Loading...
HomeMy WebLinkAbout04 - Feb 24 2025 - PUBLIC_RedactedRichard Fon John A. Tegeder, R.A. Chairman Director of Planning TOWN OF YORKTOWN PLANNING BOARD Albert. A. Capellini Community and Cultural Center, 1974 Commerce Street, Yorktown Heights, New York 10598, Phone: (914) 962-6565, Fax: (914) 962-3986 PUBLIC MEETING AGENDA YORKTOWN TOWN HALL BOARD ROOM 363 Underhill Avenue, Yorktown Heights, NY 10598 v Crompond / Croton Heights / Huntersville / Jefferson Valley / Kitchawan / Mohegan Lake / Shrub Oak / Sparkle Lake / Teatown / Yorktown / Yorktown Heights February 24, 2025 7:00 PM 1. Correspondence 2. Meeting Minutes – February 10, 2025 REGULAR SESSION 3. IBM Helipad Special Use Permit Location: 69.16-1-1; 1101 Kitchawan Road Contact: Nicole Visalli Description: Request for renewal of a Special Use Permit for a Helipad at the IBM site on Route 134, approved by Plannng Board Resolution #12-14, dated Septmber 10, 2021. 4. 401 East Main Street Public Hearing Location: 6.17-1-42 & 44; 401 East Main Street Contact: Hildenbrand Engineering, PLLC; Rich McHale Description: Proposed 24’x30’ office building with associated parking, septic, and stormwater system on a 0.38 acre site in the Country Commercial zone. 5. Envirogreen Associates Decision Statement Location: 15.16-1-30 & 31; 1833-1875 East Main Street Contact: Site Design Consultants Description: Proposed amendment to site plan previously approved by Resolution #21-22 dated September 27, 2022. Applicant is proposing two smaller buildings, one being 6,284 sq. ft and the second being 4,100 sq. ft in place of the approved 13,278 sq. ft building. 6. Underhill Farms Adjourned Public Hearing Location: 48.06-1-30; 370 Underhill Avenue Contact: Site Design Consultants Description: Proposed minor subdivision of site plan approved by Resolution #24-13 dated July 15, 2024. WORK SESSION 7. Underhill Farms Discussion Amended Site Plan Location: 48.06-1-30; 370 Underhill Avenue Contact: Site Design Consultants Description: Proposed amendments to previously approved mixed use development by Resolution #23-13 dated July 17, 2023. Planning Board Meeting February 24, 2025 Page 2 of 2 8. Curry Honda Discussion Site Plan Location: 35.08-1-10; 3845 Crompond Road Contact: Architectural Visions, PLLC Description: Renovation of showroom, front façade, and front parking lot including the addition of vehicle display parking spaces and relocation of the pylon sign and flag pole approved by Planning Board Resolution #24-24, dated October 21, 2024. Last revised: February 21, 2025 Correspondence Minutes IBM Helipad 071612 ISSUED FOR BID & CONSTRUCTION G.000 COVER SHEET C.101 CIVIL OVERALL PLAN C.102 CIVIL ENLARGED PLAN C.103 CIVIL PROPOSED GRADING PLAN C.104 CIVIL HELICOPTOR APPROACH PLAN C.250 CIVIL EROSION AND SEDIMENT CONTROL PLAN C.251 CIVIL EROSION AND SEDIMENT CONTROL DETAILS C.601 CIVIL SITE DETAILS S.101 STRUCTURAL STAIRS P.001 PLUMBING GENERAL NOTES AND LEGEND P.101 PLUMBING SITE PLAN P.102 PLUMBING PROPOSED PLAN P.401 PLUMBING STANDARD DETAILS P.501 PLUMBING DIAGRAM E.001 ELECTRICAL GENERAL NOTES AND LEGEND EP.101 ELECTRICAL SITE PLAN EP.102 ELECTRICAL EXISTING AND PROPOSED EP.103 ELECTRICAL AISLE 23 EXISTING AND PROPOSED E4.01 ELECTRICAL STANDARD DETAILS E4.02 ELECTRICAL DETAILS AND SCHEMATICS B U IL D IN G 8 0 1 20' PROPOSED GRASSPAVE2 ACCESS DRIVE PROPOSED GRASSPAVE2 HELIPAD 100' DIAMETER LIMITS OF TLOF 6' WIDE PAVER WALKWAY PROPOSED HELIPAD LIGHTING (TYP) REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS AND EXACT LOCATION PROPOSED WALKWAY LIGHTING (TYP) REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS AND EXACT LOCATION LIMITS OF FATO 120' DIAMETER REVISIONS NOTES: 1. BACKGROUND INFORMATION IS BASED ON A COMBINATION OF SURVEY PROVIDED BY IBM AND SSM GROUP, INC. 2. LOCATION OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DEVELOPED FROM EXISTING UTILITY RECORDS AND/OR ABOVE GROUND EXAMINATION OF THE SITE. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF UNDERGROUND UTILITIES OR STRUCTURES CANNOT BE GUARANTEED. 3. WETLANDS WERE IDENTIFIED AND DELINEATED ON SITE AS INDICATED ON THE DRAWINGS. NO WETLANDS WILL BE IMPACTED BY THE PROPOSED IMPROVEMENTS. 50.00' 20' PROPOSED GRASSPAVE2 ACCESS DRIVE PROPOSED GRASSPAVE2 HELIPAD 100' DIAMETER LIMITS OF TLOF 6' WIDE PAVER WALKWAY 20.00' PROPOSED HELIPAD LIGHTING (TYP) REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS AND EXACT LOCATION PROPOSED WALKWAY LIGHTING (TYP) REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS AND EXACT LOCATION LIMITS OF FATO 120' DIAMETER R=10'R=10' 4" DIAGONAL WHITE LINES 2' ON CENTERERADICATE EXISTING PARKING STALLLINES AND RESTRIPETO 8.5' SPACING (TYP).RELO CATE EXISTING CARSTO PS ACCO RDING LYE R A D I C A T E E X I S T I N G P A R K I N G S T A L L L I N E S A N D R E S T R I P E T O 8 .5 ' S P A C I N G (T Y P ). R E L O C A T E E X I S T I N G C A R S T O P S A C C O R D I N G L Y REVISIONS NOTES: 1. EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED PAVEMENT MARKINGS ON THE PROPOSED SITE PLAN, AND AS DETERMINED BY THE ENGINEER, SHALL BE ERADICATED. ERADICATION SHALL BE PERFORMED BY HYDROBLASTING. THE CONTRACTOR SHALL ENSURE THAT THE LEAST AMOUNT OF DAMAGE POSSIBLE OCCURS TO THE PAVEMENT SURFACE WHEN ACCOMPLISHING ERADICATION. WHEN ERADICATING PAVEMENT MARKINGS, THE CONTRACTOR SHALL ENSURE ALL WORKERS ARE PROTECTED IN CONFORMANCE TO THE REQUIREMENTS OF “OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA)”STANDARDS AS DETAILED IN 29 CFT 1910 OR 1926, WHICHEVER IS THE MOST STRINGENT AT THE TIME. THE CONTRACTOR SHALL COLLECT THE ERADICATION RESIDUE DURING OR IMMEDIATELY AFTER THE ERADICATION OPERATION. ERADICATION RESIDUE FROM THE REMOVAL OF ANY PAVEMENT MARKINGS IS CONSIDERED TO BE A NONHAZARDOUS WASTE MATERIAL AND SHALL BE DISPOSED OF IN A PROPERLY PERMITTED WASTE DISPOSAL FACILITY IN ACCORDANCE WITH STATE AND FEDERAL LAWS AND REGULATIONS. 2. ALL PROPOSED PAVEMENT MARKINGS SHALL BE AS FOLLOWS: WHITE (4” PARKING STALL LINES AND 4" DIAGONAL LINES) SHALL BE SHERWINWILLIAM HOTLINE FAST DRY LATEX TRAFFIC MARKING PAINT TM2152 WHITE. 3. THE EXACT LOCATION OF THE REVISED PARKING LAYOUT SHALL BE COORDINATED WITH IBM DURING CONSTRUCTION PHASE. 20' PROPOSED GRASSPAVE2 ACCESS DRIVE PROPOSED GRASSPAVE2 HELIPAD 100' DIAMETER LIMITS OF TLOF 6' WIDE PAVER WALKWAY PROPOSED HELIPAD LIGHTING (TYP) REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS AND EXACT LOCATION PROPOSED WALKWAY LIGHTING (TYP) REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS AND EXACT LOCATION LIMITS OF FATO 120' DIAMETER 10' WIDE TRANSITION ARC (FATO) ADJUST CATCH BASIN TO FINISHED GRADE, PROVIDE NEW STRUCTURAL STEEL BICYCLE SAFE GRATE (SEE NOTE 7) YARD DRAIN TOP 497.60 INV 495.60 6" PVC 35' @ S=0.0171 INV 495.00 498.40 498.66 498.32 498.72 498.67 499.07 497.87 499.19 499.49 499.49 499.53 497.53 497.13 500.20 500.20 4 9 9498 4 9 8497496495 491 4 9 0 4 8 8 499 4 9 6 4 9 7 4 9 8 4 9 9 3.0:13.0:1 2.0%2.0%2.0%2.0%2.0%4.0%4.0%4.0%ADJUST MANHOLE TOP TO FINISHED GRADE REVISIONS NOTES: ***ALL EARTHWORK SHALL BE PERFORMED IN GENERAL ACCORDANCE WITH NYSDOT STANDARD SPECIFICATIONS, SECTION 200*** 1. TOPSOIL REMOVAL QUANTITIES ARE AS FOLLOWS: CUT 265.59 CU. YD. (ASSUMES 4” OF TOPSOIL REMOVAL) BULK EARTHWORK QUANTITES ARE AS FOLLOWS: CUT 2.00 CU. YD. FILL 2,009.63 CU. YD. NET 2,007.63 CU. YD. (FILL) TOPSOIL REPLACEMENT QUANTITIES ARE AS FOLLOWS: FILL 202.43 CU.YD. 2. EXCAVATION GENERAL NOTES: A. BEFORE STARTING EXCAVATION, REMOVE TOPSOIL TO ITS FULL DEPTH, FROM ALL AREAS THAT ARE TO BE FURTHER EXCAVATED, RELANDSCAPED OR REGRADED. DO NOT EXCAVATE SATURATED TOPSOIL. B. TOPSOIL SHALL BE STOCKPILED AT THE SITE AS DIRECTED FOR USE IN FURTHER FINISH GRADING. ALL STOCKPILES SHALL RECEIVE TEMPORARY SEEDING. C. AFTER REMOVAL OF TOPSOIL, THE EXPOSED SUBGRADE SHALL BE PROOFROLLED WITH APPROVED CONSTRUCTION EQUIPMENT, SUCH AS A LOADED 10TON STATIC CAPACITY ROLLER. THE MINIMUM EXTENT OF PROOFROLLING SHALL CONSIST OF TWO (2) PASSES WITH APPROVED EQUIPMENT OVER THE ENTIRE AREA RECEIVING NEW FILL. D. UNSTABLE AREAS SHALL EITHER BE EXCAVATED, SCARIFIED, AERATED AND RECOMPACTED PRIOR TO FILL PLACEMENT, OR BE REMOVED AND REPLACED WITH CONTROLLED FILL. E. THE EXPOSED SUBGRADE SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER AND TESTED BY PROOFROLLING, AS DESCRIBED ABOVE, PRIOR TO PLACEMENT OF COMPACTED FILL. 3. FILL MATERIALS: A. SATISFACTORY MATERIALS PLACED WITHIN SUBGRADE AREAS SHALL CONSIST OF AASHTO CLASSIFICATION A1A OR A1B SOILS. B. SATISFACTORY MATERIALS SHALL NOT CONTAIN ANY DEBRIS, WASTE, OR FROZEN MATERIALS, AND SHALL CONTAIN LESS THAN TWO (2) PERCENT ORGANIC MATERIALS BY WEIGHT. C. ALL PROPOSED FILL MATERIALS SHOULD BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT AS CONTROLLED FILL. D. REPRESENTATIVE SAMPLES OF PROPOSED FILL MATERIALS SHALL BE SUBMITTED TO THE ENGINEER BY THE CONTRACTOR A MINIMUM TWO (2) WEEKS PRIOR TO PLACEMENT OF THAT MATERIAL FOR COMPLETION OF THE NECESSARY LABORATORY TESTS. 4. FILL PLACEMENT: A. NEW FILL SHALL NOT BE PLACED ON SURFACES THAT ARE MUDDY OR FROZEN, OR HAVE NOT BEEN APPROVED BY TESTING AND/OR PROOFROLLING. B. ALL FILL MATERIAL COMPACTED BY HEAVY CONSTRUCTION EQUIPMENT SHALL BE PLACE IN MAXIMUM 12INCH LOOSE LIFTS. ALL FILL MATERIAL COMPACTED BY HANDOPERATED OR LIGHT CONSTRUCTION EQUIPMENT SHALL BE PLACE IN MAXIMUM 6INCH LOOSE LIFTS. C. ALL FILL AREAS SHALL BE SUFFICIENTLY SLOPED AND PROPERLY SEALED WITH A SMOOTH DRUM ROLLER AT THE END OF EACH WORK DAY. 5. COMPACTION REQUIREMENTS: A. COMPACT SUBGRADE MATERIALS TO THE FOLLWING PERCENTAGES OF MAXIMUM LAB DENSITY AS DETERMINED BY ASTM D698. ·ROADWAYS/DRIVEWAYS/HELIPAD: 95% ·GRASSED AREAS: 85% ·OTHER AREAS: AS INDICATED B. MAINTAIN OPTIMUM MOISTURE CONTECT OF BACKFILL MATERIALS, WITHIN THE RANGE OF TWO PERCENTAGE POINTS, PLUS OR MINUS, TO ATTAIN REQUIRED COMPACTION DENSITY. C. FIELD DENSITY TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ASTM D2922 (NUCLEAR METHOD). A MINIMUM OF THREE (3) TESTS SHALL BE PERFORMED FOR EACH LIFT OF FILL PLACED, OR A MINIMUM OF EVERY 2,500 SQUARE FEE OF FILL PLACED, WHICHEVER IS GREATER. D. IF TESTS INDICATE WORK DOES NOT MEET THE SPECIFIED REQUIREMENTS, IT SHALL BE REMOVED, REPLACED AND RETESTED UNTIL COMPLIANCE IS ACHIEVED AT NO ADDITIONAL COST TO THE OWNER. E. ALL COMPACTED FILL SHALL BE TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 6. TOPSOIL REQUIREMENTS: A. PROVIDE COMPACTED TOPSOIL THICKNESS AS NOTED BELOW IN AREAS TO RECEIVE THE FOLLOWING TREATMENT: ·SEEDED GRASS: 4 INCHES 7. THE EXISTING CATCH BASIN SHALL BE ADJUSTED USING CONCRETE RISER SECTIONS DESIGNED IN ACCORDANCE WITH ASTM C913. INLET GRATE SHALL BE STRUCTURAL STEEL BICYCLE SAFE GRATE 1 1 8 0 ' 1 7 7 0'HELICOPTOR APPROACHH E LIC O P TO R A P P R O A C H 1440' REVISIONS CONSTRUCTION FENCE (TYP) 4 9 9498 4 9 8497496495 491 4 9 0 4 8 8 499 4 9 6 4 9 7 4 9 8 4 9 9 3.0:13.0:1 2.0%2.0%2.0%2.0%2.0%4.0%4.0%4.0%REVISIONS 1. THE GENERAL CONTRACTOR SHOULD TAKE INTO ACCOUNT THE LOCAL WEATHER FORECAST PRIOR TO BEGINNING ANY EXCAVATION ACTIVITIES. 2. SOIL MAY NEED TO BE STOCKPILED WHILE CONSTITUENT TESTING TAKES PLACE. 3. THE OPERATOR SHOULD REMOVE FROM THE CONSTRUCTION AREA AND RECYCLE OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES AS APPROVED BY IBM ENVIRONMENTAL AND IN ACCORDANCE WITH THE STATE'S SOLID AND HAZARDOUS WASTE MANAGEMENT REGULATIONS. 4. BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE, THE OPERATOR SHOULD ASSURE THAT EACH SPOIL OR BORROW AREA IS APPROVED BY BOTH IBM ENVIRONMENTAL AND THE APPROPRIATE STATE AGENCY. 5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENTATION CONTROLS PROPOSED FOR THIS PROJECT. EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE WITHIN THE TRIBUTARY AREAS OF THOSE CONTROLS. 6. AT THE END OF EACH WORKING DAY, ANY AND ALL SEDIMENT TRACKED ONTO OR CONVEYED ONTO ANY ADJACENT ROADS OR PARKING AREAS MUST BE REMOVED AND RETURNED TO THE CONSTRUCTION AREA. REMOVAL CAN BE COMPLETED THROUGH USE OF MECHANICAL OR HAND TOOLS, BUT SHOULD NEVER BE WASHED OFF THE ROAD SURFACE WITH WATER. 7. ALL VEHICLES THAT HAVE ACCESSED THE SITE MUST CLEAN OFF TIRES, VIA THE ROCK CONSTRUCTION ENTRANCE, IN THE AREA DESIGNATED ON THE PLAN PRIOR TO LEAVING THE SITE. 8. CONSTRUCTION MUST REMAIN WITHIN THE LIMITS OF DISTURBANCE UNTIL THE WORK IS STABILIZED. 9. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENTATION CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST BE STABILIZED IMMEDIATELY. 10. ALL GRADING AND EXCAVATION SHOULD BE DONE IN SUCH A WAY AS TO MINIMIZE EROSION. DISTURBED AREAS SHOULD BE KEPT TO A PRACTICAL MINIMUM AND STABILIZED AS QUICKLY AS PRACTICAL. 11. INSTALL EROSION CONTROL BLANKET (NAG SC250 OR EQUAL) ON ALL SLOPES GREATER THAN 3:1. 12. STABILIZE ALL DISTURBED AREAS WITH TEMPORARY SEEDING AND MULCHING IF FOR ANY REASON CONSTRUCTION MUST CEASE. 13. ALL PUMPING OF SEDIMENTLADEN WATER SHOULD BE THROUGH A PUMPED WATER FILTER BAG DEVICE, OVER STABLIZED AREAS. 14. SHOULD UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION, THE CONTRACTOR MUST TAKE IMMEDIATE ACTION TO REMEDY SUCH CONDITIONS AND TO PREVENT DAMAGE TO ADJACENT PROPERTIES AS A RESULT OF INCREASED RUNOFF AND/OR SEDIMENT DISPLACEMENT. STOCKPILES OF WOOD CHIPS, CRUSHED STONE AND OTHER MULCHES SHOULD BE HELD ON SITE TO DEAL IMMEDIATELY WITH EMERGENCY PROBLEMS OF EROSION. 15. SEDIMENT REMOVED FROM CONTROL FACILITIES MAY BE USED AS TOPSOIL, IF SUITABLE, OR SHOULD BE PROPERLY DISPOSED PER IBM STANDARDS. 16. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT CONTROLS MUST BE PROPERLY MAINTAINED. MAINTENANCE SHOULD INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROLS AFTER EACH STORM EVENT, AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, ETC. MUST BE PERFORMED IMMEDIATELY. 17. TOTAL DISTURBED AREA IS 0.92 ACRES. EROSION AND SEDIMENT CONTROLS MUST BE CONSTRUCTED AND STABILIZED AND FUNCTIONAL PRIOR TO GENERAL SITE DISTURBANCE. THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, WHICH WILL BE USED DURING CONSTRUCTION, INCLUDE: 1 ROCK CONSTRUCTION ENTRANCE 2 PUMPED WATER FILTER BAGS. 3 EROSION CONTROL BLANKET 4 FILTER FABRIC FENCE REINFORCED BY STAKED STRAW BALES 5 FILTER BAG INLET PROTECTION 1. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COMPLETE CONSTRUCTION, STABILIZATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL FACILITIES AS PER PERMIT REQUIREMENTS OR AUTHORITIES HAVING JURISDICTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED AT LEAST ONCE A WEEK AND AFTER ALL SIGNIFICANT RAINFALLS FOR CONDITION AND INTEGRITY. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEANOUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND RENETTING MUST BE PERFORMED IMMEDIATELY. EROSION AND SEDIMENT CONTROLS MUST BE MAINTAINED IN THE FOLLOWING MANNER: ROCK CONSTRUCTION ENTRANCE: A. AASHTO #1 STONE SHOULD BE STOCKPILED AT THE SITE. B. IF THE ROCK CONSTRUCTION ENTRANCE DEGRADES (SINKSIN), ADDITIONAL STONE MUST BE PLACED ON THE ROCK CONSTRUCTION ENTRANCE TO MAINTAIN THE ORIGINAL ROCK CONSTRUCTION ENTRANCE ELEVATION. C. ALL STONE BROUGHT ON SITE MUST ORIGINATE FROM AN APPROVED SOUCE. PUMPED WATER FILTER BAGS: A. FILTER BAGS SHALL BE MADE FROM NONWOVEN GEOTEXTILE MATERIAL WITH HIGH STRENGTH, DOUBLE STITCHED “J” TYPE SEAMS. B. GEOTEXTILE MATERIAL SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. C. REPLACE FILTER BAGS WHEN THEY BECOME ONEHALF FULL. D. PLACE BAGS ON 6” AASHTO #57 STONE IN A WELLVEGETATED AREA. E. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. EROSION CONTROL BLANKET A. PREPARE (FERTILIZE, SEED, ETC.) SOIL PRIOR TO INSTALLING BLANKET. B. BEGIN INSTALLATIONS AT THE TOP OF THE SLOPE TO BE STABILIZED. ANCHOR THE BLANKET IN A 6" DEEP BY 6" WIDE TRENCH. BACKFILL AND COMPACT AFTER STAPLING BLANKET INTO THE TRENCH. C. ROLL THE BLANKETS DOWN OR HORIZONTALLY ACCROSS SLOPE. D. STAPLE THE EDGES OF PARALLEL BLANKETS TO PROVIDE APPROXIMATELY 2" OF OVERLAP. FILTER FABRIC FENCE REINFORCED BY STAKED STRAW BALES: A. EVERY RUNOFF EVENT. ANY NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY. FILTER BAG INLET PROTECTION: A. FILTER BAGS SHALL TRAP ALL PARTICLES LARGER THAN 150 MICRONS. B. INSTALL FILTER BAGS ACCORDING TO MANUFACTURER'S SPECIFICATIONS. C. INSPECT INLET FILTER BAGS ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. D. REMOVE SEDIMENT FROM INLET FILTER BAGS AFTER EACH STORM EVENT, OR WHEN THE DISTANCE BETWEEN THE GRATE AND THE SEDIMENT LEVEL IS REDUCED TO 18”. E. CLEAN AND/OR REPLACE FILTER BAGS WHEN THE BAG IS ONEHALF FULL. F. REPLACE DAMAGED FILTER BAGS. G. COMPLETE NEEDED REPAIRS IMMEDIATELY AFTER THE INSPECTION. RESTORATION TOP BASIC STARTER TEMPORARY N/A 100#/1,000 N/A 1064@ 100% ANNUAL RYEGRASS COVER SQ. FT. 40# PER SOW1# PER 1,000 SQ. FT. 1,000 SQ. FT. MARCH THRU MAY/AUGUST THRU SEPTEMBER LAWNS YES 4 TONS/ACRE 102020 1064@ 20% KENTUCKY BLUE GRASS (POA PRATENSIS) 1,000# 40# 60% TALL FESCUE (FESTUCA ARUNDINACEA) PER/ACRE 1,000 SQ. FT. 20% PERENNIAL RYEGRASS (LOLIUM PERENNE) SOW 6# PER 1,000 SQ. YDS. MARCH THRU MAY/AUGUST THRU SEPTEMBER BANKS YES 4 TONS/ACRE NO 121810@ 60% PENNLAWN RED FESCUE STEEPER THAN 18# PER 40% PERENNIAL RYEGRASS OR EQUAL TO 3 to 1 1,000 SQ. FT. SOW 9# PER 1,000 SQ. YDS OR 182410 MARCH THRU MAY/AUGUST @20# PER THRU SEPTEMBER 5,000 SQ. FT. REVISIONS PAVER WALKWAY EXISTING RETAINING WALL UH60L BLACKHAWK HELPICOPTER OVERALL LENGTH 64 FEET 10 INCHES 100' DIAMETER GRASSPAVE2 HELIPAD (TLOF) 1 3 (MAX) 38' (+/) 10' WIDE TRANSITION AREA (FATO)50' 10' WIDE TRANSITION AREA (FATO) EXISTING GRADE PROPOSED STEPS REVISIONS ALUMINUM CONCRETE PAVER 2 3/8" (60 MM) MIN THICKNESS 1" (25 MM) STONE DUST COMPACTED NYSDOT TYPE 2 SUBBASE GEOTEXTILE AS REQUIRED COMPACTED SOIL SUBGRADE TURN UP AT SIDES OF BASE 6"EDGE RESTRAINT STAKE MIN. LENGTH EQUAL TO BASE THICKNESS GRASSPAVE2 SQUARES RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) SECTION PLAN ADJACENT GRASSPAVE2 SQUARES HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER 50 CM (19.7") 6 CM (2.4") 2.3 CM (0.9") 8.3 CM (3.3") 16.7 CM (6.6") 25 CM (9.8") SEE ENLARGEMENT BELOW ENLARGEMENT COMPACTED SUBGRADE, 95% MODIFIED PROCTOR DENSITY TOP OF GRASS ROOT MASS 6 MM (1/4") ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH SNAPFIT FASTENERS ROOT MASS TO FILL GRASSPAVE2 COMPACTED SANDY GRAVEL BASE COURSE SPECIFICATIONS UNIT SIZE 50 CM X 50 CM X 2.5 CM (20" X 20" X 1") UNIT WEIGHT 510 GRAMS (18 OZ.) STRENGTH 402 KG /CM (5720 PSI) COLOR BLACK (STANDARD) RESIN HDPE (WITH SOME POSTCONSUMER 2 6"OR 2.0 KG (4.5 POUNDS) RECYCLED CONTENT) NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER. AVAILABLE IN 9 STANDARD ROLL SIZES 1 GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 705005 WITH THE EXCEPTION OF THE BRONZE GRATE. 2 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC5.25"6" ADAPTER 2 VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: CORRUGATED HDPE (ADS N12, ADS SINGLE WALL, HANCOR DUAL WALL), SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC 2 WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 DUCTILE IRON GRATE D T U C T I L E I R O NSALPOLYN Ø 8.06 8" STANDARD GRATE ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE GRATE HAS A LIGHT DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 705005 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001110038 SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE, 28 CFR PART 36. NONDISCRIMINATION ON THE BASIS OF DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL FACILITIES, FINAL BY RULE. 8" INLINE DRAIN.5018" FOOTING CONCRETE 42"POST GRADE FINISHED COMPACTED SUBGRADE REFER TO MOUNTING DETAILS 1. SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION. NOTES: 2. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS. 3. CONCRETE FOOTING SHALL BE 3,000 PSI, 3" SLUMP (MAX), 2%4% ENTRAINED AIR. NOTE : ALL PAVERS SHALL BE HANOVER ARCHITECTURAL PRODUCTS, PREST ARCHITECTURAL PAVERS WITH TUDOR FINISH. CONTRACTOR TO SUBMIT SAMPLE PAVER FOR APPROVAL. COMPACTED NYSDOT TYPE 2 SUBBASE, 95% MODIFIED PROCTOR DENSITY PIPE SIZE MIN. W 15" 18" 24" 30" 36" 42" 45" 54" 60" 66" CMP 12" MIN. 12" 6" MIN. MIN. W TOPSOIL SUBGRADE ELEVATION SUITABLE MATERIAL UNCOMPACTED MIN. 95% COMPACTION SPD MIN. 90% COMPACTION SPD NOTES: 1. SPD IS STANDARD PROTECTOR DENSITY. DUMPED ASHTO #57 STONE ASHTO #57 STONE PLANNING BOARD TOWN OF YORKTOWN RESOLUTION APPROVING RENEWAL OF THE SPECIAL USE PERMIT FOR A HELISTOP RESOLUTION NUMBER: #00-00 DATE: ______ On motion of _____, seconded by _____, and unanimously voted in favor by _____, the following resolution was adopted: WHEREAS by Resolution #12-14 dated September 10, 2012, the Planning Board approved a Special Use Permit for the operation of a private helistop, pursuant to Town of Yorktown Town Code Section 300-81.1, at the IBM T.J. Watson Research Center, located at 1101 Kitchawan Road, also known as Section 69.16 Block 1 Lot 1, for a period of 2 years, expiring September 10, 2014; and WHEREAS said Special Use Permit was renewed by Planning Board Resolution #15-04, dated February 23, 2015, expiring on September 10, 2019; and WHEREAS said Special Use Permit was renewed by Planning Board Resolution #20-01, dated January 27, 2020, expiring January 27, 2025; and WHEREAS Nicolette Visalli on behalf of IBM T.J. Watson Research Center (the “Applicant”) submitted the application and fee of $312.00 for renewal of the Special Use Permit; and WHEREAS pursuant to the Town of Yorktown Town Code Section 300-81.1 Helistops are permitted in OB districts as an accessory use with a special permit issued by the Planning Board provided they meet the following standards: (1) Helistop shall be set back at least 250 feet from any property line or occupied building; and (2) Takeoffs and landings shall be limited to the hours of 6:00 a.m. and 9:00 p.m.; and (3) The use of a helistop shall be limited to persons occupying or employed on the premises and their visitors and guests; and (4) The helipad (landing surface) shall be maintained so as to be free from dust, dirt and other loose material which could be blown onto adjoining properties by the air wash; and (5) All federal and/or state licenses or approvals which are necessary for the operation of such a facility shall be obtained by the applicant and shall be maintained throughout the duration of the use, and all applicable federal and/or state rules and regulations shall be strictly complied with; and (6) In connection with its action on a special permit application, the Planning Board may require IBM Helistop Resolution #00-00 Renewal Special Use Permit Page 2 of 3 submission of any additional studies and/or other information which it determines appropriate and may impose any additional standards and requirements as it deems necessary to promote the health, safety and general welfare of the community, including but not limited to limitation on the number and/or frequency of flights and the location of ingress and egress routes. WHEREAS this Board found that the Applicant met the requirements for the Special Use Permit as enumerated in the Town of Yorktown Town Code Section 300-81.1 as follows: (1) Applicant meets 250 feet setback requirement; and (2) Applicant has agreed to conduct any flights between the hours of 6:00 a.m. to 9:00 p.m.; and (4) Applicant has agreed that the helistop should be limited to persons occupying or employed on the premises and their visitors and guests; and (5) Applicant has agreed to maintain the helipad in conformance with the Code; and (6) Applicant has represented that it will obtain and/or comply with all necessary federal and state licensing requirements or approvals; and (6) Applicant has agreed to provide any and all pertinent information to the satisfaction of the Planning Board, pursuant to this subsection.; and BE IT THEREFORE NOW RESOLVED that the application of Nicolette Visalli on behalf of IBM T.J. Watson Research Center for the renewal of a Special Use Permit for a Helistop be approved for a period of five (5) years subject to the conditions listed below, and that the Chairman of this Board be and hereby is authorized to endorse this Board's approval of said plan upon compliance by the applicant with the conditions noted below; and RESOLVED to the greatest extent practicable, all takeoffs and landings shall be executed to the north and west of the site as indicated in between the arrows on the approved site plan Sheet C.1-04, titled “Building 801 Helistop Civil Helicopter Approach Plan,” prepared by Hill & Bell Associates Engineers, LLC and SSM Engineers & Consultants and last revised July 16, 2012; and RESOLVED to the greatest extent practicable, all takeoffs shall ascend to at least 1,500 feet above sea level before turning the helicopter in the direction of the intended flight and all landings shall approach the site from at least 1,500 feet above sea level before beginning descent to the helistop; and RESOLVED IBM helicopter pilots shall strive to fly in a quiet and respectful way by being members of and subscribing to the principles of the Flying Neighborly Program, as implemented by the Helicopter Association International, of which their pilots are members and as referenced in #10 above in the, “Fly Neighborly Program brochure.”; and RESOLVED this special use permit shall limit use of the helistop to no more than eighteen (24) flights per year, with no more than six (6) flights per month, except that use by emergency services shall not IBM Helistop Resolution #20-01 Renewal Special Use Permit Page 3 of 3 be included in this total; and RESOLVED the heliport shall be maintain compliance with the standards pursuant to Section 249 of the New York State General Business Law; and BE IT FURTHER RESOLVED IBM shall submit a yearly report of flight activity each February for the length of the permit; and BE IT FURTHER RESOLVED that this special use permit is contingent on strict compliance with the provisions of this resolution and all applicable Town Ordinances. This Board reserves the right to revoke this permit for reasons of non-compliance and as otherwise provided for under the approvals governing this site; in addition failure to comply with any of the aforementioned will result in a letter providing the applicant with notice to appear before the Planning Board which notice will be sent ten (10) days prior to such meeting/hearing and which notice will advise the applicant that the Planning Board will consider at that meeting a resolution rescinding and/or amending that special permit. F:\OFFICE\WORDPERFECT\CURRENT_PROJECTS\IBM\IBM - HELIPAD\RESOLUTIONS\DRAFT RESOLUTIONS\DRAFT RESOLUTION - RENEWAL SPECIAL USE PERMIT - HELIPAD.DOCX 401 East Main Street February 4, 2025 Brian Hildenbrand, P.E. Hildenbrand Engineering, PLLC 208 Creamery Road Hopewell Junction, NY 12533 Subject: 401 East Main Street 401 East Main Street 6.14-1-42 & 44 Dear Mr. Hildenbrand, A meeting was held with Planning Board staff, Mr. McHale, and the Town Engineer on February 3, 2025. Please revise the site plan to include the following items as discussed: 1. Specify the landscaping in front of the proposed building and provide a planting schedule. 