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site plan 4 pages

Also attached to this agenda item: 1-Murphy-Croton PB-118 Scenic Drive-Amended Site Plan... 3-Murphy-Trees to be Removed-20231019-Non fillable

PROPOSED LIMIT OF DISTURBANCE (±11,570 SF) 1. THE GROSS SITE AREA EQUALS 25,055 SQUARE FEET OR 0.5752 ACRES. 2. ACCORDING TO THE TAX ASSESSOR, THE SUBJECT SITE CONSISTS OF THE FOLLOWING TAX PARCEL IDENTIFICATION NUMBERS: SECTION: 67.10, BLOCK: 2, LOT: 5.2. 3. SURVEY AND TOPOGRAPHIC DATA SHOWN HEREON IS TAKEN FROM A SURVEY PREPARED BY WARD CARPENTER ENGINEERS INC. ENTITLED "SURVEY OF PROPERTY PREPARED FOR ANDREW MURPHY & JEANNE S. MAGRAM IN THE VILLAGE OF CROTON-ON-HUDSON, WESTCHESTER COUNTY, NEW YORK" DATED AUGUST 26, 2022. 4. THE SUBJECT SITE IS LOCATED IN THE RA-25 (ONE-FAMILY RESIDENTIAL) ZONING DISTRICT. 5. THE SUBJECT SITE IS LOCATED IN THE CROTON HARMON SCHOOL DISTRICT. 6. THE SUBJECT SITE IS LOCATED IN THE PEEKSKILL & HAVERSTRAW BAY WATERSHED. SITE SPECIFIC NOTES LIST OF DRAWINGS SHEET TITLE SHEET NUMBER TITLE ISSUE DATE LAST REVISED EX-1.0 1 OF 4 EXISTING CONDITIONS PLAN 1/12/2023 10/27/2023 SP-2.0 2 OF 4 LAYOUT, GRADING AND UTILITY PLAN 1/12/2023 10/27/2023 SP-2.1 3 OF 4 EROSION & SEDIMENT CONTROL PLAN / CONSTRUCTION DETAILS 1/12/2023 10/27/2023 CD-3.0 4 OF 4 CONSTRUCTION DETAILS 1/12/2023 10/27/2023 1. THERE SHALL BE NO MODIFICATION TO ANY ASPECT OF THIS PLAN WITHOUT CONTACTING THE DESIGN ENGINEER. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL CODES, RULES & REGULATIONS. 3. THIS PLAN WAS PREPARED FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT TO CONSTRUCT THE RESIDENCE, DRIVEWAY, RETAINING WALLS, DECKS, AND WALKWAYS. NO REPRESENTATION TO THE SUB-SURFACE SOIL CONDITIONS ON THIS LOT ARE MADE OR IMPLIED BY THIS PLAN. IMPROVEMENTS SHOWN ARE FOR SCHEMATIC PURPOSES. 4. IT IS THE OWNER'S RESPONSIBILITY TO INSURE THAT ALL IMPROVEMENTS ARE PLACED ON MATERIAL WITH A SUITABLE BEARING CAPACITY. 5. CONTRACTOR TO VERIFY DEPTH & LOCATION OF ALL UTILITIES INCLUDING WATER, SEWER, DRAINAGE, GAS, TELEPHONE, ELECTRIC & CABLE PRIOR TO START OF WORK. 6. PROPOSED RESIDENCE, PORCH, AND DECK DESIGNED BY OTHERS. ENGINEER'S NOTES ENGINEER'S NOTES TO OWNER/CONTRACTOR 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). VICINITY MAP SCALE: 1" = 300' (914) 736-3664 C52N,N (N*,N((5,N* 352)(66,2NAL (N*,N((5,N* C2N68L7,N* MUNICIPAL TAX IDENTIFICATION: CHECKED: PROJECT: DATE: JOB #: # REASON DATE OWNER SCALE: 1" = 20 FT. 39 Arlo Lane Cortlandt Manor, New York 10567 SP-1.0 SHEET 1 OF 4 SUBLOT: LOT: BLOCK: SECTION: 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 INSURE 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 CONDITION OF THE FOUNDATION MEETS THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE AND THE BUILDING CODE OF THE VILLAGE OF CROTON-ON-HUDSON. 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 CROTON-ON-HUDSON BUILDING DEPARTMENT. EXISTING CONDITIONS PLAN Dig New Safely. York (800) 962-7962 www.digsafelynewyork.com SITE CROTON ON HUDSON SCENIC DR W NEWTON CT LOCATION: 118 SCENIC DRIVE WEST VILLAGE OF CROTON-ON-HUDSON, NEW YORK AMBER DR SITE DEVELOPMENT PLAN 118 SCENIC DRIVE WEST VILLAGE OF CROTON ON HUDSON WESTCHESTER COUNTY, NEW YORK EXISTING CONDITIONS PLAN SCALE: 1"=20' EXISTING SLOPES > 35% EXISTING SLOPES 15% TO 25% EXISTING SLOPES 25% TO 35% SLOPE LEGEND EXISTING SLOPES 15% TO 25% PROPOSED NORTH ELEVATION (FRONT) PROPOSED WEST ELEVATION (GARAGE) REFERENCE NOTE: 1. REFERENCE IS MADE TO THE ARCHITECTURAL PLANS BY HIGHLANDS ARCHITECTURE PLLC DATED JANUARY 12, 2023 NTS NTS · 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. AD -- ANDREW MURPHY AND JEANNE MAGRAM 10 NEWTON CT. SITE DEVELOPMENT PLAN FOR MURPHY / MAGRAM JANUARY 12, 2023 118 SCENIC DR PB 5.2 67.10 PATRICK M. BELL, P.E. LICENSE #087679 # OF TREES SIZE SPECIES 4" MAPLE 6" MAPLE 8" MAPLE 12" MAPLE 14" MAPLE 6" LOCUST 8" LOCUST 10" LOCUST 12" LOCUST 14" LOCUST 20" LOCUST 22" LOCUST # OF TREES SIZE SPECIES 24" LOCUST 6" PINE 12" PINE 20" PINE TWIN PINE 22" PINE 24" PINE 6" W. CHERRY 8" W. CHERRY 10" W. CHERRY 24" W. CHERRY 10" HICKORY # OF TREES SIZE SPECIES 22" HICKORY 6" PINE TOTAL # OF TREES EXISTING TREE INVENTORY LANDSCAPING NOTE: SEE SHEET 3 OF 4 FOR LANDSCAPING