN PARALLEL BARS IS 2-1/2". #4 BARS SHALL BE USED FOR BEEN ACHIEVED. AREAS AND PORTIONS OF EXCAVATED PREMISES AS ARE INDICATED FOR PROPOSED IMPROVEMENTS AND AS REQUIRED BY THE TOWN FOR RECORD THE BASIC GRID. THE MAXIMUM SPACING IS #4 BARS AT 18" O.C.. 11. CONCRETE WASHOUT NOTES: A CONCRETE WASHOUT STATION SHALL BE EXCAVATION OR REMOVAL ON SITE PLAN. DOCUMENTS. 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR PROVIDED IN COMPLIANCE WITH NEW YORK STATE STANDARDS AND 2. NO MATERIALS SHALL BE EXCAVATED OR REMOVED FROM ANY AREA OR 4. THE APPLICANT SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES BY CONVENIENCE OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. A TEMPORARY PORTION OF THE EXCAVATED PREMISES AT ANY DEPTH BELOW THE PROPOSED CALLING DIG SAFE NY @ 1-(800) 962-7962 TO ENSURE THAT THERE ARE NO THAN SPECIFIED AT ANY GIVEN POINT IN THE POOL STRUCTURE. EXCAVATED OR ABOVE GROUND LINED PUT WHERE CONCRETE TRUCK MIXERS GRADE SHOWN FOR SUCH AREA OR PORTION OF AREA. CONFLICTS WITH EXISTING SYSTEMS. PRIVATE INSTALLATIONS SHALL ALSO BE 5. GROUNDING/BONDING (PER THE LATEST ADOPTED EDITION OF THE NATIONAL AND EQUIPMENT CAN BE WASHED SHALL BE PROVIDED ON SITE. WATER FROM 3. THE GRADES AND SLOPES OF THE EXCAVATED PREMISES SHALL BE FINISHED IDENTIFIED AS REQUIRED. ELECTRICAL CODE) OF THE STRUCTURAL REINFORCING MUST BE INSTALLED CONCRETE WASH OUT ACTIVITIES SHALL NOT BE ALLOWED TO INFILTRATED IN ACCORDANCE WITH ALL DETAILS SHOWN ON TOPOGRAPHICAL MAP. 5. OWNER/CONTRACTOR SHALL PROVIDE ALL NECESSARY LICENSING AS PRIOR TO PLACEMENT OF CONCRETE. INTO SOIL OR NEARBY SURFACE WATERS. MINIMUM SIZE FOR WASHOUT SHALL REQUIRED BY THE TOWN INCLUDING EXCAVATOR TRAINING CERTIFICATIONS. 6. SHOTCRETE (GUNITE) OR CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE BE 8 FEET BY 8 FEET AND 2 FEET DEEP. ALL WASHOUT FACILITIES SHALL BE WATER SERVICE - POOL FILL: 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE BUILDING SITE STRENGTH OF 3,000 PSI AT 28 DAYS. WHERE APPLICABLE, SHOTCRETE (GUNITE) LINED WITH MINIMUM 10 MIL THICKNESS PLASTIC LINER TO PREVENT LEACHING 1. AN AUTOFILL FEATURE IS NOT PROPOSED. THE PROPOSED POOL IS TO BE BEFORE COMMENCEMENT OF WORK. TO BE IN CONFORMANCE WITH IBC SECTION 1904 DURABILITY REQUIREMENTS. OF LIQUID INTO GROUND. THERE SHALL BE NO HOLES OR TEARS WITHIN LINER. FILLED ANNUALLY BY A POOL DELIVERY TANKER TRUCK 7. THE CONTRACTOR SHALL RECEIVE, STORE AND PROTECT ALL MATERIALS 7. CONCRETE THAT WILL BE EXPOSED TO FREEZING AND THAWING, DEICING IF PRE FABRICATED WASHOUTS ARE USED THEY MUST ENSURE CAPTURE AND 2. POOL LEVEL MAINTAINED SEASONALLY BY A GARDEN HOSE ATTACHED TO A DELIVERED TO THIS SITE FROM WEATHER AND DAMAGE.THE CONTRACTOR CHEMICALS OR OTHER CONCRETE THAT WILL BE SUBJECT TO THE FOLLOWING CONTAINMENT OF CONCRETE WASH AND BE SIZED BASED ON EXPECTED VACUUM BREAK SPIGOT OR RPZ PROTECTED SERVICE AS REQUIRED BY LOCAL SHALL SECURE THE WORK ZONE THROUGH PROPER PLACEMENT OF EXPOSURES SHALL CONFORM TO THE CORRESPONDING MAXIMUM FREQUENCY OF USED. 7.ALL CONCRETE WASHOUT FACILITIES SHALL BE CODE. CONSTRUCTION FENCING MATERIALS, CONES, BARRICADES, AND CAUTION WATER-CEMENT RATIOS AND MINIMUM SPECIFIED CONCRETE COMPRESSIVE INSPECTED DAILY. 8.DAMAGED FACILITIES SHALL B E REPAIRED OR REPLACED TAPE. THE APPLICANT SHALL NOTIFY ALL LOCAL, COUNTY AND STATE STRENGTH REQUIREMENTS OF ACI 318; CONCRETE INTENDED TO HAVE LOW IMMEDIATELY. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN EMERGENCY SERVICE AGENCIES OF POOL DELIVERY, TEMPORARY STAGING PERMEABILITY WHERE EXPOSED TO WATER, CONCRETE EXPOSED TO 75% OF THE STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS OTHER TOWN STIPULATIONS (IF APPLICABLE): AND STORAGE ON PUBLIC RIGHT OF WAY AND SECURE ALL NECESSARY FREEZING AND THAWING IN A MOIST CONDITION OR DEICER CHEMICALS, OR WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND 1. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY/COMPLIANCE, AN APPROVALS FOR SUCH ACTIVITIES. ANY FEES ASSOCIATED WITH THIS TASK CONCRETE WITH REINFORCEMENT WHERE THE CONCRETE IS EXPOSED TO PROPERLY DISPOSED OF OFF SITE. DISPOSAL WASHOUT WATER SHALL BE AS-BUILT DETAIL OF ALL RETAINING WALLS SHALL BE SUBMITTED ALONG WITH SHALL BE THE RESPONSIBILITY OF THE APPLICANT. CHLORIDES FROM DEICING CHEMICALS, SALT, SALT WATER, BRACKISH WATER, PROHIBITED TO DRAIN TO ANY ONSITE STORM WATER FACILITIES. CERTIFICATION BY THE DESIGN PROFESSIONAL THAT ALL FACTORS OF SAFETY 8. THE CONTRACTOR SHALL INSTALL ALL MATERIALS IN ACCORDANCE WITH THE SEAWATER OR SPRAY FROM THESE SOURCES. CEMENT SHALL CONFORM TO HAVE BEEN IN ACCORDANCE WITH THE APPROVED PLANS ON FILE WITH THE MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE ACI 318 SECTION 3.2, ASTM C 150. SHOTCRETE/GUNITE IN CONTACT WITH SOIL DRAINAGE & STORMWATER MANAGEMENT NOTES: TOWN. FOR THE SITE CLEAN UP ON A DAILY BASIS. ALL DEBRIS, EXCESS SOILS AND SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.3 FOR CONCRETE 1. THE APPLICANT SHALL SAFEGUARD THE LIMITS OF IMPROVEMENTS THROUGH 2. THE APPLICANT IS AWARE THAT THE ENTIRE SITE MUST BE 100% STABILIZED WASTE MATERIALS, AS A RESULT OF THIS PROPOSED IMPROVEMENT, SHALL BE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL. PROPER INSTALLATION OF SILT FENCING AND HAY BALES DOWNGRADE FROM PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. DISTURBED REMOVED FROM SITE AND DISPOSED OF PROPERLY. 8. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. ALL INTERIOR ALL EXCAVATION AREAS AND STOCKPILES SOIL AND GRAVEL MATERIALS. AREAS SHALL BE RESTORED AND STABILIZED APPROPRIATELY AND IN A TIMELY 9. THE CONTRACTOR SHALL MAINTAIN A SET OF APPROVED PLANS AT THE SURFACES OF POOL/SPA SHALL BE COATED WITH A SURFACE. 2. THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND DRAINAGE MANNER. CONSTRUCTION SITE IN A SAFE PLACE FOR REVIEW BY THE MUNICIPALITY WATER-RESISTANT 10.FLOOR TO WALL TRANSITION RADIUS MAY VARY LAYOUTS PRIOR TO PERFORMING ANY INSTALLATION OF . ANY DISCREPANCIES 3. NO RECYCLED MATERIAL (C&D) IS PERMITTED ONSITE. ANY IMPORTED SOIL BUILDING INSPECTOR DURING CONSTRUCTION. ALL WORK SHALL BE DONE IN DEPENDING ON CONTRACTOR OR OWNER DESIGN INTENT. RADIUS SHALL NOT SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER OF RECORD. SHALL MEET THE NYSDEC STANDARDS OF UNRESTRICTED FILL AND BE CONFORMANCE WITH THE PLANS AND SPECIFICATIONS.THE CONTRACTOR BE LESS THAN 1-FOOT AND SHALL NOT EXCEED 5-FEET. 3. THE CONTRACTOR SHALL VERIFY DEPTH UPON EXCAVATION FOR SUITABLE SUITABLE FOR RESIDENTIAL USE. SHALL NOT SCALE DRAWINGS AND SHALL USE GIVEN DIMENSIONS. 9. IN AREAS WITH SOIL CONDITIONS SUBJECT TO FROST-HEAVE. THE FOLLOWING SOILS AND CONSULT WITH THE DESIGN ENGINEER PRIOR TO INSTALLING ANY 4. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, AN "AS-BUILT" 10. ALL CONSTRUCTIONS IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL. REQUIREMENTS APPLY: IN ACCORDANCE WITH BUILDING CODE REQUIREMENT, DRAINAGE SYSTEMS. THE DESIGN ENGINEER WILL VERIFY SOIL PERCOLATION SURVEY PREPARED BY A LICENSED PROFESSIONAL LAND SURVEYOR OF THE THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTION WITH THE ENTIRE BOTTOM OF POOL STRUCTURE AND OR PLUMBING MUST EXTEND RATES AND PRIOR TEST RESULTS AT THE TIME OF CONSTRUCTION. ANY PROPERTY SHALL BE SUBMITTED TO THE DEPARTMENT OF TECHNICAL BUILDING OFFICIAL AND DOCUMENT FOR REVIEW AN INSPECTION REPORT. BELOW THE FROST LINE OF THE LOCALITY. ALTERNATIVELY, WHERE DAMAGE DESIGN CHANGES TO THE STORM WATER SYSTEM DURING CONSTRUCTION SERVICES. 11. DISCREPANCIES FOUND BY THE CONTRACTOR BETWEEN FIELD CONDITIONS, TO THE POOL STRUCTURES, PLUMBING, ADJACENT STRUCTURES AND DUE TO UNFORESEEN CIRCUMSTANCES SUCH AS SHALLOW GROUNDWATER, 5. PRIOR TO THE BACKFILLING OF ANY STORM WATER BEST MANAGEMENT NOTES, CONTRACT DRAWINGS, SPECIFICATIONS, AND/OR REFERENCE SURFACE IMPROVEMENTS IS A CONCERN, SELF-DRAINING GRANULAR BACKFILL ROCK, UTILITY CONFLICT ETC., MUST BE RESUBMITTED TO THE TOWN BUILDING PRACTICE, DOTS-ENGINEERING SHALL BE NOTIFIED TO PERFORM AN STANDARDS, THE ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. MAY BE EXTENDED BELOW THE FROST-LINE WITH A MEANS TO PRECLUDE AND ENGINEERING DEPARTMENTS FOR APPROVAL PRIOR TO CONSTRUCTION. INSPECTION. CONTACT ENGINEERING AT 914-734-1060 TO SCHEDULE AN DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BUILD-UP OF WATER. 4. THE CONTRACTOR SHALL SCHEDULE REQUIRED INSPECTIONS IN ADVANCE TO INSPECTION. BEFORE PROCEEDING WITH THE WORK. BOTH ENGINEER OF RECORD AND TOWN INSPECTOR, AND THAT NO WORK 6. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE 12. SHOULD UNFORESEEN CONDITIONS OR CIRCUMSTANCES DEVELOP OR OTHER EROSION CONTROL MEASURE NOTES: SHALL BE COVERED OR CONCEALED UNTIL THE REQUIRED INSPECTIONS ARE ENGINEER/ARCHITECT SHALL SUBMIT A CERTIFICATION ADDRESSED TO “THE CAUSES NECESSITATE CHANGES TO THE APPROVED PLANS, THE APPLICANT 1. ALL CLEARING & GRADING CONSTRUCTION MUST BE IN ACCORDANCE WITH THE PASSED. TOWN OF CORTLANDT DEPARTMENT OF TECHNICAL SERVICES” THAT THE SITE SHALL NOTIFY THE DESIGN ENGINEER OF RECORD. NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION CONTROL 5. POOL SEASONAL DRAWDOWN AND BACKWASH DISCHARGE PIPE TO THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS ON 13. DESIGN ENGINEER WHOSE NAME AND SEAL BEARS THESE DRAWINGS NOT AND ALL OTHER APPLICABLE CODES, ORDINANCES, AND STANDARDS. THE PROPOSED INFILTRATION DRAINAGE SYSTEM SHALL BE INSTALLED ALONG THE FILE WITH THE TOWN AND THAT THERE IS NO ADVERSE IMPACTS TO ADJACENT RETAINED FOR INSPECTION, SUPERVISION OR PROJECT MANAGEMENT AND DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING PROPOSED PATH AS INDICATED ON THE PLANS. PIPE MATERIALS FOR CURTAIN AND ADJOINING NEIGHBORS AS IT PERTAINS TO DRAINAGE AND RUNOFF. ASSUMES NO LIABILITY FOR CONTRACTOR WORKMANSHIP, PRODUCT TO THESE REQUIREMENTS. ANY VARIANCE FROM ADOPTED EROSION DRAIN AND PIPED CONNECTION SHALL BE PVC (OR HDPE) PIPING. 7. NO FILL SHALL BE IMPORTED TO THE SITE PRIOR TO REVIEW. INDICATE THE MATERIALS, PRODUCT EQUIPMENT OR FINAL WORK PRODUCT. CONTROL STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY 6. THE PROPOSED DRAINAGE SYSTEM IS DESIGNED TO PROVIDE A SUITABLE SOURCE OF ALL PROPOSED FILL AND PROVIDE DOCUMENTATION. ALL THE LOCAL AUTHORITY HAVING JURISDICTION. SYSTEM FOR SEASONAL DRAWDOWN AND ROUTINE MAINTENANCE. THE IMPORTED FILL MUST BE TESTED AND CERTIFIED AS UNRESTRICTED AND ADDITIONAL NOTES: 2. A COPY OF THE APPROVED PLANS AND DRAWINGS MUST BE ON-SITE DURING PROPOSED STORMWATER SYSTEM CONSISTS OF CULTEC RECHARGER SUITABLE FOR RESIDENTIAL USE. CERTIFICATIONS MUST BE PROVIDED BY A 1. ALL CONSTRUCTION SHALL COMPLY WITH LOCAL AND STATE LAW AND CONSTRUCTION. THE APPLICANT IS RESPONSIBLE FOR OBTAINING ANY OTHER INFILTRATING CHAMBERS WITH INLET CONNECTION CONSISTING OF 6" LICENSED PROFESSIONAL. ALL CERTIFICATIONS SHALL BE ADDRESSED TO ORDINANCES. REQUIRED OR RELATED PERMITS PRIOR TO BEGINNING CONSTRUCTION. DIAMETER PVC (OR HDPE) PIPING. THE PROPOSED LOCATION OF THE DRYWELL WHOM IT MAY CONCERN. FILL SHALL BE REVIEWED BY A 3RD PARTY 2. CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS 3. THE IMPLEMENTATION OF THESE PLANS AND THE CONSTRUCTION, SYSTEM SHALL BE IN THE LOCATION AS SHOWN ON THE PLANS THE OWNER CONSULTANT RETAINED BY THE TOWN AND PAID FOR BY THE APPLICANT. AT JOB SITE. MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE FACILITIES IS THE AND/OR /CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER SHOULD 8. FOOTING DRAINS SHALL BE SEPARATE FROM LEADER DRAINS AND DRAIN TO 3. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS CONFLICT(S) EXIST. DAYLIGHT. THE PLOT PLAN SHALL COMPLY WITH ASSOCIATION OF POOL AND SPA COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 7. INSTALLATION OF STORMWATER MANAGEMENT FEATURES, POOL EQUIPMENT, PROFESSIONALS SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS 4. THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN MUST BE SERVICE LINES, PIPING AND RELATED DRAWDOWN SYSTEM SHALL BE PHASED OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS REGULATIONS AND CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING WITH THIS WORK TO BE COMMENCED UPON COMPLETION OF THE PROPOSED MANUFACTURER'S RECOMMENDATIONS. ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND POOL AS TO AVOID INCIDENTAL DAMAGE FROM CONSTRUCTION AND HEAVY 4. A SITE SPECIFIC SOILS INVESTIGATION MAY BE REQUIRED BY LOCAL SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, EQUIPMENT. UNDERGROUND INFILTRATING STORMWATER CHAMBER(S) SHALL AUTHORITIES HAVING JURISDICTION. OR VIOLATE APPLICABLE WATER STANDARDS. NOT BE BURIED WITHIN TEN FEET OF A BUILDING FOUNDATION NOR TEN FEET 5. WHERE FREEZING TEMPERATURES OCCUR, THE POOL SHALL BE WINTERIZED 5. THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM FROM ANY ADJACENT PROPERTY OR RIGHT OF WAY. TO PREVENT DAMAGE TO THE POOL STRUCTURE, PLUMBING, AND POOL REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE DAVID A. GOESSL, PE EQUIPMENT, CONTACT LOCAL PROFESSIONAL FOR PROPER WINTERIZATION CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS 8. OWNER POST CONSTRUCTION MAINTENANCE: STORM WATER FACILITIES PROCEDURES. NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT SHALL BE MAINTAINED IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES CIVIL ENGINEER 6. NO GROUND WATER SHALL BE ABOVE ANY PORTION OF THE POOL AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. AND CULTEC MAINTENANCE LITERATURE. THE OWNER SHALL HAVE THE SAID 622 SPROUT BROOK ROAD CONSTRUCTION AND ALL SURFACE WATER SHALL DRAIN AWAY FROM THE 6. ALL LOCATIONS OF EXISTING UTILITIES SHALL BE ESTABLISHED BY FIELD SYSTEM INSPECTED AND CERTIFIED AT 5-YEAR INTERVALS (MINIMUM). PUTNAM VALLEY, NY 10579 (914) 227-0258 POOL. SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD, THEREFORE, 7. ELECTRICAL INSPECTION SHALL APPROVE GROUNDING OF REINFORCING, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS a. OWNER SHALL REFER TO CULTEC OPERATIONS AND MAINTENANCE PROPOSED POOL, LANDSCAPING AND PLUMBING AND CONDUIT PRIOR TO THE APPROVAL OF REINFORCING STEEL THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY LITERATURE: CONTACTOR® & RECHARGER® STORMWATER MANAGEMENT DRAINAGE IMPROVEMENTS SOLUTIONS AVAILABLE ON THE FOLLOWING WEBSITE: 8. FOR POURING OF CONCRETE OR GUNITE. CONTINUOUS INSPECTION IS REQUIRED FOR SHOTCRETE/GUNITE POOLS. THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE https://cultec.com/Asset/CLT057-cultec-sws-operation-and-maintenance-guidelines.pdf 9 VERONICA COURT, CORTLANDT MANOR, N.Y. 10567 IMPLEMENTATION OF THIS PLAN. b. THE OWNER SHALL INSPECT ALL ROOF LEADER DOWNSPOUTS FITTINGS, DRAIN INLETS, FITTINGS, INSPECTION PORTS AND CLEANOUT CAPS ONCE PER YEAR PREPARED BY: DAVID GOESSL, P.E. PREPARED FOR: MICHAEL SMITH POOL FOUNDATION NOTES: 7. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE 9. ALL FOUNDATIONS, FOOTINGS AND SLABS SHALL BEAR ON UNDISTURBED, CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE TO ENSURE PROPER CONNECTIONS ARE IN PLACE. NON-ORGANIC MATERIALS, COMPACTED STRUCTURAL FILL OR CRUSHED CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING c. THE OWNER SHALL INSPECT AND REMOVE ALL DEBRIS FROM THE GRATE OF DATE: NOVEMBER 8, 2025 SCALE: NONE SHEET: 1 OF 5 STONE. LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE ANY OPEN YARD DRAIN AND DRIVEWAY DRAIN REGULARLY WITH ADDITIONAL NO. REVISION DATE 1 Revised Zoning Table (Acc. Cov'g) 2/10/26 2 As per Town Planner for ZBA 2/28/26 Lic. Exp. January 31, 2028 Page 30 CONCEPTUAL SITE PLAN EROSION CONTROL SCHEDULE AND DETAILS LEGEND INSTALL SILT FENCE AS REQUIRED SOIL STOCKPILE AREA (TYP) BY CODE. ADJUST LOCATION AS (SEE DETAIL EC-5) 310 MAINTENANCE MAINTENANCE MAINTENANCE REQUIRED. (SEE DETAIL EC-1) EXCESS SOILS NOT REQUIRED FOR DRAINAGE 1. CONTRACTOR TO INSPECT 1. CONTRACTOR TO INSPECT 1. CONTRACTOR TO INSPECT 1. INSTALL DRAINAGE FINAL INSPECTION SOIL SEDIMENT CONTROL SOIL SEDIMENT CONTROL SOIL SEDIMENT CONTROL MATERIALS. WRAP 'YELLOW INSTALL HAY BALES AS NECESSARY. BACKFILL USE SHALL BE REMOVED METHOD AFTER ANY RAIN EXCAVATION FOR METHOD AFTER ANY RAIN METHOD AFTER ANY RAIN NOTIFY TOWN OF START UP CAUTION TAPE' AROUND ALL EROSION CAUSING RUN OFF AND WATER CONTROL CAUSING RUN OFF AND CAUSING RUN OFF AND FINAL GRADING AND DATE AT LEAST 5 DAYS OPEN TRENCHES. BACKFILL AND CONTROL MEASURES PROJECT REMOVE ANY EXCESSIVE DEVICES MAY BEGIN IF REMOVE ANY EXCESSIVE REMOVE ANY EXCESSIVE GROUND COVER PRIOR TO START. 2. REMOVE EXCAVATED (SEE DETAIL EC-2) AND DISPOSED OF OFFSITE. SEDIMENT. SEDIMENT. ROUGH GRADE SOIL SEDIMENT. REMOVED AND PRE-CONSTRUCTION MATERIAL WITHIN 48 HRS. RESTORATION. GRASS FULLY 2. INSPECTION SHALL BE 2. INSPECTION SHALL BE 2. INSPECTION SHALL BE DOCUMENTED IN WRITING AND SUBMITTED TO TOWN. INSPECTION PASSED. 3. CALL FOR VILLAGE INSPECTION AT LEAST 2 DAYS DOCUMENTED IN WRITING AND SUBMITTED TO TOWN. DOCUMENTED IN WRITING AND SUBMITTED TO TOWN. ESTABLISHED. LOCATION PRIOR TO FINISH. EROSION CONTROL MEASURES 9 VERONICA COURT 1. INSTALL 40" SNOW FENCE, POSTS @ 6'-0" O.C. (MAX.) WITH FILTER FABRIC PRIOR TO TOWN INSPECTION START OF CONSTRUCTION. T TOWN INSPECTION TOWN INSPECTION TOWN INSPECTION TOWN INSPECTION V C 2. CALL FOR INSPECTION FROM VILLAGE AT LEAST 2 DAYS PRIOR TO FINISH. PH N OF APPROXIMATE LOCATIO 30.0' HC PLACE POSTS 6'-10' APART ON OF SEPTIC EXPANSION AREA FENCE POST DOWNSTREAM OF FENCE FABRIC S APPROXIMATE LOCATI SO AB SORPT ION FIELDS FENCE SYSTEM W FABRIC ANGLE FIRST STAKE TOWARD PE ZONING ENVELO PREVIOUSLY LAID BALE (3'-0" WIDE) 320 FLOW FLOW EXIST. GROUND DIG 6" WIDE & FABRIC MESH FENCE DEEP TRENCH, BURY GEOFAB OR EQUAL BOTTOM 1'-0" OF 4" VERTICAL FACE FABRIC, TAMP IN NOTE: USE STEEL POSTS CONSTRUCTED PLACE NOTE: WEIGHING 1.3 LBS/FT. BEDDING DETAIL ANCHORING DETAIL FRONT YARD