2. Identify which trees are to be removed on the landscaping plan. 3. Indicate areas that will be lawn. 4. Provide a lighting photometric plan including footcandle readings every 10 feet as required by Yorktown Town Code Sec. 200-7. 5. Include cut sheets for proposed lighting. 6. Show the proposed drop curb for the garage entrance. 7. Show the rear fence to be replaced. Please do not hesitate to contact this office should you have any questions. Sincerely, Ian Richey Assistant Planner Hildenbrand Engineering, PLLC 208 Creamery Road Hopewell Junction, NY 12533 (845) 206-6994 February 11, 2025 Yorktown Planning Board c/o Richard Fon, Chairman 1974 Commerce Street Yorktown Heights, NY 10598 RE: 401 E Main Street Site Plan Application Dear Chairman Fon, Please find enclosed the following items, 2 full-size copies and 4 reduced size:  Site Plan Package by Hildenbrand Engineering, 4-sheets, revised February 10, 2025  Lighting Study  Light Fixture Specifications Based on the February 4, 2025 review memo, we offer the following: 1. The planting schedule has been provided that includes the rain garden planting palette. 2. A tree removal list has been added to the plans. Trees to be removed have been marked on the plans. 3. The lawn areas have been indicated. 4. The photometric study is enclosed in this submission. 5. The cut sheets for the light fixtures have been provided. 6. The sidewalk and curb have been modified to provide access to the garage bay. 7. The new fence has been shown and detailed on the plans We look forward to discussing this project at the next Planning Board meeting. Very truly yours, Brian Hildenbrand P.E Cc: (via email) Rich McHale, Owner REMOVAL OF EXISTING DRAINPIPES TO BE COORDINATEDWITH THE TOWNTRENCH BACKFILLED WITHRUN OF BANK MATERIALEXISTING ASPHALT TO BEREMOVED (5,581 SF ±)UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 (ENGINEERING),SECTION 7209 (2), IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESSACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT© HILDENBRAND ENGINEERING, PLLCTITLE:NO.REVISIONDATEScale:Sheet No.:Date:Drawn By:Checked By:Project No.:SealDwg. No.:Site Data SITE ADDRESS: 401 E MAIN STREETYORKTOWN, NY 10535LOT SIZE: 0.38 ACTAX MAP: 6.14-1-44 & 42ZONING DISTRICT:CC DISTRICT Owner 401 EAST MAIN STREET, LLC5 MADONNA DRIVELAGRANGEVILLE, NY 12540401 E MAIN STREETTOWN OF YORKTOWNWESTCHESTER COUNTY, NEW YORKHILDENBRAND ENGINEERING, PLLC208 CREAMERY ROADHOPEWELL JUNCTION, NY845.206.6994Brian@HildenEng.com1" = 10'06-27-20241REVISED PER PB SITE WALK9/27/242REVISED PER TOWN COMMENTS 10/31/243REVISED PER TOWN COMMENTS 1/24/254REVISED PER TOWN COMMENTS 2/10/251 of 4EXISTING CONDITIONS &REMOVALS PLAN1" = 10'SP-1MAP NOTES:1. THIS IS NOT A PROPERTY SURVEY.2. SURVEY INFORMATION SHOWN HEREON IS BASED FROM SURVEYPERFORMED BY RONALD PERSAUD, L.S. DATED NOVEMBER 30,2021DEMOLITION NOTES:1. The contractor shall notify the Town Building Department’s office a minimum of 48 hours before commencing site demolition and/orconstruction activities.2. It is the contractor’s responsibility to call in a "Code 53" at least 2 days but no more than 10 days prior to demolition/construction forunderground utility locations.3. Prior to demolition of any structure, the owner shall provide documentation from the respective utility owners verifying the dates of disconnectfor the gas, electric, water and sewer services as applicable to each structure.4. Prior to demolition of any structure, the owner shall provide an asbestos removal certification demonstrating compliance with New York StateIndustrial Code Rule 56 - Asbestos, as applicable to each structure, as performed by a NYS licensed asbestos inspector.5. Any asbestos containing materials shall be removed and managed by a qualified asbestos abatement contractor in accordance withregulations specified in 12 NYCRR Part 56 and USEPA Region 2 Guidance, latest edition.6. The contractor is responsible for maintaining a clean and safe work area in accordance with all applicable local, state and federal regulations.7. The contractor is responsible for cleaning all tracked soil and debris from within the right-of-way on a daily basis at a minimum or as directedby the engineer or town officials.8. Any service to be disconnected shall be cut and capped at the main in accordance with the standards and specifications of the respectiveutility company.9. Building demolition shall include, but not be limited to, all structural components, roofing, siding, concrete and/or block walls, windows anddoors, interior partitions, floor slabs and foundations, pavements, interior and exterior lighting, all associated underground and overheadutilities, and all existing features identified on the plan.10. The contractor is responsible for proper off-site disposal of all demolition debris.11. The contractor shall provide all necessary shoring and temporary supports as may be required to protect existing underground utilities andadjacent structures.GENERAL NOTES:1. The contractor shall be responsible for the restoration of the existing features disturbedby the construction of this contract to existing condition or better, as determined by theengineer.2. The engineer whose seal appears hereon is not responsible for construction means andmethods and, therefore, assumes no responsibility for construction practices, procedures,and results therefrom.3. The engineer shall not be held responsible or held accountable for the integrity of anystructures constructed or under construction prior to the approval of the plans.4. The Town Engineer’s office is to be notified 48 hours before commencing siteconstruction.5. All work is to be completed in accordance with the Town’s code of practice andspecifications.6. All conditions, locations, and dimensions shall be field verified and the engineer shall beimmediately notified of any discrepancies.7. All changes made to the plans shall be approved by the engineer and any such changesshall be filed as amendments to the original building permit.8. See plans prepared by the Architect for all building and structural drawings, details andnotes.9. The contractor shall work this plan in coordination with those plans prepared by others forimprovements related to architecture, structural, MEP, etc. Any discrepancies shall bebrought to the attention of the engineer.10. All written dimensions on the drawings shall take precedence over any scaleddimensions.11. It is the contractor’s responsibility to call in a "Code 53" at least 2 days but no more than10 days prior to construction for underground utility locations.12. Substructures and their encroachments below grade, if any, are not shown.13. Contractor to verify all substructures encountered during construction.14. Any proposed electric and/or telephone service lines are to be placed underground.15. The contractor shall supervise and direct the work using his best skill and attention. Heshall be solely responsible for all construction means, methods, techniques, sequences,and procedures and for coordinating all portions of the work under the contract.16. The contractor shall be responsible to the owner for the acts and omissions of hisemployees, subcontractors, and their agents and employees, and any other personsperforming any of the work under a contract with the contractor.17. The design engineer disclaims any liability for damage or loss incurred during or afterconstruction.feet4020010LOCATION MAPSCALE: N.T.S.SITEFEMA FLOODPLAIN PROPOSEDOFFICE BUILDING24' x 30'(2-story)FFE 432.0PROPOSED SEPTIC LOCATION9'x18.5' PARKING SPACE (TYP.)SHED ROOF OVER ENTRANCEPROPOSED SIDEWALK(TYP.)4 TREES TO BE REMOVEDPROPOSED ASPHALTPARKING LOTLANDSCAPED RAIN GARDEN, SEEPLANTING SCHEDULE. FINAL PLANTLOCATIONS WILL BE DETERMINED INTHE FIELD(5) ARBOVITAESTHUJA OCCIDENTALSCULTIVAR (GOLD)(6) ARBOVITAESTHUJA OCCIDENTALSCULTIVAR (GREEN)(3) WHITE PINESPINUS STROBUSSTORAGE UNIT DISPLAY AREA,GRAVEL PADWALL MOUNTED LIGHTFIXTURE(TYP.)CLEAR ANY DEBRISFROM STREAMCHANNELNEW FENCE ALONG THE REARPROPERTY LINE+ 430.5+ 430.5430.5 ++ 430.578.00'27.50'12' DROP CURBSECTIONCURB RAMPLAWNLAWNUNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 (ENGINEERING),SECTION 7209 (2), IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESSACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT© HILDENBRAND ENGINEERING, PLLCTITLE:NO.REVISIONDATEScale:Sheet No.:Date:Drawn By:Checked By:Project No.:SealDwg. No.:Site Data SITE ADDRESS: 401 E MAIN STREETYORKTOWN, NY 10535LOT SIZE: 0.38 ACTAX MAP: 6.14-1-44 & 42ZONING DISTRICT:CC DISTRICT Owner 401 EAST MAIN STREET, LLC5 MADONNA DRIVELAGRANGEVILLE, NY 12540401 E MAIN STREETTOWN OF YORKTOWNWESTCHESTER COUNTY, NEW YORKHILDENBRAND ENGINEERING, PLLC208 CREAMERY ROADHOPEWELL JUNCTION, NY845.206.6994Brian@HildenEng.com1" = 10'06-27-20241REVISED PER PB SITE WALK9/27/242REVISED PER TOWN COMMENTS 10/31/243REVISED PER TOWN COMMENTS 1/24/254REVISED PER TOWN COMMENTS 2/10/25feet40200102 of 4PROPOSED 2' CONTOURLEGEND:SITE PLAN1" = 10'SP-2TOWN OF YORKTOWN ZONING REQUIREMENTS (COUNTRY COMMERCIAL DISTRICT)EXISTINGREQUIREDCCPROPOSEDFEMA FLOODPLAIN PROPOSEDOFFICE BUILDING24' x 30'(2-story)FFE 432.0DT 1PT-1DT 2PT-2DT 4DT 3PT-3WSWSWSWSEEEEESEPTIC COMPRISED OF H-20RATED CHAMBERSPROPOSED LIMIT OFDISTURBANCE15,700 SFPROPOSED 12"Ø HDPE TOREROUTE EXISTINGPROPOSED DRAIN INLETRIM: 429.8INV: 426.8PROPOSED WATER,ELECTRIC AND GAS SERVICECONNECTIONSSF SF SF SF SFSFSFSFSFSFSFSFSFSFSILT FENCE DOWNGRADE OFALL DISTURBANCESTABILIZED CONSTRUCTIONENTRANCEPROPOSED DRAIN INLETRIM: 429.5INV: 426.7PROPOSED CULTECINFILTRATION SYSTEM9 CULTEC 330 CHAMBERSBOTTOM: 425.5POP-UP OVERFLOW: 430.0PROPOSED ROOF DRAINDISCHARGE TO STONEOUTLET IN RAIN GARDENPROPOSED DRAINAGEMANHOLE, SOLID COVER(TYP.)PROPOSED MANHOLE TOCONNECT TO EXISTINGDRAINAGE PIPES, MATCHINVERTPROPOSED RAIN GARDENWITH 4" UNDERDRAIN,CONNECT OVERFLOW TOCATCH BASINCONCRETE WASHOUTLOCATION IF NEEDEDSOIL STOCKPILE (TYP.)+ 430.5+ 430.5430.5 ++ 430.578.00'27.50'FEMA 100-YR FLOODPLAINZONE X166 SF RAIN GARDENOUTLET GRATE EL: 431.5EXISTING HDPE PIPE THATDISCHARGES TO EXISTINGOFF-SITE DITCHEXISTINGOFF-SITE DITCHfeet4020010UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 (ENGINEERING),SECTION 7209 (2), IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESSACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT© HILDENBRAND ENGINEERING, PLLCTITLE:NO.REVISIONDATEScale:Sheet No.:Date:Drawn By:Checked By:Project No.:SealDwg. No.:Site Data SITE ADDRESS: 401 E MAIN STREETYORKTOWN, NY 10535LOT SIZE: 0.38 ACTAX MAP: 6.14-1-44 & 42ZONING DISTRICT:CC DISTRICT Owner 401 EAST MAIN STREET, LLC5 MADONNA DRIVELAGRANGEVILLE, NY 12540401 E MAIN STREETTOWN OF YORKTOWNWESTCHESTER COUNTY, NEW YORKHILDENBRAND ENGINEERING, PLLC208 CREAMERY ROADHOPEWELL JUNCTION, NY845.206.6994Brian@HildenEng.com1" = 10'06-27-20241REVISED PER PB SITE WALK9/27/242REVISED PER TOWN COMMENTS 10/31/243REVISED PER TOWN COMMENTS 1/24/254REVISED PER TOWN COMMENTS 2/10/253 of 4PROPOSED 2' CONTOURLEGEND:GRADING, UTILITY & EROSIONCONTROL PLAN1" = 10'SP-3LIMIT OF DISTURBANCESILT FENCESFGENERAL UTILITY NOTES:1. Electric, gas, telephone/data services shown on this plan are schematic for coordination purposes only. The contractor isrequired to coordinate installation and specifications with design drawings and details by others and the respective utility owner.2. It is the contractor’s responsibility to call in a "Code 53" a minimum of 2 days but not more than 10 days prior to any excavationor construction of underground utilities.3. All utilities, including electric lines, telephone, cable, water, sanitary sewer lines, and storm sewer lines shall be locatedunderground and shall be installed in accordance with the requirements of the town and the utility companies having jurisdiction.4. Any proposed electric and/or telephone service lines are to be placed underground and shall be encased in rigid casing for aminimum of 6 feet (2-4-2) across all water mains.5. Roof leaders shall empty into storm drainage systems. The elevation of footings shall be adjusted accordingly to permit properdrainage. Under no circumstances shall the discharge or ground water or storm water, either by gravity or by pumping, bedischarged to any sanitary sewer system.6. Storm drain piping to be high density polyethylene as shown on the construction drawings. Minimum cover to be 2 feet unlessotherwise noted.7. Prior to final approval and operation of the drainage system, the contractor shall clear all accumulated sediment and/or debrisfrom drainage structures, manholes, culverts, outlets and drain inlets. The engineer shall be notified for final inspection.8. It is the contractor’s responsibility to properly shore existing utilities and existing improvements as required by construction.FEMA FLOODPLAINO.W.T.S. FIELD TESTING INFORMATIONDEEP TEST HOLE DESCRIPTIONPERCOLATIONRATE (MIN/IN)DT 3PT-3DEEP AND PERCOLATION TESTS UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 (ENGINEERING),SECTION 7209 (2), IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESSACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT© HILDENBRAND ENGINEERING, PLLCTITLE:NO.REVISIONDATEScale:Sheet No.:Date:Drawn By:Checked By:Project No.:SealDwg. No.:Site Data SITE ADDRESS: 401 E MAIN STREETYORKTOWN, NY 10535LOT SIZE: 0.38 ACTAX MAP: 6.14-1-44 & 42ZONING DISTRICT:CC DISTRICT Owner 401 EAST MAIN STREET, LLC5 MADONNA DRIVELAGRANGEVILLE, NY 12540401 E MAIN STREETTOWN OF YORKTOWNWESTCHESTER COUNTY, NEW YORKHILDENBRAND ENGINEERING, PLLC208 CREAMERY ROADHOPEWELL JUNCTION, NY845.206.6994Brian@HildenEng.com1" = 10'06-27-20241REVISED PER PB SITE WALK9/27/242REVISED PER TOWN COMMENTS 10/31/243REVISED PER TOWN COMMENTS 1/24/254REVISED PER TOWN COMMENTS 2/10/254 of 4LEGEND:DETAILS1" = 10'D-1INSTALLATION NOTES:SILT FENCE DETAILSCALE: N.T.S.SOIL STOCKPILE DETAILSCALE: N.T.S.DRAINAGE TRENCH DETAILSCALE: N.T.S.DRAIN INLETSCALE: N.T.S.CONCRETE WASHOUT DETAILSCALE: N.T.S.CONCRETE SIDEWALK AND CURB DETAILSCALE: N.T.S.CONSTRUCTION SPECIFICATIONSPLAN VIEWPROFILESTABILIZED CONSTRUCTION ENTRANCESCALE: N.T.S.CULTEC 330 CHAMBER DETAILSCALE: N.T.S.DRAIN MANHOLE DETAILSCALE: N.T.S.NOTES:1. PLANTING SOIL MEDIA SHOULD CONSIST IF 50%-70% SAND (LESS THAN 5% CLAY CONTENT),50%-30% TOPSOIL WITH AN AVERAGE OF 5% ORGANIC MATTER (COMPOST OR PEAT).2. THE PLANTING SOIL MEDIA SOIL SHOULD BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTSAND OTHER OBJECTS LARGER THAN 2 INCHES IN DIAMETER. THE SOIL SHOULD BE VISIBLY FREEOF NOXIOUS WEEDS.3. THE SOIL SHOULD HAVE A pH RANGE OF 5.2 TO 7.0 AND AN ORGANIC CONTENT OF 1.5%-4.0%4. THE MULCH LAYER SHOULD BE STANDARD LANDSCAPE STYLE, SINGLE OR DOUBLE, SHREDDEDHARDWOOD MULCH OR CHIPS. THE MULCH LAYER SHOULD BE WELL AGED (STOCKPILED ORSTORED FOR AT LEAST 12 MONTHS). THE MULCH LAYER SHOULD BE UNIFORM IN COLOR ANDFREE OF WEED SEEDS, SOIL, ROOTS, GRASS CLIPPINGS, ETC.6" MAX WQv312" - 3" MULCH18'' PLANTING SOIL MEDIA30% VOIDSFILTER FABRIC (MIRAFI 140NOR APPROVED EQUAL)1.5" - 2" CLEAN CRUSHEDSTONE DRAINAGE LAYER12" DEPTH - 40% VOIDSPROPOSED PLANTINGS(SEE LANDSCAPING CHART)FINISHED GRADERAIN GARDEN DETAILSCALE: N.T.S.4"Ø UNDERDRAIN PRIVACY FENCE DETAILSCALE: N.T.S. Application This wall luminaire has a partially shielded light source and is designed for the down lighting of interior and exterior locations with glare-free illumination. Materials Hand-blown three-ply opal glass Marine grade, copper free (≤ 0.3% copper content) A360.0 aluminum alloy High temperature silicone gasket Galvanized zinc-plated mounting bracket NRTL listed to North American Standards, suitable for wet locations Protection class IP 44 Weight: 3.3 lbs. Electrical Operating voltage 120-277V AC Minimum start temperature -30° C LED module wattage 8.9 W System wattage 12.0 W Controllability 0-10V, TRIAC, and ELV dimmable Color rendering index Ra > 90 Luminaire lumens 722 lm LED service life (L70)60000 hrs LED color temperature 4000K (K4) 3500K (K35) 3000K (K3) 2700K (K27) BEGA can supply you with suitable LED replacement modules for up to 20 years after the purchase of LED luminaires - see website for details Finish All BEGA standard finishes are matte, textured powder coat with minimum 3 mil thickness. BEGA Unidure® finish provides superior fade protection in Black, Bronze, and Silver. BEGA standard White is a super durable polyester powder. Optionally available RAL and custom color finishes provided in either polyester powder or liquid paint. Available colors Black (BLK) Bronze (BRZ) Silver (SLV) White (WHT) RAL: CUS: Wall luminaire · Shielded BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 info@bega-us.com Due to the dynamic nature of lighting products and the associated technologies, luminaire data on this sheet is subject to change at the discretion of BEGA North America. For the most current technical data, please refer to bega-us.com © copyright BEGA 2025 Type: BEGA Product: Project: Modified: Available options CUS Custom finish FSC Fusing MGU Marine grade undercoat RAL RAL finish Wall luminaire · Shielded LED A B C D B66410 8.9 W 10 1/4 10 1/8 12 3 /8 4 3 /8 Updated 01/07/25 Envirogreen Associates OOOOOOO OOOOOO O O O OO OOOOOOOO OOTWO STORY FRAME & STUCCOBUILDINGE A S T M A I N S T R E E TE X I S T I N G P O N DEXIST. ONE STORY BUILDING7,770 SFZONE R1-20ZONE C-3100' WETLANDSETBACKEXISTINGENTRY/EXIT TOBE ABANDONED17 STANDARD SPACESEXISTING ENTRY/EXITTO BE ABANDONEDZO N E R 1 - 2 0 ZON E C - 317 STANDARD SPACESEXISTING PLAZA AREAEXISTING SIDEWALKFUTURE CONNECTIONEXISTING ENTRY/EXITTO REMAIN13 STANDARD SPACES15 STANDARD SPACES6 STANDARD SPACES12 S T A N D A R D S P A C E S 7 ST A N D A R D S P A C E S6 STANDARD SPACESZON E C - 2 RTRASH ENCLOSURELAND BANK PARKING FOR FUTUREPROPOSED CONCRETESIDEWALK (TYP)TRASH ENCLOSUREPROPOSED LOADINGZONEEXISTING SIDEWALKINSTALL NEW CURBING ANDCONCRETE SIDEWALK ATCLOSED ENTRY POINTSNYS DOT TYPE 2 CURBRAMP (TYP.)REFER TO APPROVED NYSDOT PLANSPREPARED BY COLLIERS ENGINEERINGAND DESIGN FOR ENTRANCEIMPROVEMENTSINSTALL NEW 6" THICK CONCRETE SIDEWALKACROSS DRIVEWAY W/ STEEL MESHREINFORCEMENT AND 3" TOP COVER1 ADA SPACEDRI9ETHRU DRI9ETHRUSTOP BARPHASE II PHASE I PROPOSED ONE STORYRETAIL BUILDINGPHASE I4,100 SFFFE: 453.0PROPOSED ONE STORYRETAIL BUILDINGPHASE II6,284 SFFFE: 453.0NEW SF:6,087 SFPAINTED CROSSWALK (TYP.)6" CONC. CURB (TYP.)6" CONC. CURB (TYP.)6" CONC. CURB (TYP.)6" CONC. CURB (TYP.)PROPOSED CONCRETESIDEWALK (TYP)POROUS ASPHALT PAVING INPARKING SPACES (TYP.)POROUS ASPHALT PAVING INPARKING SPACES (TYP.)ADA RAMP (TYP.)ADA RAMP (TYP.)ADA RAMP (TYP.)LOCATION MAPNOT TO SCALEYorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - SCALE: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comF:\2014\14-14 ENVIROGREEN ASSOCIATES INC\ENGINEERING\CAD\C3D-14-14 ENVIROGREEN ASSOCIATES INC\14-14 ENVIROGREEN TWO BLDG 2-21-25.DWG PROJECT #14-14 1" = 30'ZONING SCHEDULE:10,000 SF.35 FEET100 FT.30 FT.30% OF LOT AREA30 FT. W/OUT PARKINGNONE (1)REQUIREDPRINCIPAL BUILDING COVERAGE:FRONT YARD SETBACK:REAR YARD SETBACK:ONE SIDE YARD SETBACK:MAXIMUM HEIGHT:MINIMUM LOT WIDTH:MINIMUM LOT AREA:460 FT.PROPOSEDMINIMUM SIZE OF LOT:MINIMUM YARD DIMENSIONS:PRINCIPAL BUILDING:30 FT.50 FT.FRONT YARD SETBACK:REAR YARD SETBACK:ACCESSORY BUILDINGS:NONENONENONEVARIANCE REQUIREDNONE10.9'NONENONENONEC-3, COMMERCIAL LIMITEDZONING DISTRICT:DIMENSIONAL REGULATIONS:ONE SIDE YARD SETBACK:NONEMAXIMUM % OF LOT TO BE OCCUPIED:PRINCIPAL BUILDING - FEET:NONEPRINCIPAL BUILDING - STORIES:NONE3 1/220 FEETACCESSORY BUILDING - FEET:NONEACCESSORY BUILDING - STORIES:NONE2 EXISTING2.9 % OF LOT AREA35 FT MAX460 FT.338,114 SF.2 NONENONE3.7 % OF LOT AREA35 FT MAX317.3 FT.11.6 FT.(EXIST. BLDG)1NONE64.1 FT. WETLAND DISTURBANCE:36.5 FT. 471 FT.11.6 FT.NONENONENONESITE DATA:OWNER / DEVELOPER:ENVIROGREEN ASSOCIATES INC.11 HAGEMAN CTKATONAH, N.Y., 10536PROJECT LOCATION: 1851 EAST MAIN STREETMOHEGAN LAKE, N.Y., 10547EXISTING TOWN ZONING: C-3, LIMITED COMMERCIAL - R1-20 RESIDENTIALPROPOSED USE: RETAIL / COMMERCIALTOWN TAX MAP DATA: SECTION 15.16, BLOCK 1, LOT 30 & LOT 31SITE AREA : 8.795 ACRES (383,114.7 SF)SEWAGE FACILITIES: PUBLIC SEWERSWATER FACILITIES:PUBLIC WATER FACILITIESWETLANDIMPERVIOUS DISTURBANCE0 SF61,570 SF0 SF34,920 SFEXISTING IMPERVIOUS DISTURBANCE0 SF0 SFPROPOSED100' WETLAND ADJACENT AREA65,815 SFSITE73,228 SFNONENONENONENONE338,114 SF.100 FT.MINIMUM LOT DEPTH:NONENONENONE75 FT. W/ PARKING64.1 FT. 36.5 FT. ZONING REGULATION NOTES:1. NONE, BUT IF PROVIDED SHALL BE 10 FEET; IF USED AS ONE WAY VEHICULAR ACCESS, SHALL BE 17FEET; TWO-WAY VEHICULAR ACCESS, 25 FEET; IF ADJOINS R DISTRICT, SHALL BE 50 FEET.NONENONE (1)015 3060SCALE: 1"=30'-0"DATE: DRAWN BY: Sheet PREPARED FOR SITE PLAN JCR 2/10/21 SITE PLAN Envirogreen Associates Inc. 1851 EAST MAIN STREET Town of Yorktown Westchester Co., New YorkNOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY ERICK J. LINK, DATED 05/7/14, LAST REVISED06/11/14. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.IMPERVIOUS DISTURBANCE~ tbd SFPROPOSED MITIGATIONCREATED WETLANDNET INCREASE30,895 SF11,658 SFPROPERTY LINE / RIGHT OF WAYFLAGGED WETLAND BOUNDARY PROPOSED CURB100' WETLAND BUFFERPROPOSED ROAD CENTERLINELEGENDOW.L.F. 11OW.L.F. 12EXISTING CURB0 SF0 SFPARKING SCHEDULE7,770 S.F.PROVIDED PARKING:EXISTING BUILDING:BUILDING #1: 6,284 S.F. @ 4 SPACES/1000 S.F. = 25.1 SPACES102 STANDARDPARKING VARIANCE REQUIRED:0 SPACESTOTAL PROVIDED PARKING:108 SPACESREQUIRED PARKING:95 SPACESRESTAURANT PARKINGPATRON: 1,000 S.F. @ 1 SPACES/50 S.F. = 20 SPACESRETAIL PARKINGSERVICE: 900 S.F. @ 1 SPACES/100 S.F. = 9 SPACES5,870 S.F. @ 4 SPACES/1000 S.F. = 24 SPACESTOTAL REQUIRED:53PROPOSED BUILDINGS:TOTAL REQUIRED:42*Note: 7 parking spaces are to be shared with 1821 East Main Street.6 HANDICAPHANDICAP PARING:BUILDING #2: 2,100 S.F. @ 4 SPACES/1000 S.F. = 8.4 SPACESRETAIL PARKING4,100 S.F. PROPOSED BUILDING #2 WITH RESTAURANT USE:RESTAURANT PARKINGPATRON: 1,520 S.F. @ 1 SPACES/50 S.F. = 31 SPACESSERVICE: 480 S.F. @ 1 SPACES/100 S.F. = 5 SPACES REQUIRED:45of TOTAL REQUIRED: 53 + 25.1 + 45=123BUILDING #2: 4,100 S.F. @ 4 SPACES/1000 S.F. = 16.4 SPACES10,384 S.F.6 2-12-25 Traffic Improvements 1 9/13/21 REVISED BLDG FOOTPRINT 2 2-09-22 Sidewalk Revision 3 10-21-24 Two Building Plan 4 12-26-24 Two Building Plan 5 01-16-25 Two Building Plan 8 2-21-25 Traffic changes 7 2-18-25 DD Fixtures 1 13 PROPOSED ENTRY FROM ADJACENT PROPERTYOOOOOOOO OOOOO O O O OO OOOOO OOO OOTWO STORY FRAME & STUCCOBUILDINGE A S T M A I N S T R E E T2 ADA SPACESEXIST. ONE STORY BUILDING7,770 SF100' WETLANDSETBACKEXISTINGENTRY/EXIT TOBE ABANDONED17 STANDARD SPACESEXISTING ENTRY/EXITTO BE ABANDONED17 STANDARD SPACESEXISTING ENTRY/EXITTO REMAINEXISTING PLAZA AREAEXISTING SIDEWALKFUTURE CONNECTIONEXISTING ENTRY/EXITTO REMAIN13 STANDARD SPACES15 STANDARD SPACES6 STANDARD SPACES12 S T A N D A R D S P A C E S 7 ST A N D A R D S P A C E S2 ADA SPACESLOADING AREA 6 STANDARD SPACES4 STANDARDSPACES3 STANDARD SPACES60.6'328 . 3 '315.1'0+001+002+003+004+005+00 6+00 7+00 8+00 8+32 . 0 8 0+00 1+ 0 0 2+003+003+32.250+00 0+44.50 TRASH ENCLOSURELAND BANK PARKING FOR FUTUREPROPOSED CONCRETESIDEWALK (TYP)TRASH ENCLOSURER1-1R7-8P1-2R1-1R7-8P1-2R7-8R7-8P1-2R7-81 ADA SPACEPROPOSED LOADINGZONEEXISTING SIDEWALKINSTALL NEW CURBING ANDCONCRETE SIDEWALK ATCLOSED ENTRY POINTSR13-15NYS DOT TYPE 2 CURBRAMP (TYP.)NYS DOT TYPE 2 CURBRAMP (TYP.)24.0'18.5'2 SPACESREFER TO APPROVED NYSDOT PLANSPREPARED BY COLLIERS ENGINEERINGAND DESIGN FOR ENTRANCEIMPROVEMENTSINSTALL NEW 6" THICK CONCRETE SIDEWALKACROSS DRIVEWAY W/ STEEL MESHREINFORCEMENT AND 3" TOP COVER6' CURB TRANSITION1.5%SLOPEMAXR1-1TOWEST1 ADA SPACER7-8P1-2DRI9ETHRU DRI9ETHRU 18.5'17.0'11.0'24.0'24.0'8.0'R1-1143.5'12.5'13.0'13.0'12.5'8.0'68.0'R20.0'8.0'8.0'8.0'30.0'STOP BARR1-1PHASE II PHASE I PROPOSED ONE STORYRETAIL BUILDINGPHASE I4,100 SFFFE: 453.0PROPOSED ONE STORYRETAIL BUILDINGPHASE II6,284 SFFFE: 453.0NEW SF:6,087 SF8.2'144.5'41.1'8.5'10.0'7.0'136.0'20.0'8.0'R3-15TOEASTR3-13 TWO SIDEDPAINTED CROSSWALK (TYP.)R3-13TWOSIDEDDIRECTIONALARROWS (TYP.)STOP BAR (TYP.)R3-15 TO WESTR3-15 TO NORTHR3-15 TO NORTHR3-15 TO NORTHR5.0'R26.0 'R10'NEW HEIGHTRESTRICTION BARDRIVE THRU LANE TO BE10' WIDE WITH PAINTEDSTRIPENEW DIGITAL MENUBOARDS (IN EXISTINGLOCATION)NEW ORDER CANOPY W/INTEGRATED SPEAKER (INEXISTING LOCATION)NEW CONCRETE PAD ATD/T MENU BOARDD/T WINDOWNEW CONCRETE PADAT D/T WINDOWR3-13 TO WESTR3-13 TOEASTR7.5'R7.5'R 1 0 . 0 '6" CONC. CURB (TYP.)6" CONC. CURB (TYP.)6" CONC. CURB (TYP.)6" CONC. CURB (TYP.)PROPOSED CONCRETESIDEWALK (TYP)POROUS ASPHALT PAVING INPARKING SPACES (TYP.)POROUS ASPHALT PAVING INPARKING SPACES (TYP.)8.0'8.0'STOP BAR (TYP.)ADA RAMP (TYP.)ADA RAMP (TYP.)ADA RAMP (TYP.)Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - SCALE: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comF:\2014\14-14 ENVIROGREEN ASSOCIATES INC\ENGINEERING\CAD\C3D-14-14 ENVIROGREEN ASSOCIATES INC\14-14 ENVIROGREEN TWO BLDG 2-21-25.DWG PROJECT #14-14 1" = 20' DATE: DRAWN BY: Sheet of PREPARED FOR JCR 9/19/2024 SITE PLAN Envirogreen Associates Inc. 1851 EAST MAIN STREET Town of Yorktown Westchester Co., New YorkNOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY ERICK J. LINK, DATED 05/7/14, LAST REVISED06/11/14. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. AMENDED SITE LAYOUT PLAN010 2040SCALE: 1"=20'-0"1 9/13/21 REVISED BLDG FOOTPRINT 2 2-09-22 Sidewalk Revision 3 10-21-24 Two Building Plan 4 12-26-24 Two Building Plan 5 01-16-25 Two Building Plan 6 2-12-25 Traffic Improvements 7 2-18-25 DD Fixtures 8 2-21-25 Traffic changes 2 13 O O O O OO O OOO O O OOOOOO O O OO OOOOOO D D WOS WOS THREE STORY FRAME BUILDING TWO STORY FRAME & STUCCO L A K E L A N D S T R E E T WOS WOS BUILDING DYH E A S T M A I N S T R E E T E X I S T I N G P O N D S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSW W ZONE R1-20 ZONE C-3 ZONE R1-20ZONE C-3ZONE C-2RPHASE IIPHASE IYorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -SCALE:No.Revisions:DateComments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or 1-800-962-7962 NY Industrial Code Rule 753 requires no less than two working days notice, but not more than ten days notice. www.digsafelynewyork.com F:\2014\14-14 ENVIROGREEN ASSOCIATES INC\ENGINEERING\CAD\C3D-14-14 ENVIROGREEN ASSOCIATES INC\14-14 ENVIROGREEN TWO BLDG 2-21-25.DWGPROJECT #14-141" = 30'0 15 30 60 SCALE: 1"=30'-0"DATE:DRAWN BY: SheetJCR2/10/21NOTE: 1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY ERICK J. LINK, DATED 05/7/14, LAST REVISED 06/11/14. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.SheetofEX CONDPREPARED FORENVIROGREEN ASSOCIATESSITE PLAN1851 EAST MAIN STREETWestchester County, New YorkTown of Yorktown19/13/21REVISED BLDG FOOTPRINT22-09-22Sidewalk Revision310-21-24Two Building Plan412-26-24Two Building Plan501-16-25Two Building Plan62-12-25Traffic Improvements82-21-25Traffic changes72-18-25DD Fixtures313 OOOOOOOO OOOOO O O O OO OOOOOOOO OODW OSTWO STORY FRAME & STUCCOW OSW OSBUILDINGDYH E A S T M A I N S T R E E TE X I S T I N G P O N DSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWPROPOSED LIMIT OF DISTURBANCETOTAL DISTURBANCE: 98,751 SFBUFFER DISTURBANCE: 60,352 SFWETLAND DISTURBANCE: 14,075 SFD451.31450.97452.43450.92450.59452.57452.26450.82449.44447.65452.20450.74451.26450.41450.07447.38447.20450.51450.24450.65450.79450.92450.80450.84453.23452.28451.78452.76452.37451.91D448.51DPOTENTIAL ADDITIONAL DISTURBANCETOTAL DISTURBANCE: 8,315 SFBUFFER DISTURBANCE: 7,449 SFWETLAND DISTURBANCE: 868 SFSS SS SSSSSSSS WS WS WS 4 5 2 4524514514524524 5 4 45 1 4 5 0 4 4 8451453454451450449448452451450449448445 446 447 4444 4 7 4 4 6 4 4 5 4 4 4 4 4 3 4 4 2PROPOSED SILT FENCEPROPOSED INLET PROTECTION (TYP.)SSPROPOSED SOIL STOCKPILE LOCATION (TYP.)PROPOSE CONSTRUCTION ENTRANCE (TYP.)SSSSSSWSWSWSWSWSPHASE II PHASE I PROPOSED ONE STORYRETAIL BUILDINGPHASE I4,100 SFFFE: 453.0Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - SCALE: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDPROPOSED DRAINAGE LINEEXISTING WATER LINEPROPOSED CATCH BASINEXISTING SANITARY LINEEXISTING TREE TO BE REMOVEDCONSTRUCTION ENTRANCEPROPOSED RETAINING WALLSPROPOSED SOIL STOCKPILESPROPOSED SILT FENCEPROPOSED STABILIZED SSSSSSWSEXISTING TREE TO BE PROTECTEDPROPOSED SEWERSERVICE CONNECTIONPROPOSED WATERSERVICE CONNECTIONPROPOSED CRUSHED STONEINLET PROTECTIONSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comF:\2014\14-14 ENVIROGREEN ASSOCIATES INC\ENGINEERING\CAD\C3D-14-14 ENVIROGREEN ASSOCIATES INC\14-14 ENVIROGREEN TWO BLDG 2-21-25.DWG PROJECT #14-14 1" = 20' DATE: DRAWN BY: Sheet JCR 11/06/17NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY ERICK J. LINK, DATED 05/7/14, LAST REVISED06/11/14. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.PROPERTY LINE / RIGHT OF WAYFLAGGED WETLAND BOUNDARY PROPOSED CURB100' WETLAND BUFFERPROPOSED ROAD CENTERLINELEGENDOW.L.F. 11OW.L.F. 12EXISTING CURBADA RAMP LOCATION010 2040SCALE: 1"=20'-0"Sheet of E&SC PLAN PREPARED FOR ENVIROGREEN ASSOCIATES SITE PLAN 1851 EAST MAIN STREET Westchester County, New YorkTown of Yorktown 1 9/13/21 REVISED BLDG FOOTPRINT 2 2-09-22 Sidewalk Revision 3 10-21-24 Two Building Plan 4 12-26-24 Two Building Plan 5 01-16-25 Two Building Plan 6 2-12-25 Traffic Improvements 8 2-21-25 Traffic changes 7 2-18-25 DD Fixtures 4 13 OOOOOOOO OOOOO O O O OO OOOOOOOO OODW OSTWO STORY FRAME & STUCCOW OSW OSBUILDINGDYH E A S T M A I N S T R E E TSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFUTURE CONNECTION0+001+002+003+004+005+00 6+00 7+00 8+00 8+32 . 0 8 0+00 1+ 0 0 2+003+003+32.250+00 0+44.50 D451.31450.97452.43450.92450.59452.57452.26450.82449.44447.65452.20450.74451.26450.41450.07447.38447.20450.51450.24450.65450.79450.92450.80450.84453.23452.28451.78452.76452.37451.91D448.51448.39D450.04450.26CB-1RIM: 450.24INV. IN: 445.90.INV. OUT: 445.90CB-3RIM: 450.15INV. IN: 445.90, 447.15INV. OUT: 445.90CB-2RIM: 451.19INV. IN: 448.61INV. OUT: 448.19CB-4RIM: 451.35INV. IN: 448.81INV. OUT: 448.35CB-5RIM: 450.90INV. IN: 447.86INV. OUT: 447.61CB-6RIM: 450.08INV. IN: 447.08INV. OUT: 446.43DMH-1RIM: 451.27INV. IN: 445.90'INV. OUT: 445.90'DMH-2RIM: 451.92INV. IN: 445.90, 445.90INV. OUT: 445.90PROPOSED 12" HDPE PIPEL = 49.06', S = 1.00%PROPOSED 24" HDPE PIPEL = 54.52', S = 0.0%PROPOSED 24" HDPE PIPEL = 75.08, S = 0.0%PROPOSED 24" HDPE PIPEL = 60.20, S = 1.65%PROPOSED 24" HDPE PIPEL = 40.17, S = 0.0%PROPOSED 24" HDPE PIPEL = 83.32, S = 0.0%SS SS SSSSSSSS WS WS WSPROPOSED 6" SEWER SERVICE TOCONNECT TO EXISTING SERVICECONNECTIONPROPOSED 4" FIRE SERVICE & 2" DOMESTICSERVICE CONNECTIONPROPOSED 4" CLEANOUTAT SERVICE CONNECTIONPROPOSED RAIN GARDEN 1BASIN INV.:451.18OUTLET RIM: 451.68INV. OUT: 448.68PROPOSED RAIN GARDEN 2BASIN INV.:451.18OUTLET RIM: 451.68INV. OUT: 448.68T.W.: 451.1B.W.: 448.0T.W.: 451.1B.W.: 448.0T.W.: 451.1B.W.: 448.0T.W.: 452.5B.W.: 450.1T.W.: 452.2B.W.: 448.5T.W.: 451.6B.W.: 450.6PROPOSED POCKET WETLANDBASIN INV.:441.85AQUATIC BENCH ELEV.:PERMANENT POOL ELEV.:BERM ELEV.:PROPOSED FOREBAYBASIN INV.: 441.85WEIR ELEV.: 446.85BERM ELEV.: 447.854 5 2 4524514514524524 5 4 45 1 4 5 0 4 4 8451453454 DROP CURB TO ALLOW RUNOFF TO ENTER SWALE451450449448452451450449448445 446 447 4444 4 7 4 4 6 4 4 5 4 4 4 4 4 3 4 4 2 449.21EXISTING DRAIN INLETS TO BE BROUGHTUP TO MATCH PROPOSED GRADEPROPOSED RAIN GARDEN 3BASIN INV.:451.18OUTLET RIM: 451.68INV. OUT: 448.68PROPOSED RIP RAP SWALEPROPOSED 12" HDPE PIPEL = 46.06, S = 1.20%PROPOSED 12" HDPE PIPEL = 101.25, S = 0.5%SSSSSSWSWSWSWSWSPHASE II PHASE I PROPOSED ONE STORYRETAIL BUILDINGPHASE I4,100 SFFFE: 453.0PROPOSED ONE STORYRETAIL BUILDINGPHASE II6,284 SFFFE: 453.0NEW SF:6,087 SFSheet of Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:051020SCALE: 1"=10'-0"NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY NAME OF SURVEYOR, DATED XX/XX/XX, LASTREVISED XX/XX/XX. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2020 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.com1" = 20' PROJECT # IMPROVEMENT PLAN PREPARED FOR ENVIROGREEN ASSOCIATES SITE PLAN 1851 EAST MAIN STREET Westchester County, New YorkTown of Yorktown 2/10/21 JR 14-14 F:\2014\14-14 ENVIROGREEN ASSOCIATES INC\ENGINEERING\CAD\C3D-14-14 ENVIROGREEN ASSOCIATES INC\14-14 ENVIROGREEN TWO BLDG 2-21-25.DWG 1/16/2017 3:19:52 PM PROPOSED DRAINAGE LINEEXISTING WATER LINEPROPOSED CATCH BASINEXISTING SANITARY LINEPROPOSED RETAINING WALLSSSWSPROPOSED SEWERSERVICE CONNECTIONPROPOSED WATERSERVICE CONNECTIONPROPERTY LINE / RIGHT OF WAYFLAGGED WETLAND BOUNDARY PROPOSED CURB100' WETLAND BUFFERPROPOSED ROAD CENTERLINELEGENDOW.L.F. 11OW.L.F. 12EXISTING CURBADA RAMP LOCATION1 9/13/21 REVISED BLDG FOOTPRINT 2 2-09-22 Sidewalk Revision 3 10-21-24 Two Building Plan 4 12-26-24 Two Building Plan 5 01-16-25 Two Building Plan 6 2-12-25 Traffic Improvements 8 2-21-25 Traffic changes 7 2-18-25 DD Fixtures 5 13 TWO STORY FRAME & STUCCOBUILDINGE A S T M A I N S T R E E TFUTURE CONNECTIONA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RQCQCQCQCQ CQUQUQUQUQUQU9·ILX6·ILX8·TH10·JV4·VIB4·VIB5·JV14·ILX12·ILX12·ILX47·RUS78 IBB100 DES55 JPAREFER TO APPROVED MITIGATION PLAN PREPARED BY TIMMILLER ASSOCIATES FOR POCKET WETLAND PLANTINGSTREES TO BE REMOVED (TYP.)40 JPA25 JPASCALE: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comF:\2014\14-14 ENVIROGREEN ASSOCIATES INC\ENGINEERING\CAD\C3D-14-14 ENVIROGREEN ASSOCIATES INC\14-14 ENVIROGREEN TWO BLDG 2-21-25.DWG ######## DATE: DRAWN BY: Sheet of PREPARED FOR JCR 11/06/17 SITE PLAN Envirogreen Associates Inc. 1851 EAST MAIN STREET Town of Yorktown Westchester Co., New YorkNOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY ERICK J. LINK, DATED 05/7/14, LAST REVISED06/11/14. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.LANDSCAPE PLANPROPERTY LINE / RIGHT OF WAYFLAGGED WETLAND BOUNDARY PROPOSED CURB100' WETLAND BUFFERPROPOSED ROAD CENTERLINELEGENDOW.L.F. 11OW.L.F. 12EXISTING CURBADA RAMP LOCATION010 2040SCALE: 1"=20'-0"PLANT SCHEDULEKEYQUAN.BOTANTICAL/COMMON NAMESIZE:TREESAR 13Acer rubrum 'October Glory"3"-3 12" Cal.BH 2Betula nigra "Heritage" - Heritage Birch, three stems 12'-14' HT.JV 15Juniperous viriginiana "Taylor"-ceritified as "Taylor" 5'-6' HT.TH 8Juniperous virginiana "Taylor"-ceritified as "Taylor" 7'-9' HT.QC 12Quercus coccinea- Scarlet Oak3"- 3 12" Cal.SHRUBS AND GROUNDCOVERSARO 34Aronia m. "Lowscape Mound" - Native Aronia5 Gal.DES 100Deschampia cespitosa - Native Tufted HaIr Grass 3 Gal.ILX 41Ilex glabra "Shamrock" - Shamrock Inkberry24"-30" HT.IBB 78Ilex glabra "Gem Box" - Gem Box Inkberyy 18"-24" HT.JPA 120Juniperus "Parsonii: - Parsons Juniper3 Gal.RUS 47Rhus a. "Gro-Low" - Gro-Low Sumac3 Gal.VIB 28Viburnum dentatum- Arrowwood Virburnum30"-36" HT.SPECIFICATIONS:GENERAL: All plants, trees and shrubs shall meet the specifications for "plant material" as per theAmerican Horticultural Society/ The landscape architect reserves the right to inspect all plants prior toshipping. All plants shall be specimen quality. All plants shall be guaranteed for one full year from thetime the landscaping is formally accepted by the owner.PLANTING: All plants shall be planted in planting pits two times the diameter of the plant ball orcontainer, and 12" inch deeper than the plant ball or container. The plants shall be planted so that theroot flare is exposed. Backfill for all the planting pits shall be as follows: Two parts native soil, one-partscreened topsoil (All toposoil shalll be screened, native soil, free of any stones over 1" diameter) andone - part humus. "Roots Plus" shall be added to all buckfill, as per label directions.WATERING: Landscape contractor shall keep all plantings well-watered until final approval by theowner. Thereafter, the owner shall install a drip irrigation system, or hand water all plantings until allplantings are established (approx. two years).MULCHING: All planting beds shall be mulched with three (3) inches of shredded cedar bark. All treesshall be mulched with (3) inches of shredded cedar bark in a four (4) foot diameter circle around eachexisting tree.Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E.PROJECT #14-14 1 9/13/21 REVISED BLDG FOOTPRINT 2 2-09-22 Sidewalk Revision 3 10-21-24 Two Building Plan 4 12-26-24 Two Building Plan 5 01-16-25 Two Building Plan 6 2-12-25 Traffic Improvements 8 2-21-25 Traffic changes 7 2-18-25 DD Fixtures 6 13 TWO STORY FRAME & STUCCOBUILDINGE A S T M A I N S T R E E TA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RQCQCQCQCQ CQUQUQUQUQUQU9·ILX6·ILX8·TH10·JV4·VIB4·VIB5·JV14·ILX12·ILX12·ILX47·RUS78 IBB100 DES55 JPAREFER TO APPROVED MITIGATION PLAN PREPARED BY TIMMILLER ASSOCIATES FOR POCKET WETLAND PLANTINGSTREES TO BE REMOVED (TYP.)40 JPA25 JPAYorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - SCALE: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVED F:\2014\14-14 ENVIROGREEN ASSOCIATES INC\ENGINEERING\CAD\C3D-14-14 ENVIROGREEN ASSOCIATES INC\14-14 ENVIROGREEN TWO BLDG 2-21-25.DWG PROJECT #14-14 1" = 30' DATE: DRAWN BY: Sheet PREPARED FOR JCR 11/06/17 SITE PLAN Envirogreen Associates Inc. 1851 EAST MAIN STREET Town of Yorktown Westchester Co., New YorkNOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY ERICK J. LINK, DATED 05/7/14, LAST REVISED06/11/14. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.LIGHTING PLANof 1 9/13/21 REVISED BLDG FOOTPRINT 2 2-09-22 Sidewalk Revision 3 10-21-24 Two Building Plan 4 12-26-24 Two Building Plan 5 01-16-25 Two Building Plan 6 2-12-25 Traffic Improvements 8 2-21-25 Traffic changes 7 2-18-25 DD Fixtures 7 13 0+00450.0450.040+50450.0450.541+00450.0450.571+50448.0450.872+00450.0450.232+50450.0451.24 3+00449.5 451.82 3+50450.4 451.93 4+00 4+250+00452.8 451.13 0+50449.8 450.30 1+00 1+25 INV OUT:446.10' 12" Ø CMPSUMP:445.03'RIM:450.04'EX DI-1INV IN:445.90' 12" Ø CMPINV OUT:445.90' 24" Ø CORR HDPESUMP:444.62'RIM:450.27'EX-DI-2INV IN:445.90' 24" Ø CORR HDPEINV OUT:445.90' 24" Ø CORR HDPESUMP:444.90'RIM:450.28'CB-1INV IN:445.90' 24" Ø CORR HDPEINV IN:447.15' 12" Ø CORR HDPEINV OUT:445.90' 24" Ø CORR HDPESUMP:444.90'RIM:450.23'CB-3 INV IN:445.90' 24" Ø CORR HDPE INV OUT:445.90' 24" Ø CORR HDPE SUMP:444.90' RIM:451.27' DMH-1 INV IN:445.90' 24" Ø CORR HDPE INV IN:445.90' 12" Ø CORR HDPE INV OUT:445.90' 24" Ø CORR HDPE SUMP:444.90' RIM:451.92' DMH-2 INV IN:445.90' 24" Ø CORR HDPE INV IN:447.15' 12" Ø CORR HDPE INV OUT:445.90' 24" Ø CORR HDPE SUMP:444.90' RIM:450.23' CB-378.68' of 12" Ø CMP @ 0.24%75.08' of 24" Ø CORR HDPE @ 0.00%34.46' of 24" Ø CORR HDPE @ 0.00%58.04' of 24" Ø CORR HDPE @ 0.00%83.32' of 24" Ø CORR HDPE @ 0.00%16.90' of 24" Ø CORR HDPE @ 0.00%60.37' of 12" Ø CORR HDPE @ 1.65%0.0%0+00453.5 453.00 0+50453.0 453.00 1+00451.7 450.69 1+50450.8 450.96 2+00450.4 451.73 2+50 2+75 INV IN:448.81' 6" Ø CORR HDPE INV OUT:448.35' 12" Ø CORR HDPE SUMP:447.35' RIM:453.00' CB-4 50.10' of 12" Ø CORR HDPE @ 1.26%INV IN:447.67' 12" Ø CORR HDPE INV OUT:447.67' 12" Ø CORR HDPE SUMP:446.67' RIM:453.00' CB-5 47.84' of 12" Ø CORR HDPE @ 1.14%INV IN:447.08' 12" Ø CORR HDPE INV OUT:446.43' 12" Ø CORR HDPE SUMP:445.43' RIM:450.08' CB-6 101.25' of 12" Ø CORR HDPE @ 0.50%INV IN:445.90' 24" Ø CORR HDPE INV IN:445.90' 12" Ø CORR HDPE INV OUT:445.90' 24" Ø CORR HDPE SUMP:444.90' RIM:451.92' DMH-24.7%0.2%0+00450.5450.500+50450.0450.001+00450.0450.491+50450.0450.402+00451.0450.902+50452.6451.40 3+00451.7 451.90 3+50452.2 452.40 4+00453.6 452.25 4+50453.7 451.75 5+00453.0 451.25 5+50452.2 450.75 6+00450.8 450.21 6+50449.9 449.61 7+00449.5 448.95 7+50448.7 448.28 8+00447.7 447.62 8+50 8+751.0%1.0%1.0%1.0%1.3%1.0%1.2%GRADE BREAK STA = 0+00.00ELEV = 450.50GRADE BREAK STA = 1+04.00ELEV = 450.53 GRADE BREAK STA = 3+67.11 ELEV = 452.58 GRADE BREAK STA = 5+84.71 ELEV = 450.40 GRADE BREAK STA = 8+33.34 ELEV = 447.17 11.9%0+00451.3 451.17 0+50449.7 450.55 1+00449.2 450.96 1+50449.4 451.66 2+00450.2 452.13 2+50450.7 451.44 3+00452.7 450.75 3+50 3+752.0%1.0%1.4%1.4%2.0%GRADE BREAK STA = 0+00.00 ELEV = 451.17 GRADE BREAK STA = 1+92.06 ELEV = 452.24 GRADE BREAK STA = 3+20.25 ELEV = 450.47GRADE BREAK STA = 3+32.25 ELEV = 450.71 Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - SCALE: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comF:\2014\14-14 ENVIROGREEN ASSOCIATES INC\ENGINEERING\CAD\C3D-14-14 ENVIROGREEN ASSOCIATES INC\14-14 ENVIROGREEN TWO BLDG 2-21-25.DWG PROJECT #14-14 NTS DATE: DRAWN BY: Sheet PREPARED FOR JCR 11/06/17 SITE PLAN Envirogreen Associates Inc. 1851 EAST MAIN STREET Town of Yorktown Westchester Co., New YorkNOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY ERICK J. LINK, DATED 05/7/14, LAST REVISED06/11/14. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.PROFILESof 1 9/13/21 REVISED BLDG FOOTPRINT 2 2-09-22 Sidewalk Revision 3 10-21-24 Two Building Plan 4 01-16-25 Two Building Plan 8 2-21-25 Traffic changes 7 2-18-25 DD Fixtures 5 01-16-25 Two Building Plan 6 2-12-25 Traffic Improvements 8 13 SheetofYorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -DATE:SCALE:DRAWN BY: No.Revisions:DateComments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDNTSPROJECT #9NOTESPREPARED FORENVIROGREEN ASSOCIATESSITE PLAN1851 EAST MAIN STREETWestchester County, New YorkTown of Yorktown2/10/21JR1314-14F:\2014\14-14 ENVIROGREEN ASSOCIATES INC\ENGINEERING\CAD\C3D-14-14 ENVIROGREEN ASSOCIATES INC\14-14 DETAILS 5-25-21.DWG 1/16/2017 3:19:52 PMGENERAL STORM DRAINAGE & UTILITY NOTES GENERAL CONSTRUCTION NOTES: 5. ROCK CUT STABILITY IS TO BE FIELD VERIFIED BY GEOTECHNICAL ENGINEER AND SHALL BE MODIFIED IF REQUIRED. 3. EACH BUILDING CONSTRUCTED HEREON SHALL BE OF SUCH AN ELEVATION THAT THE GROUND WILL SLOPE AWAY FROM IT IN ALL DIRECTIONS. IN THE EVENT THAT THIS IS NOT FEASIBLE, THE CONTRACTOR SHALL INSTALL TYPICAL YARD DRAINS AS REQUIRED AND CONNECT THEM TO THE STORM DRAINAGE SYSTEM OR AS DIRECTED BY THE PROJECT ENGINEER. 1. BENCH MARKS USING U.S.G.S. DATUM SHALL BE OF SUCH ELEVATION THAT THE GROUND WILL SLOPE AWAY FROM IT IN ALL DIRECTIONS. 2. LOCATION OF GAS AND WATER VALVES, ELECTRIC AND TELEPHONE POLES ARE TO BE DETERMINED BY PROPER AUTHORITIES AND APPROVED, AS TO LOCATION, BY THE VILLAGE ENGINEER. 8. ALL EXISTING UNDERGROUND DRAINS ENCOUNTERED DURING CONSTRUCTION OF PROPOSED ROADS ARE TO BE CONNECTED TO PROPOSED DRAINAGE IMPROVEMENTS. CONNECTIONS TO BE APPROVED BY THE VILLAGE ENGINEER. 7. INTERCEPTOR DRAINS ARE TO BE INSTALLED WHERE REQUIRED BY THE VILLAGE OR PROJECT ENGINEER DURING ROAD CONSTRUCTION. 6. STORM DRAIN PIPING TO BE HIGH DENSITY POLYETHYLENE AS SHOWN ON THE CONSTRUCTION DRAWINGS. MINIMUM COVER TO BE 2' UNLESS OTHERWISE NOTED. 4. NO TOPSOIL SHALL BE REMOVED FROM THE SITE. 11. STREET OPENING PERMIT FROM THE VILLAGE OF OSSINING D.P.W. MAY BE REQUIRED FOR INSTALLATIONS IN PUBLIC ROADS. 10. ALL STRUCTURES SHALL BE SET ONE INCH BELOW PAVEMENT. 9. PRIOR TO FINAL APPROVAL AND OPERATION OF DRAINAGE SYSTEM, CONTRACTOR SHALL CLEAR ALL ACCUMULATED SEDIMENT AND/OR DEBRIS FROM DRAINAGE STRUCTURES, MANHOLES, CULVERTS, OUTLETS AND DRAIN INLETS. ENGINEER SHALL BE NOTIFIED FOR FINAL INSPECTION. 5. ANY REVISIONS AND/OR ADDITIONS TO THE ROAD STORM DRAINAGE SYSTEMS CURRENTLY SHOWN ON THE PLANS WHICH ARE DEEMED NECESSARY DURING CONSTRUCTION MUST BE MADE BY THE CONTRACTOR AS REQUIRED BY THE VILLAGE AND SHALL BE SHOWN ON THE AS-BUILT DRAWINGS. 1. ALL UTILITIES, INCLUDING ELECTRIC LINES, TELEPHONE, WATER, SANITARY SEWER LINES, AND STORM SEWER LINES SHALL BE LOCATED UNDERGROUND AND SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VILLAGE OF OSSINING AND THE UTILITY COMPANIES HAVING JURISDICTION. 3. ANY SOIL THAT IS UNSUITABLE FOR DEVELOPMENT OF BUILDINGS OR ROADWAYS SHALL BE REMOVED FROM AREAS TO BE DEVELOPED AND SHALL BE DISPOSED OF WITHIN THE SITE IN NEW EMBANKMENTS WHERE STRUCTURAL LOADING, I.E. A BUILDING OR ROADWAY, WILL NOT TAKE PLACE. WHEN CONSTRUCTION IS PROPOSED TO OCCUR IN SPECIFIC AREAS WHERE SOILS ARE OF QUESTIONABLE SUITABILITY, THE APPLICANT SHALL PROVIDE SOILS ENGINEERING REPORTS AS REQUIRED BY THE PLANNING BOARD ENGINEER, PRIOR TO THE CONSTRUCTION OF ROADWAYS AND, AS REQUIRED BY THE BUILDING INSPECTOR, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. 2. CONSTRUCTION ACTIVITY SHALL BE LIMITED FROM 8:00 A.M. TO 6 P.M., AND NO CONSTRUCTION ACTIVITY SHALL OCCUR ON SUNDAYS OR LEGAL NEW YORK STATE HOLIDAYS. WHERE BLASTING IS NECESSARY, IT SHALL OCCUR FROM MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 8:00 A.M. AND 6:00 P.M. NO BLASTING SHALL OCCUR ON HOLIDAYS, SATURDAY OR SUNDAY. ALL BLASTING SHALL ALSO BE COMPLETED IN ACCORDANCE WITH THE VILLAGE OF OSSINING AND NEW YORK STATE BLASTING ORDINANCES. 6. NO CRUSHING/PROCESSING IS PERMITTED ON THE SITE WITHOUT PRIOR APPROVAL BY THE VILLAGE OF OSSINING PLANNING BOARD. 4. ROOF LEADERS AND FOOTING DRAINS SHALL EMPTY INTO THE STORM DRAINAGE SYSTEM OR DISCHARGE DIRECTLY TO STORMWATER MANAGEMENT SYSTEMS IF GRADES PERMIT, AND CONNECTION TO THE STORM SYSTEM IS NOT FEASIBLE, FOOTING DRAINS ONLY MAY DISCHARGE TO DAYLIGHT AT THE REAR OF BUILDINGS. FOOTING DRAINS SHALL EXTEND A MINIMUM OF 30 FT. FROM THE REAR FACE OF THE BUILDING WHEN POSSIBLE. UNDER NO CIRCUMSTANCES SHALL THE DISCHARGE OF GROUND WATER OR STORM WATER, EITHER BY GRAVITY OR BY PUMPING, BE DISCHARGED TO ANY SANITARY SEWER SYSTEM. CONTRACTOR RESPONSIBILITIES: 1. ALL WORK ON THE PROJECT SHALL BE PERFORMED IN A WORKMAN LIKE MANNER AND SHALL BE IN ACCORDANCE WITH THE STANDARDS OF THE INDUSTRY. THE OWNER WILL BE THE SOLE JUDGE OF THE ACCEPTABILITY OF THE WORK. MATERIALS AND WORK DEEMED UNACCEPTABLE WILL BE REMOVED AND REDONE AT THE SOLE COST AND RESPONSIBILITY OF THE CONTRACTOR. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT HIS WORK AND WILL BE HELD RESPONSIBLE FOR CONSEQUENTIAL DAMAGES DUE TO HIS ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEE, AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY THE WORK UNDER A SEPARATE CONTRACT WITH THE CONTRACTOR. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SHORE EXISTING UTILITIES IF REQUIRED BY CONSTRUCTION. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE THE BUILDING INSPECTOR IN ADVANCE OF HIS WORK OR AS THE INSPECTOR DEEMS APPROPRIATE. 5. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE OWNER/ENGINEER NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO THE START OF WORK. THE OWNER/ENGINEER WILL EVALUATE THE SITUATION AND MODIFY THE PLAN AS NECESSARY. 6. ALL CHANGES MADE TO THIS PLAN SHALL BE APPROVED BY THE ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS. ANY UNAUTHORIZED ALTERATION OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THIS CONTRACT. 9. THE CONTRACTOR SHALL VERIFY ALL SUBSTRUCTURES ENCOUNTERED DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL SECURE & PAY FOR A BUILDERS RISK POLICY TO COVER THE PERIOD OF CONSTRUCTION. THE ENGINEER & OWNER SHALL BE NAMED AS ADDITIONAL INSURED. ALL CONTRACTORS EMPLOYED AT THE SITE SHALL BE COVERED BY WORKMAN'S COMPENSATION. GENERAL NOTES: 1. THE ENGINEER WHOSE SEAL APPEARS HEREON HAS NOT BEEN RETAINED FOR SUPERVISION OF CONSTRUCTION, SUBSEQUENTLY,HE IS NOT RESPONSIBLE FOR CONSTRUCTION AND THEREFORE ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION PRACTICES, PROCEDURES, AND RESULTS THEREFROM. 2. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE OR HELD ACCOUNTABLE FOR THE INTEGRITY OF ANY STRUCTURES CONSTRUCTED OR UNDER CONSTRUCTION PRIOR TO THE APPROVAL OF THE PLANS. 3. THE VILLAGE ENGINEER'S OFFICE AND WATER DISTRICT OFFICE IS TO BE NOTIFIED 24 HOURS BEFORE COMMENCING SITE CONSTRUCTION OR WATER MAIN CONNECTION. 4. ALL WORK IS TO BE IN ACCORDANCE WITH THE VILLAGE CODE OF PRACTICE AND SPECIFICATIONS. 5. ALL CONDITIONS, LOCATIONS, AND DIMENSIONS SHALL BE FIELD VERIFIED AND THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES. 6. ALL CHANGES MADE TO THE PLANS SHALL BE APPROVED BY THE ENGINEER WHOSE SEALAPPEARS ON THESE DRAWINGS. ANY SUCH CHANGES SHALL BE FILED AS AMENDMENTS TO THE ORIGINAL BUILDING PERMIT. 7. ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL IN A "CODE 53" PRIOR TO CONSTRUCTION FOR UNDERGROUND UTILITY LOCATIONS. 9. SUBSTRUCTURES AND THEIR ENCROACHMENTS BELOW GRADE, IF ANY, ARE NOT SHOWN. 9. ANY PROPOSED ELECTRIC AND/OR TELEPHONE SERVICE LINES ARE TO BE PLACED UNDERGROUND. 10. THE DESIGN ENGINEER DISCLAIMS ANY LIABILITY FOR DAMAGE OR LOSS INCURRED DURING OR AFTER CONSTRUCTION. 11. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE OWNER/ENGINEER NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO THE START OF WORK. THE OWNER/ENGINEER WILL EVALUATE THE SITUATION AND MODIFY THE PLAN AS NECESSARY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEES, SUBCONTRACTORS, AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR. REMOVE REMOVE REMOVE AFTER APPROVAL OF INSPECTOR GENERAL EROSION CONTROL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL SEDIMENT AND EROSION CONTROL PRACTICES. THE SEDIMENT AND EROSION CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCES, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. ROAD SURFACE FLOWS FROM THE SITE SHOULD BE DISSIPATED WITH TRACKING PAD OR APPROPRIATE MEASURES DURING ADJACENT ROAD SHOULDER REGRADING. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL DEVICES THROUGHOUT THE COURSE OF CONSTRUCTION. 2. CATCH BASIN INLET PROTECTION MUST BE INSTALLED AND OPERATING AT ALL TIMES UNTIL TRIBUTARY AREAS HAVE BEEN STABILIZED. WHEN POSSIBLE FLOWS SHOULD BE STABILIZED BEFORE REACHING INLET PROTECTION STRUCTURE. TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. 3. 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 ON A REGULAR BASIS, AND AFTER EACH HEAVY RAIN TO INSURE PROPER OPERATION AS DESIGNED. AN INSPECTION SCHEDULE SHALL BE SET FORTH PRIOR TO THE START OF CONSTRUCTION. 4. THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT CAPTURING STANDARDS SHALL BE AS SPECIFIED IN THESE PLANS, AS ORDERED BY THE ENGINEER, AND IN ACCORDANCE WITH THE LATEST EDITION OF THE "NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (NYSSESC). 5. ALL TOPSOIL SHALL BE PLACED IN A STABILIZED STOCKPILE FOR REUSE ON THE SITE. ALL STOCKPILE MATERIAL REQUIRED FOR FINAL GRADING AND STORED ON SITE SHALL BE TEMPORARILY SEEDED AND MULCHED WITHIN 7 DAYS. REFER TO SOIL STOCKPILE DETAILS. 6. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 7 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 NOT BE LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING. 7. ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHABITED DWELLING SHALL BE WETTED AS NECESSARY TO PROVIDE DUST CONTROL. 8. 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. 9. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED BY PERMANENT MEASURES. 10. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT EDITION OF NYSSESC. 11. ALL REGRADED AREAS MUST BE STABILIZED APPROPRIATELY PRIOR TO ANY ROCK BLASTING, CUTTING, AND/OR FILLING OF SOILS. SPECIAL CARE SHOULD BE TAKEN DURING CONSTRUCTION TO INSURE STABILITY DURING MAINTENANCE AND INTEGRITY OF CONTROL STRUCTURES. 12. ANY SLOPES GRADED AT 3:1 OR GREATER SHALL BE STABILIZED WITH EROSION BLANKETS TO BE STAKED INTO PLACE IN ACCORDANCE WITH THE MANUFACTURES REQUIREMENTS. EROSION BLANKETS MAY ALSO BE REQUIRED AT THE DISCRETION OF TOWN OFFICIALS OR PROJECT ENGINEER. WHEN STABILIZED BLANKET IS UTILIZED FOR CHANNEL STABILIZATION, PLACE ALL OF THE VOLUME OF SEED MIX PRIOR TO LAYING NET, OR AS RECOMMENDED BY THE MANUFACTURER. 13. TO PREVENT HEAVY CONSTRUCTION EQUIPMENT AND TRUCKS FROM TRACKING SOIL OFF-SITE, CONSTRUCT A PERVIOUS CRUSHED STONE PAD. LOCATE AND CONSTRUCT PADS AS DETAILED IN THESE PLANS. 14. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST BY SPRINKLING EXPOSED SOIL AREAS PERIODICALLY WITH WATER AS REQUIRED. CONTRACTOR TO SUPPLY ALL EQUIPMENT AND WATER. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION INSPECTIONS AS PER NYSDEC GP-0-15-002 AND VILLAGE OF OSSINING CODE. MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROL STRUCTURES: N.Y.S.D.E.C. GP-0-15-002 EXPOSURE RESTRICTIONS - STATES THAT ANY EXPOSED EARTHWORK SHALL BE STABILIZED IN ACCORDANCE WITH THE GUIDELINES OF THIS PLAN. 1. TREES AND VEGETATION SHALL BE PROTECTED AT ALL TIMES AS SHOWN ON THE DETAIL DRAWING AND AS DIRECTED BY THE ENGINEER. 2. CARE SHOULD BE TAKEN SO AS NOT TO CHANNEL CONCENTRATED RUNOFF THROUGH THE AREAS OF CONSTRUCTION ACTIVITY ON THE SITE. 3. FILL AND SITE DISTURBANCES SHOULD NOT BE CREATED WHICH CAUSES WATER TO POND OFF SITE OR ON ADJACENT PROPERTIES. 4. RUNOFF FROM LAND DISTURBANCES SHALL NOT BE DISCHARGED OR HAVE THE POTENTIAL TO DISCHARGE OFF SITE WITHOUT FIRST BEING INTERCEPTED BY A CONTROL STRUCTURE, SUCH AS A SEDIMENT TRAP OR SILT FENCE. SEDIMENT SHALL BE REMOVED BEFORE EXCEEDING 50% OF THE RETENTION STRUCTURE'S CAPACITY. 5. FOR FINISHED GRADING, ADEQUATE GRADE SHALL BE PROVIDED SO THAT WATER WILL NOT POND ON LAWNS FOR MORE THAN 24 HOURS AFTER RAINFALL, EXCEPT IN SWALE FLOW AREAS WHICH MAY DRAIN FOR AS LONG AS 48 HOURS AFTER RAINFALL. 6. ALL SWALES AND OTHER AREAS OF CONCENTRATED FLOW SHALL BE PROPERLY STABILIZED WITH TEMPORARY CONTROL MEASURES TO PREVENT EROSION AND SEDIMENT TRAVEL. SURFACE FLOWS OVER CUT AND FILL AREAS SHALL BE STABILIZED AT ALL TIMES. 7. ALL SITES SHALL BE STABILIZED WITH EROSION CONTROL MATERIALS WITHIN 7 DAYS OF FINAL GRADING. 8. TEMPORARY SEDIMENT TRAPPING DEVICES SHALL BE REMOVED FROM THE SITE WITHIN 30 DAYS OF FINAL STABILIZATION. MAINTENANCE OF PERMANENT CONTROL STRUCTURES DURING CONSTRUCTION: THE STORMWATER MANAGEMENT SYSTEM AND OUTLET STRUCTURE SHALL BE INSPECTED ON A REGULAR BASIS AND AFTER EVERY RAINFALL EVENT. SEDIMENT BUILD UP SHALL BE REMOVED FROM THE INLET PROTECTION REGULARLY TO INSURE DETENTION CAPACITY AND PROPER DRAINAGE. OUTLET STRUCTURE SHALL BE FREE OF OBSTRUCTIONS. ALL PIPING AND DRAIN INLETS SHALL BE FREE OF OBSTRUCTION. ANY SEDIMENT BUILD UP SHALL BE REMOVED. MAINTENANCE OF CONTROLS AFTER CONSTRUCTION: CONTROLS (INCLUDING RESPECTIVE OUTLET STRUCTURES) SHOULD BE INSPECTED PERIODICALLY FOR THE FIRST FEW MONTHS AFTER CONSTRUCTION AND ON AN ANNUAL BASIS THEREAFTER. THEY SHOULD ALSO BE INSPECTED AFTER MAJOR STORM EVENTS. DEBRIS AND LITTER REMOVAL: TWICE A YEAR, INSPECT OUTLET STRUCTURE AND DRAIN INLETS FOR ACCUMULATED DEBRIS. ALSO, REMOVE ANY ACCUMULATIONS DURING EACH MOWING OPERATION. STRUCTURAL REPAIR/REPLACEMENT: OUTLET STRUCTURE MUST BE INSPECTED TWICE A YEAR FOR EVIDENCE OF STRUCTURAL DAMAGE AND REPAIRED IMMEDIATELY. EROSION CONTROL: UNSTABLE AREAS TRIBUTARY TO THE BASIN SHALL IMMEDIATELY BE STABILIZED WITH VEGETATION OR OTHER APPROPRIATE EROSION CONTROL MEASURES. SEDIMENT REMOVAL: SEDIMENT SHOULD BE REMOVED AFTER IT HAS REACHED A MAXIMUM DEPTH OF FIVE INCHES ABOVE THE STORMWATER MANAGEMENT SYSTEM FLOOR. TOPSOIL: EXISTING TOPSOIL WILL BE REMOVED AND STORED IN PILES SUFFICIENTLY AS TO AVOID MIXING WITH OTHER EXCAVATION. STOCKPILES SHALL BE SURROUNDED BY EROSION CONTROL AS OUTLINED ON THESE PLANS. THE FURNISHING OF NEW TOPSOIL SHALL BE OF A BETTER OR EQUAL TO THE FOLLOWING CRITERIA (SS713.01 NYSDOT): 1. THE PH OF THE MATERIAL SHALL BE 5.5 TO 7.6. 2. THE ORGANIC CONTENT SHALL NOT BE LESS THAN 2% OR MORE THAN 70%. 3. GRADATION: SIEVE SIZE % PASSING BY WGT. 2 INCH 100 1 INCH 85 TO 100 1/4 INCH 65 TO 100 NO. 200 MESH 20 TO 80 PERMANENT VEGETATIVE COVER: 1. SITE PREPARATION: 1.1. INSTALL EROSION CONTROL MEASURES. 1.2. SCARIFY COMPACTED SOIL AREAS. 1.3. LIME AS REQUIRED TO PH 6.5. 1.4. FERTILIZE WITH 10-6-4 4 LBS/1,000 S.F. 1.5. INCORPORATE AMENDMENTS INTO SOIL WITH DISC HARROW. 2. SEED MIXTURES FOR USE ON SWALES AND CUT AND FILL AREAS. MIXTURE LBS./ACRE ALT. A KENTUCKY BLUE GRASS 20 CREEPING RED FESCUE 28 RYE GRASS OR REDTOP 5 ALT. B CREEPING RED FESCUE 20 REDTOP 2 TALL FESCUE/SMOOTH BLOOMGRASS 20 3. SEEDING 3.1. PREPARE SEED BED BY RAKING TO REMOVE STONES, TWIGS, ROOTS AND OTHER FOREIGN MATERIAL. 3.2. APPLY SOIL AMENDMENTS AND INTEGRATE INTO SOIL. 3.3. APPLY SEED UNIFORMLY BY CYCLONE SEEDER CULTI-PACKER OR HYDRO-SEEDER AT RATE INDICATED. 3.4. STABILIZE SEEDED AREAS IN DRAINAGE SWALES. 3.5. IRRIGATE TO FULLY SATURATE SOIL LAYER, BUT NOT TO DISLODGE PLANTING SOIL. 3.6. SEED BETWEEN APRIL 1ST AND MAY 15TH OR AUGUST 15TH AND OCTOBER 15TH. 3.7. SEEDING MAY OCCUR MAY 15TH AND AUGUST 15TH IF ADEQUATE IRRIGATION IS PROVIDED. TEMPORARY VEGETATIVE COVER: SITE PREPARATION: 1. INSTALL EROSION CONTROL MEASURES. 2. SCARIFY AREAS OF COMPACTED SOIL. 3. FERTILIZE WITH 10-10-10 AT 400/ACRE. 4. LIME AS REQUIRED TO PH 6.5. SEED SPECIES: MIXTURE LBS./ACRE RAPIDLY GERMINATING ANNUAL RYEGRASS 20 (OR APPROVED EQUAL) PERENNIAL RYEGRASS 20 CEREAL OATS 36 SEEDING: SAME AS PERMANENT VEGETATIVE COVER INSP. INSP. WHEEL CLEANER INLET PROTECTION SILT FENCE CLEAN/ REPLACE INSP.INSP. CLEAN REPLACE REPLACECLEAN DAILY WEEKLY MONTHLY AFTER RAINFALL NECESSARY TO MAINTAIN FUNCTION MAINTENANCE SCHEDULE: CONTRACTOR CERTIFICATION STATEMENT Certification Statement - All contractors and subcontractors as identified in a SWPPP, by the Owner or Operator, in accordance with Part III.A.5 of the SPDES General Permit for Stormwater Runoff from Construction Activity, GP-0-15-002, dated January 12, 2015, Page 10 of 40, shall sign a copy of the following Certification Statement before undertaking any construction activity at the Site identified in the SWPPP: "I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the Qualified Inspector during a site inspection. I also understand that the Owner or Operator must comply with the terms and conditions of the New York State Pollutant Discharge Elimination System ("SPDES") General Permit for Stormwater Discharge from Construction Activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings." Individual Contractor: Name and Title (please print): Signature of Contractor: Company / Contracting Firm: Name of Company: Address of Company: Telephone Number / Cell Number: Site Information: Address of Site: Today's Date: OWNER / OPERATOR CERTIFICATION "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. Further, I hereby certify that the SWPPP meets all Federal, State, and local erosion and sediment control requirements. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law." Name (please print): Title: Date: Address: Phone: E-mail: Signature: CONSTRUCTION SEQUENCE: Refer to the Plan Set for all plans and details which relate to Construction Sequence. 1. Prior to the beginning of any site work the major features of the construction must be field staked by a licensed surveyor. These include the building, limits of disturbance, utility lines, and stormwater practices. 2. Prior to the start of the project, an on-site pre-construction meeting will be held. this will be attended by the project owner, the operator responsible for complying with the approved construction drawings including the erosion and sediment control (E&SC) plan and details, the design engineer, the engineer responsible for E&SC monitoring during construction, town representatives from the engineering department and code enforcement. 3. A licensed surveyor must define infrastructure locations, limits of disturbance, stormwater basin limits, and grades in the field prior to start of any construction. Limits of disturbance shall be marked with the installation of construction fence or approved equal. The extents of the stormwater management system shall be cordoned off to minimize the disturbance on this area. 4. Install all perimeter erosion control measures, construction entrance as shown on the Erosion and Sediment Control Plan and the associated Details. Install silt fencing at the bottom of slopes. The standards established in Part 1.B 1.b of the GP-015-002 included in appendix B of this SWPPP must be adhered to. 5. Strip site, clear vegetation, and place topsoil in stockpile locations shown on the plan. 6. Begin rough grading the site. Contractor to limit exposure of denuded soils by providing temporary stabilization for work areas that will remain undisturbed for over seven (7) days. Chipped rock that is not suitable to remain on site shall be hauled away and properly disposed of. An area has been provided for the stockpiling of removed soil and rock which is to be removed from the site. 7. Rough grade building, driveway, and parking area. 8. Begin construction of building. 9. Begin the excavation and installation of the stormwater management system. Protect trenches and open excavations from erosion. Entry into the system shall be blocked off until site has reached final stabilization. Once system has been installed, backfill, seed where necessary, and reinstall measures to cordon off the system from disturbance. 10. Begin installation of drainage system. Drainage shall be installed working downstream to up. 11. During site construction maintain and re-establish as required erosion control and stabilization measures as required by the site plan and details. 12. Excavate to the sub-grade level. Scarify the existing soil to a depth of 12-inches by rototilling or other means acceptable to the Engineer. Install all courses of stone as per the specifications given on the Plan. 13. Install base course of Item 4 in all pavement areas. Stabilize all open areas with seed and mulch. 14. Construct remainder of building, driveway and parking areas. First install curbs, asphalt binder, and concrete sidewalk. Once binder course is installed, drainage outlet may be unblocked. 15. Backfill curbs, grade, place final soil topping and put in place permanent vegetative cover over all disturbed areas, landscape beds, slopes, etc. 16. Once site stabilization has taken place (An area shall be considered to have achieved final stabilization when it has a minimum uniform 80% perennial vegetative cover or other permanent non-vegetative cover with a density sufficient to resist accelerated surface erosion and subsurface characteristics sufficient to resist sliding and other movements), remove all temporary erosion and sediment controls, unplug the drainage system to allow runoff to enter the stormwater management system. Winter Stabilization Notes: If construction activities are expected to extend into or occur during the winter season the contractor shall anticipate proper stabilization and sequencing. Construction shall be sequenced such that wherever possible areas of disturbance that can be completed and permanently stabilized shall be done by applying and establishing permanent vegetative cover before the first frost. Areas subject to temporary disturbance that will not be worked for an extended period of time shall be treated with temporary seed, mulch, and/or erosion blankets.19/13/21REVISED BLDG FOOTPRINT22-09-22Sidewalk Revision310-21-24Two Building Plan412-26-24Two Building Plan501-16-25Two Building Plan62-12-25Traffic Improvements82-21-25Traffic changes72-18-25DD Fixtures SheetofYorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -DATE:SCALE:DRAWN BY: No.Revisions:DateComments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDNTSPROJECT #10E&SC DETAILSPREPARED FORENVIROGREEN ASSOCIATESSITE PLAN1851 EAST MAIN STREETWestchester County, New YorkTown of Yorktown2/10/21JR1314-14F:\2014\14-14 ENVIROGREEN ASSOCIATES INC\ENGINEERING\CAD\C3D-14-14 ENVIROGREEN ASSOCIATES INC\14-14 DETAILS 5-25-21.DWG 1/16/2017 3:19:52 PMSILT FENCE DETAIL NOT TO SCALE E-1 WOOD OR METAL DRIVE POSTS AT 8'-0" O.C. MAX. ATTACH SILT FABRIC ON UPHILL SIDE OF POSTS AND BACKFILL OVER FABRIC PROPEX SILT STOP FABRIC OR APPROVED EQUAL SOIL TO BE RETAINED DIG 6"X6" TRENCH INSTALL FABRIC AND BACKFILL NATIVE SOIL EXISTING AREA TO BE PROTECTED FLOW FLOW 10' O.C. MAX.36" MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 16" MIN. HEIGHT OF FILTER ABOVE GROUND 6" MIN. EMBEDMENT PERSPECTIVE VIEW SECTION FLOW WOODEN FENCE POST 4 FT. LENGTH SUPPORT NET FILTER FABRIC ANCHOR FABRIC 6" BELOW EXISTING CHANNEL WHEN CROSSING STREAM CHANNEL3'-0" MIN.1'-0" MIN.ELEVATION PLAN VIEW: JOINING SECTIONS SECTION POSTS FASTENED TOGETHER EMBED FILTER CLOTH MIN. 6" INTO GROUND FLOW UNDISTURBED GROUND NOTES: 1. Filter cloth to be fastened securely to post: steel either t or u type or 2" hardwood posts at top and mid section. 2. When two sections of filter cloth adjoin each other they shall be overlapped by 6 inches and folded. Filter cloth shall be mirafi 100x, stabilinka t140n or approved equal 3. Maintenance shall be performed as needed and material removed when "bulges" develop in the silt fence. 4. Excavate 4 inch trench along the lower perimeter of the site. 5. Unroll a section at a time and position the post against the back (downstream) wall of the trench (net side away from direction of flow). 6. Drive the post into the ground until the netting is approximately 2 inches from the trench bottom. 7. Lay the toe-in flap of fabric onto the undisturbed bottom of the trench, backfill the trench and tamp the soil. Steeper slopes require an intercept trench. 8. Join sections as shown above.20" MIN.16" MIN.SYMBOL INLET PROTECTION DETAILE-3 INLET 3/4" WASHED GRAVEL SURROUNDING INLET 3:1 SLOPE 2:1 SLOPE FLOW PLAN 3/4" WASHED GRAVEL SURROUNDING INLET TEMPORARY SEDIMENT POOL 1 FT MIN 2 FT MAX SUBGRADE SYMBOL SECTION 1' OF GRAVEL FILTER 1 FT TYP 1 FT TYP E-2 EXISTING GRADE COMPACTED SUBGRADE FILTER CLOTH SECTION A-A 3" CLEAN STONE MOUNTABLE BERM (OPTIONAL SEE NOTE 5) 10'-0" MINIMUM WIDTH 6" MIN.EXISTING P A V E M E N T 10'-0"30'-0" MINIMUM EXISTINGPAVEMENT10'-0"12'-0" MINIMUM10'-0"MINIMUMSTART AT EXIST. PAVEMENT PLANSYMBOL INSTALLATION NOTES: 1. Stone size - use 3" min. Stone, or reclaimed or recycled concrete equivalent. 2. Length - as required, but not less than 50 feet (except on a single residence lot where a 30 foot minimum length would apply. 3. Thickness - not less than six (6) inches. 4. Width - 10 foot minimum, but not less than the full width at points where ingress or egress occur. 24 ft if single entrance to site. 5. Surface water - all surface water flowing or diverted toward construction entrances shall be piped across the entrance. If piping is impractical, a mountable berm with 5:1 slopes will be permitted. 6. Maintenance - the entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto public right of way this may require periodic top dressing with additional stone as conditions demand and repair and/or cleanouts of any measures used to trap sediment. All sediment spilled, dropped, washed or tracked onto public right of way must be removed immediately. 7. Washing - wheels shall be cleaned to remove sediment prior to entrance onto public right of way. When washing is required, it shall be done on an area stabilized with stone and which drains into an approved sediment trapping device. 8. Periodic inspection and needed maintenance shall be provided after each rain AA INLET NOT TO SCALE NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE DETAIL CONTRACTOR CERTIFICATION STATEMENT Certification Statement - All contractors and subcontractors as identified in a SWPPP, by the Owner or Operator, in accordance with Part III.A.5 of the SPDES General Permit for Stormwater Runoff from Construction Activity, GP-0-15-002, dated January 28, 2010, Page 10 of 40, shall sign a copy of the following Certification Statement before undertaking any construction activity at the Site identified in the SWPPP: "I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the Qualified Inspector during a site inspection. I also understand that the Owner or Operator must comply with the terms and conditions of the New York State Pollutant Discharge Elimination System ("SPDES") General Permit for Stormwater Discharge from Construction Activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings." Individual Contractor: Name and Title (please print): Signature of Contractor: Company / Contracting Firm: Name of Company: Address of Company: Telephone Number / Cell Number: Site Information: Address of Site: Today's Date: OWNER / OPERATOR CERTIFICATION "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. Further, I hereby certify that the SWPPP meets all Federal, State, and local erosion and sediment control requirements. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law." Name (please print): Title: Date: Address: Phone: E-mail: Signature: SOIL STOCKPILE DETAIL NOT TO SCALE E-5 NOTES: 1. Area chosen for stockpiling operations shall be dry and stable. 2. Maximum slope of stockpile shall be 1:2. 3. Upon completion of soil stockpiling, each pile shall be surrounded with either silt fencing or strawbales, then stabilized with vegetation or covered. 4. See detail for installation of silt fence. STRAWBALES OR SILT FENCE MIN. SLOPEMIN. SLOPE SLOPE OR LESS STABILIZE ENTIRE PILE WITH VEGETATION OR COVER SYMBOL 2 1 SS BOARD FENCE WRAPPED AROUND TRUNK. 1" GAP BETWEEN BOARDS TREE TRUNK ARMOR / TREE PROTECTION DETAIL NOT TO SCALEE-4 NOTES: 1. Contractor shall use the tree trunk armor detail for isolated trees that require protection. 