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103 Hastings Ave Planning Board Drawings 080624

map survey 5 pages
Meeting: portal event 977 (no meeting page on file)
Agenda item: New Business — Weale, Ross- 103 Hastings Ave. (79.13-1-31) Accessory Dwelling Unit Application
Map / plans, 5 pages. Attached to agenda item: “New Business — Weale, Ross- 103 Hastings Ave. (79.13-1-31) Accessory Dwelling Unit Application”
Retrieved 2026-04-15 from the village's meeting portal. View the original PDF ↗
Also attached to this agenda item: ADU Application Neighbor Notification Survey
HASTINGS AVE EXIST 2 STORY SINGLE FAMILY RESIDENCE (965 SF+/- FOOTPRINT) EXIST 0.14+/- ACRE LOT (6,250 SF+/-) HASTINGS AVE EXIST 2 STORY SINGLE FAMILY RESIDENCE (965 SF+/- FOOTPRINT) EXIST 0.14+/- ACRE LOT (6,250 SF+/-) NEW ACCESSORY DWELLING UNIT (540 SF+/- FOOTPRINT) C1.01 0 3 6 0 5 7 J O S E P H G . T H O M P S O N Weale Residence Accessory Dwelling Unit FOR PLANNING BOARD REVIEW & APPROVAL Date: August 6, 2024 Revisions: Joseph G. Thompson Architect, PLLC 108 N Division Street, Ste 100 P e e k s k i l l , N e w Y o r k 1 0 5 6 6 PH: (8 4 5) 5 3 2 - 8 1 5 6 EM: joe@jthompsonarch.com NOTES: IT IS A VIOLATION OF THE LAW FOR A N Y P E R S O N , U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A LICENSED ARCHITECT OR ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN A R C H I T E C T O R E N G I N E E R I S ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH A L T E R A T I O N , A N D A S P E C I F I C DESCRIPTION OF THE ALTERATION. D O N O T S C A L E D R A W I N G S . WRITTEN DIMENSIONS GOVERN. © JOSEPH G THOMPSON ARCHITECT, PLL C . AL L R I G H T S R E SE R VE D . Joseph G. Thompson, RA New York State License #036057 SEAL Ross & Denise Weale (Owners) 103 Hastings Avenue Croton-On-Hudson, New York 10520 S-B-L: 79.13-1-31 Village of Croton-On-Hudson - Westchester County Existing Site Plan Scale: 1" = 10'-0" C1.01 BULK TABLE REQUIREMENTS ZONING INFORMATION YARD SETBACKS Front Rear Side MAXIMUM PERMITTED ZONE: Existing Use: Permitted Single Family Residence RA-5 (One Family Residence) Proposed Use: Principal Building Coverage Single Family Residence & Accessory Cottage MINIMUM REQUIRED Lot Area Required Existing Proposed Lot Width Permitted By: By Special Permit Both Side Building Height (Principal Building) Lot Depth Habitable Floor Area FAR Off-Street Parking ACCESSORY DWELLING UNIT Permitted Existing Proposed Building Coverage < Habitable Floor Area Setbacks Building Height New Site Plan Scale: 1" = 10'-0" C1.01 Site Location Map Scale: 1" = 200'-0" C1.01 Total Building Coverage 103 HASTINGS AVENUE C1.02 0 3 6 0 5 7 J O S E P H G . T H O M P S O N Weale Residence Accessory Dwelling Unit FOR PLANNING BOARD REVIEW & APPROVAL Date: August 6, 2024 Revisions: Joseph G. Thompson Architect, PLLC 108 N Division Street, Ste 100 P e e k s k i l l , N e w Y o r k 1 0 5 6 6 PH: (8 4 5) 5 3 2 - 8 1 5 6 EM: joe@jthompsonarch.com NOTES: IT IS A VIOLATION OF THE LAW FOR A N Y P E R S O N , U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A LICENSED ARCHITECT OR ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN A R C H I T E C T O R E N G I N E E R I S ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH A L T E R A T I O N , A N D A S P E C I F I C DESCRIPTION OF THE ALTERATION. D O N O T S C A L E D R A W I N G S . WRITTEN DIMENSIONS GOVERN. © JOSEPH G THOMPSON ARCHITECT, PLL C . AL L R I G H T S R E SE R VE D . Joseph G. Thompson, RA New York State License #036057 SEAL Ross & Denise Weale (Owners) 103 Hastings Avenue Croton-On-Hudson, New York 10520 S-B-L: 79.13-1-31 Village of Croton-On-Hudson - Westchester County 4. ALL WORK ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS, AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO ARCHITECT IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 5. PRIOR TO STARTING ANY WORK CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. C. ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL WORK PHASES. E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. F. CLEAN THE EXISTING UTILITY STRUCTURES ON-SITE PRIOR TO CONSTRUCTION AND VERIFY THE INVERTS FOR CONNECTION. 6. ARCHITECT IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE O.S.H.A. REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 7. ROCK EXCAVATIONS (AS APPLICABLE) WILL BE PERFORMED BY MECHANICAL MEANS ONLY. USE OF EXPLOSIVES IS PROHIBITED. ALL THE REQUIRED PERMITS AND CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES, AS APPLICABLE. 8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL", AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS-OF-WAY. 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY (AS APPLICABLE). 14. CONTRACTOR IS RESPONSIBLE TO RESTORE ALL DISTURBED SITE AREAS TO ORIGINAL CONDITION AS DIRECTED BY THE OWNER. 15. PROTECT ALL EXISTING UTILITIES TO REMAIN (INCLUDING DRAINAGE STRUCTURES, HYDRANTS, VALVES, SEWER MANHOLES, ETC.) DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIMSELF OR SUB-CONTRACTORS. 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 11. ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL O.S.H.A. AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL CITY, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. 13. PRIOR TO COMMENCEMENT OF WORK LOCATION OF THE EXISTING UTILITIES ARE TO BE MARKED IN THE FIELD AND ALL UTILITY CONNECTIONS ARE SUITABLY SHUT OFF AND DISCONNECTED AND PROPER WORK PERMITS ARE IN PLACE WITH THE APPROPRIATE JURISDICTION. GENERAL NOTES: 1. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CALL THE UNDERGROUND LINE LOCATION SERVICE. THE CONTRACTOR IS RESPONSIBLE TO LOCATE AND PROTECT ALL ABOVE AND BELOW GROUND UTILITIES THROUGHOUT ALL PHASES OF CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ARCHITECT IN WRITING. 3. ALL DEMOLITION DEBRIS TO BE REMOVED BY CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. AS-BUILT SURVEY NOTES 1. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE FOUNDATION LOCATION (IF NECESSARY) SHALL BE SURVEY LOCATED (BY USE OF OFF-SETS) BY A NYS LICENSED LAND SURVEYOR AND SHALL CORRESPOND TO THE APPROVED PLANS; CORRESPONDENCE FROM THE SURVEYOR SHALL BE PROVIDED TO THE BUILDING DEPARTMENT CERTIFYING THE SAME. 2. PRIOR TO FINALIZING CONSTRUCTION, AN AS-BUILT SURVEY OF THE FULL PROPERTY SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. THE SURVEY SHALL BE PREPARED BY A NYS LICENSED LAND SURVEYOR, SHALL INCLUDE ELEVATIONS AND PROPERTY LINE SETBACK DIMENSIONS TO DEMONSTRATE COMPLIANCE WITH THESE APPROVED PLANS, AND SHALL BE PREPARED TO THE SATISFACTION OF THE TOWN ENGINEER AND BUILDING INSPECTOR. 