AT THE COMPLETION OF THE PROJECT AND AFTER SOIL STABILIZATION AND VEGETATIVE VICINITY MAP 127.9' INSTALLATION NOTES 165.3' 0 GROWTH HAVE BEEN ASSURED, THE SILT FENCE MUST BE COMPLETELY REMOVED AND THE 33 EMBEDMENT TRENCH RESTORED TO A NATURAL CONDITION. SE 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN PT A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. IC 30.0 TAN ' K 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE 310 DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. INSTALLATION & MAINTENANCE OF EROSION CONTROL ELEVATION VIEW TRENCHING/EXCAVATION ZONE A (CRITICAL ROOT ZONE) FENCING/ROOT PROTECTION CONSTRUCTION SCHEDULE CONSTRCTION FENCING TO BE PROVIDED AND MAINTANED AT DRIPLINE NOTIFY APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 5 DAYS PRIOR TO 1. NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC START 300 PRIMARY INSPECTION AND APPROVAL OF METHODS TO 320 ACCESS MINIMIZE ROOT DAMAGE. ENGINEER'S APPROVAL REQUIRED FOR USE/ACCESS WITHIN ZONE B. PERMISSION FOR INSPECTION BY MUNICIPALITY - PRECONSTRUCTION EROSION CONTROL MEASURES 2. SEVERANCE OF ROOTS LARGER THAN 2"DIA USE/ACCESS REQUIRES SURFACE PROTECTION FOR ALL UNFENCED, UNPAVED SURFACES - Install all erosion control measures prior to start of construction. REQUIRES ENGINEER'S APPROVAL. WITHIN ZONE B 8' MAX. - Call for inspection from the appropriate Municipal Agency having jurisdiction at least 2 days prior to finish. 3. TUNNELING REQUIRED TO INSTALL LINES 3'-0" BELOW VARIABLE AS DIRECTED BY THE ENGINEER GRADE OR DEEPER. SURFACE PROTECTION MEASURES PLASTIC OR OPTIONAL WARNING SIGN INSPECTION BY MUNICIPALITY - MAINTENANCE ACTIVITIES DURING ALL PHASES OF WIRE TIES ZONE B (DRIPLINE) 1. MULCH LAYER, 6"-8"DEPTH CONSTRUCTION - After any rain causing runoff Contractor to inspect haybales, etc. and remove any excessive sediment, 0 1. OPERATION OF HEAVY EQUIPMENT AND/OR 2. 3/4" PLYWOOD TREE PROTECTION AREA and inspect stockpiles and correct any problems with seed establishment. 0 33 STOCKPILING OF MATERIALS SUBJECT TO - Inspections shall be documented in writing and submitted to the appropriate Municipal Agency having 31 ENGINEERS APPROVAL. 3. STEEL PLATES MIN. 10 GA. DO NOT ENTER MIN. 12-1/2 GA. jurisdiction. 2. SURFACE PROTECTION MEASURES REQUIRED LINE WIRES INTERMEDIATE TRENCHING ALLOWED AS FOLLOWS: WIRES INSPECTION BY MUNICIPALITY - STOCKPILING OF SOILS AND ROUGH GRADING OF SITE - EXCAVATION BY HAND OR WITH HAND - Strip topsoil and stockpile soil for reuse and properly dispose of all excess soils. GRADE DRIVEN TRENCHER MAY BE REQUIRED. STEEL POST - Stockpile excavation subgrade materials and properly dispose of all excess soils. 0 0 - Seed stockpiles with 1 lb. total annual rye or mix as per engineer. CONTRACTOR TO INSTALL NEW 34 34 - LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A. MAINTAIN 2/3 OR MORE OF WOVEN WIRE FABRIC WARNING SIGN - Perform rough grading activities as soon as practical. Call for Inspections as required. LATHAM POOLS 'CANCUN DELUX' ZONE B IN UNDISTURBED CONDITION. ORANGE, UV RESISTANT 30.0' HIGH - TENSILE STRENGTH INSPECTION BY MUNICIPALITY - FINE GRADING OF SITE - MODEL IN-GROUND FIBERGLASS POOL - TUNNELING MAY BE REQUIRED FOR TRENCHES DEEPER THAN 3'-0" POLY BARRICADE FABRIC (TYPICAL) ORANGE, UV RESISTANT - Remove all remaining excess soils from site. Compact all graded materials as required. IN ACCORDANCE WITH ZONE C (FEEDER ROOT ZONE) HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) - Call for inspection from the appropriate Municipal Agency having jurisdiction at least 2 days prior to finish. - Perform all additional fine grading activities as required. Call for reinspection. MANUFACTURER'S SPECIFICATIONS, 1. OPERATION OF HEAVY EQUIPMENT AND/OR EN OW STOCKPILING OF MATERIALS SUBJECT TO ENGINEER'S INSPECTION BY MUNICIPALITY - ESTABLISHMENT OF TURF, FINAL LANDSCAPING AND TREE NYS CODE, LOCAL CODE AND ELEVATION VIEW L D AL APPROVAL. REPLACEMENTS SH INDUSTRY AND STANDARDS 2. SURFACE PROTECTION MEASURES MAY BE - Spread topsoil evenly over areas to be seeded. Hand rake level. EN P E - Broadcast 1:25 lb. Bag of Jonathan Green "Fastgrow" mix or equal over areas to be seeded. Apply straw D REQUIRED. TRENCHING WITH HEAVY EQUIPMENT DE (SETBACK>6 FT) 65.5' ALLOWED AS FOLLOWS: mulch and water within 2 days of completion of topsoiling. (SEE ENLARGED SCHEMATIC PLAN). 160.0' - MINIMIZE TRENCH WIDTH SIDE VIEW - Install turf (optional) landscaping materials and any replacement trees. - Demobilize all equipment and materials from site as necessary. LOCATION OF PERC. TEST - MAINTAIN 2/3 OR MORE OF ZONE C IN UNDISTURBED PLAN VIEW - Call for inspection from the appropriate Municipal Agency having jurisdiction at least 2 days prior to finish. CONDITION. INSPECTION BY MUNICIPALITY - FINAL INSPECTION FR ON CONSTRUCTED TP1 CULTEC 150 XLHD UNITS (2) STORMWATER MANAGEMENT & - Perform any as-built drawings, land surveys and or engineering certifications. Submit documents to the appropriate Municipal Agency having jurisdiction. TL HEAVY TIMBER REAR YARD 4" D POOL DRAWDOWN SYSTEM. OT IAM . DIS CH REFER TO DETAILS - Call for inspection from the appropriate Municipal Agency having jurisdiction at least 2 days prior to finish. AND PLYWOOD AR LIN GE - Remove all erosion control measures upon establishment of turf or as per the Municipal Agency having PIP E E MATERIALS jurisdiction. 