PLAN VILLAGE ENGINEERING COMMENTS 1/24/23 REVISED EASEMENTS 1/27/23 TREES AND LANDSCAPING 10/27/23 PROPOSED RESIDENCE FF: 239.0 GARAGE SLAB: 238.5 PORCH 238.5 PORCH PORCH 238.5 PROPOSED DRIVEWAY Lawn EXISTING RETAINING WALL TO REMAIN EXISTING SIDEWALK AND CURB TO BE REPLACED 234+ +236 PROPOSED BELGIAN BLOCK CURB TYP. 36B 36A PROPOSED RESIDENCE FF: 239.0 GARAGE SLAB: 238.5 PORCH 238.5 PORCH PORCH 238.5 PROPOSED DRIVEWAY Lawn PROPOSED PVC SDR35 SEWER SERVICE AT 2% MIN. PITCH. CONNECT TO EXISTING STUB. PROPOSED 1"Ø TYPE K COPPER WATER SERVICE. CONNECT TO EXISTING WATER VALVE PROPOSED GRADING TYP. PROPOSED LIMIT OF DISTURBANCE (±11,570 SF) PROPOSED FOOTING DRAIN TO CONNECT TO DRIVEWAY DRAINAGE INLET 234+ +236 PROPOSED ROOF LEADER TO CONNECT TO DRIVEWAY DRAINAGE INLET PROPOSED CLEANOUT PROPOSED 8" HDPE STORMWATER PIPE. YARD DRAIN #2 RIM: 225.0 INV: 223.5 PROPOSED 8" HDPE STORMWATER PIPE. CONNECT TO EXISTING DRAIN INLET. YARD DRAIN #1 RIM: 225.0 INV: 223.5 PROPOSED EASEMENT FOR THE BENEFIT OF LOT 67.10-2-5.2 OVER LOT 67.10-2-5.1 FOR UTILITY AND DRAINAGE CONNECTIONS. PROPOSED 15' WIDE EASEMENT FOR THE BENEFIT OF LOT 67.10-2-4.22 OVER LOT 67.10-2-5.2 FOR MAINTENANCE AND REPAIR OF RETAINING WALL. 45' 43.01' 44.45' 24.64' 15' 15' 7 TREES TO BE REMOVED: -5 PINE TREES -1 LOCUST TREE -1 MAPLE TREE SP-2.0 SHEET 2 OF 4 LAYOUT, GRADING AND UTILITY PLAN 1. DUE TO THE OVERALL IMPERVIOUS AREA BEING REDUCED FROM THE ORIGINAL CONDITION, THERE ARE NO STORMWATER MANAGEMENT PRACTICES REQUIRED, HOWEVER, TWO YARD DRAINS ARE PROPOSED TO COLLECT DRIVEWAY DRAINAGE, ROOF DRAINAGE, AND FOOTING DRAINS AND CONVEY THE STORMWATER TO THE EXISTING CATCH BASIN. DRAINAGE NOTE IMPERVIOUS AREA COMPARISON 118 SCENIC DRIVE WEST, CROTON ON HUDSON NY 10520 PREVIOUS CONDITIONS (SF) PROPOSED LAYOUT PLAN (SF) 1,754 2,338 HOUSE FOOTPRINT 2,537 2,088 PORCH / DECK WALKWAY / STAIRS BUILDING COVERAGE (%) 12.3% 10.0% TOTAL IMPERVIOUS COVERAGE 5,052 SF 4,981 SF TOTAL IMPERVIOUS COVERAGE (%) 20.2% 19.8% NOTE: FOR THE IMPERVIOUS AREA COMPARISON, THE PROPOSED LAYOUT WAS COMPARED TO THE PREVIOUS IMPERVIOUS AREA CONDITION (SHOWN BELOW) BEFORE THIS LOT WAS SUBDIVIDED VICINITY MAP SCALE: 1" = 300' (914) 736-3664 C52N,N (N*,N((5,N* 352)(66,2NAL (N*,N((5,N* C2N68L7,N* MUNICIPAL TAX IDENTIFICATION: CHECKED: PROJECT: DATE: JOB #: # REASON DATE OWNER SCALE: 1" = 20 FT. 39 Arlo Lane Cortlandt Manor, New York 10567 SUBLOT: LOT: BLOCK: SECTION: Dig New Safely. York (800) 962-7962 www.digsafelynewyork.com SITE CROTON ON HUDSON SCENIC DR W NEWTON CT LOCATION: 118 SCENIC DRIVE WEST VILLAGE OF CROTON-ON-HUDSON, NEW YORK AMBER DR SITE LAYOUT PLAN SCALE: 1"=20' SLOPE CALCULATIONS 15% TO 25% SLOPES 25% TO 35% SLOPES >35% SLOPES SITE AREA (SQ. FT.) WEIGHING FACTOR 1.0 1.5 3.0 TOTAL STEEP SLOPES ADJ. AREA (SQ. FT.) 1,014 1,110 2,499 3,618 2,548 3,243 9,409 DIST. AREA (SQ. FT.) 1,014 1,634 (ONE FAMILY RESIDENCE) ZONING DISTRICT ZONING DATA CHART - RA-25 25,000 SF 125 LF 40 LF 150 LF 20 LF 50 LF ONE SIDE YARD BOTH SIDE YARDS LOT AREA LOT WIDTH LOT DEPTH FRONT YARD 2 1/2 MAX 880 SF MIN 1,200 SF MIN 25% MAX 35 MAX (FEET) BUILDING COVERAGE (PERCENT) BUILDING HEIGHT (STORIES) OFF-STREET PARKING SPACES MAIN FLOOR (FLOOR AREA/DWELLING UNIT) HABITABLE REAR YARD 30 LF 25,055 SF 112.5 LF* N/A 232.5 LF N/A N/A N/A N/A N/A N/A N/A N/A N/A REQUIRED 0.20 FLOOR AREA RATIO N/A EXISTING PROPOSED NO CHANGE NO CHANGE 87.6 LF NO CHANGE 28.5 LF 69.0 LF 74.5 LF 1,447 SF 2,363 SF 10.0 % 28.8 LF 0.09 PREVIOUS SITE CONDITION PRIOR TO SUBDIVISION SCALE: 1"=60' GRADING AND UTILITY PLAN SCALE: 1"=20' PIPE / UTILITY CHART PIPE LOCATION TYPE ROOF LEADERS 4"Ø SOLID PVC SDR35 FOOTING DRAINS 4"Ø PERFORATED HDPE WATER SERVICE 1"Ø TYPE "K" COPPER UTILITIES BY UTILITY COMPANY, TO BE UNDERGROUND RAW SEWER LINE TO STUB 4"Ø SOLID PVC SDR35 AT 2% MIN SLOPE · 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. AD -- ANDREW MURPHY AND JEANNE MAGRAM 10 NEWTON CT. SITE DEVELOPMENT PLAN FOR MURPHY / MAGRAM JANUARY 12, 2023 118 SCENIC DR PB 5.2 67.10 PATRICK M. BELL, P.E. LICENSE #087679 VILLAGE ENGINEERING COMMENTS 1/24/23 * A LOT WIDTH VARIANCE OF 15 FEET WAS ISSUED BY THE ZONING BOARD OF APPEALS ON 12/14/16 TO ALLOW A LOT WIDTH OF 110 FEET. THE ACTUAL LOT WIDTH IS ± 112.5 FEET REVISED