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SITE CONC. PAD TO BE REMOVED POOL & DECK TO BE REMOVED FENCE TO BE REMOVED FENCE TO BE REMOVED CONC. PAD TO BE REMOVED POOL & DECK TO BE REMOVED FENCE TO BE REMOVED FENCE TO BE REMOVED STEPS / WALL / PATIO TO BE REMOVED X X X X X X X X XXXX X X X X X X XX X X X X X X X (7) ARBORVITAE THUJA GREEN GIANT (7) ARBORVITAE THUJA GREEN GIANT (5) ARBORVITAE THUJA GREEN GIANT (7) TRI COLOR DAPPLED WILLOW SHRUB / HEDGE EXISTING CONDITIONS & DEMOLITION PLAN EX-1.1 SHEET 1 OF 6 LOCATION MAP SCALE: 1" = 500' (914) 736-3664 C52N,N (N*,N((5,N* 352)(66,2NAL (N*,N((5,N* C2N68L7,N* 39 Arlo Lane Cortlandt Manor, New York 10567 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2023" BY CRONIN ENGINEERING, P.E., P.C. ALL RIGHTS RESERVED. PATRICK M. BELL, P.E. LICENSE #087679 MUNICIPAL TAX IDENTIFICATION: SUBLOT: ----- LOT: 10.1 & 6 BLOCK: SECTION: 67.20 DRAWN BY: CHECKED: PROJECT: DATE: JOB #: JCA/PMB KJW CORTESE - 123 N. RIVERSIDE AUGUST 7, 2023 REVISIONS # REASON DATE SITE DEVELOPMENT PLAN FOR HILLSIDE STREET LLC LOCATION: 123 NORTH RIVERSIDE AVENUE CROTON-ON-HUDSON, NEW YORK HILLSIDE STREET LLC APPLICANT Dig New Safely. York (800) 962-7962 www.digsafelynewyork.com SCALE: 1" = 20 FT. 1. PARCEL TAX MAP DESIGNATION: SECTION: 67.20, BLOCK: 4, LOT(S): 10.1 & 6 2. TOTAL AREA OF EXISTING LOT: 24,308 SQ. FT. (0.56 ACRES). 3. SURVEY & TOPOGRAPHIC INFORMATION SHOW HEREON IS BASED ON A SURVEY PREPARED BY BADEY & WATSON 4. PARCEL IS LOCATED IN THE VILLAGE OF CROTON-ON-HUDSON RB (TWO-FAMILY RESIDENCE) ZONING DISTRICT. 5. PARCEL IS LOCATED IN THE PEEKSKILL & HAVERSTRAW BAY BASIN. 6,7( '(9(L23M(N7 3LAN 13 N 5,9(56,'( A9( 9,LLA*( 2) C5272N-2N-+8'62N :(67C+(67(5 C28N7Y, N(: Y25. LIST OF DRAWINGS SHEET # SHEET X OF Y TITLE ISSUE DATE LAST REVISED EX-1.1 1 OF 6 EXISTING CONDITIONS AUGUST 7, 2023 JANUARY 22, 2024 SP-2.1 2 OF 6 SITE PLAN - UTILITY & GRADING AUGUST 7, 2023 JANUARY 22, 2024 SP-2.2 3 OF 6 SITE PLAN - EROSION & SEDIMENT CONTROL AUGUST 7, 2023 JANUARY 22, 2024 SP-2.3 4 OF 6 LANDSCAPING PLAN SEPTEMBER 11, 2023 JANUARY 22, 2024 CD-3.1 5 OF 6 CONSTRUCTION DETAILS AUGUST 7, 2023 JANUARY 22, 2024 CD-3.2 6 OF 6 CONSTRUCTION DETAILS AUGUST 7, 2023 JANUARY 22, 2024 EXISTING CONDITIONS & DEMOLITION PLAN SCALE: 1" = 20' 78 MAIN STREET DOBBS FERRY, NEW YORK 10522 REVISED PER VILLAGE ENGINEER 09-11-2023 REVISED PER VILLAGE ENGINEER 01-22-2024 Extra tree to be removed , 26" Mulberry Tree Existing Mulberry Tree Existing Mulberry Tree SITE PROPOSED 2-STORY HOUSE F.F.E.