3. THE OWNER/OPERATOR SHALL SUBMIT AN AS-BUILT SURVEY OF ANY IMPROVEMENTS LOCATED ON-SITE AFTER FINAL CONSTRUCTION IS COMPLETED. THIS SURVEY MUST SHOW THE FINAL DESIGN SPECIFICATION FOR ALL SITE IMPROVEMENTS AND MUST BE CERTIFIED BY A NYS PROFESSIONAL ENGINEER. Concrete Washout Detail Scale: N.T.S. C1.02 Silt Fence Detail Scale: N.T.S. C1.02 Soil Stockpile Detail Scale: N.T.S. C1.02 Stabilized Construction Entrance Detail Scale: N.T.S. C1.02 C1.03 0 3 6 0 5 7 J O S E P H G . T H O M P S O N Weale Residence Accessory Dwelling Unit FOR PLANNING BOARD REVIEW & APPROVAL Date: August 6, 2024 Revisions: Joseph G. Thompson Architect, PLLC 108 N Division Street, Ste 100 P e e k s k i l l , N e w Y o r k 1 0 5 6 6 PH: (8 4 5) 5 3 2 - 8 1 5 6 EM: joe@jthompsonarch.com NOTES: IT IS A VIOLATION OF THE LAW FOR A N Y P E R S O N , U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A LICENSED ARCHITECT OR ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN A R C H I T E C T O R E N G I N E E R I S ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH A L T E R A T I O N , A N D A S P E C I F I C DESCRIPTION OF THE ALTERATION. D O N O T S C A L E D R A W I N G S . WRITTEN DIMENSIONS GOVERN. © JOSEPH G THOMPSON ARCHITECT, PLL C . AL L R I G H T S R E SE R VE D . Joseph G. Thompson, RA New York State License #036057 SEAL Ross & Denise Weale (Owners) 103 Hastings Avenue Croton-On-Hudson, New York 10520 S-B-L: 79.13-1-31 Village of Croton-On-Hudson - Westchester County NEW IMPERVIOUS AREA TABLE STORMWATER RUNOFF VOLUME CALCULATION: 620 SF x 4.26 IN (pipe inner circumference) / 12 = 220.1 CF ADU PORCH WALKWAY TOTAL NEW AREA 540 SF 40 SF 620 SF VILLAGE OF CROTON-ON-HUDSON NOTES: 1. THE VILLAGE OF CROTON-ON-HUDSON EMPLOYS THE SERVICES OF OUTSIDE PLANNING, ENGINEERING, WETLAND, AND OTHER CONSULTANTS AS NEEDED, IN THE REVIEW AND INSPECTION OF PLANNING BOARD APPLICATIONS. THE OWNER/OPERATOR IS REQUIRED AND HEREBY AGREES TO REIMBURSE THE VILLAGE FOR THE FEES OF SAID CONSULTANTS. AN ESCROW ACCOUNT WILL BE ESTABLISHED AND MAINTAINED FOR THE PAYMENT OF SUCH INSPECTION FEES. THE ACCOUNT WILL BE ESTABLISHED PRIOR TO COMMENCEMENT OF WORK AND SHALL BE MAINTAINED AND SUPPLEMENTED THROUGHOUT THE DURATION OF CONSTRUCTION TO A DATE NO LESS THAN 60 DAYS AFTER ISSUANCE OF AN UNRESTRICTED CERTIFICATE OF OCCUPANCY. SHOULD THE ACCOUNT BALANCE BE EXHAUSTED, ALL WORK SHALL CEASE UNTIL THE ACCOUNT BALANCE IS SUPPLEMENTED TO ALLOW FOR FUTURE INSPECTIONS. 2. UNLESS OTHERWISE AUTHORIZED BY THE VILLAGE ENGINEER, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL COMPLY WITH CHAPTER 196, STORMWATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL, OF THE VILLAGE CODE AND THE LATEST EDITION OF THE "NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL." 3. UNLESS OTHERWISE AUTHORIZED BY THE TOWN ENGINEER, ALL STORMWATER MANAGEMENT PRACTICES SHALL BE DESIGNED TO COMPLY WITH CHAPTER 196, STORMWATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL, OF