2. As an alternate, the contractor may protect trees in the vicinity of regular heavy traffic / construction areas or clusters of trees to be protected as per the construction fence detail. SMALL FEEDER ROOTS AT EDGE OF BRANCH SYSTEM TEMPORARY ORANGE CONSTRUCTION FENCE SYMBOL 36"Drawing Not To Scale Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. A B C A B C CRITICAL POINTS A. Overlaps and Seams B. Projected Water Line C. Channel Bottom/Side Slope Vertices Load Bearing Plate Tendon Anchor Head (Load-Locked Position)Embedment(As Designed) NOTES: * The performance of ground anchoring devices is highly dependent on numerous site/project specific variables. It is the sole responsibility of the project engineer and/or contractor to select the appropriate anchor type and length. Anchoring shall be selected to hold the mat in intimate contact with the soil subgrade and resist pullout in accordance with the project's design intent. * Anchor Pattern Guide can vary based on earth anchor and blanket selection. * If desired, the system can be soil-filled and sodded after TRM installation. Sod should be staples/staked according to plan specifications. Earth Anchor Detail 2"-5" (5-12.5cm) 3.3' (1m) 6' (1.8m) 3' (0.9m) 4' (1.2m) 1.6' (0.5m) 2' (0.6m) 0.7 Anchors per SQ.YD. (0.8 Anchors per SQ. M.) A B C D 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 6' (1.8m) 3.3' (1m) 3.3' (1m) 3' (0.9m) 3.3' (1m) 3.3' (1m)1.6' (0.5m) 3' (0.9m) 1.5'(0.45m) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 1.15 Anchors per SQ.YD. (1.35 Anchors per SQ. M.) 1.7 Anchors per SQ.YD. (2.0 Anchors per SQ. M.) 2.3 Anchors per SQ.YD. (2.7 Anchors per SQ. M.)Steep SlopesShallow SlopesChannel & Shoreline Slopes 2:1 3:1 1.6' (0.5m) 0.7 Anchors/SQ.YD.(0.8 Anchors/SQ. M.) 1.15 A n c h o r s / S Q . Y D . ( 1 . 3 5 A n c h o r s / S Q . M . ) 1.7 A n c h or s/ S Q. Y D.( 2. 0 A n c h or s/ S Q. M. )2.3 Anchors/SQ.YD.(2.7 Anchors/SQ. M.)1:1 Drawn on: 01-28-13 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-772-2040 www.tensarnagreen.com SLOPE INSTALLATION EARTH ANCHOR (EA) DETAIL *NOTE: In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the HP-TRMs. 1. Prepare soil before installing high-performance turf reinforcement mats (HP-TRMs), including any necessary application of lime, fertilizer, and seed. 2. Begin at the top of the slope by anchoring the HP-TRMs in a 6” (15 cm) deep x 6” (15cm) wide trench with approximately 12” (30 cm) of HP-TRMs extended beyond the up-slope portion of the trench. Anchor the HP-TRMs with a row of staples and anchors approximately 12” (30 cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to compacted soil and fold remaining 12” (30 cm) portion of HP-TRMs back over seed and compacted soil. Secure HP-TRMs over compacted soil with a row of staples/stakes spaced approximately 12" (30 cm) apart across the width of the HP-TRMs. 3. Roll the HP-TRMs (A) down or (B) horizontally across the slope. HP-TRMs will unroll with appropriate side against the soil surface. All HP-TRMs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. 4. The edges of parallel HP-TRMs must be stapled with approximately 2" - 5" (5-12.5cm) overlap depending on the HP-TRM type. 5. Consecutive HP-TRMs spliced down the slope must be end over end (Shingle style) with an approximate 3"(7.5cm) overlap. Staple through overlapped area, approximately 12"(30cm) apart across entire HP-TRM width. SLOPE INSTALLATION EARTH ANCHOR (EA) DETAIL Drawing Not To Scale 3B 1 3A *NOTE: In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the HP-TRMs. 2 30"(76.2cm) 12" (30cm) 12" (30cm) 4" (10 cm) 4 Earth Anchor Earth Anchor Staples/Stakes Drawn on: 01-28-13 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-772-2040 www.tensarnagreen.com 1. Prepare soil before installing high-performance turf reinforcement mats (HP-TRMs), including any necessary application of lime, fertilizer, and seed. 2. Begin at the top of the slope by anchoring the HP-TRMs in a 12” (30 cm) deep x 12” (30cm) wide trench with approximately 30” (76.2 cm) of HP-TRMs extended beyond the up-slope portion of the trench. Anchor the HP-TRMs with an alternating row of staples and anchors approximately 30” (76.2 cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Fold remaining 30” (76.2 cm) portion of HP-TRMs back over compacted soil. Secure HP-TRMs over compacted soil with an alternating row of staples/anchors spaced approximately 18" (45 cm) apart across the width of the HP-TRMs. 3. Roll the HP-TRMs (A) down or (B) horizontally across the slope. HP-TRMs will unroll with appropriate side against the soil surface. All HP-TRMs must be securely fastened to soil surface by placing staples/anchors in appropriate locations as shown in the staple pattern guide. 4. The edges of parallel HP-TRMs must be stapled between earth anchors with approximately 4" (10 cm) overlap depending on the HP-TRM type. For curved sections, adjust the overlap edges of parallel HP-TRMs accordingly with a minimum of 4" (10 cm) overlap to accommodate transitional segments.19/13/21REVISED BLDG FOOTPRINT22-09-22Sidewalk Revision310-21-24Two Building Plan412-26-24Two Building Plan501-16-25Two Building Plan62-12-25Traffic Improvements82-21-25Traffic changes72-18-25DD Fixtures SheetofYorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -DATE:SCALE:DRAWN BY: No.Revisions:DateComments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDNTSPROJECT #11SITE DETAILSPREPARED FORENVIROGREEN ASSOCIATESSITE PLAN1851 EAST MAIN STREETWestchester County, New YorkTown of Yorktown2/10/21JR1314-14F:\2014\14-14 ENVIROGREEN ASSOCIATES INC\ENGINEERING\CAD\C3D-14-14 ENVIROGREEN ASSOCIATES INC\14-14 DETAILS 5-25-21.DWG 1/16/2017 3:19:52 PMNOT TO SCALE TYPICAL DRIVEWAY AND PARKING LOT SECTION VARIES 2% SLOPE 3/4" PE R F T . 2'-0"2'-0" 1 1/2" ASPHALT CONC. NYSDOT ITEM 403.17 8" SUBBASE NYSDOT ITEM 304.05 2 1/2" ASPHALT CONC. NYSDOT ITEM 403.13 COMPACTED SUBGRADE 2% SLOPE 3/4" PE R F T . R-6 R-2 R = VARIES SEE PLAN 8.5' 8.0 FT R = VARIES SEE PLAN "RESERVED PARKING" SIGN R7-8 4" WIDE EPOXY RESIN REFLECTIVE SOLID BLUE LINE, CROSS HATCH AND H.C. SYMBOL (TYP) "NO PARKING ANYTIME" SIGN R7-1 4" WIDE EPOXY RESIN REFLECTIVE SOLID WHITE LINE (TYP) EDGE OF ROADWAY CONCRETE CURB (TYP) NOTE: 1. Handicap parking spaces shall be located as shown on plan. TYPICAL PARKING STALL LAYOUT NOT TO SCALE R-5 NOT TO SCALE CONCRETE SIDEWALK DETAIL A 5' 5' W 3' 4' D 4' 4' D SEE CHART WSEE CHARTSEE CURB DETAIL 6"CONC R E T E C U R B TROWELED CONTROL JOINTS 1/2" x 4" PREMOLDED EXPANSION JOINT @ 15' O.C. GRASS CONCRETE CURB CONCRETESIDEWALKVARIESVARIESPLAN 1/2" PREMOLDED EXPANSION JOINTS @ 10' o.c. GRASS PLAN GRASSVARIESCONCRETESIDEWALKVARIES ROADWAY SUBGRADE MATERIAL UNDER NEW CURB FINISH GRADE WELL COMPACTED SUBGRADE 4" FOUNDATION OF 3/4" CRUSHED STONE (WELL COMPACTED) 4" CONC. SLAB W/6x6x10x10 W.W.M.R.O.W. LINEVARIES GRASSSIDEWALKAS PER PLAN 1" RADIUS SECTION A-A 1/8" / FT. SLOPE A OR B/B BR MT. OH MT. GR. MT.10'-0" MAX4'-0" MIN.(PAV'T. EDGE)7'-0" MIN.MIN. 2'-0" (SEE NOTE 4) GENERAL NOTES: 1. All signage shall be in accordance with the latest edition of the national MUTCD and the N.Y.S Supplement (MUTCD), September 2007, including the following: A. Letter size and series B. Legend and background color C. Reflectivity D. Size of sign 2. The type of characters as specified in the standard specifications shall be as follows: MUTCD CODE LETTER TYPE OF CHARACTER G.I. TYPE IV R.P.W.M. TYPE IV OR V. 3. Sign locations as shown on plans are approximate. The Contractor shall relocate existing signs and install new signs in accordance with the MUTCD, latest edition. The Contractor shall contact the Town Engineer to discuss/resolve problem areas. 4. Except where otherwise specified, parking signs shall be placed facing approaching traffic at an angle of between 30 and 45 degrees with the line of traffic flow. Parking signs shall be placed at each end of a regulation (single-headed arrows) and, within the regulation (double-headed arrows), at intervals not to exceed 200 ft 5. Where new signs are installed the Contractor shall affix a label to the back of the sign panel. This label will show the date of installation and identification numbers. 6. Placement of W3-17 sign is prescribed in the General Municipal Law. TWO WAY DRIVEWAY 12 INCH WIDTH (WHITE) R1-1 EQUAL EQUAL CURB ROADWAY ELEVATION TYPICAL INSTALLATION GUIDELINES APPROXIMATE LOCATION OF SIGN GROUND MOUNTED OVERHEAD MOUNTED BRIDGE MOUNTED BACK TO BACK DESCRIPTIONSYMBOL PLAN SIGN M.U.T.C.D. NUMBER SIZE OF SIGN TYPE OF MOUNT M.U.T.C.D. NUMBERSIGN SIZE OF SIGN TYPE OF MOUNT R1-1 30" X 30"GR. MT.P1-2 12" X 18"GR. MT. GR. MT.12" X 18"R7-8 TRAFFIC SIGN DETAIL NOT TO SCALER-1 18' 8.0 FT 8.0 FT SIDEWALK CURB-RAMP DETAIL NOT TO SCALE 4" 1 1 2 1 2 1121AABB 1/4" /FT. MAX 5' 0 " M I N . CURB SIDEWALK RAMP TYPE "A" CURB E D G E O F P A V E M E N T CURB FLUSH,SMOOTH, TRANSITION SECTION "A - A" EDGE OF SIDEWALK 1:12 SIDE FLARE 5'-0" MIN. RAMP 1:12 SIDE FLARE CURB SECTION "B - B" PAVEMENT SURFACE RAMP 36 ' 1 12 1 2 1 DD4" C C 5'-0" MIN.RAMPRAMP SECTION "D - D" 1/4" /FT. MAX. 5'-0" MIN. CURB E D G E O F P A V E M E N T FLUSH,SMOOTH, TRANSITION SLOPE EARTH TO MEET SIDEWALK CURB (OPTIONAL) PAVEMENT SURFACE SECTION "C - C" CURB 1:121:12 CURB SIDEWALK RAMP TYPE "B" TYPICAL CROSSWALK MARKINGS (SEE NOTE #9) CURB (OPTIONAL AT BACK OF SIDEWALK)5' SID E W AL K 1/4" / F T . 1/4" / F T .5' SID E W AL K 5'-0" M I N . NOTES: GENERAL: 1. Sidewalk curb ramp type and location are as shown on the plans or as directed. 2. All sidewalk curb ramp types may be used as straight or curved curb sections. 3. Sidewalk curb ramp types may be different at each location within an intersection. SIDEWALK CURB RAMP CRITERIA: 4. The maximum slope of a sidewalk curb ramp shall be 1:12. 5. The maximum width of a sidewalk curb ramp shall be five feet. Exclusive of flared sides. 6. All sidewalk curb ramps shall have flush, smooth transitions to the adjacent street or highway surface. SURFACE FINISH: 7. The surface of all sidewalk curb ramps shall be stable, firm, and slip resistant (E.G. A coarse broom finish perpendicular to the ramp slope is acceptable on cement concrete curb ramps.) 8. All proposed sidewalk curb ramps shall have a detectable warning surface installed from the back of the curb for a distance of 2 feet in the direction of travel on the ramp and extending the full width of the ramp, excluding the ramp sides or flares. The detectable warning surface shall comply with the requirements of section 4.29.2 of the Americans with Disabilities Act accessibility guidelines (ADAAG). SIDEWALK CURB RAMP PLACEMENT: 9. At a corner, where the curb radius is 25-feet or less, a single ramp (either type a or b) located diagonally can often serve crosswalks in two directions. However, a single ramp shall only be used where there is a minimum clear space of 48" falling entirely within the projection of the intersection curbs (see figure 1). Where the radius exceeds 25' or the minimum 48" clear space is not achievable, then separate ramps should be provided for each crosswalk. PAVEMENT MARKINGS AT CROSSWALKS: 10. Sidewalk curb ramps at marked crossings shall be wholly contained within the markings excluding any flared sides. 11. At a corner where a single ramp (either type a or b; located diagonally serves two crosswalks, this shall be a 48" minimum clear space at the ramp bottom wholly contained within the intersection crosswalk markings. 12. Where stop lines are necessary, they shall be located in advance of sidewalk curb ramps. UTILITIES - DRAINAGE INLETS OR GRATES: 13. Where feasible, provide for drainage inlets or grates immediately upstream from the curb ramps. Reticuline or rectangular drainage grates are to be used in the area of curb ramps. 14. Do not place signal poles, sign posts, utility poles, fire hydrants, etc., within the ramp or side flare areas. R-4 PAINTED CROSS WALK 36 ' 1 12 TYPICAL CROSSWALK MARKINGS WHITE EPOXY PAINT SIDEWALK RAMP-SEE DETAIL SID E W AL K VARI E S 2'-6" SPA C I N G 12" DRI V E W A Y VAR I E S6' CRO S S W AL K NOT TO SCALER-3 TRASH ENCLOSURE DETAIL NOT TO SCALE S-1 SLOPE 2% MIN 6' HIGH CHAIN LINK FENCE (2) 6"Ø CONCRETE FILLED STEEL BOLLARDS 6'-0" A.F.G. (TYP.) CONCRETE SLAB ON GRADE (SEE FRONT ELEVATION) 4"Ø FENCE POSTS (TYP.) LOCKABLE BLACK VINYL CHAIN LINK GATES (TYP.)10 FT MIN. OR AS REQUIREDTO ACCOMMODATE SIZE OFCONTAINER10 FT MIN. OR AS REQUIRED TO ACCOMMODATE SIZE OF CONTAINER PLAN 6" TYP 1 FT MIN. 2 FT MAX. TYP LOCKABLE BLACK VINYL CHAIN LINK GATES (TYP.) FRONT ELEVATION 4"Ø FENCE POSTS BLACK VINYL CHAIN LINK FENCE (TYP.) 12"Ø BOLTS (TYP.) 14" THICK BASE PLATE (TYP.) 18" 6" 6" OF 3 4" WASHED GRAVEL COMPACTED SUBGRADE 2 LAYERS OF 6" X 6" -10 10 WWF REINFORCEMENT SIDE ELEVATION 4"Ø FENCE POSTS 12"Ø BOLTS (TYP.) 14" THICK BASE PLATE (TYP.) 18" 6" 6" OF 3 4" WASHED GRAVEL COMPACTED SUBGRADE 2 LAYERS OF 6" X 6" -10 10 WWF REINFORCEMENT BLACK VINYL CHAIN LINK FENCE (TYP.) (3/8" MIN) TRUSS ROD BRACE NO. 6 COILED SPRING REINFORCING WIRE STRETCHER BAR STRETCHER BAR 3 #4 BARS CONTINUOUS 3 #4 BARS CONTINUOUS R3-15 24" X 24"GR. MT. 2" 2" 6" 2'-6" 5'-0" MIN. 2'-6" MIN. 6'-0" o.c. (TYP.)3"6"3"2"4" END POST CONNECTION DETAIL INTERMEDIATE POST CONNECTION DETAIL RAIL SPLICE CONNECTION DETAIL 2" RECESS PLANK 1" INTO POST (TYP) 4" 2"2" 4"4"4"4"2"2"4" 4-5/8"Ø GALVANIZED STEEL BOLTS W/1-1/2" GALV. WASHERS (TYP. RECESSED) 3"x8"x12'-0" PLANK (PRESSURE TREATED) FINISHED GRADE AT POSTS ELEVATION 8" SQUARE PRESSURE TREATED WOOD POST (TYP.)CURBSECTION TIMBER GUARDRAIL DETAIL NOT TO SCALER-7 3"6"3"3"6"3"GR. MT.12" X 18"R3-12 (L) R3-13 (R)19/13/21REVISED BLDG FOOTPRINT22-09-22Sidewalk Revision310-21-24Two Building Plan412-26-24Two Building Plan501-16-25Two Building Plan62-12-25Traffic Improvements82-21-25Traffic changes72-18-25DD Fixtures SheetofYorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -DATE:SCALE:DRAWN BY: No.Revisions:DateComments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDNTSPROJECT #12UTILITY DETAILSPREPARED FORENVIROGREEN ASSOCIATESSITE PLAN1851 EAST MAIN STREETWestchester County, New YorkTown of Yorktown2/10/21JR1314-14F:\2014\14-14 ENVIROGREEN ASSOCIATES INC\ENGINEERING\CAD\C3D-14-14 ENVIROGREEN ASSOCIATES INC\14-14 DETAILS 5-25-21.DWG 1/16/2017 3:19:52 PMSEWER CONNECTION TO PROPOSED MAIN-LINE DETAIL NOT TO SCALE NOTES: 1. Provide cleanouts as required (see detail). 2. Contractor to follow manufacture's installation guide. 3. The contractor shall be responsible for protecting all persons during construction from harm in accordance with all applicable codes, rules & regulations, standards and good practices. 4. Contractor to notify Village 48 hours in advance for trench inspection. 5. All fittings to be white H.D. as manufactured by GPK Products Inc. or approved equal. 6. For backfilling requirements of sewer service see "Sewer Main/Sewer Service Trench Detail".FROM PROPOSEDRESIDENCEPROPOSED 6" PVC SDR-35 OR DIP SANITARY SEWER SERVICE LATERAL CONNECTION 6" X 8" WYE SADDLE AS REQ'D BY THE VILLAGE ENGINEER EXISTING 8"Ø SANITARY SEWER MAIN FLOW FLOW PLAN 6" MIN. BED OF 3/4" WASHED GRAVEL OR CRUSHED STONE UNDER SEWER SERVICE LINE AND ABOVE PIPE 30° OR 45° BEND PROPOSED 6" PVC SDR-35 OR DIP SANITARY SEWER SERVICE LATERAL CONNECTION (2.0% - MIN. PITCH) 3/4" WASHED GRAVEL OR CRUSHED STONE ALL AROUND UNDISTURBED OR COMPACTED EARTH EXISTING 8"Ø SANITARY SEWER MAIN SECTION 45° MAX.6"MIN.MIN 1/ 4 " P E R F T ( 2 % ) FROM P R O P O S E D RESID E N C E WATER SERVICE CONNECTION DETAIL NOT TO SCALE 4" CLASS A CONCRETE PAD IN LAWN AREA FOR PAVEMENT APPLICATIONS SET FLUSH WITH FINISHED GRADE. 4" TOP SOIL AND SEED ADJUSTABLE CURB BOX MUELLER H-10350 BUFFALO TYPE OR APPROVED EQUAL AS PER VILLAGE SPECIFICATIONS CURB STOP AND DRAIN MUELLER H-15210 OR APPROVED EQUAL AS PER VILLAGE SPECIFICATIONS CORPORATION STOP MUELLER H-15000 OR APPROVED EQUAL AS PER VILLAGE SPECIFICATIONS TYPE "K" COPPER PIPE (SEE PLAN FOR SIZE) 6"Ø WATER MAIN (SEE PLAN FOR SIZE) FINISHED GRADE SLOPE SLOPE BRICK BLOCKING 1'-6" 4'-0" MIN. COVER PERSPECIFICATIONS1/4 CUBIC YARD OF CRUSHED STONE UNDER DRAIN OPENING 6" X 8" WYE SADDLE AS REQ'D BY THE VILLAGE ENGINEER S-2 W-1 STORM PIPE BEDDING DETAIL NOT TO SCALE D-4 DIA. VARIES PAVEMENT FINISHED GRADE. SEE DRIVEWAY DETAIL FOR NEW INSTALLATIONS. SEE PAVEMENT REPLACEMENT DETAIL FOR INSTALLATIONS UNDER EXISTING ROADWAYS. FINISH GRADE 2'-0" MINCOVER1'-0"1'-0"42" MIND/2CLEAN FILL BEDDING MATERIAL SEE NOTES APPROVED SUB GRADE 8" MIN - IF GROUND WATER TABLE S ENCOUNTERED NOTES: 1. Pipe shall be laid and connected in the bedding which shall consist of: A. Compacted existing subsoil when laid above ground water or; B. 3/4" crushed stone when laid below ground water. 2. If subsoil is determined to be unsuitable by the Engineer, all unsuitable material shall be removed for at least 2'-6" below the pipe invert or twice the pipe diameter, whichever is greater, and replaced with compacted bedding material. D-3 NOTES: 1. Where depth of catch basin exceeds 10 ft, inside dimensions shall be 48" x 48". 2. Top of basin shall be built with precast concrete structural slab designed for H-20 loading. SET FLUSH WITH PAVEMENT FINISHED GRADE SEE PLAN FOR PIPE MATERIAL CUT PIPE FLUSH WITH WALL PRECAST CATCH BASIN - DRAIN INLET DETAIL NOT TO SCALE 6"18"6"6"18"6"PLAN CAST IRON FRAME & GRATE MANUFACTURED BY CAMPBELL FOUNDRY HEAVY DUTY BIKE SAFE MODEL NO. 3408 OR APPROVED EQUAL BRICK LEVELING COURSE (12" MAX) PRECAST CONC. BASIN WITH 18" SUMP CAST IRON OR POLYPROPYLENE COATED STEEL STEPS AT 12" O.C. REINFORCEMENT AS REQUIRED FOR PRE CAST CONCRETE STRUCTURE 15"MAX6"24" MIN.SUMP2' MIN. COVER6"18"W x 18" L 6" SECTION APPROVED SUB GRADE 6" OF 3/4" CRUSHED STONE SEE PLAN OR PROFILE FOR PIPE INVERT FILLER JOINT HOODED OUTLET WHERE REQUIRED SEE PLAN FOR PIPE MATERIAL SET FLUSH WITH PAVEMENT FINISHED GRADE NOTES: 1. Where depth of catch basin exceeds 10 ft, inside dimensions shall be 48" x 48". 2. Catch basin covers and structures shall meet or exceed A.S.T.M. and O.S.H.A. requirements. 3. Pre-cast sections shall be in accordance with "Pre-cast Reinforced Manhole Sections", A.S.T.M. Designation C-478, latest revision. Minimum compressive strength shall be 4000 psi. Structures shall be rated for H-20 vehicle loading. FACE OF CURB PROVIDE 1/2" EXPANSION & BITUMINOUS SEAL WHERE CURB MEETS FRAME CAST IRON FRAME & GRATE MANUFACTURED BY CAMPBELL FOUNDRY 2'-6" x 4'-0" HEAVY DUTY BIKE SAFE MODEL NO. 2617 WITH CURBS MODEL NO. 3408 WITHOUT CURBS OR APPROVED EQUAL BRICK LEVELING COURSE (12" MAX) CUT PIPE FLUSH WITH WALL PRECAST CONC. BASIN WITH 18" SUMP CAST IRON OR POLYPROPYLENE COATED STEEL STEPS AT 12" O.C. REINFORCEMENT AS REQUIRED FOR PRE CAST CONCRETE STRUCTURE 6" OF 3/4" CRUSHED STONE JOINT FILLER SEE PLAN OR PROFILE FOR PIPE INVERT D-1 NOT TO SCALE TYPICAL CATCH BASIN DETAIL6"4'-0"6"6"2'-6"6" PLAN2' MIN.COVER6"2'-6"W x 4'-0" L 6"18" MIN.SUMP15"MAX6" APPROVED SUB GRADE SECTION ROOF & FOOTING DRAIN CONNECTION DETAIL NOT TO SCALE D-2 BUILDING CORNER GRADE 4" PVC ROOF DRAIN 6" HDPE ROOF DRAIN PARKING LOT 12" MIN. SLOPE 1% MIN SLOPE 2% MIN 4" HDPE FOOTING DRAIN TO CONNECT FOOTING DRAIN INSTALLED BY OWNER HOODED OUTLET WHERE REQUIRED NOT TO SCALE GRAVITY SEWER LATERAL CLEAN-OUT DETAILS-1 ACCESS FRAME & COVER DETAIL FOR CLEANOUT UNDER PAVEMENT MIN 6" THICK CONCRETE PAD TO EXTEND MIN. 12" AROUND ALL SIDES OF ACCESS FRAME FINISHED GRADE 6" DIA. PVC THREADED CAP AT GRADE 6" DIA. PVC SDR-35 6" x 6"Ø "Y" BRANCH CAPPED END SEE PLAN FOR INVERT 6" DIA. PVC SDR-35FLOW6" DIA. PVC SDR-35 SEWER CLEANOUT DETAIL AT GRADE UNDISTURBED EARTH 6" - 3/4" CRUSHED STONE 6" DIA. PVC THREADED CAP PAVEMENT ACCESS FRAME & COVER PATTERN NUMBER 4153 AS MANUFACTURED BY CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL NOTES: 1. Clean-outs shall be spaced at minimum 50 ft intervals and/or at all changes in vertical and horizontal alignment. 2. All fittings to be white H.D. As manufactured by GPK Products Inc. or approved equal.12"12" 10"7-1/2"6"16" 1'-0" POROUS PAVEMENT DETAIL NOT TO SCALESW-4 FILTER FABRIC UNCOMPACTED SUBGRADE 4" ASPHATL MIX 1 2" NOMINAL MAX. AGGREGATE SIZE > 18% AIR VOID DRAINDOWN < 0.3% 8 IN. DEEP BED OF AASHTO NO. 2 (1-1/2" - 2-1/2") STONE AGGREGATE DOUBLE WASHED FOR WATER STORAGE 4" LAYER 1/2" - 1-1/2" DOUBLE-WASHED STONE AASHTO NO. 57 POROUS ASPHALT TYPICAL SECTION 6" CONCRETE CURB (SEE DETAIL) 6" DROP CURB SECTION. SEE PLAN FOR LOCATION. CURB SHALL BE SET FLUSH WITH ADJACENT GRADE NOTES: 1. Limits of area designated for installation of porous pavement system shall be as shown on the plans. 2. Owner shall have the option of installing either permeable pavers or porous asphalt constructed tot he specifications above. SW-4 18" FILTER MEDIA 12" GRAVEL LAYER UNDISTURBED EXISTING SOIL RAINGARDEN DETAIL NOT TO SCALE 6" PVC PERFORATED PIPE SIDEWALK 6" PVC STAND PIPE Stormwater Raingarden growing medium should allow an infiltration rate of 2" per hour, and 5" an hour for the drainage layer. Soil compaction must be no greater than 85% in the planter. The growing medium depth for a flow-through stormwater raingarden should be at least 18". Should be a uniform mix of 70% sand (100% passing the 1" sieve and 5% passing the No. 200 sieve) and 30% topsoil with an average of 5% organic material such as compost or peat, free of stones, roots and woody debris and animal waste. The drainage layer should have a minimum depth of 12 inches. Drainage layer should be clean gravel or sand with 100% passing the 1-inch sieve and 5% passing the No. 200 sieve. 6" MAX HEIGHT OF PONDING NOTE: PLANT SELECTION SHALL BE DETERMINED BY LANDSCAPE ARCHITECT. FILTER SOIL SPECIFICATIONS: SOIL SHALL BE A 50/50 MIX OF SAND AND PEAT OR LEAF COMPOST. PLANT SPECIFICATIONS: PLANTING INFORMATION SEE TABLE H-5 IN THE STORMWATER POLLUTION PREVENTION PLAN 4 OZ. FILTER FABRIC 2" - 3" MULCH LAYER OUTLET AS PER PLAN 3" 6" HDPE NYOPLAST DOMED DRAIN INLET 3"4'-8"2'-6" MIN.SQUARE OFFFOUNDATION12"1" GROUT MIN. NOTE:2'-0"16'-0"18'-0" (MAX)3/4" DIA. x 17" GALV. ANCHOR BOLTS SEE LIGHTING PLAN FOR ADDITIONAL BASE PLATE INFORMATION. COORDINATE BOLT PATTERN WITH POLE BASE. SEE LIGHTING PLAN FOR SPECIFICATIONS 8" DIA. BOLT CIRCLE 5"DIA. STEEL POLE BASE PLATE VERIFY BASEPLATE PRIOR TO SETTING ANCHOR BOLTS 1. CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO INSTALLATION. FOUNDATION DESIGN IS BASED ON A 2,000 PSF SOIL BEARING CAPACITY SEE LIGHTING PLAN FOR SPECIFICATIONS 1/2" DIA. CONDUIT STUB-UP (PROVIDE '2' EA. SIDE WHERE NECESSARY) TYPICAL POLE FOUNDATION 4,000 PSI CONCRETE (5) #2 TIES @ 12" O.C. (4) # 4 VERTICAL ONE AT EACH CORNER 1'-4" SQUARE OR 1'-6" DIAMETER CONCRETE CURB LIGHT POLE BASE DETAIL NOT TO SCALES-4 19/13/21REVISED BLDG FOOTPRINT22-09-22Sidewalk Revision310-21-24Two Building Plan412-26-24Two Building Plan501-16-25Two Building Plan62-12-25Traffic Improvements82-21-25Traffic changes72-18-25DD Fixtures SheetofYorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -DATE:SCALE:DRAWN BY: No.Revisions:DateComments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDNTSPROJECT #13STORMWATER DETAILSPREPARED FORENVIROGREEN ASSOCIATESSITE PLAN1851 EAST MAIN STREETWestchester County, New YorkTown of Yorktown2/10/21JR1314-14F:\2014\14-14 ENVIROGREEN ASSOCIATES INC\ENGINEERING\CAD\C3D-14-14 ENVIROGREEN ASSOCIATES INC\14-14 DETAILS 5-25-21.DWG 1/16/2017 3:19:52 PMPOROUS PAVEMENT DETAIL NOT TO SCALESW-4 FILTER FABRIC UNCOMPACTED SUBGRADE 4" ASPHATL MIX 1 2" NOMINAL MAX. AGGREGATE SIZE > 18% AIR VOID DRAINDOWN < 0.3% 8 IN. DEEP BED OF AASHTO NO. 2 (1-1/2" - 2-1/2") STONE AGGREGATE DOUBLE WASHED FOR WATER STORAGE 4" LAYER 1/2" - 1-1/2" DOUBLE-WASHED STONE AASHTO NO. 57 POROUS ASPHALT TYPICAL SECTION 6" CONCRETE CURB (SEE DETAIL) 6" DROP CURB SECTION. SEE PLAN FOR LOCATION. CURB SHALL BE SET FLUSH WITH ADJACENT GRADE NOTES: 1. Limits of area designated for installation of porous pavement system shall be as shown on the plans. 2. Owner shall have the option of installing either permeable pavers or porous asphalt constructed tot he specifications above. SW-2 18" FILTER MEDIA 12" GRAVEL LAYER UNDISTURBED EXISTING SOIL RAINGARDEN DETAIL NOT TO SCALE 6" PVC PERFORATED PIPE SIDEWALK 6" PVC STAND PIPE Stormwater Raingarden growing medium should allow an infiltration rate of 2" per hour, and 5" an hour for the drainage layer. Soil compaction must be no greater than 85% in the planter. The growing medium depth for a flow-through stormwater raingarden should be at least 18". Should be a uniform mix of 70% sand (100% passing the 1" sieve and 5% passing the No. 200 sieve) and 30% topsoil with an average of 5% organic material such as compost or peat, free of stones, roots and woody debris and animal waste. The drainage layer should have a minimum depth of 12 inches. Drainage layer should be clean gravel or sand with 100% passing the 1-inch sieve and 5% passing the No. 200 sieve. 