173 Maple St PLANNING
application
9 pages
Meeting: portal event 1073 (no meeting page on file)
Agenda item: New Business — Patino, Rosa, 173 Maple Street (68.17-4-34) - Accessory Dwelling Unit Application
Application, 9 pages. Attached to agenda item: “New Business — Patino, Rosa, 173 Maple Street (68.17-4-34) - Accessory Dwelling Unit Application”
Retrieved 2026-04-15 from the village's meeting portal.
View the original PDF ↗
Also attached to this agenda item:
173 Maple Acc Cottage Finishes
173 Maple Draft Resolution
Redacted Application 173 Maple
Extracted text
173 MAPLE STREET
PATINO RESIDENCE
SITE ADDRESS:
CONSTRUCTION DRAWINGS
ACCESSORY COTTAGE
·
10, 085 SQ. FT
MIN. LOT AREA:
BULK REQUIREMENTS
REQUIRED
EXISTING
VILLAGE OF CROTON-ON-HUDSON
5,000 SQ. FT.
MIN. LOT WIDTH:
NO CHANGE
PROPOSED
50 FT.
50 FT.
5.58 FT.*
8 FT.
MIN. SIDE YARD:
NO CHANGE
ZONING DISTRICT: RB- TWO FAMILY DISTRICT, ONE FAMILY RESIDENCE
NO CHANGE
63.12 FT.
20 FT.
MIN. FRONT YARD:
NO CHANGE
91 FT
25 FT.
MIN. REAR YARD:
102 FT
23.5 FT
35 FT.
MAX. BUILDING HEIGHT:
NO CHANGE
14.67 FT.*
20 FT.
BOTH. SIDE YARDS:
NO CHANGE
10%
40%
BUILDING COVERAGE:
17%
8 FOOT VARIANCE ISSUED BY ZONING BOARD OF APPEALS ON 6/24/25.
SURVEY BY T.C. MERRITTS LAND SURVEYORS, DATED 5/9/25.
PRIMARY RESIDENCE:
NA
10 FT.
MIN. SIDE YARD:
2 FT. *
NA
10 FT.
MIN. REAR YARD:
10.5 FT
NA
15 FT.
MAX. BUILDING HEIGHT:
11.5 FT.
ACCESSORY COTTAGE:
2'-0" MIN
4'-0"
SANITARY
SEWER
MAIN
NOTE:
1. ALL SEWER MAINS ARE TO BE OF SDR 35 AND CONFORM TO ASTM D3034 OR TOWNSHIP ENGINEERS APPROVAL.
2. ALL SEWER MAINS AND LATERALS ARE REQUIRED TO BE PRESSURE TESTED.
3. LATERALS ARE TESTED FROM THE MAIN TO THE RIGHT OF WAY.
4. THE ENGINEERING DEPARTMENT SHALL PROVIDE A CHECKLIST FOR ALL SANITARY SEWER TESTING.
5. A CODE ENFORCEMENT PLUMBING OFFICIAL IS REQUIRED TO TEST AND INSPECT FROM THE RIGHT OF WAY
TO THE HOUSE CONNECTION.
6. ACCEPTABLE ONSITE MATERIALS TO BE DETERMINED BY THE TOWNSHIP ENGINEER OR REPRESENTATIVES,
SHALL COMPLY WITH NJDOT SPECIFICATION: 901.11 SOIL AGGREGATE.
7. APPROVED EQUIVALENT MATERIALS REQUIRES TESTING ANALYSIS AND CLEAN FILL CERTIFICATION.
FINISH GRADE
FINISH GRADE
FIRM AND UNYIELDING FOUNDATION
1'-0"
NOTE:
1.
AN APPLICATION TO OPEN PUBLIC GROUNDS IS REQUIRED BY THE
TOWNSHIP OF BRANCHBURG ENGINEERING DEPARTMENT, WHEN WORKING IN THIS AREA.
2.
REFER TO CODE ENFORCEMENT/BUILDING DEPARTMENT FOR THE REQUIREMENTS FROM THE LATERAL CLEAN OUT
TO HOUSE CONNECTION.
3.
IN AREAS WHERE A REQUIRED CLEAN OUT IS WITHIN A TRAVELED PATH, WALKWAY OR PAVEMENT, A CASTING SHALL
BE INSTALLED TO PROTECT THE CLEAN OUT. THE CASTING SHALL HAVE A MINIMUM RATING OF H-20. THE CASTING
SHALL BE FLUSH WITH THE GRADE AND A CONCRETE COLLAR/ FOOTING 8 INCHES MINIMUM THICKNESS, CLASS B CONCRETE
AND 4 INCHES WIDER THAN THE PROPOSED CASTING BOTTOM FLANGE. IF THE CLEAN-OUT IS LARGER THAN 4 INCHES THEN
THE CASTING SHALL BE LARGE ENOUGH TO HAVE CLEARANCE OF AT LEAST 2 INCHES AROUND THE CLEAN-OUT CAP.
10"
16"
20"
7 1/2"
Machine-extracted for search and reference — the original PDF is the authoritative version.