15' MIN. WIDTH 92.2' INSTALLATION NOTES SE .8' 1. STONE SIZE - USE 3" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. UR 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE 3 in. CLEAN STONE 1'- 0" 107 TER EET LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. CONTRACTOR CERTIFICATION FOR WCDOH AND MS4 SWEC COMPLIANCE: CO 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. WA03.5 F 4. WIDTH - 25 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE DRAINAGE DITCH INGRESS OR EGRESS OCCUR. DR MUNICIPAL COMPACTED SUBGRADE 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. I. THE UNDERSIGNED HEREBY CERTIFIES AND AGREES TO COMPLY WITH THE TERMS AND CONDITIONS AIN FILTER CLOTH WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. SECTION OF THE STORM WATER, POLLUTION PREVENTION PLAN AND AGREES TO IMPLEMENT ANY AND ALL 1 WALK, APRON 0' AG 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD E FILTER FABRIC CORRECTIVE ACTIONS IDENTIFIED BY THE NYSDEC QUALIFIED INSPECTOR AND/OR TOWN ENGINEER 50. CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS & CURB 3' TO DIT IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. AND/OR BUILDING INSPECTOR DURING ALL SITE INSPECTIONS. FURTHERMORE THE UNDERSIGNED 74. CH 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 3 4 PROPOSED POOL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY THIS MAY UNDERSTANDS THAT THE OWNER AND/OR PERMIT HOLDER SHALL COMPLY WITH ALL LOCAL CODES FOR REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND 0 STORMWATER MANAGEMENT AND ALL TERMS AND CONDITIONS OF NEW YORK STATE POLLUTANT EQUIPMENT AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT OF WAY MUST DISCHARGE ELIMINATION SYSTEM (SPDES) GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONTRACTOR 31 LOCATION 8. BE REMOVED IMMEDIATELY. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ACTIVE CONSTRUCTION SITES AS IT IS UNLAWFUL FOR ANY PERSON TO CAUSE OR CONTRIBUTE TO A 0 ACCESS AND 33 0 (SETBACK>6 FT) EXISTING ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT VIOLATION(S) OF WATER QUALITY STANDARDS. ROAD TRAPPING DEVICE. STAGING ROUTE 32 0 PAVEMENT 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. OWNER NAME:____________________________________________________________________ SIGNATURE:______________________________________________________________________ 30' MIN. LENGTH DATED:____________________________________________________ PLAN 300 HEAVY TIMBER LICENSED CONTRACTOR NAME:_____________________________________________________ AND PLYWOOD LIMITS OF SITE MATERIALS SIGNATURE:______________________________________________________________________ STAGING DATED:____________________________________________________ 300 DISTURBANCE STABILIZE ENTIRE PILE (4,750 SF+/-) WITH VEGETATION OR COVER 2 SLOPE OR LESS 1 8' MAX. VARIABLE AS DIRECTED BY THE ENGINEER PLASTIC OR TOTAL AREA WIRE TIES WOVEN WIRE FABRIC 77,045 SF (1.769 ACRES) 3'-0" MIN. 10 GA. MIN. 12-1/2 GA. LINE WIRES FILL SLOPE 24" INTERMEDIATE 5" WIRES MIN SILT FENCE FABRIC PREMISES ARE DESIGNATED ON THE TAX MAPS INSTALLED TO SECOND GRADE WIRE FROM TOP GRADE FOR THE TOWN OF CORTLANDT MAP 8" SECTION 44.12 BLOCK 3 - LOT 1 MIN. SLOPE STRAWBALES OR MIN. SLOPE MIN 2'-0" SILT FENCE 4" R 1-20 RESIDENTIAL ZONING DISTRICT FRONT VIEW MIN SILT FENCE GEOTEXTILE FABRIC INSTALLATION NOTES SUBDIVISION OF "DANO ESTATES (4) " SAID MAP FILED IN 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. NOTES: SIDE VIEW THE WESTCHESTER COUNTY CLERK'S OFFICE, DIVISION OF 2. SOILS OR FILL TO BE STOCKPILED ON SITE DURING CUTTING AND FILLING ACTIVITIES 1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. 2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. LAND RECORDS AS MAP No. 23272 ON JUNE 3, 1988. SETBACKS FROM TEMPORARY DRAINAGE SWALES. 3. SEE NYSDEC DESIGN MANUAL FOR CONSTRUCTION 3. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. SPECIFICATIONS FOR APPLICATION AND PLANNING CONSIDERATION. REFERENCED SURVEY DATED: JANUARY 15 2025 4. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER 4. SILT FENCE SHOULD NOT BE USED ALONE BELOW GRADED SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION OR COVERED. 0 SLOPES GREATER THAN 10' IN HEIGHT SURVEY BY: JAMES G. SCHEUERMANN 30 5. STOCKPILES REMAINING IN PLACE FOR MORE THAN A WEEK SHOULD BE SEEDED AND 5. LIFE OF FENCING TYPICALLY 6 - 9 MONTHS. CLEAN AT 50 % CAPACITY AND REPLACE AS NECESSARY. N MULCHED OR COVERED WITH GEOTEXTILE FABRIC SURROUNDED BY SILT FENCE. O N.Y.L.S. # 050408 R T H 6. SEE SPECIFICATIONS (NYSDEC MANUAL) FOR INSTALLATION OF SILT FENCE. MAP OF PROPERTY SITUATED AT DAVID A. GOESSL, PE TOWN OF CORTLANDT ~ WESTCHESTER COUNTY, N.Y. CIVIL ENGINEER TAX IDENTIFICATION #: 44.12-3-1 622 SPROUT BROOK ROAD PROJECT NOTES: EXIST. IMPERVIOUS COVERAGE: SANITARY SEWER DISTRICT: PUTNAM VALLEY, NY 10579 (914) 227-0258 PROPERTY OWNER / SITE ADDRESS: 4,662 SF N/A - SEPTIC MICHAEL SMITH PROP. IMPERVIOUS COVERAGE DRAINAGE BASIN: CONCEPTUAL POOL, LANDSCAPING AND 9 VERONICA COURT 6,918 SF PEEKSKILL & HAVERSTRAW BAY DRAINAGE IMPROVEMENTS CORTLANDT MANOR, N.Y. 10567 NET INCREASE: SBL 44.12-3-1 2,256 SF WATERSHED: CROTON RIVER BASIN 9 VERONICA COURT, CORTLANDT MANOR, N.Y. 10567 EXISTING BLDG. COVERAGE EXISTING LOT AREA: 2,240 SF (COMBINED) USDA SOIL TYPE: 77,045 SQUARE FEET PREPARED BY: DAVID GOESSL, P.E. PREPARED FOR: MICHAEL SMITH PROPOSED BLDG. COVERAGE PnC - Paxton fine sandy loam, 8 to 15 N/C R ZONING DISTRICT: percent slopes 30% RESIDENTIAL R 40 SITE DISTURBANCE ANALYSIS: Slope: Varies DATE: NOVEMBER 8, 2025 SCALE: 1" = 25 FEET SHEET: 1 OF 1 - POOL INSTALLATION 600 SF Depth to restrictive feature: > Varies PRINCIPAL USE: - PATIO 1,000 SF Drainage class: Well Drained Know what's below. MAP NOTE: ADDITIONAL PLANIMETRIC SURVEY DATA SHOWN HEREIN ON THIS PLAN OF THE PROPERTY OF 9 VERONICA - DRAINAGE 400 SF NO. REVISION DATE Call before you dig. Depth to water table: > Varies RESIDENTIAL - MISC. GRADING 1,000 SF Hydrologic Soil Groups: C ANY UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN COURT,CORTLANDT MANOR, NY, TAKEN FROM RECORDED LAND SURVEY, WESTCHESTER COUNTY GIS DATA, AND FIELD - MISC. STAGING 1,500 SF BEARING A SEAL OF A LICENSED LAND SURVEYOR OR TOTAL = 4,500 SF 1-(800) 962-7962 1 Revised Zoning Table (Acc. Cov'g) 2/10/26 PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209 MEASUREMENTS FOR SAID PROPERTY. THE PROPERTY IS SERVED BY MUNICIPAL WATER AND SEWER. OF THE NYS EDUCATION LAW. 2 As per Town