THE VILLAGE CODE AND THE LATEST EDITION OF THE "NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL." 4. PRIOR TO THE COMMENCEMENT OF WORK, ALL TREES TO BE REMOVED SHALL BE IDENTIFIED IN THE FIELD BY USE OF A BRIGHT COLORED SURVEYOR'S RIBBON. IF ANY TREES DESIGNATED ON THE TREE PLAN FOR PRESERVATION ARE REMOVED WITHOUT PLANNING BOARD APPROVAL, A STOP WORK ORDER MAY BE ISSUED BY THE BUILDING INSPECTOR AND ALL WORK SHALL CEASE UNTIL A TREE REPLACEMENT PLAN, PREPARED IN CONFORMANCE WITH CHAPTER 208 OF THE VILLAGE CODE, HAS BEEN APPROVED BY THE PLANNING BOARD AND IMPLEMENTED TO THE PLANNING BOARD'S SATISFACTION. 5. ELECTRICAL POWER, TELEPHONE, CABLE TELEVISION, AND OTHER SUCH UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. CONSTRUCTION ACTIVITIES SHALL ONLY TAKE PLACE BETWEEN THE HOURS OF 8:00 A.M. AND 8:00P.M. ON WEEKDAYS AND 9:00 A.M AND 7:00 P.M ON WEEKENDS AND HOLIDAYS. 7. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH CHAPTER 160, NOISE, OF THE VILLAGE CODE. 8. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE ACCEPTANCE OF LAND AREAS DESIGNATED FOR DEDICATION TO THE VILLAGE OF CROTON-ON-HUDSON, IF ANY. 9. THE CONTINUED VALIDITY OF A CERTIFICATE OF OCCUPANCY SHALL BE SUBJECT TO CONTINUED CONFORMANCE WITH THESE PLANS AND THE PLANNING BOARD'S APPROVING RESOLUTION. EROSION AND SEDIMENT CONTROL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL SEDIMENT AND EROSION CONTROL PRACTICES. THE SEDIMENT AND EROSION CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCES, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 2. TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL STRUCTURES SHALL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. THE SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE CLOSELY MONITORED AND SEDIMENT REMOVED PROMPTLY WHEN MAXIMUM LEVELS ARE REACHED OR AS ORDERED BY THE ENGINEER. ALL SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED WEEKLY, PRIOR TO EXPECTED RAIN EVENTS, AND AFTER EACH HEAVY RAIN TO INSURE PROPER OPERATION AS DESIGNED. AN INSPECTION SCHEDULE SHALL BE SET FORTH PRIOR TO THE START OF CONSTRUCTION. 3. THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT CAPTURING STANDARDS SHALL BE AS ORDERED BY THE ENGINEER, AND IN ACCORDANCE WITH ACCEPTED STANDARDS. 4. ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE REMOVED FROM THE SITE IMMEDIATELY AND PLACED IN A STABILIZED STOCKPILE OR FILL AREA. ALL TOPSOIL REQUIRED FOR FINAL GRADING AND STORED ON SITE SHALL BE LIMED, FERTILIZED, TEMPORARILY SEEDED AND MULCHED WITHIN 14 DAYS. 5. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 21 DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, SHALL IMMEDIATELY RECEIVE TEMPORARY SEEDING. MULCH SHALL BE USED IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER. DISTURBED AREAS SHALL BE LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING. 6. ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHABITED DWELLING SHALL BE WETTED AS NECESSARY TO PROVIDE DUST CONTROL. 7. THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE PROJECT CLEAR OF SOIL AND DEBRIS AND IS RESPONSIBLE FOR ANY STREET CLEANING NECESSARY DURING THE COURSE OF THE PROJECT. 8. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED BY PERMANENT MEASURES. 9. SOIL SEEDING AND FERTILIZER AMENDMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL". 10. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (EMPIRE STATE CHAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY) OR ITS EQUIVALENT SATISFACTORY TO THE APPROVING AUTHORITY. Typical Cultech 330XL HD Chamber Detail Scale: N.T.S. C1.03 40 SF ELEMENT New Driveway Detail Scale: 1/2" = 1'-0" C1.03 DRIVE 465 SF REDUCTION (NOT INCLUDED) KITCHEN BEDROOM BATH LIVING ROOM CL CL A1.01 A1.01 FINISH BASEMENT UTILITY STORAGE W/D AHU A1.01 A1.01 STORAGE LOFT LIVING ROOM BASEMENT LIVING ROOM BASEMENT STORAGE LOFT BEDROOM A1.01 0 3 6 0 5 7 J O S E P H G . T H O M P S O N Weale Residence Accessory Dwelling Unit FOR PLANNING BOARD REVIEW & APPROVAL Date: August 6, 2024 Revisions: Joseph G. Thompson Architect, PLLC 108 N Division Street, Ste 100 P e e k s k i l l , N e w Y o r k 1 0 5 6 6 PH: (8 4 5) 5 3 2 - 8 1 5 6 EM: joe@jthompsonarch.com NOTES: IT IS A VIOLATION OF THE LAW FOR A N Y P E R S O N , U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A LICENSED ARCHITECT OR ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN A R C H I T E C T O R E N G I N E E R I S ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH A L T E R A T I O N , A N D A S P E C I F I C DESCRIPTION OF THE ALTERATION. D O N O T S C A L E D R A W I N G S . WRITTEN DIMENSIONS GOVERN. © JOSEPH G THOMPSON ARCHITECT, PLL C . AL L R I G H T S R E SE R VE D . Joseph G. Thompson, RA New York State License #036057 SEAL Ross & Denise Weale (Owners) 103 Hastings Avenue Croton-On-Hudson, New York 10520 S-B-L: 79.13-1-31 Village of Croton-On-Hudson - Westchester County First Floor Plan (540 SF Gross) Scale: 1/4" = 1'-0" A1.01 N Basement Plan Scale: 1/4" = 1'-0" A1.01 N Cross Section Scale: 1/4" = 1'-0" A1.01 Longitudinal Section Scale: 1/4" = 1'-0" A1.01 A2.01 0 3 6 0 5 7 J O S E P H G . T H O M P S O N Weale Residence Accessory Dwelling Unit FOR PLANNING BOARD REVIEW & APPROVAL Date: August 6, 2024 Revisions: Joseph G. Thompson Architect, PLLC 108 N Division Street, Ste 100 P e e k s k i l l , N e w Y o r k 1 0 5 6 6 PH: (8 4 5) 5 3 2 - 8 1 5 6 EM: joe@jthompsonarch.com NOTES: IT IS A VIOLATION OF THE LAW FOR A N Y P E R S O N , U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A LICENSED ARCHITECT OR ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN A R C H I T E C T O R E N G I N E E R I S ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH A L T E R A T I O N , A N D A S P E C I F I C DESCRIPTION OF THE ALTERATION. D O N O T S C A L E D R A W I N G S . WRITTEN DIMENSIONS GOVERN. © JOSEPH G THOMPSON ARCHITECT, PLL C . AL L R I G H T S R E SE R VE D . Joseph G. Thompson, RA New York State License #036057 SEAL Ross & Denise Weale (Owners) 103 Hastings Avenue Croton-On-Hudson, New York 10520 S-B-L: 79.13-1-31 Village of Croton-On-Hudson - Westchester County North East Elevation Scale: 1/4" = 1'-0" A2.01 North West Elevation Scale: 1/4" = 1'-0" A2.01 South West Elevation Scale: 1/4" = 1'-0" A2.01 South East Elevation Scale: 1/4" = 1'-0" A2.01

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