EASEMENTS 1/27/23 TREES AND LANDSCAPING 10/27/23 PROPOSED RESIDENCE FF: 239.0 GARAGE SLAB: 238.5 PORCH 238.5 PORCH PORCH 238.5 PROPOSED DRIVEWAY Lawn PROPOSED SILT FENCE TYP. PROPOSED SOIL STOCKPILE / STAGING AREA. PROPOSED STABILIZED CONSTRUCTION ENTRANCE 234+ +236 (3)SH (2)AW (3)WB WO RB RB (4)HBB BS BS BS EWP EWP EWP EWP EWP EWP WS WS EROSION AND SEDIMENT CONTROL PLAN / CONSTRUCTION DETAILS VICINITY MAP SCALE: 1" = 300' (914) 736-3664 C52N,N (N*,N((5,N* 352)(66,2NAL (N*,N((5,N* C2N68L7,N* · 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. MUNICIPAL TAX IDENTIFICATION: CHECKED: PROJECT: DATE: JOB #: AD REVISIONS # REASON DATE 39 Arlo Lane Cortlandt Manor, New York 10567 SP-2.1 SHEET 3 OF 4 SUBLOT: -- LOT: BLOCK: SECTION: Dig New Safely. York (800) 962-7962 www.digsafelynewyork.com SITE CROTON ON HUDSON SCENIC DR W NEWTON CT SITE DEVELOPMENT PLAN FOR MURPHY / MAGRAM LOCATION: 118 SCENIC DRIVE WEST VILLAGE OF CROTON-ON-HUDSON, NEW YORK JANUARY 12, 2023 118 SCENIC DR PB 5.2 67.10 AMBER DR EROSION AND SEDIMENTS CONTROL PLAN SCALE: 1"=20' PATRICK M. BELL, P.E. LICENSE #087679 1. ALL IMPROVEMENTS MUST BE COMPLETED AS SHOWN ON THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS MUST BE APPROVED IN ACCORDANCE WITH CHAPTER 230 OF THE VILLAGE CODE. 2. AT ALL TIMES THE OWNER/OPERATOR SHALL MAINTAIN ON-SITE A COPY OF THE PLANNING BOARD'S APPROVING RESOLUTION AND APPROVED PLANS. 3. 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. 4. IF COVERAGE UNDER THE GENERAL PERMIT IS REQUIRED, AT ALL TIMES THE OWNER/OPERATOR SHALL MAINTAIN ON-SITE A COPY OF THE GENERAL PERMIT, NOTICE OF INTENT (NOI), NOI ACKNOWLEDGEMENT LETTER, APPROVED STORMWATER POLLUTION PREVENTION PLAN (SWPPP), MS4 SWPPP ACCEPTANCE FORM, AND WEEKLY INSPECTION REPORTS PREPARED BY A QUALIFIED INSPECTOR. 5. IF AT ANY TIME DURING CONSTRUCTION THE CODE ENFORCEMENT OFFICER, PLANNING BOARD, OR ITS AGENTS DETERMINE THAT CONSTRUCTION IS NOT TAKING PLACE IN CONFORMANCE WITH THE APPROVED PLANS, A STOP WORK ORDER SHALL BE ISSUED BY THE CODE ENFORCEMENT OFFICER AND ALL WORK SHALL CEASE EXCEPT SUCH WORK APPROVED BY THE CODE ENFORCEMENT OFFICER AND/OR VILLAGE ENGINEER TO CORRECT EROSION AND SEDIMENT CONTROLS. 6. 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." 7. 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." 8. 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. 9. PRIOR TO COMMENCEMENT OF WORK, THE LIMIT OF DISTURBANCE LINE, AS SHOWN ON THE APPROVED PLANS SHALL BE STAKED BY A LICENSED LAND SURVEYOR AND DELINEATED IN THE FIELD BY USE OF AN ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. THE CONSTRUCTION FENCE SHALL REMAIN INSTALLED AND PROPERLY MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 10. PRIOR TO COMMENCEMENT OF WORK, THE OWNER SHALL CALL THE UNDERGROUND LINE LOCATION SERVICE. THE OWNER IS RESPONSIBLE TO LOCATE AND PROTECT ALL ABOVE AND BELOW GROUND UTILITIES THROUGHOUT ALL PHASES OF CONSTRUCTION. 11. ELECTRICAL POWER, TELEPHONE, CABLE TELEVISION, AND OTHER SUCH UTILITIES SHALL BE INSTALLED UNDERGROUND. 12. 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. 13. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH CHAPTER 160, NOISE, OF THE VILLAGE CODE. 14. UNLESS AUTHORIZED BY THE PLANNING BOARD, BLASTING IS PROHIBITED. 15. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE ACCEPTANCE OF LAND AREAS DESIGNATED FOR DEDICATION TO THE VILLAGE OF CROTON-ON-HUDSON, IF ANY. 16. THE CONTINUED VALIDITY OF A CERTIFICATE OF OCCUPANCY SHALL BE SUBJECT TO CONTINUED CONFORMANCE WITH THESE PLANS AND THE PLANNING BOARD'S APPROVING RESOLUTION. VILLAGE OF CROTON-ON-HUDSON NOTES 1. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE FOUNDATION LOCATION 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 COMMENCEMENT OF WORK, A PRE-CONSTRUCTION MEETING SHALL TAKE PLACE WITH THE APPLICANT, CONTRACTOR, BUILDING INSPECTOR, VILLAGE ENGINEER, VILLAGE PLANNER, AND OTHER RELEVANT PARTIES. AT TIME OF INSPECTION, ALL EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION FENCING SHALL BE INSTALLED AND ALL TREES TO BE REMOVED SHALL BE JOEED WITH A BRIGHT COLORED SURVEYOR'S RIBBON. 3. ALL IMPROVEMENTS ARE SUBJECT TO INSPECTION BY THE VILLAGE AND ITS AGENTS WITHOUT NOTIFICATION DURING THE APPROVAL AND CONSTRUCTION PROCESS. 