Planner for ZBA 2/28/26 Lic. Exp. January 31, 2028 Page 31 CONCEPTUAL SITE PLAN DRAINAGE & CONSTRUCTION DETAILS GENERAL NOTES TYPICAL SYSTEM PROFILE DETAIL NON-TRAFFIC INSPECTION PORT ZOOM DETAIL GENERAL NOTES FOR POOLS: LEGEND INSTALL SILT FENCE AS REQUIRED SOIL STOCKPILE AREA (TYP) RESIDENTIAL SYSTEM APPLICATION SPECIFICATIONS 1.0 GENERAL 3/4"-2" WASHED, CRUSHED STONE 1. POOL DESIGN: CONTRACTOR TO INSTALL IN-GROUND POOL IN SURROUNDING CHAMBERS BY CODE. ADJUST LOCATION AS (SEE DETAIL EC-5) RESIDENTIAL STORMWATER MANAGEMENT IS THE PRACTICE OF CONTROLLING STORMWATER RUNOFF GENERATED BY RESIDENTIAL PROPERTIES. IMPERVIOUS SURFACES PAVEMENT OR FINISHED GRADE LIKE ROOFS, PATIOS, DRIVEWAYS, AND HEAVILY COMPACTED PERVIOUS SURFACES SUCH AS LAWNS PREVENT RAINFALL FROM BEING EVENLY DISTRIBUTED ACROSS THE NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND GROUND AND EVENTUALLY ABSORBING INTO THE NATIVE SOIL. THESE IMPERVIOUS SURFACES INCREASE THE VOLUME OF RUNOFF AND THE RATE AT WHICH THE RUNOFF SIDES MANDATORY, BOTTOM PER ENGINEER'S ACCORDANCE WITH PLANS, SPECIFICATIONS AND CODE STANDARDS. 310 RECOMMENDED INSPECTION PORT. OCCURS. THE INCREASED VOLUME AND RUNOFF RATES CAN HAVE NEGATIVE IMPACTS DOWNSTREAM INCLUDING CHANNEL EROSION AND FLOODING OF ADJACENT DESIGN PREFERENCE FOR NON-TRAFFIC APPLICATIONS, USE 4" SCH. 4" SCREW ON CAP OR POP-UP DRAINAGE REQUIRED. (SEE DETAIL EC-1) EXCESS SOILS NOT REQUIRED FOR SUPPLEMENTAL DRAWINGS AND SPECIFICATIONS FOR STRUCTURAL PROPERTIES. ADDITIONALLY, RUNOFF FROM THESE SURFACES CAN CONTAIN SEDIMENT, NUTRIENTS, HEAVY METALS, AND OTHER POLLUTANTS THAT NEGATIVELY AFFECT 40 PVC OR SDR-35 PVC W/ SCREW ON CAP RECOMMENDED INSPECTION PORT. **CULTEC STORMFILTER T-80 EMITTER SET FLUSH TO FINISHED GRADE THE DOWNSTREAM WATERCOURSES. A WELL-DESIGNED AND IMPLEMENTED RESIDENTIAL DRAINAGE SYSTEM WILL REDUCE THE OVERALL VOLUME OF DOWNSTREAM FOR TRAFFIC APPLICATIONS, USE RUNOFF, REDUCE PEAK FLOWS FROM THE SITE AND WILL ACHIEVE WATER QUALITY CONTROLS THROUGH A VARIETY OF BEST MANAGEMENT PRACTICES. ENGINEERING, MECHANICAL EQUIPMENT, POOL ALARM, FENCING AND CULTEC INSPECTION PORT KIT #2712AGSB AND SOLID COVER #1299CGC INSTALL HAY BALES AS NECESSARY. BACKFILL USE SHALL BE REMOVED 1.1 APPLICATIONS SAFETY EQUIPMENT TO BE PROVIDED BY POOL CONTRACTOR AND RECOMMENDED OVERFLOW PIPE 15" HDPE RISER PIPE W/ CAP CULTEC CHAMBERS CAN BE USED IN THE FOLLOWING RESIDENTIAL APPLICATIONS: FINISHED GRADE (GRATED STRUCTURE, POP-UP CULTEC CHAMBER · INFILTRATION OF STORMWATER RUNOFF EMITTER OR PIPE TO DAYLIGHT) INLET PIPE OWNER. MIN. 95% COMPACTED FILL OR (SEE DETAIL EC-2) AND DISPOSED OF OFFSITE. · DETENTION OF STORMWATER RUNOFF GRANULAR PAVEMENT BASE · RAINWATER HARVESTING AND REUSE · SUMP PUMP AND WATER SOFTENER DISCHARGE *12.0" MIN. 12.0" MIN. 2. FIELD MEASURMENTS: CONTRACTOR TO FIELD VERIFY ALL EXISTING · POOL BACKWASH AND DRAWDOWN DISCHARGE CULTEC STORMFILTER T-80 WATER QUALITY UNIT SPECIFICATIONS 6.0" MIN. 6.0" MIN. DIMENSIONS PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE 2.0 GENERAL DESIGN PROFESSIONAL OF ANY DISCREPANCY. IN ADDITION CONTRACTOR D AND OWNER SHALL SECURE SERVICES OF LICENSED LAND SURVEYOR CULTEC STORMFILTER® T-80 MAY BE USED AS A STORMWATER FILTRATION UNIT, HOLDING TANK OR CATCH BASIN. E D E FOR THE PRELIMINARY AND FINAL STAKE OUT OF POOL AND EQUIPMENT 2.1 CHAMBER PARAMETERS 1. THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, OF BROOKFIELD, CT (203-775-4416 OR 1-800-428-5832). 6.0" MIN. 6.0" MIN. 4" SDR-35 / SCH. 40 PVC RISER TO FINISHED GRADE LOCATION TO ENSURE THAT ALL ZONING SET BACKS REQUIREMENTS ARE 2. THE CHAMBER SHALL BE FORMED OF BLACK POLYETHYLENE. 3. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC STORMFILTER® T-80 SHALL BE 26.38 INCHES (670 MM) TALL, 31 INCHES (787 MM) WIDE AND 42 INCHES IN CONFORMANCE. (1067 MM) LONG. A A 4. THE CHAMBER SHALL HAVE A 12.5 INCH (318 MM) DIAMETER ACCESS OPENING LOCATED AT THE TOP OF THE UNIT. T WOVEN GEOTEXTILE TO BE PLACED BELOW CHAMBER AT ALL INLET 4" SDR-35 / SCH. 40 PVC COUPLING 3. SUPERVISION: DESIGN ENGINEER IS NOT RETAINED FOR SUPERVISION OR V 5. MAXIMUM INLET OPENING ON THE CHAMBER END WALL IS 4 INCHES (100 MM). PIPES FOR SCOUR PROTECTION OF THE BEDDING STONE C 6. THE NOMINAL STORAGE VOLUME OF THE STORMFILTER™ T-80 SHALL BE 90 GAL / UNIT (340.7 L / UNIT). THE DESIGN ENGINEER OR INSTALLER IS RESPONSIBLE FOR ENSURING THE OBSERVATION OF CONSTRUCTION. 7. THE STORMFILTER® T-80 CHAMBER SHALL HAVE 5 CORRUGATIONS. SUITABILITY OF THE SUB-GRADE SOILS. THE SUB-GRADE SHOULD BE FIRM, STABLE, TRIM CHAMBER INSPECTION PORT KNOCK-OUT TO MATCH 8. THE STORMFILTER® T-80 SHALL HAVE A MAXIMUM FILTERING CAPACITY OF 315.1 GPM (1193 L/MIN). INORGANIC, AND HAVE SUFFICIENT BEARING CAPACITY TO SUPPORT THE SYSTEM O.D. OF 4" INSPECTION PORT PIPE 9. THE CHAMBER SHALL BE DESIGNED FOR NON-TRAFFIC APPLICATIONS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. *FOR NON-TRAFFIC APPLICATIONS, THE DEPTH OF COVER ABOVE THE EMBEDMENT UTILITY NOTES: 10. THE CHAMBER SHALL BE MANUFACTURED IN A FACILITY EMPLOYING CULTEC'S QUALITY CONTROL AND ASSURANCE PROCEDURES. STONE LAYER MAY BE REDUCED TO 6.0" 4" SDR-35 / SCH 40 PVC **CULTEC RECOMMENDS THE USE OF THE STORMFILTER T-80 UPSTREAM OF ALL SYSTEM INLETS. THE STORMFILTER T-80 MUST BE LOCATED IN A NON-TRAFFIC AREA (INSERTED 4" INTO CHAMBER) PH 2.2 FILTERING SPECIFICATIONS 1. THE FILTER REMOVES MORE THAN 70% OF THE TOTAL SUSPENDED SOLIDS TYPICALLY PRESENT IN STORMWATER RUNOFF. N OF APPROXIMATE LOCATIO 4. PLUMBING: ALL PLUMBING WORK AND BACKFLOW PROTECTION MUST BE 2. CONTINUOUS FILTRATION CAPABILITY FOR CLEAN FILTERS IS RATED AT 0.70 CFS (0.02 M3/S). 