6" MAX HEIGHT OF PONDING NOTE: PLANT SELECTION SHALL BE DETERMINED BY LANDSCAPE ARCHITECT. FILTER SOIL SPECIFICATIONS: SOIL SHALL BE A 50/50 MIX OF SAND AND PEAT OR LEAF COMPOST. PLANT SPECIFICATIONS: PLANTING INFORMATION SEE TABLE H-5 IN THE STORMWATER POLLUTION PREVENTION PLAN 4 OZ. FILTER FABRIC 2" - 3" MULCH LAYER OUTLET AS PER PLAN 3" 6" HDPE NYOPLAST DOMED DRAIN INLET 3" RIP-RAP SWALE DETAIL NOT TO SCALE SYMBOL RR 12" BOTTOM WIDTH 6" NOTES: 1. The foundation area shall be cleared of trees, stumps,sod, loose rock, or other objectionable materials. 2. The cross section shall be excavated to the neat lines and grades shown on the plans. Over excavated areas shall be backfilled with moist soil compacted to the density of the surrounding material. 3. Filter, bedding, and rock riprap shall be placed to line and grade in the manner specified. 4. No abrupt deviations from design grade or horizontal alignment shall be permitted. 5. Construction operations shall be done in such a manner that erosion, air and water pollution will be minimized and held within legal limits. All disturbed areas shall be vegetated or otherwise protected against soil erosion. MIN. 12" THICK STONE LAYER 3" - 8" STONE RIP-RAP d50 = 6" dMAX = 8" FILTER FABRIC TURN DOWN 6" AT ENDS 12" DEEP SW-3 1'-6" 4H 1V 9 FT WIDE 1V 4H 1 YEAR STORM WATER ELEVATION 446.17 3:1 SIDE SLOPE TOP OF BERM 447.85 GRASS LINED BERM SEE PLANTING PLAN FOR DETAILS CREEPING BENTGRASS ROUGHBLUEGRASS MEADOW FOXTAIL DEERTONGUE AGROSTIS STOLONIFERA POA TRIVIALS PANICUM CLANDESTINUM NORTHEAST WETLAND GRASS SEED MIX ALOPECURUS ARUNDINACEUS AS SUPPLIED BY SOUTHERN TIER CONSULTING, INC. WEST CLARKSVILLE NY (716) 968-8120 APPLY AT 1 LB/3000 SF TEMPORARY VEGETATIVE COVER SPECIFICATIONS FOR DETENTION BASIN SIDE SLOPES NOTES: 1. The basin should be seeded with the temporary seed mix during the construction phase when it is being used as a sediment trap. Once the entire site is stable, the final shaping and preparation of the pocket pond shall be completed. The plantings shall be done at the start of spring or fall wet seasons to insure survival of plant materials. 2. For planting details and specifications, refer plans on sheet 3 of 7, prepared by C & H Environmental, Inc. POCKET WETLAND (W-4) TYPICAL SECTION BOTTOM ELEV.: 441.85 AQUATIC BENCH FOREBAY NOT TO SCALE SW-1 INLET PIPE ELEV.: 445.9 DEEPWATER ZONE 6" MAX. 18" ± PERMANENT WATER ELEVATION 445.85 3:1 SIDE SLOPE 3:1 SIDE SLOPE 100 YEAR STORM WATER ELEVATION 446.67 STONE LINED FOREBAY WEIR TOP OF WEIR 446.85 BOTTOM OF WEIR 445.85 TOP OF BERM 447.85 16' 10 YEAR STORM WATER ELEVATION 446.38 Pickerel Weed (Pontederia cordata) Blue Flag (Iris Versicolor) Redosier Dogwood (Cornus sericea) Shadblow (Amelanchier canadensis) Buttonbush (Cephalanthus occidentalis) Black Chokeberry (Aronia melanocarpa) Inkberry (Ilex glabra) Lizard's Tail (Saururus cernuus) PLANTINGS BUFFER UPLAND White Ash (Fraxinus americana) White Oak (Quercus alba) Tulip Poplar (Lirodendron tulipifera) BUFFER FRINGE Meadowsweet (Spirea latifolia) Rose-Rugosa (Rosa rugosa) Flowering Dogwood (Cornus florida) HIGH MARSH Silky Dogwood (Cornus amomum) LOW & HIGH MARSH Narrowleaf Cattail (Typha angustifolia) Soft Stem Bulrush (Scirpus validus) Swamp Milkweed (Asclepias incarnata) SUGGESTED POCKET WETLAND PLANTINGS Arrow arum (Peltandra virginica) Smartweed (Polygonum spp.) Blue Joint (Calamagrotis canadensis) Yellow Flag (Iris Pseudocorus) Marsh Marigold (Caltha Palustris) MIN. 12" THICK STONE LAYER 3" - 8" STONE RIP-RAP d50 = 6" dMAX = 8" POND BOTTOM ELEV.: 441.85 90° 90 deg ROCK LINED V NOTCH WEIR INV. 445.85 TOP OF BERM 447.85 90° V NOTCH WEIR ELEV.: 447.85 PROPOSED SEDIMENT MARKER 19/13/21REVISED BLDG FOOTPRINT22-09-22Sidewalk Revision310-21-24Two Building Plan412-26-24Two Building Plan501-16-25Two Building Plan62-12-25Traffic Improvements82-21-25Traffic changes72-18-25DD Fixtures PLANNING BOARD TOWN OF YORKTOWN RESOLUTION APPROVING AMENDED SITE PLAN, STORMWATER POLLUTION PREVENTION PLAN, AND WETLAND PERMIT FOR ENVIROGREEN ASSOCIATES, INC. RESOLUTION NUMBER: #__-__ DATE: _________ On motion of _____, seconded by _____, and unanimously voted in favor by _____, the following resolution was adopted: WHEREAS in accordance with the Planning Board's Land Development Regulations, Town of Yorktown Town Code Chapter 195, adopted February 4, 1969 and as amended, a formal application for the approval of a site plan titled “Envirogreen Associates Inc.,” prepared by Site Design Consultants, dated, September 13, 2021, and last revised January 16, 2025 was submitted to the Planning Board on behalf of Richard Cipriani (hereinafter referred to as “the Applicant”); and WHEREAS the property owned by the Applicant is located at 1851 East Main Street, Yorktown Heights, also known as Section 15.16, Block 1, Lots 30 & 31 on the Town of Yorktown Tax Map (hereinafter referred to as “the Property”), and the applicant has represented to this board that they are the lawful owners of the land within said site plan; and WHEREAS pursuant to SEQRA: 1. The action has been identified as an Unlisted action. 2. The Planning Board has been declared lead agency on September 27, 2019. 3. A negative declaration has been adopted on September 23, 2019 on the basis of a Full EAF dated November 14, 2017. WHEREAS following review by the NYS DEC, the Applicant submitted a revised site plan application and Full EAF dated June 18, 2021 on June 30, 2021; and WHEREAS pursuant to SEQRA, the Planning Board hereby adopts a revised Negative Declaration on September 27, 2021 based on a revised Full EAF dated June 18, 2021; and WHEREAS the Applicant has submitted as part of his application the following maps and documents: Site Plans 1. A drawing, Sheet 1 of 13, titled “Site Plan,” prepared by Site Design Consultants, dated February 10, 2021, and last revised January 16, 2025; and 2. A drawing, Sheet 2 of 13, titled “Amended Site Layout Plan,” prepared by Site Design Consultants, dated September 19, 2024, and last revised January 16, 2025; and Envirogreen Associates Inc. Resolution #__-__ Site Plan Approval Page 2 of 6 3. A drawing, Sheet 3 of 13, titled “E&SC Plan,” prepared by Site Design Consultants, dated November 6, 2017, and last revised January 16, 2025; and 4. A drawing, Sheet 4 of 13, titled “Ex Cond,” prepared by Site Design Consultants, dated February 10, 2021, and last revised January 16, 2025; and 5. A drawing, Sheet 5 of 13, titled “Improvement Plan,” prepared by Site Design Consultants, dated February 10, 2021, and last revised January 16, 2025; and 6. A drawing, Sheet 6 of 13, titled “Landscape Plan,” prepared by Frank Giuliano – Landscape Architect, dated November 6, 2017, and last revised January 16, 2025; and 7. A drawing, Sheet 7 of 13, titled “Lighting Plan,” prepared by Site Design Consultants, dated November 6, 2017, and last revised January 16, 2025; and 8. A drawing, Sheet 8 of 13, titled “Profiles,” prepared by Site Design Consultants, dated November 6, 2017, and last revised January 16, 2025; and 9. A drawing, Sheet 9 of 13, titled “Notes,” prepared by Site Design Consultants, dated February 10, 2021, and last revised January 16, 2025; and 10. A drawing, Sheet 10 of 13, titled “E&SC Notes,” prepared by Site Design Consultants, dated February 10, 2021, and last revised January 16, 2025; and 11. A drawing, Sheet 11 of 13, titled “Site Details,” prepared by Site Design Consultants, dated February 10, 2021, and last revised January 16, 2025; and 12. A drawing, Sheet 12 of 13, titled “Utility Details,” prepared by Site Design Consultants, dated February 10, 2021, and last revised January 16, 2025; and 13. A drawing, Sheet 13 of 13, titled “Stormwater Details,” prepared by Site Design Consultants, dated February 10, 2021, and last revised January 16, 2025; and 14. A drawing, titled “Wetland Enhancement/Restoration Area,” prepared by Tim Miller Associates/Wetland Mitigation Inc., and dated June 21, 2021; and Architectural Plans 15. A drawing, Sheet 1 of 2, titled “Floor Plan & Elevations,” prepared by Site Design Consultants, and dated January 10, 2025; and 16. A drawing, Sheet 2 of 2, titled “Floor Plans & Elevations,” prepared by Site Design Consultants, and dated January 10, 2025; and 17. A drawing, Sheet A.0, titled “Conceptual Design,” prepared by Site Design Consultants, and dated January 10, 2025; and Additional Documents & Reports 18. A report, titled “Traffic Impact Study,” prepared by Maser Consulting, P.A., dated and last revised March 31, 2016; and 19. A report titled, “Stormwater Management Plan prepared for Envirogreen Associates, Inc.,” prepared by Site Design Consultants, and dated June 2021; and WHEREAS the proposed architectural concept plans have been reviewed by the Advisory Board on Architecture & Community Appearance (ABACA) and are acceptable to the Board provided a review of the final proposed plans are submitted for review and comment once Envirogreen Associates Inc. Resolution #__-__ Site Plan Approval Page 3 of 6 tenants are selected, as stated in their memo dated September 13, 2021; and WHEREAS the ABACA reviewed the amended site plan and issued a memo dated February 6, 2025; and WHEREAS all signage shown on the building elevation is for example only and no sign areas or details are approved in this resolution; and WHEREAS as per Section §300-21C(12)(A)[1] Stores or Shops for conduct of retail business is an allowed use in the C-3 (Commercial Limited District); and WHEREAS pursuant to Section §300-182A(3)(a) of the Town of Yorktown Town Code, the applicant has provided four (4) parking spaces for every 1,000 square feet of Gross Floor Area thereby requiring a total of 95 parking spaces where 108 are shown on the site plan; and WHEREAS the Applicant is also showing an additional 26 parking spaces that could be constructed should the required parking increase due to a restaurant use occupying a portion of the proposed building; and WHEREAS the Applicant has offered to construct an access from an adjacent parcel known as Section 15.16, Block 1, Lot 32 on the Town of Yorktown Tax Map to the Property in order to facilitate the elimination of left turns from the existing curb cut on Route 6 for Lot 32; and WHEREAS Lot 32 has constructed an access through the rear of their property to traffic from both developments may exit to the traffic signal at Lakeland Street and Route 6; and WHEREAS the Planning Board has referred this application to the following boards and agencies and has received and considered reports of the following: Boards & Agencies Report Date ABACA 04/26/21, 05/10/21, 09/13/21, 2/6/2025 Building Inspector 08/10/15, 06/22/15 Conservation Board 06/26/17, 12/17/15, 10/08/15, 08/07/15, 04/22/21, 07/08/21 Environmental Consultant 01/22/16 Fire Inspector 10/02/15, 06/23/17 Planning Department 06/19/17, 01/22/16, 10/14/15, 09/14/15 U.S. Army Corps of Engineers 10/21/16, 9/13/2023 Town Engineer 06/23/17 Yorktown Water Department 11/22/17 NYS Parks, Rec, Historic Preservation 08/13/15 NYS DOT 11/02/15 Envirogreen Associates Inc. Resolution #__-__ Site Plan Approval Page 4 of 6 NYS DEC 10/27/15, 10/23/15, 12/20/2021, Westchester County Planning Board 10/13/15 WHEREAS the requirements of this Board's Land Development Regulations, Town Code Chapter 195, have been met; and WHEREAS a Public Hearing was held in accordance with §195-39(B)(2) of the Yorktown Town Code on said site plan application at the Town Hall in Yorktown Heights, New York commencing and closing on February 10, 2025; and WHEREAS the Applicant worked with the NYSDEC in order to obtain their approval for a proposed plan however approvals were not granted and after a significant amount of time the Applicant submitted revised plans eliminating intrusion into the wetland and therefore the Planning Board determined to hold a new set of hearings and a Public Informational Hearing was held in accordance with §195-39(B)(1) of the Yorktown Town Code on the said revised site plan application via Zoom video conferencing commencing and closing on March 22, 2021; WHEREAS having reviewed all current site plans, building plans, environmental plans and reports, comments and reports from Town professional staff, the public, and other interested and involved agencies associated with the application before it; and having conducted a public hearing held in accordance with §195-39(B)(2) of the Yorktown Town Code on the said site plan application commencing on August 9, 2021, and continuing and closing on September 13, 2021 at Town Hall in Yorktown Heights, New York; WHEREAS having reviewed all current site plans, building plans, environmental plans and reports, comments and reports from Town professional staff, the public, and other interested and involved agencies associated with the application before it; and having conducted a public hearing held in accordance with §195-39(B)(2) of the Yorktown Town Code on the said site plan application commencing on August 9, 2021, and continuing and closing on February 10, 2025 at Town Hall in Yorktown Heights, New York; BE IT NOW RESOLVED that the application of Richard Cipriani for the approval of a site plan titled “Envirogreen Associates Inc.” as prepared by Site Design Consultants, dated February 10, 2021, and last revised January 16, 2025, be approved subject to the modifications and conditions listed below, and that the Chairman of this Board be and hereby is authorized to endorse this Board's approval of said plan upon compliance by the applicant with such modifications and requirements as noted below: Modify plans to show: 1. Add detail to the Lighting Plan (sheet 5) showing the base of the freestanding fixtures. Envirogreen Associates Inc. Resolution #__-__ Site Plan Approval Page 5 of 6 2. Show location for freestanding sign(s). 3. Label the land banked parking spaces on the site plan. Additional requirements prior to signature by the Planning Board Chairman: 1. Submission of a Final Stormwater Pollution Prevention Plan acceptable to the Town Engineer. 2. Submission of fees as per town requirements in the form of separate checks made payable to the Town of Yorktown: General Development $2,240.00 3. Submission of inspection fees and security, in a form satisfactory to the Town Attorney, to the Engineering Department as required by the Town Engineer. Fees to be determined after Planning Board approval and a complete final set of drawings are submitted to the Town Engineer. Additional requirements: 4. The Applicant must return to the ABACA for review and recommendation to the Planning Board prior to issuance of a Building Permit. 5. Sign permit applications must be submitted to the Building Inspector for all regulated signs to be placed on the site. 6. Proposed plan must comply with all current applicable ADA standards. 7. Applicant must obtain all necessary permits from outside agencies. 8. Upon completion of the project, the Applicant must submit an as-built survey, on paper and in digital AutoCAD DWG readable format, showing all improvements on the site. BE IT FURTHER RESOLVED, all new lighting installed on the site must comply with the standards as set forth in Chapter 200 Lighting that requires all free-standing and wall-mounted luminaires shall be fully shielded light fixtures; and BE IT FURTHER RESOLVED, the Applicant shall keep the Planning Department informed of field changes during construction to determine whether amendments to the approved site Envirogreen Associates Inc. Resolution #__-__ Site Plan Approval Page 6 of 6 plan are required; and RESOLVED, the Applicant must notify the Planning Department if the installation of any exterior utility boxes or structures not shown on the approved site plan are required to be installed to ensure the proper screening of these structures on the site; and RESOLVED, if a restaurant tenant is proposed on the site, the Applicant must return to the Planning Board to determine whether any portion of the land banked parking area is required to be constructed; and BE IT FURTHER RESOLVED, that in accordance with Town Code Chapter 178 and Chapter 248, the application of Richard Cipriani for the approval of a Wetland and Stormwater Pollution Prevention Plan Permit #WP-FSWPP-T-063-15 is approved subject to the conditions listed therein; and RESOLVED, Permit #WP-FSWPP-T-063-15 shall not be valid until it has been signed by the Chairman of this Board; RESOLVED the Applicant will retain an independent third-party Environmental Systems Planner, a “Qualified Inspector” as defined by the New York State Department of Environmental Conservation in the SPDES General Permit for Stormwater Discharges from Construction Activity, to supervise and be present during the construction of the erosion control measures, and which Environmental Systems Planner will provide bi-weekly inspection reports regarding the status of erosion control measures to the approval authority via the Environmental Inspector and the Planning Department throughout construction; and RESOLVED the Applicant must notify the Planning Board in writing stating the name of the Environmental Systems Planner or Firm that will be completing the bi-weekly inspection reports and shall notify the Planning Board in writing if this Planner or Firm changes; and BE IT FURTHER RESOLVED that unless a building permit has been issued by _____, or a time extension has been granted by the Planning Board, this approval will be null and void. F:\Office\WordPerfect\Current_Projects\Envirogreen Associates - 15.16-1-30, 31\Resolutions\Draft Resolutions\DRAFT Envirogreen Resolution - 2025-02-07.docx Underhill Farms Subdivision UNDERHILL FARMS PROPERTY OWNERS ASSOCIATION, INC. DECLARATION OF COVENANTS, RESTRICTIONS, EASEMENTS, CHARGES AND LIENS THIS DECLARATION made this day of , 2025, by Underhill Soundview, LLC, hereinafter referred to as "Developer". W I T N E S S E T H : WHEREAS, Developer is the owner of the real property referred to in Article II and described in Exhibit "A" of this Declaration and desires to develop thereon a Community, together with common lands and facilities for the sole use and benefit of all unit owners and their guests, and in limited instances, members of the public; and WHEREAS, Developer desires to provide for the preservation of the values and amenities in said community and for the maintenance of said community; and, to this end, desires to subject the real property described in Exhibit "A" to the covenants, restrictions, easements, charges and liens, and approvals from the Town of Yorktown Planning Board hereinafter set forth, each and all of which is and are for the benefit of said Community and each owner thereof; and WHEREAS, Developer has deemed it desirable, for the efficient preservation of the values and amenities in said Community, to create an agency to which will be delegated and assigned the powers of maintaining and administering the common areas subject to the approvals, easements, administering and enforcing the covenants and restrictions, and levying, collecting and disbursing the assessments and charges hereinafter created; and WHEREAS, Underhill Farms Property Owners Association, Inc. has been incorporated under the laws of the State of New York, as a Not-for-Profit Corporation for the purpose of exercising the functions aforesaid. NOW, THEREFORE, Developer declares that the real property described in Exhibit "A", attached hereto and forming a part hereof, is and shall be held, transferred, sold, conveyed and occupied subject to the approvals, covenants, restrictions, easements, charges and liens (sometimes referred to as "covenants and restrictions") hereinafter set forth. ARTICLE I DEFINITIONS Section 1. The following words when used in this Declaration or any Supplemental Declaration (unless the context shall prohibit) shall have the following meanings: ASSESSMENT: The charge imposed by the Association to recover Association Expenses. ASSOCIATION or PROPERTY OWNERS ASSOCIATION or POA: Underhill Farms Property Owners Association, Inc., a New York not-for-profit corporation in which the Members will be the owners of the Units. ASSOCIATION DECLARATION: The Declaration of Covenants, Restrictions, Easements, Charges and Liens of the Association executed by the Sponsor. ASSOCIATION EXPENSES: The costs of maintaining and operating the Community. ASSOCIATION PROPERTY: The POA will own no property, but rather, will be charged with the operation and/or maintenance of the Recreation Facility, consisting of, but not limited to the Pool and Pool Area, as well as the common open spaces, consisting of, but not limited to the clubhouse, interior roadways, walkways, outdoor parking and landscaped areas. The Association Property is shown on the Site Plan attached hereto as Exhibit 3. BOARD: The board of directors of the Association. BOARD OF MANAGERS: The individuals elected to manage the affairs of a Condominium. BUILDINGS: The buildings being constructed on the Land in which will be located the Units of the Condominiums. BY-LAWS: The document governing the operation of the Association, pursuant to which the Board of Directors is elected and governs, including provisions for calling meetings of Members, election of officers, assessments and restrictions. COMMERCIAL PARCEL: That portion of the property subject to this Declaration that is not subject to the Condominium Declaration as more particularly set forth in Exhibit 4. COMMON ELEMENTS or COMMON AREAS: The land as more particularly described in Exhibit A to the Condominium Declaration, all parts of the Buildings other than the Units, including the foundations, roofs and supports of the Buildings and all areas or facilities for the common use of certain or all Unit Owners on, under or over such land. COMMON INTEREST: The proportionate interest of each Unit Owner in the Common Elements, expressed as a percentage determined in accordance with the Condominium Declarations. The total percentage of common interests of all Unit Owners for each Condominium equals 100%. CONDOMINIUM: A Condominium regime which has been established pursuant to Real Property Law Article 9-B. CONDOMINIUM DECLARATION: The instrument, as amended from time to time, by which the property is submitted to the provisions of the New York Condominium Act. FLOOR PLANS: Floor plans of the Buildings to be filed with the Westchester County Clerk's Office simultaneously with the recording of each Condominium Declaration. LAND: The land referred to above and more particularly described in each Condominium Declaration and this Declaration. LIMITED COMMON ELEMENT: Those portions of the Common Elements which are for the exclusive use of one or more Units but less than all of the Units, including Terrace areas where applicable. MEMBER: A member of the Association (that is, the owner of a Unit in his or her capacity as a Member rather than as a Unit Owner) as well as the owner of the Commercial Parcel. The rights and obligations of Members are sometimes described as "membership." PROPERTIES (or PROPERTY): shall mean and refer to all properties, including Common Areas subject to this Declaration and which are described in Exhibit "A". PURCHASE AGREEMENT: The contract to purchase a Unit pursuant to the Plan, the general form of which is set forth in Part II of the Plan. PURCHASER: A purchaser of a Unit under a Purchase Agreement. TURNOVER DATE: The date on which Sponsor must turn over control of the Board of Directors of the Association to the Purchasers. This will be the earlier of (a) seven (7) years from the date of closing of title to the first