4. THE VILLAGE OF CROTON-ON-HUDSON STORMWATER MANAGEMENT OFFICER MAY REQUIRE SUCH INSPECTIONS AS NECESSARY TO DETERMINE COMPLIANCE WITH CHAPTER 102, STORMWATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL, AND MAY EITHER APPROVE THE PORTION OF THE WORK COMPLETED OR NOTIFY THE OWNER/OPERATOR WHEREIN THE WORK FAILS TO COMPLY WITH THE REQUIREMENTS OF CHAPTER 102 AND THE APPROVED SWPPP. TO OBTAIN INSPECTIONS, THE OWNER/OPERATOR SHALL NOTIFY THE VILLAGE OF CROTON-ON-HUDSON ENFORCEMENT OFFICIAL AT LEAST 48 HOURS BEFORE ANY OF THE FOLLOWING: · START OF CONSTRUCTION. · INSTALLATION OF SEDIMENT AND EROSION CONTROL MEASURES. · COMPLETION OF SITE CLEARING. · COMPLETION OF ROUGH GRADING. · COMPLETION OF FINAL GRADING. · CLOSE OF CONSTRUCTION SEASON. · COMPLETION OF FINAL LANDSCAPING. · SUCCESSFUL ESTABLISHMENT OF LANDSCAPING IN PUBLIC AREAS. 5. IF COVERAGE UNDER THE GENERAL PERMIT IS REQUIRED, THE OWNER/OPERATOR SHALL RETAIN THE SERVICES OF A QUALIFIED INSPECTOR AND THE QUALIFIED INSPECTOR SHALL CONDUCT A SITE INSPECTION AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS. INSPECTION REPORTS SHALL BE PROVIDED TO THE PLANNING BOARD AND BUILDING DEPARTMENT ON A WEEKLY BASIS AND A COPY OF EACH REPORT SHALL BE KEPT ON-SITE. 6. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, A FINAL SITE INSPECTION SHALL BE CONDUCTED WITH THE PROPERTY OWNER/APPLICANT, CONTRACTOR, BUILDING DEPARTMENT, VILLAGE ENGINEER, VILLAGE PLANNER AND OTHER RELEVANT PARTIES. A CERTIFICATE OF OCCUPANCY SHALL NOT ISSUE UNLESS THE CODE ENFORCEMENT OFFICER HAS FIRST RECEIVED A WRITTEN REPORT FROM THE VILLAGE ENGINEER, VILLAGE PLANNER AND VILLAGE WETLAND INSPECTOR, AS APPLICABLE, STATING THAT ALL LAND DEVELOPMENT ACTIVITIES MEET THEIR SATISFACTION AND THAT THE SITE HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPROVED PLANS. 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 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. EROSION AND SEDIMENT CONTROL 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 IMPROVMENTS 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. VILLAGE OF CROTON-ON-HUDSON AS-BUILT SURVEY NOTES SITE INSPECTION NOTES OWNER SCALE: 1" = 20 FT. ANDREW MURPHY AND JEANNE MAGRAM 10 NEWTON CT. FLOW 1'-6" MIN 2'-6" MIN 6" MIN. 2" X 2" WOOD POST, NO. 2 RE-BAR OR STEEL PICKETS WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ MAX 6" MESH SPACING AS DEEMED NECESSARY BY QUALIFIED INSPECTOR.) FILTER X, MIRAFI 100X, OR STABILINKA T140N FILTER CLOTH OR APPROVED EQUAL 6" MIN 6" MIN 10' MAX. TOE-IN FILTER FABRIC, BACKFILL AND TAMP SOIL TO SECURE FABRIC IN PLACE FILTER X, MIRAFI 100X, OR STABILINKA T140N FILTER CLOTH OR APPROVED EQUAL WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ MAX 6" MESH (AS DEEMED NECESSARY BY QUALIFIED INSPECTOR.) 2" X 2" WOOD POST, NO. 2 RE-BAR OR STEEL PICKETS TOE-IN FILTER FABRIC, BACKFILL AND TAMP SOIL TO SECURE FABRIC IN PLACE EXISTING / FINAL GRADE WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ MAX 6" MESH SPACING AS DEEMED NECESSARY BY QUALIFIED INSPECTOR.) FILTER X, MIRAFI 100X, OR STABILINKA T140N FILTER CLOTH OR APPROVED EQUAL FLOW FLOW SILT FENCE INSTALLATION N.T.S. 6" X 6" X 6" TRENCH INSTALLATION NOTES: 1. EXCAVATE A 4 INCH X 4 INCH TRENCH ALONG THE LOWER SIDE OF A SLOPE AS SPECIFIED ON SITE PLAN. 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNHILL) WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF STORM WATER FLOW). 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 4. LAY THE TOE-IN FLAP OF FABRIC FLAT IN THE BOTTOM OF THE TRENCH AND BACKFILL THE TRENCH AND TAMP THE SOIL OVER THE FLAP TO SECURELY HOLD THE FABRIC IN PLACE. STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. 5. JOIN SECTIONS AS SHOWN ABOVE 6. PREFABRICATED UNITS SHALL BE OF TYPE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. ISOMETRIC VIEW. SECTION VIEW FRONT VIEW JOINING SECTIONS TOP VIEW 12' MIN. AT SITE ENTRANCE TO STREET 30' LONG MIN. PROVIDE 3" CLEAN CRUSHED STONE OR GRAVEL PROVIDE 3" CLEAN CRUSHED STONE OR GRAVEL TO DEPTH OF 1' PROVIDE GEOTEXTILE FILTER FABRIC ON SIDES AND BOTTOM COMPACT SUBGRADE INSTALLATION NOTES: 1. STONE SIZE SHALL BE 3" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT ONLY. 2. LENGTH SHALL BE AS SHOWN BUT NOT LESS THAN 30' 3. THE THICKNESS SHALL BE NO LESS THAN 12" AT THE CONSTRUCTION ENTRANCE. 