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site plan 4 pages

Also attached to this agenda item: 155 Grand Street Aerial 155 Grand Street Application and Attachments Redacted 155 Grand Street DRAFT Resolution 2.25.25 155 Grand Street Final Plan ZBA Submission 2.4.25

& Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-CVER 2024\24012219A\Engineering\Site Plans\C-CVER.dwg\C-100-COVER By: MICHAEL.SABA R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________ CITY PLANNING COMMISSION _______________________ CHAIRMAN ATTEST: _______________________ _______________________ SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY SITE PLAN BROOK ST COMMERCIAL LLC SECTION: 67.20 BLOCK: 3 LOT: 12 VILLAGE OF CROTON-ON-HUDSON WESTCHESTER COUNTY NEW YORK STATE AS SHOWN 02/04/2025 MAS CPM 24012219A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR PTH NEWBURGH 555 Hudson Valley Avenue Suite 101 New Windsor, NY 12553 845.564.4495 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. Connor Patrick McCorma NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 103756 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 SCALE : 1" = 200' Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m) N S E W NORTH COVER SHEET C - 100 GENERAL INFORMATION LOCATION MAP INDEX OF SHEET DESCRIPTION SHT. No. COVER SHEET C - 100 EXISTING CONDITIONS & DEMOLITION PLAN C - 200 DIMENSION PLAN C - 300 GRADING DRAINAGE & UTILITY PLAN C - 400 TOTAL SHEETS SOURCE: NEW YORK STATE CLEARING HOUSE PRELIMINARY SITE PLANS FOR 155 GRAND STREET SECTION 67.20, BLOCK 3, LOT 12 VILLAGE OF CROTON-ON-HUDSON WESTCHESTER COUNTY, NEW YORK STATE VILLAGE OF CROTON ON HUDSON ZONING MAP SCALE: 1" = 500' N S E W NORTH PROJECT LOCATION SOURCE: OFFICIAL ZONING MAP OF THE VILLAGE OF CROTON-ON-HUDSON 1. THE SUBJECT PROPERTY IS KNOWN AS SECTION 67.20, BLOCK 3, LOT 12 IN THE VILLAGE OF CROTON ON HUDSON, WESTCHESTER COUNTY, NEW YORK. 2. THE PROPERTY IS LOCATED IN THE RB (TWO-FAMILY RESIDENCE) ZONING DISTRICT. THE TAX LOT CONTAINS A TRACT AREA OF ±5,611 S.F. / 0.13 AC. OWNER/APPLICANT: BROOK ST COMMERCIAL LLC 153 GRAND STREET CROTON-ON-HUDSON, NY 10520 3. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS TAKEN FROM A PLAN ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY FOR 153 GRAND STREET SECTION 67.20 BLOCK 3 LOTS 12 & 13." PREPARED BY COLLIERS ENGINEERING & DESIGN; DATED JANUARY 14, 2025. 4. THE HORIZONTAL DATUM IS RELATIVE TO NAD83. THE VERTICAL DATUM IS RELATIVE TO N.A.V.D. 1988. 5. NO 100 YEAR FLOOD PLAINS ARE KNOWN TO EXIST ON THE SITE PER THE FLOOD INSURANCE RATE MAPS 36119C0109F DATED 09/28/2007 PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. 6. THIS SET OF PLANS IS NOT DEPICTING ENVIRONMENTAL CONDITIONS OR A CERTIFICATION/WARRANTY REGARDING THE PRESENCE OR ABSENCE OF ENVIRONMENTALLY IMPACTED SITE CONDITIONS. COLLIERS ENGINEERING & DESIGN HAS PERFORMED NO EXPLORATORY OR TESTING SERVICES, INTERPRETATIONS, CONCLUSIONS OR OTHER SITE ENVIRONMENTAL SERVICES RELATED TO THE DETERMINATION OF THE POTENTIAL FOR CHEMICAL, TOXIC, RADIOACTIVE OR OTHER TYPE OF CONTAMINANTS AFFECTING THE PROPERTY AND THE UNDERSIGNED PROFESSIONAL IS NOT QUALIFIED TO DETERMINE THE EXISTENCE OF SAME. SHOULD ENVIRONMENTAL CONTAMINATION OR WASTE BE DISCOVERED, THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LAWS AND REGULATIONS. 