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 ↗
Extracted text
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
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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
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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
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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
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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
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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
Machine-extracted for search and reference — the original PDF is the authoritative version.