4. THE WIDTH SHALL BE 12' AT A MINIMUM BUT NOT LESS THAN THE FULL WIDTH OF THE TRAVELED WAY. 5. FILTER FABRIC SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO THE PLACING OF ANY STONE. FILTER FABRIC WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE CONSTRUCTION. 6. IF SURFACE WATER IS FLOWING TOWARD THE CONSTRUCTION ENTRANCE, IT SHALL BE PIPED UNDERNEATH THE STABILIZED ENTRANCE. IF PIPING IS IMPRACTICAL, A BERM WITH 5:1 SIDE SLOPES SHALL BE PERMITTED. 7. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT FROM CONSTRUCTION INTO THE PUBLIC RIGHT OF WAY. THIS MAY REQUIRE PERIODIC DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO CAPTURE SEDIMENT. ANY SEDIMENT TRACKED, DROPPED OR WASHED INTO PUBLIC RIGHT OF WAY SHALL BE REMOVED IMMEDIATELY. 8. WHEELS OF CONSTRUCTION VEHICLES SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING ONTO THE PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROPRIATE SEDIMENT TRAPPING DEVICE. 9. PERIODIC INPECTION AND MAINTENANCE SHALL BE PROVIDED FOR THE DURATION OF CONSTRUCTION OR UNTIL FINAL GRADE IS ACHIEVED. SECTION PLAN STABILIZED CONSTRUCTION ENTRANCE N.T.S. 6'-0" 90" STANDARD STEEL OR WOODEN POST DRIVEN TO 42" MIN. BELOW GRADE WIRE OR ZIP TIES TO SECURE SAFETY FENCE IN PLACE 48" HDPE ORANGE SAFETY FENCE CONSTRUCTION SAFETY FENCE INSTALLATION NTS BLOW UP VIEW ISOMETRIC VIEW INSTALLATION NOTES 1. SPACE SUPPORT FENCE POSTS AT 6'-0" INTERVALS. 2. DRIVE SUPPORT POSTS 42" INTO GROUND. 3. FIRMLY FASTEN FENCE MATERIAL IN PLACE BY WIRING OR ZIP TYING TO FENCE POST WHILE MAINTAINING TENSION ACROSS FULL HEIGHT OF FENCE. WIRING OR ZIP TYING SHALL BE DONE IN A MANNER THAT WILL PREVENT SAGGING OF FENCE MATERIAL. 4. PROVIDE PERIODIC INSPECTION AND MAINTENANCE OF FENCE INCLUDING REPAIRS AS NECESSARY AND REQUIRED. 5. PLASTIC FENCE MATERIAL SHALL BE MORNING BARRIER FENCE, COLOR-INTERNATIONAL ORANGE, AS MANUFACTURED BY ADPI ENTERPRISES, LLC OR APPROVED EQUAL. 6" 2' ORGANIC SOIL W/ A PERCOLATION RATE OF AT LEAST 0.5 IN/HR EXISTING SUBSURFACE SOIL TILL SURFACE TO RESTORE INFILTRATION DENSE COVER OF REED CANARY GRASS EXISTING/PROPOSED GRADE GRASS SWALE CONSTRUCTION N.T.S. TREE PLANTING CHART QUANTITY ABBR. BOTANICAL NAME COMMON NAME SIZE COMMENTS CALIPER (IN.) HEIGHT (FT.) VOLUME (GAL.) RB BETULA NIGRA RIVER BIRCH 2.5 ----- ----- WO QUERCUS ALBA WHITE OAK 2.5 ----- ----- BS PICEA PUNGENS COLORADO BLUE SPRUCE ----- 6' - 8' ----- EWP PINUS STROBUS EASTERN WHITE PINE ----- 8' ----- WS PICEA GLAUCA WHITE SPRUCE ----- 6' ----- TOTAL TREES: 14 SHRUB PLANTING CHART QUANTITY ABBR. BOTANICAL NAME COMMON NAME SIZE COMMENTS CALIPER (IN.) HEIGHT (FT.) VOLUME (GAL.) WB ILEX VERTICELLATA WINTERBERRY ----- ----- AW VIBURNUM DENTATUM ARROW-WOOD ----- ----- SH HYDRANGEA ARBORESCENS SMOOTH HYDRANGEA ----- ----- HBB VACCINIUM CORYMBOSUM HIGHBUSH BLUEBERRY ----- ----- TOTAL SHRUBS: 12 VILLAGE ENGINEERING COMMENTS 1/24/23 REVISED EASEMENTS 1/27/23 TREES AND LANDSCAPING 10/27/23 RIVER BIRCH WHITE OAK COLORADO BLUE SPRUCE EASTERN WHITE PINE WHITE SPRUCE CONSTRUCTION DETAILS 6" (COMPACTED) ITEM 4 NYSDOT ITEM NO. 304.05 COMPACTED SUBGRADE 212" ASPHALT TOP COURSE NYSDOT ITEM NO. 403.178302 DRIVEWAY PAVING SECTION N.T.S. D Ø 1' MIN 1' MIN Ø + 24" VARIES Ø CLEAN GRANULAR FILL ONLY NO STONES GREATER THAN 3" AND NO ORGANIC MATERIAL PERMITTED. CLEAN FILL TO RUN FULL LENGTH OF TRENCH DRAINAGE PIPE SHALL REST ON VIRGIN (UNDISTURBED) SOLID GROUND OR 6" OF SAND WHERE BEDROCK IS ENCOUNTERED DRAINAGE PIPING (SEE PLAN FOR SIZE) 4"-6" TOPSOIL OVERFILL FOR SETTLING PURPOSES POUROUS BEDDING MATERIAL TO TOP OF PIPE (OR AS SPECIFIED BY MUNIPALITY) UNDISTURBED OR COMPACTED EARTH DRAIN PIPE INSTALLATION NOTES: 1. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" FROM THE PIPE HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE EXCAVATED TO A MINIMUM DEPTH OF INVERT AS SPECIFIED ON SITE DEVELOPMENT PLANS + 6" AND REPLACED WITH 6" OF SAND. 2. CLAY, SILT LOAM, OR NON-HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. 3. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 WHERE REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. 