7. THIS IS A SITE DEVELOPMENT PLAN AND UNLESS SPECIFICALLY NOTED ELSEWHERE HEREON, IS NOT A SURVEY. 8. DO NOT SCALE DRAWINGS AS THEY PERTAIN TO ADJACENT AND SURROUNDING PHYSICAL CONDITIONS, BUILDINGS, STRUCTURES, ETC. THEY ARE SCHEMATIC ONLY, EXCEPT WHERE DIMENSIONS ARE SHOWN THERETO. 9. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES OF MUNICIPAL AND AGENCY REVIEW AND APPROVAL. THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL APPROVALS REQUIRED HAVE BEEN OBTAINED, ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED AND THE DRAWINGS HAVE BEEN STAMPED “ISSUED FOR CONSTRUCTION”. THIS SHALL INCLUDE APPROVAL OF ALL CATALOG CUTS, SHOP DRAWINGS AND/OR DESIGN CALCULATIONS AS REQUIRED BY THE PROJECT OWNER AND/OR MUNICIPAL ENGINEER. 10. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY, INCLUDING PROVISION OF ALL APPROPRIATE SAFETY DEVICES AND TRAINING REQUIRED. 11. PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL CALL 811 TO REQUEST A UTILITY MARKOUT. 12. INFORMATION HERON INCORPORATES THE CONTENT IN THE FOLLOWING REPORT A. ARCHITECTURAL PLANS "155 GRAND STREET RESIDENCE (LOT 2)" PROVIDED BY JOSEPH G. THOMPSON ARCHITECT, PLLC DATED FEBRUARY 4, 2025. SITE NOTES 1. BUILDING FOOTPRINT DIMENSIONS SHOWN HEREON ARE APPROXIMATE. FINAL BUILDING FOOTPRINT DIMENSIONS FOR THE BUILDING SHALL BE FURNISHED ON THE INDIVIDUAL ARCHITECTURAL PLANS AT THE TIME OF APPLICATION FOR A BUILDING PERMIT. 2. CURBS SHALL BE DEPRESSED FLUSH WITH PAVEMENT, AND ADA ACCESSIBLE CURB RAMPS INSTALLED WHERE SIDEWALKS AND CROSSWALKS INTERSECT SAME. DETECTABLE WARNINGS SHALL BE INCLUDED ON ADA ACCESSIBLE CURB RAMPS. 3. TRAFFIC SIGNAGE AND STRIPING SHALL CORRESPOND TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL WASTE MATERIALS IN ACCORDANCE WITH GOVERNING REGULATIONS AND AGENCIES. 5. REFUSE AND RECYCLABLES SHALL BE STORED WITHIN OUTSIDE SCREENED TRASH ENCLOSURES AS NOTED ON THE PLANS AND PICKED UP BY A PRIVATE WASTE DISPOSAL HAULER. 6. THERE SHALL BE NO ON-SITE BURIAL OF CONSTRUCTION MATERIALS, TREE BRANCHES, STUMPS, OR OTHER DELETERIOUS MATERIALS. 7. MATERIALS, WORKMANSHIP, AND CONSTRUCTION FOR THE SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: A. NEW YORK STATE DEPARTMENT OF TRANSPORTATION “STANDARD SPECIFICATIONS”, 2020; AS SUPPLEMENTED. B. CURRENT PREVAILING MUNICIPAL, COUNTY, AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS, AND REQUIREMENTS. C. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. D. CURRENT MANUFACTURER SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. UTILITY NOTES 1. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM VARIOUS SOURCES AND IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION TO HIS SATISFACTION PRIOR TO EXCAVATION. WHERE EXISTING UTILITIES ARE TO BE CROSSED BY PROPOSED CONSTRUCTIONS, TEST PITS SHALL BE DUG BY THE CONTRACTOR PRIOR TO CONSTRUCTION TO ASCERTAIN EXISTING INVERTS, MATERIALS, AND SIZES. TEST PIT INFORMATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO CONSTRUCTION TO PERMIT ADJUSTMENTS AS REQUIRED TO AVOID CONFLICTS. THE CONTRACTOR SHALL NOTIFY THE UNDER SIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON. SUCH CONDITIONS COULD RENDER THE DESIGNS HEREON INAPPROPRIATE OR INEFFECTIVE. 