=136.5 B.F.E..=124.0 PROPOSED 4" SDR-40 SANITARY SEWER SERVICE PROPOSED 2" COPPER WATER SERVICE PROPOSED CATCH BASIN #1 PROPOSED CATCH BASIN #2 PROPOSED CATCH BASIN #4 PROPOSED 12" HDPE PROPOSED 12" HDPE PROPOSED 12" HDPE PROPOSED CONNECTION TO EXISTING CATCH BASIN PROPOSED GAS, ELECTRIC, AND COMMUNICATION SERVICE PROPOSED ASPHALT DRIVEWAY PROPOSED RETAINING WALL 40.3' 25.0' 36.2' 8' SIDE SETBACK 20' FRONT SETBACK 25' REAR SETBACK GARAGE G.F.E. =135.0 PROPOSED 6" PVC SDR-35 TO PICK UP ROOF LEADERS PROPOSED (4) CULTEC 330XLHD RECHARGER INFILTRATORS TW 118.0 BW 117.0 TW 129.0 BW 126.0 TW 140.0 BW 136.0 TW 128.0 BW 126.5 TW 135.5 BW 133.0 TW 135.5 BW 123.0 TW 135.5 BW 126.0 PROPOSED CATCH BASIN #3 BSMT. MECH. ROOM PROPOSED CULTEC OVERFLOW 6" PVC SDR-35 TO TIE INTO PROPOSED CATCH BASIN #1 47.9' SETBACK 8' SIDE X X X X X X X X XXXX X X X X X X XX X X X X X X X PROPOSED METER PIT RATED FOR H-20 LOADING W/ 1.5" NEPTUNE T-10 WATER METER PROPOSED FIRE HYDRANT - POST TYPE (SEE DETAIL) PROPOSED CURB (MATERIAL BY OWNER) SP-2.1 SHEET 2 OF 6 LOCATION MAP SCALE: 1" = 500' (914) 736-3664 C52N,N (N*,N((5,N* 352)(66,2NAL (N*,N((5,N* C2N68L7,N* 39 Arlo Lane Cortlandt Manor, New York 10567 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2023" BY CRONIN ENGINEERING, P.E., P.C. ALL RIGHTS RESERVED. PATRICK M. BELL, P.E. LICENSE #087679 MUNICIPAL TAX IDENTIFICATION: SUBLOT: ----- LOT: 10.1 & 6 BLOCK: SECTION: 67.20 DRAWN BY: CHECKED: PROJECT: DATE: JOB #: JCA/PMB KJW CORTESE - 123 N. RIVERSIDE AUGUST 7, 2023 REVISIONS # REASON DATE SITE DEVELOPMENT PLAN FOR HILLSIDE STREET LLC LOCATION: 123 NORTH RIVERSIDE AVENUE CROTON-ON-HUDSON, NEW YORK HILLSIDE STREET LLC 78 MAIN STREET DOBBS FERRY, NEW YORK 10522 APPLICANT Dig New Safely. York (800) 962-7962 www.digsafelynewyork.com SCALE: 1" = 20 FT. ZONING DATA CHART - R-B ZONING DISTRICT (ONE-FAMILY RESIDENCE) MIN. LOT AREA (SF) MIN. LOT WIDTH (FT) MIN. LOT DEPTH (FT) FRONT YARD (FT) SIDE YARD ONE / BOTH YARDS (FT) REAR YARD (FT) HABITABLE FLOOR AREA (SF) FLOOR AREA RATIO BUILDING HEIGHT (STORIES/ FEET) COVERAGE (%) REQ'D OFF-STREET PARKING (PER D.U.) 5,000 8 /20 0.60 2.5 / 35 PROPOSED 24,308 36.20 40.3 / 88.2 25.00 4,152 0.17 2 / 25 SPECIAL NOTE THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE MEANS AND METHODS NEEDED TO PERFORM THE CONSTRUCTION/EXCAVATION, ET AL, OPERATIONS SHOWN HEREON. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A SAFE WORKING ENVIRONMENT AND PROVIDE THE MEANS AND METHODS TO PERFORM THE NECESSARY TASKS. NOTHING ON THESE PLANS SHALL OBLIGATE THE DESIGN ENGINEER AS TO THE MEANS AND METHODS TO PERFORM THE TASKS ASSOCIATED WITH THE APPROVED DESIGN PLANS. THOSE OBLIGATIONS AT ALL TIMES REMAIN WITH THE CONTRACTOR(S). 1. A PRE-CONSTRUCTION SITE INSPECTION WITH CRONIN ENGINEERING, P.E., P.C. IS REQUIRED W/ THE OWNER AND CONTRACTOR PRESENT TO CONFIRM THE CONSTRUCTION PROCEDURE. 2. THERE SHALL BE NO MODIFICATION TO ANY ASPECT OF THIS PLAN WITHOUT FIRST CONTACTING CRONIN ENGINEERING, P.E., P.C. FOR APPROVAL. 3. PRIOR TO ANY EXCAVATION, THE OWNER AND/OR CONTRACTOR SHALL CALL THE UNDERGROUND LINE LOCATION SERVICE (CODE 53) AT (800)-962-7962. FOR MORE INFORMATION, VISIT WWW.DIGSAFELYNEWYORK.COM. 4. EROSION & SEDIMENT CONTROL MEASURES AS SHOWN IN THIS PLAN SET SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY SITE WORK. IF UNFORESEEN FIELD CONDITIONS ARE ENCOUNTERED WHICH PROHIBIT THE INSTALLATION OF CERTAIN EROSION & SEDIMENT CONTROL MEASURES AS SHOWN, IT SHALL BE THE OWNER AND/OR CONTRACTOR'S RESPONSIBILITY TO CONTACT CRONIN ENGINEERING, P.E., P.C. IMMEDIATELY TO DISCUSS ALTERNATIVE METHODS. IT SHALL BE THE OWNER AND/OR CONTRACTOR'S RESPONSIBILITY TO ENSURE THE INTEGRITY OF ALL EROSION & SEDIMENT CONTROL MEASURES AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT. 5. CRONIN ENGINEERING, P.E., P.C. MAKES NO REPRESENTATIONS OR CERTIFICATIONS AS TO THE INTEGRITY, LOCATION OR EXISTENCE OF SUBSURFACE STRUCTURES OR SOIL CONDITIONS WITH RESPECT TO STABILITY AND SUITABILITY FOR THE INTENDED PURPOSE. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO VERIFY ALL SUBSURFACE CONDITIONS AND ENSURE THAT ALL IMPROVEMENTS ARE PLACED ON MATERIAL WITH A SUITABLE BEARING CAPACITY. 6. CRONIN ENGINEERING, P.E., P.C. MAKES NO REPRESENTATION OR CERTIFICATIONS AS TO THE QUANTITY OF MATERIAL NEEDED OR TO BE REMOVED FOR THE SUCCESSFUL CONSTRUCTION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO VERIFY THE QUANTITY OF MATERIAL NEEDED OR TO BE REMOVED TO SUCCESSFULLY CONSTRUCT THE PROJECT. 