4. ANY UNSUITABLE MATERIAL EXCAVATED FROM THE TRENCH SHALL NOT USED AS BACKFILL AND SHALL BE REPLACED BY SUITABLE MATERIAL APPROVED BY THE DESIGN ENGINEER. LEADER AND FOOTING DRAIN PIPE INSTALLATION W/O PAVEMENT RESTORATION N.T.S. D Ø 1' MIN 1' MIN Ø + 24" 18" MINIMUM COVER Ø CLEAN GRANULAR FILL ONLY NO STONES GREATER THAN 3" AND NO ORGANIC MATERIAL PERMITTED. CLEAN FILL TO RUN FULL LENGTH OF TRENCH DRAINAGE PIPE SHALL REST ON VIRGIN (UNDISTURBED) SOLID GROUND OR 6" OF SAND WHERE BEDROCK IS ENCOUNTERED DRAINAGE PIPING (SEE PLAN FOR SIZE) 4"-6" TOPSOIL OVERFILL FOR SETTLING PURPOSES POUROUS BEDDING MATERIAL TO TOP OF PIPE (OR AS SPECIFIED BY MUNIPALITY) UNDISTURBED OR COMPACTED EARTH DRAIN PIPE INSTALLATION NOTES: 1. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" FROM THE PIPE HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE EXCAVATED TO A MINIMUM DEPTH OF INVERT AS SPECIFIED ON SITE DEVELOPMENT PLANS + 6" AND REPLACED WITH 6" OF SAND. 2. CLAY, SILT LOAM, OR NON-HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. 3. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 WHERE REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. 4. ANY UNSUITABLE MATERIAL EXCAVATED FROM THE TRENCH SHALL NOT USED AS BACKFILL AND SHALL BE REPLACED BY SUITABLE MATERIAL APPROVED BY THE DESIGN ENGINEER. DRAIN PIPE INSTALLATION N.T.S. 3'-1" 3'-1" 1'-6" 7" 7" 2'-2" 2'-10" 2' 2'-2" OUTLET OUTLET MOUNT FRAME ON BED OF MORTAR 6" CRUSHED STONE OR GRAVEL EXAMPLE SECTION VIEW PLAN VIEW MAX 2 BRICKS OR 1 BLOCK LEVELING COURSE. (ADJUSTMENTS GREATER THAN 12" SHALL BE MADE WITH PRECAST RING) VIRGIN GROUND (UNDISTURBED SOLID SOIL) INSTALLATION NOTES: 1. PIPES SHALL BE CUT FLUSH WITH INSIDE WALL OF BASIN. 2. BASINS MUST BE DESIGNED FOR H-20 LOADING AND SHALL BE AS MANUFACTURED BY WOODARD'S CONCRETE PRODUCTS, LLC AND BE OF MODEL CB-2X2 OR APPROVED EQUAL. 3. CATCH BASIN SPECIFICATION SHALL HAVE CAMPBELL FOUNDRY FRAME AND GRATE PATTERN #2815 (DROP INLET) OR #2802 (SOLID COVER) OR APPROVED EQUAL. 4. ALL BACKFILL AROUND STRUCTURES (I.E. MANHOLES, CATCH BASINS, ETC) MUST BE COMPACTED TO 95% PROCTOR DENSITY TO AVOID SETTLEMENT OF MATERIAL AROUND THE STRUCTURE. 5. SIZE, MATERIAL, PITCH AND INVERT ELEVATIONS OF ALL PIPING TO BE AS SPECIFIED ON AMENDED SITE DEVELOPMENT PLANS. 6. GRATE INVERTS SHALL BE SET AS SHOWN ON THE AMENDED SITE DEVELOPMENT PLANS. 7. BASINS TO BE CHECKED PERIODICALLY DURING CONSTRUCTION BY A QUALIFIED INSPECTOR AND CLEANED OUT AS NECESSARY DURING CONSTRUCTION. YARD DRAIN INSTALLATION N.T.S. SLWFK SLWFK 18" MIN. SUMP NOTE: SEE PLAN FOR ELEVATIONS. 45° ROAD SURFACE CURBING WHERE APPLICABLE EXISTING / FINAL GRADE 4' MIN FROM RESIDENCE SEWER SERVICE PIPING (SEE PLAN FOR SIZE & MATERIAL) POUR CONCRETE AROUND SADDLE (3,000 PSI @ 28 DAY COMPRESSIVE STRENGTH) OR PER MUNICIPALITY REQUIREMENTS MECHANICALLY COMPACTED CLEAN GRANULAR FILL ONLY NO STONES GREATER THAN 2" AND NO ORGANIC MATERIAL PERMITTED. CLEAN FILL TO RUN FULL LENGTH OF TRENCH (OR K-CRETE OR ITEM 4 AS SPECIFIED PER MUNICIPALITY) 3 4" CRUSHED GRAVEL 30° OR 45° BEND (AS NEEDED) METALLIC TAPE LABELED "CAUTION SEWER LINE BELOW" AT 12" & 24" BELOW FINISHED GRADE OVER SEWER PIPING. GASKETED SEWER SADDLE (AS REQUIRED BY MUNICIPALITY) UNDISTURBED OR COMPACTED EARTH STAINLESS STEEL STRAPS (AS REQUIRED BY MUNICIPALITY) SEWER MAIN SEWER SERVICE CONNECTION AT SEWER MAIN N.T.S. SECTION VIEW PLAN VIEW FROM RESIDENCE 30° OR 45° BEND (AS NEEDED) 6" MIN 6" MIN 6" MIN 6" MIN SEWER FLOW SEWER FLOW GASKETED SEWER SADDLE (AS REQUIRED BY MUNICIPALITY) STAINLESS STEEL STRAPS (AS REQUIRED BY MUNICIPALITY) POUR CONCRETE AROUND SADDLE (3,000 PSI @ 28 DAY COMPRESSIVE STRENGTH) OR PER MUNICIPALITY REQUIREMENTS 45° SEWER SERVICE PIPING (SEE PLAN FOR SIZE & MATERIAL) SEWER MAIN SEWER MAIN SEWER SERVICE INSTALLATION NOTES: 1. CLEANOUTS TO BE PROVIDED AS REQUIRED 2. CONTRACTOR TO FOLLOW MANUFACTURE'S INSTALLATION GUIDE FOR INSTALLING PROCEDURE FOR SADDLE FITTING. 3. CONTRACTOR TO NOTIFY MUNICIPALITY 48 HOURS IN ADVANCE FOR INSPECTION PRIOR TO INSTALLATION. 