2. UTILITY RELOCATIONS SHOWN HEREON, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED UTILITY RELOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND/OR COORDINATING ALL REQUIRED UTILITY RELOCATIONS IN COOPERATION WITH THE RESPECTIVE UTILITY COMPANY/AUTHORITIES. 3. STORM SEWERS SHALL BE CLASS III (OR HIGHER IF NOTED) REINFORCED CONCRETE PIPE (RCP) WITH "O" RING GASKETS OR INTERNALLY PRELUBRICATED GASKET (TYLOX SUPERSEAL OR EQUIVALENT, ADS N-12 HIGH DENSITY POLYETHYLENE PIPE (HDPE), AS NOTED ON THE PLAN, OR APPROVED EQUAL. PROPER PIPE COVERAGE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. PIPE LENGTHS SHOWN HEREON ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 4. WATER SERVICE TO BE PROVIDED FROM THE EXISTING WATER MAIN LINE WITHIN GRAND STREET, OWNED AND OPERATED BY THE VILLAGE OF CROTON-ON-HUDSON. PROPOSED WATER MAIN AND FIRE HYDRANT LOCATIONS ARE SUBJECT TO MUNICIPAL AND WESTCHESTER COUNTY DEPARTMENT OF HEALTH REVIEW AND APPROVAL. PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, CLASS 52, WITH ASPHALTIC EPOXY TYPE COATING OR HIGH DENSITY POLYETHYLENE (HDPE) SDR-11 PIPE AS NOTED ON THE PLANS. WATER MAINS SHALL BE INSTALLED TO PROVIDE A MINIMUM OF 4.5 FEET OF COVER FROM THE TOP OF PIPE TO THE PROPOSED GRADE. 5. SEWER SERVICE SHALL BE PROVIDED BY MUNICIPAL SEWER WITHIN GRAND STREET. OWNED AND OPERATED BY THE VILLAGE OF CROTON-ON-HUDSON DEPARTMENT OF PUBLIC WORKS. PROPOSED SEWER SERVICE CONNECTION ARE SUBJECT TO MUNICIPAL REVIEW AND APPROVAL. PIPE MATERIALS SHALL BE PVC SDR-35, EXCEPT AS NOTED OTHERWISE ON THE PLANS. EXCEPT WHERE SHALLOWER DEPTHS ARE PERMITTED BY THE MUNICIPALITY OR UTILITY AUTHORITY, SEWER LINES, INCLUDING FORCE MAINS AND LATERALS, SHALL BE INSTALLED TO PROVIDE A MINIMUM 4 FEET OF COVER FROM THE TOP OF PIPE TO PROPOSED GRADE. 6. ALL WATER PIPES SHOULD BE SEPARATED FROM SANITARY SEWER LINES BY A MINIMUM HORIZONTAL DISTANCE OF 10 FEET. IF SUCH HORIZONTAL SEPARATION IS NOT POSSIBLE, THE WATER AND SEWER LINES SHALL BE IN SEPARATE TRENCHES (STEP TRENCHES ARE PROHIBITED) WITH THE TOP OF THE SEWER LINE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN ENCASED IN CONCRETE OR WITH SUCH SEPARATION EXPRESSLY APPROVED BY THE DEPARTMENT OF HEALTH. 7. AT THE CROSSINGS OF ALL SEWER LINES AND WATER MAINS, THE TOP OF THE SEWER LINES SHALL BE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. IF SUCH VERTICAL SEPARATION IS NOT POSSIBLE, THE WATER LINE SHALL BE ENCASED IN CONCRETE SUBJECT TO THE APPROVAL OF THE PROJECT ENGINEER. 8. GAS, ELECTRIC, LIGHTING, CABLE TELEVISION, AND ELECTRICAL SERVICE PLANS, IF REQUIRED, SHALL BE PREPARED BY THE RESPECTIVE UTILITY COMPANIES THAT SERVICE THE AREA PRIOR TO SITE CONSTRUCTION AND SHALL BE INSTALLED PER ORDINANCE OR LOCAL UTILITY COMPANIES REQUIREMENTS. 9. TELEPHONE, ELECTRIC, AND GAS LINES WILL BE INSTALLED UNDERGROUND. CROSSINGS OF PROPOSED PAVEMENTS WILL BE INSTALLED PRIOR TO THE CONSTRUCTION OF PAVEMENT BASE COURSE. GRAND STREET MT. AIRY ROAD CHURCH STREET RB ZONE RB ZONE C1 ZONE RA-25 ZONE RA-25 ZONE GRAND STREET MT. AIRY ROAD CHURCH STREET SUNSET TRAIL MAPLE STREET OLD POST ROAD BAY VIEW TERRACE ADJACENT PROPERTIES PROJECT LOCATION 153 GRAND ST 165 GRAND ST CROTON FIRE DEPARTMENT SOURCE: GOOGLE EARTH SCALE : 1" = 100' Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m) N S E W NORTH 