Unit or (b) four (4) months from the date of conveyance of title to all of the Units. UNIT, UNITS: Any space designated and defined as a unit in a Condominium Declaration, consisting generally, of either a specific unit or unit located in a Building. All of such units are collectively referred to as the "Units". UNIT OWNER: An owner of a condominium unit. UNSOLD UNITS: Any units owned by the Sponsor of the Condominium plan unless used for personal residence by Sponsor. ARTICLE II NAME AND LOCATION The name of the Association is Underhill Farms Property Owners Association, Inc. The principal office of the Association shall be located at 370 Underhill Avenue, Yorktown Heights, New York 10598, Westchester County, New York, but meetings of Members and Directors may be held at such places within the State of New York, County of Westchester, as may be designated by the Board of Directors. ARTICLE III PURPOSE The purpose for which the Association is formed is as follows: Section 1. To operate, manage, maintain, repair, restore and control the landscaping, retention basins, Recreational Facility, parking area and drives of condominium known as Residences at Butterfield Underhill Farms Condominiums and the commercial buildings built or to be built on the Property (hereinafter, the POA Property”) to the fullest extent permitted by law. Section 2. Intentionally deleted. Section 3. Intentionally deleted. Section 4. To make and perform any contracts and to do any acts and things, and to exercise any powers necessary, appropriate, suitable, convenient or proper for the accomplishment of any of the purposes enumerated herein; Section 5. To expend as necessary or appropriate, the funds of the Association in payment and discharge of all proper expenses and obligations of the Association in carrying out any or all of the purposes for which the Association is formed. Section 6. To have any and all powers, rights and privileges which a corporation organized under the Not-for-Profit Corporation Law may now or hereafter exercise. ARTICLE IV MEMBERSHIP & VOTING RIGHTS IN THE ASSOCIATION Section l. MEMBERSHIP: Every person who is a record The Owner of the Commercial Parcel (as defined in Article I) which is subjected by this Declaration to assessment by the Association shall be a Class A Member of the Association. Every person who is a record Unit Owner (as defined in Article I) of any Unit which is subjected by this Declaration to assessment by the Association shall be a Class B Member of the Association. Section 2. VOTING RIGHTS: The Association shall have two classes of voting membership. Members shall be all Unit Owners. Members in each class shall be entitled to one vote. When more than one person holds such interest or interests in any Unit, all such persons shall be Members and the vote for such Unit shall be exercised as they among themselves determine, but in no event shall more than one vote be cast with respect to any such Unit. Notwithstanding the above, the Developer shall have the option to control the affairs of the POA for up to seven years after conveyance of the first title to a Class B Member, or until all titles have been conveyed to Class B Members, whichever is earlier. ARTICLE V PROPERTY RIGHTS IN THE COMMON AREAS Section l. MEMBERS' EASEMENTS OF ENJOYMENT: Subject to the provisions of Section 3 of this Article, every Member shall have a right and easement of enjoyment in and to the Common Areas and such easement shall be appurtenant to and shall pass with the title to every Unit, and the Common Area shall not be open to the public for ingress and egress or to use for recreational purposes except as designated by the Board, as set forth below.as per the obligations of the original site plan approval resolution, the amended site plan approval resolution which granted site plan and amended site plan approval for the Underhill Farms mixed-use development project. This shall also include relevant conditions required under the approval of the subdivision of the Property. The approval resolutions granted by the Town of Yorkton Planning Board, and the conditions attached thereto, shall remain as obligations in perpetuity. Section 2. TITLE TO COMMON AREAS: The Association shall not have title to any property. Section 3. EXTENT OF MEMBERS' EASEMENTS: The rights and easements created hereby shall be subject to the following: (a) The rights of the Association, in accordance with its Certificate of Incorporation and By- Laws, to borrow money for the purpose of improving and maintaining the Common Areas; (b) Intentionally deleted. (c) The right of the Association, as provided in its Certificate of Incorporation and By-Laws, to suspend the enjoyment rights of any Member for any period during which any Assessment remains unpaid, and for any reasonable period for any infraction of its published rules and regulations. (d) The right of the Developer, and of the Association, to grant and reserve easements and rights-of-way through, under, over and across the Common Areas, for the installation, maintenance and inspection of lines and appurtenances for public or private water, sewer, drainage, natural gas, propane and other utilities, and the right of the Developer to grant and reserve easements and rights- of-way through, over, upon and across the Common Areas and/or the Association Property for the completion of Developer's work, for the operation and maintenance of the Common Areas, and for all sales purposes. (e) The right of the general public to ingress and egress in and over those portions of the Common Areas that lie within the easement area for the enjoyment of Open Space as set forth in the Open Space Easement Filed under Control No.: [ ] in the Westchester County Clerk’s Office, private roadways, parking lots and/or driveways to the nearest public highway. (f) The right of Unit Owners and tenants of the Class A Member to use and enjoy all areas designated for recreational purposes by the Board. (g) Intentionally deleted.The conditions of approval as set forth in the Site Plan Approval Resolution dated July 23, 2023, the Amended Site Plan Approval Resolution dated [ ], 2025, and Subdivision Approval Resolution dated [ ], 2025. (h) The rights and obligations set forth in any Covenants, Conditions, Easements, Declarations and Agreements of record and any Findal Subdivision Plat recorded in the Westchester County Clerk's Office prior to the recording of this Declaration. (i) The rights and obligations set forth in the following Covenants, Conditions, Easements, Declarations and Agreements of record recorded in the Office of the Clerk of Westchester County, Division of Land Records. INSERT ALL C & R’S ARTICLE VI MAINTENANCE AND OPERATION OF COMMON AREAS AND FACILITIES AND ASSOCIATION PROPERTY Formatted: Justified, Indent: Left: 0", First line: 0.51", Line spacing: 1.5 lines, Tab stops: Not at 0.75" AND COVENANT FOR ASSESSMENTS THEREOF Section l. ASSESSMENTS, LIENS AND PERSONAL OBLIGATIONS THEREFORE AND OPERATION AND MAINTENANCE OF COMMON AREAS SOLELY BY THE ASSOCIATION: (a) The Class A Member, whether or not it shall be so expressed in any deed or other conveyance, shall be deemed to covenant and agree to pay to the Association 50% of: (1) annual assessments or charges; (2) special assessments for capital improvements, such assessments to be fixed, established and collected from time to time as hereinafter provided. The annual and special assessments, together with such interest thereon and costs of collection thereof as are hereinafter provided, shall be a charge on the Unit and shall be a continuing lien upon the Unit against which each such assessment is made. Each such assessment, together with such interest thereon and costs of collection thereof as are hereinafter provided, shall also be the personal obligation of the person who was the owner of such Unit at the time when the assessment fell due. Each Unit Owner, as a Class B Member, and by acceptance of a deed therefor, whether or not it shall be so expressed in any such deed or other conveyance, shall be deemed to covenant and agree to pay to the Association its share of 50% of: (1) annual assessments or charges; (2) special assessments for capital improvements, such assessments to be fixed, established and collected from time to time as hereinafter provided. The annual and special assessments, together with such interest thereon and costs of collection thereof as are hereinafter provided, shall be a charge on the Unit and shall be a continuing lien upon the Unit against which each such assessment is made. Each such assessment, together with such interest thereon and costs of collection thereof as are hereinafter provided, shall also be the personal obligation of the person who was the owner of such Unit at the time when the assessment fell due. (b) The assessments levied by the Association shall be used exclusively for the purpose of preserving the beauty and value of the Property and maintaining the Common Areas, including, but not limited to, the payment of insurance thereon, and repair, replacement and additions thereto, the cost of labor, equipment materials, management and supervision thereof, maintenance of streets, open space easement, pond, internal drains and sewers within the site, management, maintenance, repair and operation of the Recreational Facility, as contemplated by an offering plan filed with the Department of Law and all of which obligations the Association hereby assumes as of the date of conveyance of title to the first Unit by the Developer. Section 2. AMOUNT AND PAYMENT OF ANNUAL ASSESSMENT: The Association shall at all times fix the amount of the annual assessment at an amount sufficient to pay the costs of maintaining and operating the Common Areas as contemplated by Section 1(b) of this Article. Each annual installment shall be payable in equal monthly installments in advance on the first day of each calendar month, or annually, at the discretion of the Board of Directors. Assessments shall be payable equally by all members except Sponsor. Sponsor shall be required to pay assessments as needed to make up any deficiencies in the budget, but in no event shall Sponsor be obligated to pay more per Unit owned than non-Sponsor members. Section 3. SPECIAL ASSESSMENTS FOR CAPITAL IMPROVEMENTS: In addition to the annual assessments authorized by Section 2 of this Article, the Association may levy, in any assessment year, a special assessment (which must be fixed at a uniform rate for all Units) applicable to that year only, in an amount no higher than the maximum annual assessment then permitted to be levied hereunder for the purpose of defraying, in whole or in part, the cost of any construction or reconstruction, unexpected repair or replacement of a described capital improvement within the Common Areas, including the necessary fixtures and personal property related thereto, provided that any such assessment shall have the assent of the Class A Member and two thirds of the votes of Class B Members who are voting in person or by proxy at a meeting duly called for this purpose, written notice of which shall be sent to all Members not less than thirty days nor more than sixty days in advance of the meeting, setting forth the purpose of the meeting. The due date of any specified assessment shall be fixed in the Resolution authorizing such assessment. Section 4. DUTIES OF THE BOARD OF DIRECTORS: In the event of any change in the annual assessments as set forth above, the Board of Directors of the Association shall fix the date of commencement and the amount of the assessment against each Unit for each assessment period at least thirty days in advance of such date or period and shall, at that time, prepare a roster of the Units and assessments applicable thereto, which shall be kept in the office of the Association and shall be open to inspection by any Unit Owner. Written notice of the assessment shall thereupon be sent to every Unit Owner subject thereto. The Association shall, upon demand at any time, furnish to any owner liable for said assessment, a certificate in writing, signed by an officer of the Association, setting forth whether said assessment has been paid. Section 5. EFFECT OF NON-PAYMENT OF ASSESSMENT. THE PERSONAL OBLIGATION OF UNIT OWNER: THE LIEN, REMEDIES OF ASSOCIATION: If any assessment is not paid on the date when due (being the dates specified in Section 2 hereof), then such assessment shall be deemed delinquent and shall, together with such interest, late fee as set determined by the Board of Directors from time to time and cost of collection thereof as are hereinafter provided, continue as a lien on the Unit, which shall bind such Unit in the hands of the then Unit Owner, his heirs, devisees, personal representatives, successors and assigns. If the assessment is not paid within thirty days after the delinquency date, the Association may bring legal action against the then Unit Owner personally obligated to pay the same and/or may enforce the lien against the property; and in the event a judgment is obtained, such judgment shall include interest on the assessment as above provided and a reasonable attorney's fee to be fixed by the court, together with the costs of the action. Section 6. All charges and expenses chargeable to any Unit shall constitute a lien against said Unit in favor of the Association, which lien shall be prior to all other liens except (1) assessments, liens and charges for taxes past due and unpaid on the Unit (2) a bona fide first mortgage lien, if any, to which the Unit is subject, and (3) any other lien recorded prior to recording the claim of lien. Such lien shall be effective from and after the time of recording in the public records of Westchester County of a claim of lien stating the description of the Unit, the name of the record owner, the amount due and the date when due. Such claim of lien may be recorded and shall be signed and verified by an officer or agent of the Association. Upon full payment of all sums secured by the lien, the party making payment shall be entitled to a recordable satisfaction of lien. Section 7. EXEMPT PROPERTY: The following lands subject to this Declaration shall be exempt from the assessments, charges and liens created therein: (a) all properties dedicated to and accepted by a governmental body, agency or authority, and devoted to public use and (b) all Common Areas as defined in Article I, Section I hereof. Notwithstanding any provisions herein, no land or improvements, devoted to dwelling use and no land that is part of the Commercial Parcel shall be exempt from said assessments, charges or liens. Section 8. MAINTENANCE OBLIGATIONS OF ASSOCIATION: The Association hereby assumes the following obligations of Underhill Farms Condominium for the expenses of the Condominium and the maintenance and repair of all of a portion of the common areas of the Condominium, including, but not limited to, those areas required to be maintained by existing site plan and subdivision approvals granted by the town of Yorktown Planning Board, landscaping, retention pond maintenance, Recreation Facility maintenance, roadway repairs, snow plowing and insurance obligations on such areas maintained by the POA. ARTICLE VII USE OF PROPERTY Section 1. USES AND STRUCTURES: No Unit shall be used except for residential purposes. No noxious or offensive activity shall be carried on in any Unit or within any Unit, nor shall anything be done thereon or therein which may be or become an annoyance or nuisance to the Community. The buildings on the Commercial Parcel may be used for anything allowed by law. Section 2. SIGNS: No sign of any kind shall be displayed to the public view on any Unit. Section 3. ANIMALS: No bird, reptile, or animal (including cats and dogs) shall be permitted, raised, bread, kept or harbored in the Units unless, in each instance, the same shall have been expressly permitted in writing by the Board or the Managing Agent. Consent to a dog or cat, however, shall not be unreasonably withheld or delayed. No consent shall be given to a dog of a “vicious breed”, including, but not limited to, pit bulls, pit bull mixes or other pit bull type dogs, rottweilers and mastiffs. Any such consent, if given, shall be revocable at any time by the Board or the Managing Agent in their sole discretion. In no event shall any bird, reptile, or animal (including cats and dogs) be permitted in any Common Area, unless carried or on leash. No more than two (2) dogs and/or cats (50 lb. total in the Over 55 Units and 80 lbs. total in the Townhomes) may be kept in a unit. Dog feces must be properly disposed of. The Board may impose a fine in an amount determined by the Board, from time to time, on any Unit Owner not properly cleaning up after his or her pet. No pigeons or other birds or animals shall be fed from the window sills, decks or yards.” No animals, livestock or poultry of any kind shall be raised, bred or kept in any dwelling, except that dogs, cats or other domesticated household pets, as set forth above, may be kept provided that they are not kept, bred or maintained for any commercial purpose. All dogs must be leashed when outside of the Unit and on the Common Areas. Section 4. GARBAGE AND RUBBISH: Garbage and rubbish shall not be dumped or allowed to remain on the Common Areas, except in receptacles placed outside the Unit for collection in accordance with the regulation of the collecting agency, the Association, and the applicable governmental agency. Section 5. OBSTRUCTIONS: There shall be no obstruction of the Common Areas or Association Property nor shall anything be stored in the Common Areas or Association Property without the prior consent of the Board of Directors. Section 6. EASEMENTS: (a) Perpetual easements for the installation and maintenance of sewer, water, gas, television transmission, communications equipment and drainage facilities, for the benefit of the adjoining land owners and/or the municipality and/or municipal or private utility company ultimately operating such facilities, are reserved as presently existing and may be entered with Association's approval. Also, easements in general are reserved in and over all of the Common Areas, the Association Property and each Unit for the installation of electric, gas, television transmission, communications equipment and telephone facilities. No building or structure shall be erected within the Common Areas occupied by such facilities (except to the extent any of the same are located or installed with a Building). No Unit Owner shall build any structure or obstruct in any way the easement areas reserved for the installation and maintenance of sewer, water, gas, electric, television, communications equipment and telephone wires, pipes or conduit. (b) Perpetual easements for the construction, paving, maintenance, repair and replacement of walkways for pedestrian use are hereby reserved in and over the Property for the exclusive benefit of the Developer, the Association, its Members, their invitees and licensees. (c) Unit Owners and the Commercial Parcel owner, their tenants, employees, invitees and guests and to the limited extent provided by easement the general public, shall have a right of ingress and egress to the nearest public highway over and through all Common Areas and the Association Property, including, but not limited to, certain open-space, private roads, streets and walkways, and driveways. SECTION 7. ESTABLISHMENT OF CONDOMINIUM. The declaration and By-Laws governing any CONDOMINIUM shall comply with the following provisions: (a) The Condominium shall be operated consistently with this Declaration, including but not limited to those provisions that give the Association the exclusive power and authority to take actions otherwise permitted or required to be taken by the Condominium's board of managers. (b) The condominium declaration may define the Condominium Units, common elements and limited common elements, but the same shall not operate to alter Article VII of this Declaration with respect to maintenance, restoration, insurance or disposition of insurance or condemnation proceeds. No interior inhabitable space shall be included in the common elements or limited common elements of any Condominium. (c) Intentionally deleted. (d) Assessments levied by the Association shall be considered to have been common charges levied by the Condominium's board of managers for the benefit of the Association. The Association may exercise, or may cause the board of managers to exercise for the benefit of the Association, any lien rights that the board of managers may have, under the Condominium Act, to secure the payment of such common charges; however, the foregoing is intended to be in addition to (or an alternative to), and not in derogation of, the lien and other rights conferred on the Association under this Declaration to secure the collection of Assessments. (e) Intentionally deleted. (f) The Property comprising the Condominiums may be withdrawn from the provisions of the Condominium Act or otherwise rendered subject to partition (that is, the Condominium may be "terminated") if, and only if, (1) the Condominium may be terminated according to the Condominium Act and the condominium declaration; (2) the Board of Managers (or during the period the Board of Managers is controlled by the Sponsor, the Sponsor) consents, which consent shall not be denied if all or substantially all of such property is taken by or conveyed in lieu of condemnation; and (3) any part of such Property not thus taken or conveyed is conveyed without consideration (except to the extent of distribution of insurance or condemnation proceeds) to the Association, and its further residential use is prohibited, whereupon it shall become part of the Common Areas and may no longer be developed with Units. (g) If the Condominium is thus terminated following destruction or condemnation, the insurance or condemnation proceeds available shall be applied (1) to demolition, and landscaping or other site work required to give suitable appearance to the former condominium property that has become Common Areas; and then (2) distributed among the Unit Owners according to what had been the Condominium Units' respective common interests. (h) The membership in the Association that may be appurtenant to a Condominium Unit pursuant to this Declaration shall not be considered part of the property covered by the condominium declaration. ARTICLE VIII GENERAL PROVISIONS Section 1. DURATION AND AMENDMENT: The covenants and restrictions of this Declaration shall run with and bind the Land, and shall inure to the benefit of and be enforceable by the Association, or the Unit Owner of any Unit subject to this Declaration, their respective heirs, successors and assigns, until December 31st, 2075, unless otherwise expressly limited herein, after which time the said covenants and restrictions shall be automatically extended for successive periods of ten years each unless an instrument signed by the then Unit Owners of two-thirds of the Units has been recorded, agreeing to change said covenants and restrictions, in whole or in part. Provided, however, that such agreement to change shall not be effective unless made and recorded in advance of the effective date of such change, and unless written notice of the proposed agreement is sent to every Unit Owner at least thirty days in advance of any action taken. Unless specifically prohibited herein, this Declaration may be amended by an instrument signed by Unit Owners holding not less than ninety percent of the votes of the membership at any time until December 31st, 2075 and thereafter by an instrument signed by the Unit Owners holding not less than two-thirds of the votes of the membership. Any amendment must be properly recorded to be effective. Section 2. NOTICES: Any notice required to be sent to any Member or Unit Owner under the provisions of this Declaration shall be deemed to have been properly sent when mailed, postpaid, to the last known address of the person who appears as Member or Unit Owner on the records of the Association at the time of such mailing. Section 3. ENFORCEMENT: The Association, the Town of Yorktown, or any Unit Owner shall have the right to enforce these covenants and restrictions by any proceeding at law or in equity, against any person or persons violating or attempting to violate any covenant or restriction, to restrain violations, to require specific performance and/or recover damages; and against the land to enforce any lien created by these covenants; and failure by the Association, the Town of Yorktown or any Unit Owner to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so thereafter. The expense of enforcement by the Association or the Town of Yorktown shall be chargeable to the Owner of the Unit violating these covenants and restrictions, and shall constitute a lien on the Unit, collectible in the same manner as Assessments hereunder. In the event that the Town of Yorktown shall bring an action against the Association to enforce these covenants and restrictions, then the cost of enforcement shall be chargeable against the Association. Section 4. SEVERABILITY: Invalidation of any one of these covenants or restrictions by judgment or court order shall in no way effect the validity of any other provisions, which shall remain in full force and effect. IN WITNESS WHEREOF, the undersigned, being the Developer herein, has caused its seal to be hereunto affixed and these presents to be signed by its officer hereunto duly authorized the day and year first above written. Underhill Soundview, LLC By: STATE OF NEW YORK ) ss.: COUNTY OF WESTCHESTER ) On the day of in the year 2025 before me the undersigned personally appeared , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose names(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted. Notary Public SSSSSSSSSSSSSSSSSSSSSSSSTHIS IS R0X FOR R01ADVANCE COPYPRINTEDBADEY & WATSONJanuary 9, 2025Surveying & Engineering, D.P.C.