7. IN THE EVENT THAT FIELD CONDITIONS ARE DIFFERENT THAN WHAT IS PRESENTED IN THIS PLAN SET, IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO NOTIFY CRONIN ENGINEERING, P.E., P.C. PRIOR TO CONTINUING WITH ANY FURTHER SITE WORK. 8. IF UNFORESEEN SUBSURFACE CONDITIONS ARE ENCOUNTERED (I.E. ROCK, GROUNDWATER, ETC.), THE OWNER AND/OR CONTRACTOR SHALL STOP WORK AND NOTIFY CRONIN ENGINEERING, P.E., P.C. ALL NECESSARY MODIFICATIONS OR CHANGES SHALL BE DISCUSSED WITH AND APPROVED BY CRONIN ENGINEERING, P.E., P.C. PRIOR TO CONTINUING WITH ANY FURTHER SITE WORK. FURTHERMORE, THE OWNER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS IF BLASTING IS REQUIRED. 9. IT IS THE OWNER AND/OR CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW OSHA, NYS AND ANY OTHER APPLICABLE CODES OR REQUIREMENTS THROUGHOUT THE DURATION OF THE PROJECT. THIS INCLUDES BUT IS NOT LIMITED TO PROVIDING ADEQUATE BRACING AND GUARANTEEING THE STABILITY OF EXCAVATIONS AND OTHER VICINITY STRUCTURES. 10. CRONIN ENGINEERING, P.E. P.C. MAKES NO REPRESENTATION AS TO THE QUALITY (I.E. CONTAMINATION), IF ANY, OF THE SOILS ON THIS SITE. THE OWNER AND/OR CONTRACTOR ARE RESPONSIBLE TO CONDUCT ANY AND ALL TESTING AS MAY BE REQUIRED TO ENSURE THE SITE HAS NO CONTAMINATED SOILS. 11. CRONIN ENGINEERING, P.E. P.C. MAKES NO REPRESENTATION AS TO THE SOIL BEARING CAPACITY OF THE SOILS ON SITE. THE OWNER AND/OR ARCHITECT ARE RESPONSIBLE TO CONDUCT ANY AND ALL TESTING AS MAY BE REQUIRED TO ENSURE THE CONSTRUCTION OF THE FOUNDATION MEETS THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE AND THE BUILDING CODE OF THE VILLAGE OF BUCHANAN. FOUNDATION DESIGN IS NOT PROVIDED BY THIS OFFICE AND IS THE RESPONSIBILITY OF THE OWNER/ARCHITECT/BUILDER. 12. THE OWNER/BUILDER/ARCHITECT ARE RESPONSIBLE TO ENSURE THAT THE BUILDING FOUNDATION MEETS ALL VILLAGE CODES AND THE NEW YORK STATE RESIDENTIAL BUILDING CODE. IF UNSUITABLE MATERIAL IS ENCOUNTERED, THE OWNER SHALL MAKE PROVISIONS (I.E. DEEPER FOOTING, SPREAD FOOTING, GRADE BEAMS, PILES, ETC.) AS NECESSARY TO ENSURE A CODE COMPLIANT FOUNDATION TO THE SATISFACTION OF THE VILLAGE OF BUCHANAN BUILDING DEPARTMENT. ENGINEERS NOTES TO OWNER / CONTRACTOR GENERAL NOTES 1. PARCEL TAX MAP DESIGNATION: SECTION: 67.20, BLOCK: 4, LOT(S): 10.1 & 6 2. TOTAL AREA OF EXISTING LOT: 24,308 SQ. FT. (0.56 ACRES). 3. SURVEY & TOPOGRAPHIC INFORMATION SHOW HEREON IS BASED ON A SURVEY PREPARED BY BADEY & WATSON 4. PARCEL IS LOCATED IN THE VILLAGE OF CROTON-ON-HUDSON RB (TWO-FAMILY RESIDENCE) ZONING DISTRICT. 