151 GRAND ST Date: 2025.02.04 15:47:55-04'00' Digitally signed by Connor Patrick McCormack T E R R A C E B A Y V I E W G R A N D S T R E E T LIMIT OF SAW CUT (TYP.) LIMIT OF SAW CUT (TYP.) LIMIT OF SAW CUT (TYP.) BAYVIEW TERRACE PAVEMENT TO BE RELOCATED WITH 18' R.O.W. TREE T.B.R. TREE T.B.R. TREE T.B.R. STONE WALL TO BE RELOCATED ALONG PROPOSED 18' R.O.W. MAIL BOXES TO BE RELOCATED EXISTING TREE T.B.R. & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-DEMO 2024\24012219A\Engineering\Site Plans\C-DEMO.dwg\C-200-DEMOLITION By: MICHAEL.SABA R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________ CITY PLANNING COMMISSION _______________________ CHAIRMAN ATTEST: _______________________ _______________________ SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY SITE PLAN BROOK ST COMMERCIAL LLC SECTION: 67.20 BLOCK: 3 LOT: 12 VILLAGE OF CROTON-ON-HUDSON WESTCHESTER COUNTY NEW YORK STATE AS SHOWN 02/04/2025 MAS CPM 24012219A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR PTH NEWBURGH 555 Hudson Valley Avenue Suite 101 New Windsor, NY 12553 845.564.4495 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. Connor Patrick McCorma NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 103756 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 SCALE : 1" = 10' SELECT LINEAR UNIT OF MEASURE N S E W NORTH SITE DEMOLITION PLAN C - 200 DEMOLITION LEGEND TO BE REMOVED (T.B.R.) TO BE RELOCATED TO REMAIN TO BE DEMOLISHED SAWCUT LINE DEMOLITION NOTES: 1. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR SHALL BE REQUIRED TO CALL THE BOARD OF PUBLIC UTILITIES ONE CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT IN ADVANCE OF ANY EXCAVATION. UDIG NY, 811 OR WWW.UDIGNY.ORG. A PRE-DEMOLITION CONFERENCE WILL NEED TO BE ARRANGED WITH UDIG NY AND MUST BE HELD A MINIMUM OF 7 DAYS BEFORE THE START OF ANY DEMOLITION. 2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 3. ALL DEMOLITION DEBRIS TO BE REMOVED BY CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. 4. ALL DEMOLITION 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 COLLIERS ENGINEERING & DESIGN IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 5. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW (SEE "EROSION AND SEDIMENT CONTROL PLAN," THIS DRAWING SET). 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 DEMOLITION ACTIVITIES. 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 DEMOLITION 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. COLLIERS ENGINEERING & DESIGN 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. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE-DEMOLITION CONDITION. 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). 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. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT 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 TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. 13. DEMOLITION SHALL NOT PROCEED UNTIL THE APPROXIMATE LOCATION OF THE EXISTING UTILITIES ARE MARKED IN THE FIELD AND ALL UTILITY CONNECTIONS ARE SUITABLY SHUT OFF AND DISCONNECTED AND PROPER DEMOLITION PERMITS ARE IN PLACE WITH THE APPROPRIATE JURISDICTION. 14. 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. 