30.0' 3. TREATMENT CAPABILITY IS APPROXIMATELY 315.1 GPM (1193 L/MIN). HC COMPLETED UNDER PERMIT BY A LICENSED PLUMBER. ON OF SEPTIC EXPANSION AREA S APPROXIMATE LOCATI CULTEC FEED CONNECTOR (AS SPECIFIED) NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES MANDATORY, BOTTOM PER ENGINEER'S DESIGN SO SYSTEM AB SORPT ION FIELDS CULTEC CHAMBER FINISHED GRADE PREFERENCE 15.0" END CAP 5. ELECTRICAL: ALL ELECTRIC WORK AND BONDING MUST BE COMPLETED W 15.0" END CAP FINISHED GRADE MIN. 95% COMPACTED FILL OR PE ZONING ENVELO 15.0" HDPE RISER PIPE SLOPE SLOPE UNDER PERMIT BY A LICENSED ELECTRICIAN. NATURALLY GRANULAR PAVEMENT BASE COMPACTED FILL 15.0" HDPE PIPE RISER INLET PIPE NDS 12" SQUARE 3/4"-2" WASHED, CRUSHED STONE CULTEC STORMFILTER T-80 320 SURROUNDING CHAMBERS POLYOLEFIN 6.0" MIN. NDS 12" SQUARE GRATE/LID W/ U.V. *12.0" MIN. TAPERED POOL DRAWDOWN AND FILTER CONNECTION NOTES: 12.0" MIN. INHIBITORS. FILTER ZOOM DETAIL 12.0" MAX. 11" DEPTH 6.0" MIN. 6.0" MIN. 6.0" MIN. 12.0" MAX. POLYPROPYLENE CATCH BASIN (RISER) E D D E 26.38" W/ U.V. INHIBITORS. NDS 12" SQUARE TAPERED 1. POOL WATER IS CHEMICALLY TREATED AND MAY NOT BE DRAINED TO THE POLYPROPYLENE CATCH 26.38" BASIN SUMP BOX W/ U.V. ROAD, RIGHT OF WAY OR OPEN GRADE. 6.0" MIN. 6.0" MIN. OUTLET PIPE TO CULTEC CHAMBERS INHIBITORS. 2. CONTRACTOR TO PROVIDE AN ACCESSIBLE DRAWDOWN CONNECTION TO AN APPROVED DRAINAGE SYSTEM. 12 15/16" DEPTH DRILL 1/8" WEEP HOLE SUMP CULTEC A C B A STORMFILTER T-80 CONSTRUCTED TYPICAL OF 4 PLACES APPLICABLE CODE: ALL WORK SHALL BE PERFORMED IN ACCORDANCE TO THE WOVEN GEOTEXTILE TO BE PLACED BELOW CHAMBER AT ALL INLET PIPES FOR SCOUR PROTECTION OF THE BEDDING STONE 42.0" *FOR NON-TRAFFIC APPLICATIONS, THE DEPTH OF AT BTM CORNERS. THE DESIGN ENGINEER OR INSTALLER IS RESPONSIBLE FOR ENSURING THE COVER ABOVE THE EMBEDMENT STONE LAYER MAY 6.0" MIN. 31.0" 2025 NYS RESIDENTIAL CODE, CURRENT NATIONAL ELECTRIC CODE AND LOCAL FRONT YARD SUITABILITY OF THE SUB-GRADE SOILS. THE SUB-GRADE SHOULD BE FIRM, STABLE, BE REDUCED TO 6.0" ZONING CODE. SPECIFIC REFERENCE IS MADE TO NYS RESIDENTIAL CODE R328. 127.9' INORGANIC, AND HAVE SUFFICIENT BEARING CAPACITY TO SUPPORT THE SYSTEM 165.3' 0 33 CONTAMINATED 3/4" GRAVEL BASE 4" GENERAL POOL SAFETY NOTES: STORMWATER TO 6" DEEP BELOW NDS, INC. 851 NORTH HARVARD AVE. SE LINDSAY, CA 93247 PT SUSPENDED SOLIDS BASIN. TO PREVENT TOLL FREE: 1-800-726-1994 IC PHONE: (559) 562-9888 30.0 TAN STANDING WATER. FAX: (559) 562-4488 1. FENCE ENCLOSURE: THERE SHALL BE MAINTAINED ON SAID LOT, AND ' K SPECIFICATION TABLE COMPLETLY ENCLOSING POOL FENCING AND GATES, SHALL BE A MINIMUM CONTACTOR 100HD RECHARGER 150HD RECHARGER 330XLHD COMPACTED SOIL SECTION 4'-0" HIGH OR AS NOTED ON PLAN. GATED SHALL BE SELF-CLOSING & 1.87 FT3/FT 2.36 FT3/FT 7.46 FT3/FT SELF-LATCHING AND LOCKABLE, DESIGNED TO KEEP AND CAPABLE OF 14.00 FT3/UNIT 27.2 FT3/UNIT 52.21FT3/UNIT ENGINEER'S NOTE: Alternate drain proposed in lieu of BARE CHAMBER VOLUME REF. 105 GAL 203 GAL 391 GAL KEEPING SUCH GATES SECURELY CLOSED AND LOCKED AT ALL TIMES, WHEN proprietaty unit is a field built drainage box with sump NOT IN USE. GATES SHALL OPEN AWAY FROM POOL AREA. ALL FENCING 310 FILTER BAG ASSEMBLY A STONE BORDER (IN) 12 12 12 B CHAMBER WIDTH (IN) 36 33 52 CLEAN STORMWATER composed of solid block (or solid filled) CMU. Contractor SHALL MEET THE REQUIREMENTS OF APPENDIX-G OF THE RESIDENTIAL CODE C ROW SPACING (IN) 6 6 6 may also elect to install Cultec Stormfilter T-80 unit in lieu of OF NYS, AND SECTION AG1-105 OF INTERNATIONAL RESIDENTIAL CODE. THE D CHAMBER HEIGHT (IN) 12 18 30 E EFFECTIVE DEPTH (IN) 24 30 42 FILTER ZOOM DETAIL drain inlet. BARRIER SHALL BE COMPOSED OF VERTICAL MEMBERS WITH ONLY HORIZONTAL TOP AND BOTTOM RAILS. OPENINGS IN THE BARRIER SHALL NOT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE. THE MAXIMUM CLEARANCE TYPICAL SYSTEM CROSS-SECTION DETAIL & SPECIFICATION TABLE STORMFILTER T-80 DETAILS NDS WATER QUALITY DRAIN INLET W/ SUMP 300 PRIMARY BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES. 320 ACCESS SERVICE DOUBLE GATE SHALL REMAIN LOCKED AT ALL TIMES WHEN NOT IN USE. POOL CONSTRUCTION AND SAFETY DETAILS 2. DWELLING: THE WALL OF THE DWELLING MAY SERVE AS PART OF THE BARRIER. HOWEVER ALL DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THE WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOORS ARE OPENED. OPERABLE WINDOWS 0 IN THE WALL OR WALLS USED AS A BARRIER SHALL HAVE A LATCHING DEVICE 33 NEW POOL COPING MASONRY 0 MATERIALS AS PER OWNER LOCATED NO LESS THAN 48 INCHES ABOVE THE FLOOR. OPENINGS IN 31 3'-0" SELECTION INSTALLED AS PER MINIMUM WIDTH MANUFACTURER'S SPECIFICATIONS OPERABLE WINDOWS SHALL NOT ALLOW A 4-INCH- DIAMETER (102 MM) LICENSED ELECTRICAL CONTRACTOR SHALL PROVIDE SPHERE TO PASS THROUGH THE OPENING WHEN THE WINDOW IS IN ITS TOPSOIL AND TURF PERIMETER AREA PREFORMED FOR AND INSTALL GROUNDING AND BONDING LARGEST OPENED POSITION 4 INCH DEPTH +/- FIBERGLASS IN-GROUND POOL ELECTRICAL SYSTEM AS REQUIRED BY E3608, E3609 ELEV = EXISTING GRADE 4 AWG OR LARGER BARE COPPER GROUNDING ELECTRODE 3. POOL ALARMS: ALL DOORS, OPENING TO THE POOL ENCLOSURE SHALL BE CONDUCTOR OR STEEL REINFORCING 0 0 CONDUCTOR FITTED WITH A "POOLGUARD" ALARM #DAPT-WT, WHICH MEETS NYS POOL CONTRACTOR TO INSTALL NEW 34 34 BAR OR ROD NOT LESS THAN 1/2" IN DIAMETER, AT LEAST 20-FT LONG BARRIER CODE. ASTM F2208, AND PER NYS RESDIENTIAL CODE R328.6. ALL LATHAM POOLS 'CANCUN DELUX' NON- METALLIC PROTECTIVE SLEEVE WINDOWS WITHIN POOL ENCLOSURE SHALL BE FITTED WITH A "WINDOW 30.0' STOP" SO THAT THE WINDOWS ARE RESTRICTED TO LESS THAN 4" WHEN MODEL IN-GROUND FIBERGLASS POOL OPEN. A POOL IS NOT REQUIRED TO BE EQUIPPED WITH AN APPROVED POOL IN ACCORDANCE WITH ALARM AS PER SECTION R 328.6 OF THE NYS UNIFORM CODE SUPPLEMENT OR COMPACTED FREE DRAINING POOL SIZE AND CONNECTION LISTED IF THE POOL WILL BE EQUIPPED WITH AN AUTOMATIC POWER SAFETY COVER MANUFACTURER'S SPECIFICATIONS, SUITABLE SUBGRADE SOIL MATERIALS. COPPER BONDING WIRE SHAPE VARIES FOR THE PURPOSE WHICH COMPLIES WITH ASTM F1346. EN OW NYS CODE, LOCAL CODE AND AS PER N.E.C. CODE. L D AL SH CONCRETE COLLAR - 3,000 PSI INDUSTRY AND STANDARDS COMPRESSIVE STRENGTH (MIN) W/ 6X6 6-6 WW STEEL MESH REINFORCEMENT