5. PARCEL IS LOCATED IN THE PEEKSKILL & HAVERSTRAW BAY BASIN. UTILITY & GRADING PLAN UTILITY & GRADING SCALE: 1" = 20' REVISED PER VILLAGE ENGINEER 09-11-2023 RETAINING WALL NOTE FINAL RETAINING WALL DESIGN BY OTHERS REVISED PER VILLAGE ENGINEER 01-22-2024 Extra tree to be removed , 26" Mulberry Tree SITE 40.3' 25.0' 36.2' 8' SIDE SETBACK 20' FRONT SETBACK 25' REAR SETBACK 47.9' SETBACK 8' SIDE (7) ARBORVITAE THUJA GREEN GIANT (7) ARBORVITAE THUJA GREEN GIANT (5) ARBORVITAE THUJA GREEN GIANT (7) TRI COLOR DAPPLED WILLOW SHRUB / HEDGE SP-2.3 SHEET 4 OF 6 LOCATION MAP SCALE: 1" = 500' (914) 736-3664 C52N,N (N*,N((5,N* 352)(66,2NAL (N*,N((5,N* C2N68L7,N* 39 Arlo Lane Cortlandt Manor, New York 10567 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2023" BY CRONIN ENGINEERING, P.E., P.C. ALL RIGHTS RESERVED. PATRICK M. BELL, P.E. LICENSE #087679 MUNICIPAL TAX IDENTIFICATION: SUBLOT: ----- LOT: 10.1 & 6 BLOCK: SECTION: 67.20 DRAWN BY: CHECKED: PROJECT: DATE: JOB #: JCA/PMB KJW CORTESE - 123 N. RIVERSIDE AUGUST 7, 2023 REVISIONS # REASON DATE SITE DEVELOPMENT PLAN FOR HILLSIDE STREET LLC LOCATION: 123 NORTH RIVERSIDE AVENUE CROTON-ON-HUDSON, NEW YORK HILLSIDE STREET LLC APPLICANT Dig New Safely. York (800) 962-7962 www.digsafelynewyork.com SCALE: 1" = 20 FT. 78 MAIN STREET DOBBS FERRY, NEW YORK 10522 LANDSCAPING PLAN LANDSCAPING PLAN SCALE: 1" = 20' REVISED PER VILLAGE ENGINEER 09-11-2023 DO NOT CUT LEADER REMOVE ENOUGH WHOLE BRANCHES TO REDUCE FOLIAGE BY 13 (ALWAYS PRUNE TO NODE OR CROTCH RETAINING NORMAL PLANT SHAPE) CIRCLED WATERPROOF TREE WRAPPING PAPER 4" SIDE (TO HAVE A 50% OVERLAP TIED WITH STOUT HEMPCORD AT TOP OF BALL AND ALSO AT HEIGHEST OF 2ND BRANCHES 2 STRANDS OF NO. 12 GALVANIZED ANEALED STEEL WIRE (TWISTED IN NEW RUBBER HOSE) TOPSOIL MIX BACKFILL ALONG SIDES OF ROOT BALL (12" MIN) CUT AND REMOVE BURLAP BINDING FROM THE TOP 13 OF THE ROOT BALL AND COMPLETELY FROM THE TRUNK OF THE TREE. (IF REQUIRED) 3"Ø MIN. CEDAR STAKE. TO BE 3' MIN. LONG AND PROTRUDE INTO VIRGIN OR COMPACTED SOIL A MINIMUM OF 16" IN ELEVATION BELOW THE BOTTOM OF OF THE EXCAVATED TREE BALL HOLE. (STAKES TO BE DRIVEN IN AFTER TENSION HAS BEEN PLACED AROUND TREE TRUNK) TAMPED TOPSOIL MIX BELOW ROOT BALL (6" MIN) 4" MIN. 6" MIN. 6" MIN. 1' MIN. 1' MIN. 6' MAX. SMALL TREE 7' MIN. LARGE TREE DECIDUOUS TREE PLANTING N.T.S. REMOVE ENOUGH WHOLE BRANCHES TO REDUCE FOLIAGE BY 13 (ALWAYS PRUNE TO NODE OR CROTCH RETAINING NORMAL PLANT