15. THIS SET OF PLANS IS NOT DEPICTING ENVIRONMENTAL CONDITIONS OR A CERTIFICATION/WARRANTY REGARDING THE PRESENCE OR ABSENCE OF ENVIRONMENTALLY IMPACTED SITE CONDITIONS. COLLIERS ENGINEERING & DESIGN HAS PERFORMED NO EXPLORATORY OR TESTING SERVICE, INTERPRETATIONS, CONCLUSIONS OR OTHER SITE ENVIRONMENTAL SERVICES RELATED TO THE DETERMINATION OF POTENTIAL FOR CHEMICAL, TOXIC, OR RADIOACTIVE OR OTHER TYPE OF CONTAMINANTS AFFECTING THE PROPERTY AND THE UNDERSIGNED PROFESSIONAL IS NOT QUALIFIED TO DETERMINE THE EXISTENCE OF SAME. SHOULD ENVIRONMENTAL CONTAMINATION OR WASTE BE DISCOVERED, THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LAW AND REGULATIONS. REFERENCE NOTE: 1. THE HORIZONTAL DATUM IS RELATIVE TO NAD83. THE VERTICAL DATUM IS RELATIVE TO N.A.V.D. 1988. 2. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS TAKEN FROM A PLAN ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY FOR 153 GRAND STREET SECTION 67.20 BLOCK 3 LOTS 12 & 13." PREPARED BY COLLIERS ENGINEERING & DESIGN; DATED JANUARY 14, 2025. Date: 2025.02.04 15:47:59-04'00' Digitally signed by Connor Patrick McCormack 24' 41.25' 43.25' 12.5' 11.5' 2' PROPOSED 3 STORY SINGLE FAMILY RESIDENCE 1,009 S.F. (GROSS FOOTPRINT) 2,481 S.F. HABITABLE AREA) PORCH DOOR LOCATION (TYP.) OVHD PATIO T E R R A C E B A Y V I E W G R A N D S T R E E T 25 FOOT REAR YARD SETBACK 8 FOOT SIDE YARD SETBACK 12 FOOT SIDE YARD SETBACK PROPOSED DRIVEWAY RETAINING WALL 8' 42.34' 8.18' 8.3' 8.08' 3' 5' 10' PARKING SPACES FOR 153 GRAND STREET 18' 7.52 FOOT FRONT YARD SETBACK 2 LOT WIDTH CALCULATION1: REAR OF DWELLING 40.61' LOT WIDTH CALCULATION1: FRONT OF DWELLING 47.97' Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-LAYT 2024\24012219A\Engineering\Site Plans\C-LAYT.dwg\C-300-LAYOUT By: MICHAEL.SABA R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________ CITY PLANNING COMMISSION _______________________ CHAIRMAN ATTEST: _______________________ _______________________ SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY SITE PLAN BROOK ST COMMERCIAL LLC SECTION: 67.20 BLOCK: 3 LOT: 12 VILLAGE OF CROTON-ON-HUDSON WESTCHESTER COUNTY NEW YORK STATE AS SHOWN 02/04/2025 MAS CPM 24012219A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR PTH NEWBURGH 555 Hudson Valley Avenue Suite 101 New Windsor, NY 12553 845.564.4495 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. Connor Patrick McCorma NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 103756 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 LEGEND EXISTING PROPOSED TRAVERSE LINE, CENTER LINE OR BASELINE (LABEL AS SUCH) RIGHT OF WAY LINE PROPERTY LINE EDGE OF PAVEMENT CURB DEPRESSED CURB SIDEWALK FENCES TREELINE ROADWAY SIGNS WETLAND LINE MUNICIPAL BOUNDARY LINE X X 13+00 12+00 BACK FACE HC STALL COUNT ADA ACCESSIBLE STALL DEPRESSED CURB AND ADA RAMP DIRECTION OF TRAFFIC FLOW V SCALE : 1" = 10' SELECT LINEAR UNIT OF MEASURE DIMENSION PLAN C - 300 N S E W NORTH TABLE OF BULK REQUIREMENTS MINIMUM REQUIRED PROPOSED REMARKS LOT AREA (S.F.) 5,000 S.F. 5,611 S.F. OK LOT WIDTH1 (FEET) 50 FEET 44.3 FEET VARIANCE REQUIRED (-5.7 FEET) LOT DEPTH (FEET) 100 FEET 101.63 FEET OK FRONT YARD SETBACK2 (FEET) 7.52 FEET 8.1 FEET OK SIDE YARD SETBACK (ONE, FEET) 8 FEET 8 FEET OK SIDE YARD SETBACK (BOTH, FEET) 20 FEET 16.2 FEET VARIANCE REQUIRED (-3.8 FEET) REAR YARD SETBACK (FEET) 25 FEET 42.34 