AS PER EN P E MANUFACTURER SPECIFICATIONS. D DE (SETBACK>6 FT) 65.5' 160.0' AGGREGATE BACKFILL MATERIALS (SEE ENLARGED SCHEMATIC PLAN). AS PER MANUFATURER'S SPECIFICATIONS. SEE LATHAM POOLS INSTALLATION SPECIFICATIONS. LOCATION OF PERC. TEST 20 FT. OR MORE FILTER FABRIC MATERIAL AS PER POOL SEPARATION 2 FEET (MIN) MANUFACTURER'S SPECIFICATIONS MIN. 2" CONSTRUCTED 4" PERFORATED HDPE UNDERDRAIN PIPE TP1 FR LEDGE ROCK TO SUMP PUMP PIT AS PER POOL CULTEC 150 XLHD UNITS (2) FOUNDATION IN ON MANUFACTURER'S SPECIFICATIONS. (TYP.) STORMWATER MANAGEMENT & TL DIRECT CONTACT REAR YARD 4" D POOL DRAWDOWN SYSTEM. OT IAM CONTRACTOR SHALL MAINTAIN 2 FEET OF SEPARATION BETWEEN THE POOL . DIS CH AR REFER TO DETAILS CONCRETE SHELL AND ANY LEDGE ROCK THAT MAY BE ENCOUNTERED WITH THE EARTH LIN GE PIP E DURING EXCVATION. SEPARATION SHALL BE MAINTAINED BY PLACING 3 4" CRUSHED STONE. E 92.2' SE .8' UR 107 TER EET CO WA03.5 F DRAINAGE DITCH DR AIN 1 0' AG E 50. 3' TO DIT 74. CH 3 4 0 PROPOSED POOL EQUIPMENT CONTRACTOR 31 LOCATION 0 ACCESS AND 33 0 (SETBACK>6 FT) STAGING ROUTE 32 0 300 PROPOSED BLACK ALUM. JERITH STYLE LIMITS OF SITE POOL ENCLOSURE FENCE MIN. 4'-0" HEIGHT SEE POOL FENCE NOTE STYLE BY OWNER SEE ENLARGED GATE GENERAL POOL SANITARY NOTES: 3 3/4" STAGING DETAIL FENCE NOTES: 1. SEASONAL DRAWDOWN: AS SWIMMING POOLS MAY CONTAIN CHLORINE AND OTHER CHEMICALS THAT MAY BE CONSIDERED HARMFUL TO THE ENVIRONMENT, THE PROPOSED 300 DISTURBANCE 1. DOUBLE GATE SHALL HAVE A LOCKING MECHANISM POOL COMPLIANT. SWING SHALL BE POOL SHALL HAVE AN ACCESSIBLE SEASONAL DRAWDOWN DISCHARGE PIPE LOCATED (4,500 SF+/-) OUTWARD FROM POOL. WITHIN 15 FEET OF THE PROPOSED POOL AND/OR POOL EQUIPMENT PAD. THE ESTIMATED 6 INCH DRAW DOWN VOLUME IS 320 CUBIC FEET. NO POOL DRAWDOWN IS PERMITTED 2. MAGNA LATCH POOL COMPLIANT HARDWARE 'OR WITHIN 10 DAYS OF CHEMICAL TREATMENT NOR WHEN RAIN IS FORECASTED. DRAWDOWN EQUAL' SHALL BE INSTALLED ON ALL GATES. BEYON 6 INCHES SHALL BE STAGED OVER 48 TO 36 HOURS SO THAT THE DRAINAGE 3. MINIMUM GATE HEIGHT SHALL BE 6 FEET FROM SYSTEM CAPACITY IS NOT EXCEEDED. MIN. 4'-0" HEIGHT GRADE LEVEL AS PER LOCAL CODE. TOTAL AREA 4. VINYL FENCE MATERIALS SHALL BE UV RESISTANT 2. IDENTIFICATION: THE SEASONAL DRAWDOWN PIPE SHALL BE CLEARLY LABELED TO IDENTIFY THE LOCATION FOR USE BY OWNER AND POOL MAINTENANCE PERSONNEL. 77,045 SF (1.769 ACRES) AND HAVE SMOOTH FINISH WITH NO PROTRUSIONS OR FIXED HORIZONTAL ELEMENTS. COLOR 3. POOL BACKWASH: THE POOL SYTEM SHALL PROVIDE A HARD PIPE CONNECTION TO THE SELECTION AS PER OWNER. POOL DISCHARGE PIPE. FINAL CONFIGURATION TO BE DETERMINED BY THE POOL PREMISES ARE DESIGNATED ON THE TAX MAPS 5. DEPTH OF FOOTING SHALL MEET FROST CONTRACTOR. FOR THE TOWN OF CORTLANDT MAP REQUIREMENTS FOR LOCAL CLIMATE ZONE. SECTION 44.12 BLOCK 3 - LOT 1 4. DRAINAGE CONNECTION: CONNECTIONS FOR THE SEASONAL POOL DRAWDOWN AND THE EXISTING 6. ALL FENCING TO BE POOL COMPLIANT AND R 1-20 RESIDENTIAL ZONING DISTRICT GRADE POOL BACKWASH DISCHARGE PIPE SHALL BE HARD PIPED CONNECTIONS TO THE CONFORM WITH 2025 RESIDENTIAL CODE OF NYS. PROPERTY'S APPROVED DRAINAGE SYSTEM. ALL SUCH WORK SHALL BE PERFORMED BY ALL FENCING, GATES, HARDWARE AND POSTS SHALL BE POOL COMPLIANT AND CONFORM WITH 2025 RESIDENTIAL CODE OF NYS. A LICENSED PLUMBER AS REQUIRED BY CODE. DRAINAGE NOT PERMITTED TO SEPTIC SUBDIVISION OF "DANO ESTATES (4) " SAID MAP FILED IN SYSTEM OR SANITARY SEWER. THE WESTCHESTER COUNTY CLERK'S OFFICE, DIVISION OF DOUBLE GATE LOCK PIN LAND RECORDS AS MAP No. 23272 ON JUNE 3, 1988. ASSEMBLY REFERENCED SURVEY DATED: JANUARY 15 2025 DEPTH AS PER 0 SURVEY BY: JAMES G. SCHEUERMANN MANUFACTURER'S 30 N SPECIFICATIONS O N.Y.L.S. # 050408 R T H MAP OF PROPERTY SITUATED AT DAVID A. GOESSL, PE TOWN OF CORTLANDT ~ WESTCHESTER COUNTY, N.Y. CIVIL ENGINEER TAX IDENTIFICATION #: 44.12-3-1 ZONING SCHEDULE - BULK REQUIREMENTS (R-40 RESIDENTIAL) 622 SPROUT BROOK ROAD BULK REGULATIONS: REQUIRED/ALLOWED EXISTING PROPOSED VARIANCE REQ'D PUTNAM VALLEY, NY 10579 (914) 227-0258 Lot Area 40,000 s.f. 77,045 s.f. N/C Conforms Maximum Coverage (Dwelling) 65% FAR max (4,848 s.f.) 2,675 s.f. N/C Conforms CONCEPTUAL POOL, LANDSCAPING AND Min Landscape Coverage (Dwelling) 60% Lot Area. (46,227 s.f.) --- 53,187 s.f. (80.7%) Conforms Min Landscape Coverage (Non-Dwelling) 50% Lot Area. (38,522 s.f.) --- --- --- DRAINAGE IMPROVEMENTS Max. Building FAR 7,475 s.f. --- N/C Conforms Lot Width @ Setback Yard (Front) 150 ft. 50 ft. 280.0 ft. 144.3 ft. N/C N/C Conforms Conforms 9 VERONICA COURT, CORTLANDT MANOR, N.Y. 10567 Yard (1 Side) 20% width to 30 ft. max 31.7 ft. N/C Conforms Yard (Rear) 30 ft. 91.9 ft. N/C Conforms PREPARED BY: DAVID GOESSL, P.E. PREPARED FOR: MICHAEL SMITH Accessory Uses: Max Area Coverage 50% Bldg. Gross Habitable (1,816 sf) 1,108 s.f. (1,030sf Garage + 78sf Gazebo) 1,548 s.f. (Existing + 440sf Pool) Conforms Pool (or Equip) Setback to Front Not Permitted --- --- Needs Variance Pool (or Equip) Setback to Side 6 feet n/a 92.2' Conforms DATE: NOVEMBER 8, 2025 SCALE: 1" = 25 FEET SHEET: 1 OF 1 Pool (or Equip) Setback to Rear 6 feet n/a 165.3' Conforms MAP NOTE: ADDITIONAL PLANIMETRIC SURVEY DATA SHOWN HEREIN ON THIS PLAN OF THE PROPERTY OF 9 VERONICA Pool Setback to Septic Fields Developed Coverage 35 feet --- n/a 13,250 s.f.+/- (17.2%) 127.9' 14,750 s.f. (19.1%) Conforms --- NO. REVISION DATE ANY UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN COURT,CORTLANDT MANOR, NY, TAKEN FROM RECORDED LAND SURVEY, WESTCHESTER COUNTY GIS DATA, AND FIELD Building Height (Feet) 35 ft. n/a N/C Conforms BEARING A SEAL OF A LICENSED LAND SURVEYOR OR Building Height (Stories) 2-1/2 2-1/2 N/C Conforms 1 Revised Zoning Table (Acc. Cov'g) 2/10/26 PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209 MEASUREMENTS FOR SAID PROPERTY. THE PROPERTY IS SERVED BY MUNICIPAL WATER AND SEWER. OF THE NYS EDUCATION LAW. 2 As per Town Planner for ZBA 2/28/26 Lic. Exp. January 31, 2028