SHAPE) TOPSOIL MIX BACKFILL ALONG SIDES OF ROOT BALL (6" MIN) CUT AND REMOVE BURLAP BINDING FROM THE TOP 13 OF THE ROOT BALL AND COMPLETELY FROM THE TRUNK OF THE TREE. (IF REQUIRED) TAMPED TOPSOIL MIX BELOW ROOT BALL (6" MIN) 4" MIN. 8" MIN. 8" MIN. 8" MIN. 8" MIN. SHRUB PLANTING N.T.S. 4" MIN. 6" 5" 10" 10" 6' MAX. SMALL TREE 7' MIN. LARGE TREE 2 STRANDS OF NO. 12 GALVANIZED ANEALED STEEL WIRE (TWISTED IN NEW RUBBER HOSE) 3"Ø MIN. CEDAR STAKE. TO BE 3' MIN. LONG AND PROTRUDE INTO VIRGIN OR COMPACTED SOIL A MINIMUM OF 16" IN ELEVATION BELOW THE BOTTOM OF OF THE EXCAVATED TREE BALL HOLE. (STAKES TO BE DRIVEN IN AFTER TENSION HAS BEEN PLACED AROUND TREE TRUNK) TOPSOIL MIX BACKFILL ALONG SIDES OF ROOT BALL (12" MIN) CUT AND REMOVE BURLAP BINDING FROM THE TOP 13 OF THE ROOT BALL AND COMPLETELY FROM THE TRUNK OF THE TREE. (IF REQUIRED) TAMPED TOPSOIL MIX BELOW ROOT BALL (6" MIN) CONIFEROUS TREE PLANTING N.T.S. 1. ALL LANDSCAPING (PLANTING OF TREES, SHRUBS, SOD, ETC.) SHALL BE PERFORMED BY OR UNDER THE SUPERVISION OF A PERSON WHO MEETS AT LEAST ONE OF THE FOLLOWING CRITERIA: CERTIFIED NURSERY PROFESSIONAL, IS A CERTIFIED ARBORIST, CERTIFIED LANDSCAPE TECHNICIAN PROGRAM OR GRADUATE FROM A 2 YEAR COLLEGE IN THE FIELD OF HORTICULTURE, ENVIRONMENTAL SCIENCE, LANDSCAPE ARCHITECTURE OR FORESTRY. 2. ALL PLANTS MUST BE HEALTHY AND REPRESENTATIVE OF THE FORM OF THE SPECIES. 3. TREES TO BE PLANTED IMMEDIATELY AFTER DELIVERY FROM THE NURSERY. 4. CONTRACTOR TO ASSURE SUITABLE SOIL CONDITION, IF NECESSARY PROVIDE ORGANIC MATTER-COMPOST, NUTRIFIED BARK, IN THE PROPORTION OF 3 PARTS OF SOIL TO 1 PART OF ORGANIC MATTER. 5. WATERING BASIN FOR TREES TO BE AT LEAST 30" IN DIAMETER OR THREE TIMES THE SIZE OF THE ROOTBALL. 6. BACKFILLING OF PLANT BASIN TO BE WITH THE ORIGINAL SOIL TO THE LEVEL OF 3 TO 4 INCHES ABOVE THE ORIGINAL LEVEL. 7. PROVIDE APPROPRIATE WATERING AND IF NECESSARY WRAP THE TRUNK TO LIMIT DAMAGE FROM INSECTS. 8. ALL STAKING AND PIT DETAILS SHALL BE IN ACCORDANCE WITH THE NYS STANDARD SHEETS SECTION 611-1R1 9. CONTRACTOR TAKES ALL RESPONSIBILITY FOR MAINTAINING A SAFE CONSTRUCTION AND POST-CONSTRUCTION CONDITION. 10. ANY CHANGE IN THIS PLAN IS SUBJECT TO APPROVAL FROM THE VILLAGE OF CROTON-ON-HUDSON. LANDSCAPING NOTES ARBORVITAE THUJA GREEN GIANT TRI COLOR DAPPLED WILLOW SHRUB / HEDGE REVISED PER VILLAGE ENGINEER 01-22-2024 Two 1.5" caliper Pin Oak trees to be planted Pin oak