4' MIN 4' MIN 45° NYSDOT ITEM # 305.5 TO BE USED TO SUPPORT PIPE IN TRENCH MIN. 6" MIN. BEDDING, (TO BE COMPACTED) WATER SERVICE PIPING (SEE PLAN FOR SIZE & MATERIAL) UNDISTURBED OR COMPACTED EARTH CORPORATION STOP (MUELLER) (SEE PLAN FOR SIZE) FLARE NUT FOR COPPER SERVICE CURB STOP (MUELLER) (SEE PLAN FOR SIZE) CURB BOX W/ ROD (MUELLER) TAPPING SADDLE (AS REQUIRED BY MUNICIPALITY WATER MAIN PROPERTY LINE OR EASEMENT ROAD SURFACE CURBING WHERE APPLICABLE CURB STOP & BOX AT PROPERTY LINE OR EDGE OF EASEMENT COVER TO BE MARKED "WATER" EXISTING / FINAL GRADE 6" MIN CLEAN GRANULAR FILL ONLY NO STONES GREATER THAN 3" AND NO ORGANIC MATERIAL PERMITTED. CLEAN FILL TO RUN FULL LENGTH OF TRENCH (THIS SECTION TO BE COMPACTED IN 6" LIFTS) TO RESIDENCE WATER SERVICE CONNECTION AT WATERMAIN N.T.S. 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. 14" 4" 6" 4" PROPOSED DRIVEWAY EXISTING YARD AREA BELGIAN BLOCK CONCRETE FOOTING CONCRETE BACKING 4" 6" REVEAL BELGIAN BLOCK (TYP.) EXISTING YARD AREA (TYP.) 6" REVEAL CONCRETE FOOTING FRONT VIEW FULL CURB SIDE VIEW FULL CURB PROPOSED DRIVEWAY NOTES 1. ALL CONCRETE FOR FOOTINGS & BACKING TO TEST 2500 P.S.I. AT 28 DAYS. 2. BELGIAN BLOCKS SHALL BE 14" x 18" x 4" OR SHALL MATCH EXISTING AND SHALL BE PROVIDED WITH 5 8" MIIN. JOINTS BETWEEN BLOCKS. 3. A 6" REVEAL SHALL BE MAINTAINED ON ALL CURBING. MATCH EXISTING CURBING WHERE APPLICABLE. 4. IF UNSUITABLE MATERIAL IS ENCOUNTERED DURING CURB INSTALLATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE AND REPLACE WITH WELL COMPACTED SELECT MATERIAL AT THE DIRECTION OF THE DESIGN ENGINEER. BELGIAN BLOCK CURB INSTALLATION NTS VICINITY MAP SCALE: 1" = 300' (914) 736-3664 C52N,N (N*,N((5,N* 352)(66,2NAL (N*,N((5,N* C2N68L7,N* MUNICIPAL TAX IDENTIFICATION: CHECKED: PROJECT: DATE: JOB #: # REASON DATE OWNER 39 Arlo Lane Cortlandt Manor, New York 10567 CD-3.0 SHEET 4 OF 4 SUBLOT: LOT: BLOCK: SECTION: Dig New Safely. York (800) 962-7962 www.digsafelynewyork.com SITE CROTON ON HUDSON SCENIC DR W NEWTON CT LOCATION: 118 SCENIC DRIVE WEST VILLAGE OF CROTON-ON-HUDSON, NEW YORK AMBER DR S 24" + PIPE Ø DEPTH VARIES 6" MIN SEWER SERVICE PIPING (SEE PLAN FOR SIZE & MATERIAL) MECHANICALLY COMPACTED CLEAN GRANULAR FILL ONLY NO STONES GREATER THAN 2" AND NO ORGANIC MATERIAL PERMITTED. CLEAN FILL TO RUN FULL LENGTH OF TRENCH (OR K-CRETE OR ITEM 4 AS SPECIFIED PER MUNICIPALITY) SEWER SERVICE INSTALLATION NOTES: 1. THE CONTRACTOR SHALL CALL IN A "CODE 753" PRIOR TO EXCAVATION. 2. ALL SANITARY SEWER SERVICE PIPING TO BE AS SPECIFIED ON SITE DEVELOPMENT PLANS. 3. SANITARY SEWER SERVICE PIPING SHALL HAVE A MINIMUM OF 4'-0" COVER OVER PIPE. IF THIS IS NOT POSSIBLE THE OWNER/APPLICANT SHALL CONTACT THE MUNIPALITIES ENGINEERING DIVISION PRIOR TO CONSTRUCTION. 4. SANITARY SEWER MAIN RUNS SHALL HAVE A MINIMUM SLOPE OF 1.0%. 5. SANITARY SEWER SERVICE RUNS SHALL HAVE A MINIMUM SLOPE OF 2.0% FOR 4" DIA. PIPES. 6. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" FROM THE PIPE HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 4' + PIPE Ø + 6" AND REPLACED WITH 6" OF SAND. 7. SANITARY SEWER SHALL BE ANCHORED AT EACH BELL WHERE SLOPE OF PIPE EXCEEEDS 20%. 8. DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED AS BACKFILL. 9. BACKFILL SHALL BE PLACED SO AS NOT TO DISTURB THE PIPE ALIGNMENT. 10. SELECT AND BACKFILL MATERIAL SHALL BE PLACED IN 12" LIFTS (PRIOR TO COMPACTION) AND COMPACTED WITH A MECHANICAL TAMPER. 11. CONTRACTOR TO NOTIFY MUNICIPALITY 48 HOURS IN ADVANCE FOR TRENCH INSPECTION. 12. CLAY, SILT LOAM OR NON SOILS REQUIRE SHORING AND BRACING. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 WHERE REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. 6" MIN SEWER SERVICE INSTALLATION W/ PAVEMENT RESTORATION 1' MIN EXISTING ROAD SURFACE SAWCUT TRENCH TO THE BOTTOM OF THE ROAD COURSE MATERIAL (ITEM 4) WITH A STRAIGHT AND VERTICAL EDGE, TACK COAT ALL EXPOSED EDGES WITH RC-250 4" ASPHALT BINDER COURSE, NYSDOT ITEM 403.138902 8" (COMPACTED) ITEM 4, NYSDOT ITEM 304.14 UNDISTURBED OR COMPACTED EARTH 2" ASPHALT TOP COURSE, NYSDOT ITEM 403.178302 (SEE NOTE 13 FOR DRIVEWAY RESTORATION) SAW CUT 3 4" CRUSHED GRAVEL 1' MIN 1' MIN METALLIC TAPE LABELED "CAUTION SEWER LINE BELOW" AT 12" & 24" BELOW FINISHED GRADE OVER SEWER PIPING. FOR TRAFFIC LOADING WITH A MACHINED MATING SURFACE FOR A TIGHT NON-ROCKING FIT. 1. ALL CLEAN-OUT FRAMES AND COVERS SHALL BE MADE IN THE U.S.A., HEAVY DUTY, SUITABLE 2. CLEAN-OUT COVERS SHALL CONTAIN THE WORD "SEWER" CAST IN RAISED LETTERS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP THE COVER PATTERN CLEAN AND FREE OF EXCESS PAVEMENT, MORTAR, AND DIRT THAT MAY HINDER REMOVAL OR OBSCURE THE LETTERING UNTIL THE MUNICIPALITY HAS ACCEPTED THE SEWER. N.T.S GRAVITY SEWER SERVICE CLEANOUT TRENCH EXCAVATION & SLOPING TRENCH WIDTH 5' MAX VERTICAL SLOPE SOLID ROCK, SHALE, CEMENTED SAND & GRAVEL COMPACTED ANGULAR GRAVELS AVERAGE SOILS COMPACTED SHARP SAND WELL ROUNDED LOOSE SAND TRENCH EXCAVATION & SLOPING NOTES: 1. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 WHERE REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. 2. CLAY, SILT, LOAM OR NON-HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT 3. SOURCE- U.S. DEPARTMENT OF LABOR (OSHA) N.T.S. GRADE · 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. AD -- ANDREW MURPHY AND JEANNE MAGRAM 10 NEWTON CT. SITE DEVELOPMENT PLAN FOR MURPHY / MAGRAM JANUARY 12, 2023 118 SCENIC DR PB 5.2 67.10 PATRICK M. BELL, P.E. LICENSE #087679 EXISTING PROPOSED VILLAGE ENGINEERING COMMENTS 1/24/23 6" MAX. 10' MAX. W/ 30" RISE SIDEWALK LANDING SIDEWALK SEE CONCRETE SIDEWALK INSTALLATION DETAIL ROAD SURFACE PROVIDE EXPANSION JOINT (SEE NOTES) PROVIDE EXPANSION JOINT (SEE NOTES) DRIVEWAY SURFACE DROP CURB DRIVEWAY APRON ADJACENT GROUND TO BE FLUSH WITH SIDEWALK SURFACE CONCRETE CURB FLARE CURB ISOMETRIC VIEW (DRIVEWAY INTERSECTION) SECTION B-B PROVIDE EXPANSION JOINT (SEE NOTES) PROVIDE EXPANSION JOINT (SEE NOTES) CONSTRUCTION NOTES: 1. ALL RAMP AND SIDEWALK CONSTRUCTION TO BE DONE IN ACCORDANCE WITH NYS BUILDING CODES, LOCAL CODES AND AMERICAN DISABILITY ASSOCIATION REGULATIONS. 2. MAX SLOPE ON RAMPS NOT TO EXCEED 1 VERTICAL ON 20 HORIZONTAL AND 1 VERTICAL ON 50 HORIZONTAL CROSS SLOPE. 3. CONTRACTOR TO PROVIDE A STABLE, FIRM, SLIP FREE SURFACE FREE OF PONDING AREAS AND AREAS OF ICE CONCERN. 4. IF A LANDING HAS TO BE INCORPORATED INTO THE RAMPS, THE MAXIMUM VERTICAL RISE BETWEEN LANDING AND RESTING SPACE SHALL NOT EXCEED 30". 5. ALL EXPANSION JOINTS SHALL CONSIST OF FELT MATERIAL. SIDEWALK RAMP & CURB AT DRIVEWAY N.T.S. ISOMETRIC VIEW ROAD SURFACE CONCRETE CURB EXPANSION JOINT CONCRETE SIDEWALK 6" MIN. 3 4" WASHED GRAVEL OR STRUCTURAL SOIL COMPACT SUBGRADE CONCRETE SIDEWALK 5' MIN 9" MIN 1'-6" MIN 5" MIN R1" 10" MIN CONCRETE SIDEWALK INSTALLATION N.T.S. W2.9 OR W3 WIRE @ 6" O.C. BOTH DIRECTIONS SECTION A-A 1" WIDE X 5 4" DEEP TROWELED EDGE 38" PREMOULDED EXPANSION JOINT (FULL DEPTH) SCORE JOINT EXPANSION JOINT 6" MIN. 3 4" WASHED GRAVEL OR STRUCTURAL SOIL COMPACT SUBGRADE 6" MIN. 3 4" WASHED GRAVEL OR STRUCTURAL SOIL COMPACT SUBGRADE CONSTRUCTION NOTES: 1. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF SECTION 501 NYSDOT STANDARD SPECIFICATIONS CODE FOR TRANSPORTING, AND PLACING OF PORTLAND CEMENT CONCRETE. 2. CONCRETE TO BE PLACED IN ONE COURSE TO THE FULL DEPTH. 3. PROVIDE CONCRETE CLASS "A" AS PER NYSDOT SECTION 501-2. 4. CURING OF CONCRETE SHALL CONFORM SECTION 502 NYS CODE. 5. SIDEWALK TO BE PLACED ON 6" THICK BASE OF COMPACTED 3 4"GRAVEL OR STRUCTURAL SOIL (AS SPECIFIED. 6. SIDEWALK SLAB SHALL HAVE A MINIMUM THICKNESS OF 5". AND 7" MIN. AT DRIVEWAY SECTIONS. 7. WIRE FABRIC TO BE W2.9 OR W3 WIRE AT 6" CENTERS TRANSVERSELYAND LONGITUDINALLY, AND SHALL BE EMBEDDED TO MID-DEPTH IN THE SLAB. 8. LONGITUDINAL JOINTS TO BE PLACED TO FULL DEPTH OF SLAB BETWEEN SIDEWALK AND CURB. 9. TRANSVERSE EXPANSION JOINTS SHALL BE PLACED TO THE FULL DEPTH OF SLAB AND BE SPACED 20 FEET APART. THE EDGES OF TRANSVERSE JOINTS TO BE FINISHED WITH AN EDGING TOOL HAVING A 1/4 INCH RADIUS. 10. ALL JOINTS SHALL BE PREMOLDED BITUMINOUS TYPE, 3 8" OR 12". 11. CONCRETE SURFACE TO BE SCORED AND TOOLED AT INTERVALSOF 5 FEET. 12. THE CONCRETE SHALL BE FINISHED TO PRODUCE A SMOOTHSURFACE, THEN LIGHTLY BROOMED TO A UNIFORM TEXTURE, AND SHOULD BE SLIP RESISTANT. 13. CONTRACTOR TO PREVENT AGAINST ANY LOW SPOTS WHERE WATER CAN COLLECT AND ANY POSSIBLE REDIRECTION OF STORMWATER 14. CONTRACTOR TO USE RESILIENT JOINT FILLER ACCORDING TO SECTION 705-07 NYS CODE AND INSTALL AT ALL JOINTS BETWEEN SIDEWALK, RAMPS, AND CURBS. 15. CONCRETE SIDEWALK TO RECEIVE (2) TWO COATS OF ANTI-SPALLING COMPOUND. REVISED EASEMENTS 1/27/23 TREES AND LANDSCAPING 10/27/23