FEET OK MINIMUM HABITABLE FLOOR AREA PER DWELLING UNIT (S.F.) (TOTAL) 880 S.F. 2,481 S.F. OK OFF-STREET PARKING SPACES PER DWELLING UNIT OK MAXIMUM BUILDING HEIGHT (FEET) 2.5 STORIES 3 STORY VARIANCE REQUIRED (0.5 STORIES) 35' < 35' OK BUILDING COVERAGE 40% 36.9% OK FLOOR AREA RATIO 0.6 0.42 OK ZONING DISTRICT: RB ONE-FAMILY RESIDENCE USE: PERMITTED BY RIGHT: ONE-FAMILY DWELLING TAX LOT: SBL: 67.20-3-12 ±5,611 S.F. ±0.13 ACRES OWNER / APPLICANT: BROOK ST COMMERCIAL LLC 153 GRAND STREET CROTON-ON-HUDSON, NY 10520 1. LOT WIDTH: THE AVERAGE DISTANCE BETWEEN SIDE LOT LINES MEASURED ALONG TWO LINES PARALLEL TO A LINE CONNECTING THE END POINTS OF THE FRONT LOT LINE AND DRAWN THROUGH THOSE TWO POINTS OF THE PRINCIPAL BUILDING CLOSEST TO AND FARTHEST FROM THE STREET. LOT WIDTH = ((47.97' + 40.61') / 2) = 44.3' 2. FRONT YARD SETBACK: EXISTING FRONT YARD SETBACK FOR 153 GRAND STREET IS 6.37' EXISTING FRONT YARD SETBACK FOR 165 GRAND STREET IS 8.68' ALLOWABLE FRONT YARD SETBACK PER SECTION 230-40E = ((8.68+6.37) / 2) = 7.52' 3. PARKING SPACES SHOWN ARE BEING PROVIDED FOR TENANTS AT 153 GRAND STREET. Date: 2025.02.04 15:47:59-04'00' Digitally signed by Connor Patrick McCormack T E R R A C E B A Y V I E W G R A N D S T R E E T DOOR LOCATION (TYP.) OVHD 18' G 133.50 G 129.50 G 128.43 G 137.50 S S S S PROPOSED WATER CONNECTION PROPOSED 2 STORY SINGLE FAMILY RESIDENCE G.F.E. = 129.50 F.F.E. = 139.0 PROPOSED SANITARY CONNECTION PROPOSED 4'' PVC SDR 35 (MIN 2% SLOPE) PROPOSED 1'' TYPE 'K' COPPER WATER SERVICE G 138.46 BW 133.50 TW 134.38 TW 131.45 BW 130.45 W W W W W W W BW 130.83 TW 134.17 BS 133.50 BS 132.92 BS 132.33 BS 131.75 BS 131.17 G 137.25 G 137.50 G 130.50 PARKING SPACES (TYP.) & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-GRAD 2024\24012219A\Engineering\Site Plans\C-GRAD.dwg\C-400-GRADING By: MICHAEL.SABA R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________ CITY PLANNING COMMISSION _______________________ CHAIRMAN ATTEST: _______________________ _______________________ SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY SITE PLAN BROOK ST COMMERCIAL LLC SECTION: 67.20 BLOCK: 3 LOT: 12 VILLAGE OF CROTON-ON-HUDSON WESTCHESTER COUNTY NEW YORK STATE AS SHOWN 02/04/2025 MAS CPM 24012219A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR PTH NEWBURGH 555 Hudson Valley Avenue Suite 101 New Windsor, NY 12553 845.564.4495 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. Connor Patrick McCorma NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 103756 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 LEGEND EXISTING PROPOSED TRAVERSE LINE, CENTER LINE OR BASELINE (LABEL AS SUCH) RIGHT OF WAY LINE PROPERTY LINE EDGE OF PAVEMENT CURB DEPRESSED CURB SIDEWALK FENCES TREELINE ROADWAY SIGNS WETLAND LINE MUNICIPAL BOUNDARY LINE X X 13+00 12+00 BACK FACE S D G 29.0 TC 29.0 BC 29.0 TDC 29.0 STORM MANHOLE SANITARY MANHOLE FLARED END SECTION HEADWALL HYDRANT POLE MOUNTED LIGHT CONTOURS SPOT ELEVATION DIRECTION OF OVERLAND FLOW TOP OF CURB ELEVATION BOTTOM OF CURB ELEVATION TOP OF DEPRESSED CURB ELEVATION H Y D TYPE '9' INLET TYPE 'C', 'D', 'E' INLET SCALE : 1" = 10' SELECT LINEAR UNIT OF MEASURE GRADING, DRAINAGE & UTILITY PLAN C - 400 N S E W NORTH Date: 2025.02.04 15:47:59-04'00' Digitally signed by Connor Patrick McCormack