__________________________________________________________________JENNIFER W REAP50389STA TE OF NEW YORKLICENSED LAND SURVEYOREXCELSIOR Civil Engineers Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251 F Underhill Avenue Yorktown Heights, NY 10598 (914) 962-4488 Fax (914) 962-7386email sdc@cloud9.net SSSSSSSSSSSSSSSSSSSSSSSSTHIS IS R0X FOR R01ADVANCE COPYPRINTEDBADEY & WATSONJanuary 9, 2025Surveying & Engineering, D.P.C.__________________________________________________________________JENNIFER W REAP50389STA TE OF NEW YORKLICENSED LAND SURVEYOREXCELSIOR Civil Engineers Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251 F Underhill Avenue Yorktown Heights, NY 10598 (914) 962-4488 Fax (914) 962-7386email sdc@cloud9.net File No. 20-124 Work Order No. 26912 File Name: Document1 Date Created: October 14, 2023 Date Revised: October 14, 2023 Date Printed: October 14, 2023 Figure No. 1110 Author: GJW DESCRIPTION OF EASEMENT prepared for UNDERHILL SOUNDVIEW LLC (New Emergency Access Easement) AN EASEMENT over and upon that certain parcel of land situate in the Town of Yorktown, County of Westchester, and State of New York that is a portion of Lot 1 shown on that certain map entitled “Subdivision of Property prepared for Gilbert Beaver Conference Farm, Inc.…,” which was filed in the Westchester County Clerk’s office on November 21, 1979, as Map No. 20102 that is bounded and described as follows: BEGINNING at the point on the northwesterly line of Underhill Road that occupies coordinate position N 887,672.61 (y) E 688,861.90 (x) of the New York State Coordinate System, East Zone (NAD 83, expressed in U.S. Survey Feet), which point is distant N 61°51'20" E 609.75 feet measured northeasterly along the said northwesterly line of Underhill Road from the point at the intersection the said northwesterly line of Underhill Road and the easterly line of Glen Rock Street, which reference point occupies coordinate position N 887,384.99 (y) E 688,324.25 (x) of the said New York State Coordinate System, East Zone. THENCE from the said point of beginning through said Lot 1, the following, first N 13°00'00" W 48.50 feet then on a tangent curve to the right, the central angle of which is 91°43'00", the radius of which is 77.70 feet for 124.38 feet, then N 78°43'00" E 79.40 feet then on a tangent curve to the left, the central angle of which is 55°59'00", the radius of which is 171.70 feet for 167.77 feet, then on a curve compounding to the left, the center of which bears October 14, 2023 UNDERHILL SOUNDVIEW LLC Page 2 of 3 (New Emergency Access Easement) File U:\20-124B\Descriptions\US13OC23BD_EmergencyAccess.docx Created: October 13, 2023 Last Revised: October 14, 2023 Printed: October 14, 2023 N67°16'00"W, the central angle of which is 19°38'00", the radius of which is 30.00 feet for 10.28 feet, and then the following courses: S 76°49'00" W 16.70 feet, N 13°11'00" W 187.67 feet, N 76°49'00" E 11.50 feet, N 13°11'00" W 56.50 feet, N 01°36'00" W 50.80 feet, and N 13°11'00" W 15.19 feet, to a point on the line dividing said Lot 1, on the south, from Lot 2 on said Filed Map No. 20102, on the north. Thence along the last-mentioned division line N 80°33'00" E 29.46 feet, to a point. Thence once again through said Lot 3, the following, first S 13°11'00" E 39.65 feet then on a tangent curve to the left, the central angle of which is 30°36'00", the radius of which is 5.50 feet for 2.94 feet, then S 43°47'00" E 10.25 feet then on a tangent curve to the right, the central angle of which is 30°36'00", the radius of which is 14.50 feet for 7.74 feet, then S 13°11'00" E 24.50 feet then on a tangent curve to the right, the central angle of which is 30°36'00", the radius of which is 14.50 feet for 7.74 feet, then S 17°25'00" W 10.25 feet then on a tangent curve to the left, the central angle of which is 30°36'00", the radius of which is 5.50 feet for 2.94 feet, then the following courses: S 13°11'00" E 37.25 feet, N 76°49'00" E 18.50 feet, and S 13°11'00" E 158.63 feet then on a tangent curve to the right, the central angle of which is 41°21'00", the radius of which is 85.00 feet for 61.34 feet, then S 28°10'00" W 18.94 feet, and N 60°00'00" W 20.50 feet October 14, 2023 UNDERHILL SOUNDVIEW LLC Page 3 of 3 (New Emergency Access Easement) File U:\20-124B\Descriptions\US13OC23BD_EmergencyAccess.docx Created: October 13, 2023 Last Revised: October 14, 2023 Printed: October 14, 2023 then on a non-tangent curve to the right, the center of which bears N60°00'00"W, the central angle of which is 48°43'00", the radius of which is 202.70 feet for 172.35 feet, then the following courses: S 78°43'00" W 14.60 feet, S 11°17'00" E 18.50 feet, S 78°43'00" W 56.00 feet, N 11°17'00" W 18.50 feet, and S 78°43'00" W 8.80 feet then on a tangent curve to the left, the central angle of which is 91°43'00", the radius of which is 46.70 feet for 74.76 feet, then S 13°00'00" E 31.17 feet and then on a tangent curve to the left, the central angle of which is 26°58'52", the radius of which is 18.50 feet for 8.71 feet, to another point on the northwesterly line of Underhill Road. Thence southwesterly along the said northwesterly line of Underhill Road S 61°51'20" W 34.20 feet to the point or place of beginning of this easement area. N.B. The meridian (North Point) and coordinate values used in the foregoing description refer to the New York State Coordinate System, East Zone, NAD 1983, expressed in U.S. Survey Feet. The meridian is True North at 74°30'00" West Longitude and bears 13°38'40" clockwise from the meridian of Filed Map No. 20102. The distances used in this description are Grid Distances. To obtain Ground Distances divide the Grid Distances by the Combined Scale Factor 0.99992908. The substance of this note should remain with this description in any instrument of which it may become a part. Prepared by BADEY & WATSON Surveying & Engineering, D.P.C. 3063 Route 9 Cold Spring, New York 10516 (845) 265-9217 (voice) (877) 3.141593 www.Badey-Watson.com SSSSSSSSSSSSSSSSSSSSSSSSTHIS IS R0X FOR R01ADVANCE COPYPRINTEDBADEY & WATSONJanuary 9, 2025Surveying & Engineering, D.P.C.__________________________________________________________________JENNIFER W REAP50389STA TE OF NEW YORKLICENSED LAND SURVEYOREXCELSIOR Civil Engineers Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251 F Underhill Avenue Yorktown Heights, NY 10598 (914) 962-4488 Fax (914) 962-7386email sdc@cloud9.net Underhill Farms Amended Site Plan As per approved Site Plan Latest Plan 36.4' 39.7' 40.0' 29.5' 22.0' 22.0' R25.5' R9.0' R9. 0 '18.0'18.0'54.2'24.7'55.8'77.2'79.7'55.0'108.4 '20.0'36.4' 62.3' 39.7' 51.1' 46.8' 56.2'79.8 '79.2 ' 81.8' WETLAND MITIGATION AREA 18.5' 24.0' 18.5'9.5' 52.1' 60.1' 59.6' 51.6'8.5' LANDSCAPE AND SITE LIGHTING PLAN LSP-3 U N D E R H I L L A V E N U E , Y O R K T O W N , N Y PARTIAL PLANLANDSCAPE PLAN MATCH LINE MATCH LINE BOTANICAL NAME COMMON NAME SIZE ROOT See map en t i t l e d " S e c t i o n N o . O n e o f C l o v e r Ridge...," file d i n t h e W e s t c h e s t e r C o u n t y c l e r k ' s office on Ja n u a r y 2 5 , 1 9 5 4 a s M a p N o . 8 8 2 2 M M M CONCCONC CONC BIT CON C CONC 489.7W.EL. 498. 4 W.E L. 49 9 . 4 W. E L . BIT SAW MILL RIVER ROADRT-118CARDINAL COURTGLENROCK STREETUNDE R H I L L A V E N U E ROCHAMBEAUDRIVEN.Y.S ROUTE 118 S.H. NO. 1482 15 10' Wide W a t e r l i n e E a s e m e n t 20' Wide EmergencyAccess EasementPROPERTY L I N E PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROP E R T Y L I N E1See map entitled "Subdivision ofproperty belonging to JosephAdamo...," filed in the WestchesterCounty clerk's office on October 25,1967 as Map No. 15617See map en t i t l e d " S u b d i v i s i o n o f p r o p e r t y p r e p a r e d f o r G i l b e r t B e a v e r C o n f e r e n c e F a r m I n c . . . . , " filed in the W e s t c h e s t e r C o u n t y c l e r k ' s o f f i c e o n N o v e m b e r 2 1 , 1 9 7 9 a s M a p N o . 2 0 1 0 2 S10°21'24"E193.75Δ=34°38'10"R=59.46'L=35.94'S24°16'46"W61.04S46°06'26"W57.79 S54°1 9' 4 6 " W 47.12 S62°3 0 ' 4 6 " W 151.1 3 S68°2 8 ' 4 6 " W 47.58 S61°5 7 ' 2 6 " W 644.0 0N7°53'24"W473.04N6°57'54"W215.19N8°03'34"W580.24N81°56'26"E 235.00 N80°39'06" E 182.49S17°19'44"E597.76N8°03'34"W68.00S8°04'34"E44.02N82°52'26"E 164.00 N8°03'34"W30.00N81°56'26"E 95.00 N80°02'16" E 105.24 N9°21'34"W10.00S10°34'34"E131.00N82°02'36"E 27.75 167.00'N.Y.S. ROUTE 118167.67'BIT CONCBIT4+27.470+000+88.510+50E+TW 460.3+BW 452.4+TW 460.5+BW 457.5LPLPSTREETUNDE R H I L LLOT 2.2Now or formerly MarkatosFormerly Nantucket Sounds Sons, LLCFiled on the Westchester County Clerk's office on June 29, 1978 as Map No. 19572``Minor Subdivision of Property prepared for Underhill Farm & Garden Center, Inc...,"Highway boundary as shown on Filed Map No. 11982( S.H. No. 148, Map No. 13, Parcel 18 )Document Control No. 500110057CurbCurbCurbCurbCurbThe Grace Bu i ld ingCurb CurbCurbCatch BasinRim=465.9'CurbCurbFrame BuildingLOT 74AsphaltAsphaltAsphaltAsph a l tColdwe l l BankerBui ld ing Asphalt2nd Story OverhangWV WV WV WV WV WV WV WV WV WV WV WVWV11 SPACES7 SPACES 8 SPACE S 27 SPAC E S 3 SPACES25 SPACES11 SPACES13 SPAC E S 10 SPACE S 19 SPACES8 SPACES14 SPACE S 3 TANDEM SPACES 20 SPACES 10 SPACES 10 SPA C E S 54 SPACE S T O T A L 3 SPACE S CONDOMINIUM B U I L D I N G . FF ELEV.: 498. 0 GF ELEV.: 486. 0 SENIOR CENTER (NOT PART O F T H I S PROJECT)RETAIL SPACEFF ELEV.: 476.00'8,100 SFEXISTING U N D E R H I L L HOUSE. SWIMMIN G POOL CO P I N G ELEV. = 4 9 0 . 0 0 ' 15 SPACES 6 SPACES4 SPACES 12 SPACE SBUILDING 94 UNITFF ELEV.: 535.87'GF ELEV.: 525.20'FF ELEV.: 539.17'GF ELEV.: 528.50'FF ELEV.: 528.80'GF ELEV.: 528.30'BF ELEV.: 518.30'FF ELEV.: 522.00'GF ELEV.: 521.50'BF ELEV.: 511.50'FF ELEV.: 517.00'GF ELEV.: 516.50'BF ELEV.: 506.50'FF ELEV.: 512.75'GF ELEV.: 512.25'BF ELEV.: 502.25FF ELEV . : 511 .50 'GF ELEV . : 511 .00 'BF ELEV . : 501 .00 'BUILDING 56 UNITBUILDING 36 UNITBUILDING 1 1 4 UNIT FF ELEV.: 5 3 7 . 3 4 ' GF ELEV.: 5 2 6 . 6 7 ' FF ELEV.: 5 4 0 . 3 4 ' GF ELEV.: 5 2 9 . 6 7 ' FF ELEV.: 5 3 8 . 3 4 ' GF ELEV.: 5 2 7 . 6 7 ' FF ELEV.: 5 3 6 . 3 4 ' GF ELEV.: 5 2 5 . 6 7 'FF ELEV.: 534.87'GF ELEV.: 524.20'FF ELEV.: 533.42'GF ELEV.: 522.75'FF ELEV.: 530.92'GF ELEV.: 520.75'FF ELEV.: 529.92'GF ELEV.: 519.25'FF ELEV.: 528.42'GF ELEV.: 517.75'FF ELEV.: 526.27'GF ELEV.: 515.60'FF ELEV.: 524.27'GF ELEV.: 513.60'FF ELEV.: 522.77'GF ELEV.: 512.10'FF ELEV.: 521.27'GF ELEV.: 510.60'FF ELEV.: 519.77'GF ELEV.: 509.10'FF ELEV.: 518.77'GF ELEV.: 508.10'FF ELEV.: 517.92'GF ELEV.: 507.25'FF ELEV.: 517.92'GF ELEV.: 507.25'FF ELEV.: 518.92'GF ELEV.: 508.25'FF ELEV.: 518.92'GF ELEV.: 508.25'FF ELEV.: 519.92'GF ELEV.: 509.25'FF ELEV . : 511 .50 'GF ELEV . : 511 .00 'BF ELEV . : 501 .00 'FF ELEV.: 510.75'GF ELEV.: 510.25'BF ELEV.: 500.25'FF ELEV.: 509.75'GF ELEV.: 509.25'BF ELEV.: 499.25'FF ELEV.: 508.25'GF ELEV.: 507.75'BF ELEV.: 497.75'FF ELEV.: 520.00'GF ELEV.: 519.50'BF ELEV.: 509.50'FF ELEV.: 519.00'GF ELEV.: 518.50'BF ELEV.: 508.50'FF ELEV.: 528.80'GF ELEV.: 528.30'BF ELEV.: 518.30'FF ELEV.: 527.80'GF ELEV.: 527.30'BF ELEV.: 517.30'FF ELEV.: 525.80'GF ELEV.: 525.30'BF ELEV.: 515.30'FF ELEV.: 509.00'GF ELEV.: 508.33'BF ELEV.: 498.50'FF ELEV.: 510.00'GF ELEV.: 509.33'BF ELEV.: 499.50'FF ELEV.: 509.00'GF ELEV.: 508.33'BF ELEV.: 498.50'FF ELEV.: 510.00'GF ELEV.: 509.33'BF ELEV.: 499.50'BUILDING 76 UNITBUILDING 104 UNITBUILDING 84 UNITBUILDING 64 UNITBUILDING 44 UNITBUILD ING 22 UN ITFF ELEV.: 519.92'GF ELEV.: 509.25'APARTM E N T B L D G . FF ELEV . : 4 9 0 . 0 0 ' GAR. FL. E L E V . : 4 7 6 . 0 0 ' 5 SPACE S BUILDING 14 UNITFF ELEV.: 520.50'GF ELEV.: 511.00'FF ELEV.: 520.50'GF ELEV.: 511.00'FF ELEV.: 521.50'GF ELEV.: 512.00'FF ELEV.: 521.50'GF ELEV.: 512.00'M M M CONCCONC CONC BIT BIT SAW MILL RIVER ROADRT-118CARDINAL COURTGLENROCK STREETUNDE R H I L L A V E N U E ROCHAMBEAUDRIVEN.Y.S ROUTE 118 S.H. NO. 148167.00'N.Y.S. ROUTE 1180+88.51+TW 460.5+BW 457.5Highway boundary as shown on Filed Map No. 11982( S.H. No. 148, Map No. 13, Parcel 18 )CurbCurbCurbAsphalt53054055052053054011 SPACES7 SPACES 8 SPACES 27 SPACES 3 SPACES25 SPACES11 SPACES13 SPACE S 10 SPACES 19 SPACES8 SPACES14 SPACES 3 TANDEM SPACES 20 SPACES 10 SPACES 10 SPAC E S 54 SPACES T O T A L 3 SPACES 15 SPACES 6 SPACES4 SPACES 12 SPACES 5 SPACE S LOCATION MAP NOT TO SCALE DATE:SCALE:DRAWN BY: Yorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -SITE DATA: OWNER / DEVELOPER:UNICORN CONTRACTING 10 JULIA LANE COLD SPRING, NY, 10516 PROJECT LOCATION: 370 UNDERHILL AVE YORKTOWN, NY, 10516 EXISTING TOWN ZONING: R1-40, RESIDENTIALDESCRIPTION PROPOSED USE: PLANNED DEVELOPMENT DISTRICT TOWN TAX MAP DATA: SECTION 48.06, BLOCK 1, LOT 30 SITE AREA : 13.78 ACRES (600,459 SF) SEWAGE FACILITIES: PUBLIC SEWERS WATER FACILITIES:PUBLIC WATER FACILITIES NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. NOTE: 1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY BADEY AND WATSON, DATED 06/12/20. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or 1-800-962-7962 NY Industrial Code Rule 753 requires no less than two working days notice, but not more than ten days notice. www.digsafelynewyork.com 1:50ZONING DATAPROJECT -PREPARED FORUNDERHILL FARMSITE PLANUNDERHILL AVENUEWestchester County, New YorkTown of Yorktown6-22-20TKF:\2020\20-20 UNICORN - SOUNDVIEW\ENGINEERING\CAD\C3D-20-20 UNICORN - SOUNDVIEW\DWG\20-20 UNDERHILL FARM 7-22-2024.DWG 4/22/2024 12:52:09 PMBULK ZONE REQUIREMENTS: FRONT YARD SETBACK: REAR YARD SETBACK: ONE SIDE YARD SETBACK: MAXIMUM HEIGHT: 12 UNITS/ACRE FLOOR AREA (WITH PUBLIC SEWERS) MINIMUM SIZE OF LOT: MINIMUM YARD DIMENSIONS*: PRINCIPAL BUILDING: ZONING DISTRICT: DIMENSIONAL REGULATIONS: COMBINED SIDE YARD SETBACK: MAXIMUM USABLE FLOOR AREA: PRINCIPAL BUILDING - FEET: 10 UNITS/ACRE 9 UNITS/ACRE MINIMUM LOT DEPTH: BUILDING COVERAGE*: MAXIMUM % OF LOT TO BE OCCUPIED: MAXIMUM ROAD FRONTAGE: 510 FT. 26.9 FT. 40 FT MAX 130.2 FT. DISTANCE BETWEEN MAIN WALLS OF BUILDINGS DISTANCE BETWEEN END WALLS OF BUILDINGS WITH WINDOWS DISTANCE BETWEEN WALLS IN ANY OTHER CASE MAXIMUM LENGTH OF ANY BUILDING DISTANCE OF PARKING TO PROPERTY LINE AT LEAST 400 SQUARE FEET OF USABLE OPEN SPACE IS PROVIDED ON THE SITE FOR EACH DWELLING UNIT FOR PLAY AREA AND OTHER OUTDOOR LIVING USES. THE DEVELOPER SHALL PROVIDE A SUITABLY IMPROVED PLAYGROUND/PLAY AREA. EACH SUCH PLAYGROUND/PLAY AREA SHALL HAVE A MINIMUM AREA OF 1,200 SQUARE FEET AND A MAXIMUM DISTANCE OF 1,000 FEET FROM THE UNITS TO BE SERVED. IN ADDITION TO THE ABOVE, THE DEVELOPER SHALL ALSO SET ASIDE 10% OF THE SITE FOR THE PROVISION OF PARK AND/OR RECREATIONAL FACILITIES. IF THE PROVISION OF SUCH FACILITIES IS IMPRACTICAL BECAUSE OF THE PARTICULAR LAYOUT OF THE DEVELOPMENT OR FOR OTHER REASONS, A RECREATION FEE OF $4,000 PER UNIT SHALL BE SUBMITTED PRIOR TO APPROVAL OF THE APPLICATION. 32.5 FT. 250 FT. 5 FT. 600,459 SF./ 13.78 ACRES 30 FT. 30 FT. 20.3% 65,000 SF 65,000 SF 20-20PARKING SCHEDULE 46 - 2 BEDROOM UNITS @ 1,050 SF APARTMENT BUILDING (68 UNITS): BUILDING UNITS: 16 - 1 BEDROOM UNITS @ 750 SF 18 - 2 BEDROOM UNTS @ 2,000 SF CONDO BUILDING (32 UNITS):2 - 1 BEDROOM UNITS @ 1,000 SF 28 - 3 BEDROOM UNITS @ 2,750 SF TOWNHOUSES (48 UNITS):20 - 4 BEDROOM UNITS @ 2,966 SF F.A.R CALCULATION BASIS: TOTAL LOT AREA: 600,459 SF ALLOWABLE F.A.R. = 0.55 PROVIDED F.A.R. 144 DWELLING UNITS APARTMENTS: 99,415 GSF CONDO FLATS: 54,800 SF UPHILL TOWNHOUSE: 59,320 SF DOWNHILL TOWNHOUSE: 77,000 SF TOTAL: 290,535 SF TOTAL F.A.R. = 290,535 / 600,459 = 0.48 < 0.55 NOT INCLUDED IN F.A.R. EXISTING BUILDING: 8,000 SF NEW RETAIL SPACE: 11,000 SF TOTAL NUMBER OF DWELLING UNITS 148 * THE PLANNED DEVELOPMENT DISTRICT ALLOWS FOR UP TO A 60% REDUCTION IN THE REQUIREMENTS OF THE UNDERLYING ZONE. 12 - 2 BEDROOM UNTS @ 1,400 SF 6 - 3 BEDROOM UNITS @ 1,280 SF 0 25 50 100 SCALE: 1"=50'-0" 52.5 FT. 20 FT. EXISTING: R1-40 RESIDENTIAL/ PROPOSED: YORKTOWN HEIGHTS PLANNED DESIGN DISTRICT OVERLAY ZONE LEGEND PARKING DESIGNATION KEY MAP NOTE: 20% REDUCTION FOR OVERLAPPING USES. ADDITIONAL OFFSITE PARKING PROVIDED ON ADJACENT PROPERTIES WITHIN 500 FT GRATER THAN SPACES DEFICIT.SheetC-101 USE:UNITS / SQ FT:REQUIREMENT:REQUIRED:PROVIDED: TOWNHOMES 48 UNITS 2 SPACES / UNIT 96 SPACES 96 GARAGE SPACES 96 DRIVEWAY SPACES CONDOMINIUM BLDG 32 UNITS 1.5 SPACES / UNIT 48 SPACES 35 INSIDE SPACES 13 OUTSIDE SPACES 3 TANDEM SPACES APARTMENTS 68 UNITS 1.5 SPACES / UNIT 102 SPACES 54 INSIDE SPACES 53 OUTSIDE SPACES MIXED-USE COMM.8,000 SQ FT 4 SPACES / 1,000 SQ FT 33 SPACES 33 SPACES MANSION RE-USE 55 SPACES 5,500 SQ FT COMM. 1,500 SQ FT PATRON 500 SQ FT PREP 4 SPACES / 1,000 SQ FT 1 SPACE / 50 SQ FT 1 SPACE / 100 SQ FT 28 SPACES 30 SPACES 5 SPACES No.Revisions:DateComments:No.Revisions:DateComments:13.9/8/2023Site Plan update14.10/11/23DEP Comments15.2/2/2024DEP Comments16.2/14/2024WCHD Comments17.3/12/2024DEP Sewer Comments18.3/21/2024DEP Comments19.4/22/2024WCHD Comments20.5/10/2024DEP Comments21.5/22/2024WCHD Comments22.5/30/2024WCHD Comments23.8/15/2024WCHD Resubmission24.10/21/2024TEAM COORDINATION25.11/11/2024Site Plan Updates26.11/14/2024Site Plan Updates27.12/13/2024WCHD Resubmission28.2/07/25Update to Underhill House Exp & Parking 29.2/11/25Update to Underhill House Exp & Parking 30.2/18/25Update to Underhill House Trash Enc. - Culverts See map entitled "Section No. One of CloverRidge...," filed in the Westchester County clerk'soffice on January 25, 1954 as Map No. 8822M M M CONCCONCCONCBIT CONCCONCBITSAW MI L L R I V E R R O A D RT-118CARDINAL C O U R T GLENROCK STREET UNDERHILL AVENUE ROCH A M B E A U DRIVE N.Y.S RO U T E 1 1 8 S . H . N O . 1 4 82 15See map entitled "Subdivision of property prepared for Gilbert Beaver Conference Farm Inc....,"filed in the Westchester County clerk's office on November 21, 1979 as Map No. 20102S10°21'24 " E 193.75 Δ=34°38'10" R=59.46' L=35.94' S 2 4 ° 1 6 ' 4 6 "W 6 1 . 0 4 S 4 6 ° 0 6 ' 2 6 " W 5 7 . 7 9 S 5 4 ° 1 9 ' 4 6 "W 4 7 . 1 2S62°30 '46 "W151.13S68°28'46 "W47.58S6 1 ° 5 7 ' 2 6 "W644.00 N7°53'24"W 473.04 N6°57'54"W215.19 N8°03'34"W580.24 N81°56'26"E235.00N80°39'06"E182.49S17°19 ' 4 4 " E 597.76 N8°03'34"W 68.00 S8°04'34"E 44.02 N82°52'26"E164.00N8°03'34"W 30.00N81°56'26"E95.00N80°02'16"E105.24N9°21'34"W 10.00 S10°34'34 " E 131.00 N82°02'36"E27.75167.00' N.Y.S. ROU T E 1 1 8 4+27 . 4 7 0+000+88.510+50+TW 460.3+BW 452.4+TW 460.5+BW 457.5LP LP STRE E T LOT 2 . 2 ``Min o r S u b d i v i s i o n o f P r o p e r t y p r e p a r e d f o r U n d e r h i l l F a r m & G a r d e n C e n t e r , I n c . . . , " Highway b o u n d a r y a s s h o w n o n F i l e d M a p N o . 1 1 9 8 2 ( S.H. N o . 1 4 8 , M a p N o . 1 3 , P a r c e l 1 8 )CurbCurbCurbCurbCurbThe Grace BuildingCurb Frame BuildingLOT 74Coldwell BankerBuilding2nd Story OverhangPROPOSED 6" CURBALONG GLENROCKSTREET11 SPAC E S 7 SPACES8 SPACES27 SPACES3 SPACE S 25 SPAC E S11 SPACES13 SPACES10 SPACES19 SPAC E S8 SPACES14 SPACES3 TANDEMSPACES20 SPACES8.5'18.5'26.0'5.1'20.0'22.0'56.8'78.6'81.0'51.8'108.4'21.9'61.1'47.1'29.4'52.3'26.0'26.0'ZONING SETBACK L INE ZONING SETBACK L INE R1 0 . 0 '18.5'PROPOSED 5' HIGH RETAINING WALL10 SPACES10 SPACESPROPOSED PLAZA TO BEBUILT AS PART OF PHASE 299.5'78.8'82.9'54 SPACES TOTAL3 SPACESWETLANDMITIGATIONAREA18.5'24.0'18.5'44.8'61.0'60.5'R1.0'R1 . 0 ' R 1 4 . 0 'R14.0'R1.0'R1.0'R20.0'8.5'R199.5'R21.0 '22.0'22.0'R25.5'R9 . 0 'R9.0'18.5'R9.0'26.0'CONDOMINIUM BUILDING.FF ELEV.: 498.0GF ELEV.: 486.0SENIORCENTER(NOT PART OF THISPROJECT)RETAIL S P A C E FF ELEV . : 4 7 6 . 0 0 ' 8,100 SFEXISTING UNDERHILLHOUSE.CONCRETE SIDEWALK (TYP.)6" CONCRETE CURB (TYP.)6" CONCRETE CURB (TYP.)6" CONCRETE CURB (TYP.)SWIMMINGPOOL COPINGELEV. = 490.00'EMERGENCY ACCESS EASEMENT.OPEN SPACE EASEMENT.15 SPACES6 SPACESR1.0'4 SPACESR2 1 . 0 '18.0'18.0'18.0' 18.0'18.0'18.0'18.0' 18.0' 18.0'18.0'50.4'26.0'PROPOSED RETAINING WALL (TYP.)12 SPACESPROPOSED CONCRETEMOUNTABLE CURB.22' WIDE ASPHALT ROAD.22.0 'PROPOSED ASPHALT DRIVEWAYWITH BELGIUM BLOCK CURB.DETAIL (R-2)PROPOSED RETAINING WALL (TYP.)PROPOSED PAVER PATIO AND/OR DECK27 SPACES AVAILABLE FORUSE BY THE SENIOR CENTERNEW DECK 180 SF COVERED PORCH 1 STORY CHAPEL 8.5'R48.0'R5 . 0 'PROPOSEDRETAININGWALLPROPOSEDPATIOR1 5 . 5 ' R 9 . 0 'R9.0'LANDSCAPEDISLANDBUILDING 94 UNIT FF ELEV.: 535 . 8 7 ' GF ELEV.: 525 . 2 0 ' FF ELEV.: 539.17'GF ELEV.: 528.50'FF ELEV.: 528.80'GF ELEV.: 528.30'BF ELEV.: 518.30'FF ELEV.: 522.00'GF ELEV.: 521.50'BF ELEV.: 511.50'FF ELEV.: 517.00'GF ELEV.: 516.50'BF ELEV.: 506.50'FF ELEV.: 512.75'GF ELEV.: 512.25'BF ELEV.: 502.25FF ELEV.: 511.50'GF ELEV.: 511.00'BF ELEV.: 501.00'BUILDING 5 6 UNIT BUILDING 3 6 UNIT BUILDING 114 UNITFF ELEV.: 537.34'GF ELEV.: 526.67'FF ELEV.: 540.34'GF ELEV.: 529.67'FF ELEV.: 538.34'GF ELEV.: 527.67'FF ELEV.: 536.34'GF ELEV.: 525.67'FF ELEV.: 534 . 8 7 ' GF ELEV.: 524 . 2 0 ' FF ELEV.: 533 . 4 2 ' GF ELEV.: 522 . 7 5 ' FF ELEV.: 530 . 9 2 ' GF ELEV.: 520 . 7 5 ' FF ELEV.: 529 . 9 2 ' GF ELEV.: 519 . 2 5 ' FF ELEV.: 528 . 4 2 ' GF ELEV.: 517 . 7 5 ' FF ELEV.: 52 6 . 2 7 ' GF ELEV.: 51 5 . 6 0 ' FF ELEV.: 52 4 . 2 7 ' GF ELEV.: 51 3 . 6 0 ' FF ELEV.: 5 2 2 . 7 7 ' GF ELEV.: 5 1 2 . 1 0 ' FF ELEV.: 5 2 1 . 2 7 ' GF ELEV.: 5 1 0 . 6 0 ' FF ELEV.: 5 1 9 . 7 7 ' GF ELEV.: 5 0 9 . 1 0 ' FF ELEV.: 5 1 8 . 7 7 ' GF ELEV.: 5 0 8 . 1 0 ' FF ELEV.: 517.92' GF ELEV.: 507.25'FF ELEV.: 517.92' GF ELEV.: 507.25'FF ELEV.: 518.92' GF ELEV.: 508.25'FF ELEV.: 518.92' GF ELEV.: 508.25'FF ELEV.: 519.92' GF ELEV.: 509.25'FF ELEV.: 511.50'GF ELEV.: 511.00'BF ELEV.: 501.00'FF ELEV.: 510.75'GF ELEV.: 510.25'BF ELEV.: 500.25'FF ELEV.: 509.75'GF ELEV.: 509.25'BF ELEV.: 499.25'FF ELEV.: 508.25'GF ELEV.: 507.75'BF ELEV.: 497.75'FF ELEV.: 520.00'GF ELEV.: 519.50'BF ELEV.: 509.50'FF ELEV.: 519.00'GF ELEV.: 518.50'BF ELEV.: 508.50'FF ELEV.: 528.80'GF ELEV.: 528.30'BF ELEV.: 518.30'FF ELEV.: 527.80'GF ELEV.: 527.30'BF ELEV.: 517.30'FF ELEV.: 525.80'GF ELEV.: 525.30'BF ELEV.: 515.30'FF ELEV.: 509.00'GF ELEV.: 508.33'BF ELEV.: 498.50'FF ELEV.: 510.00'GF ELEV.: 509.33'BF ELEV.: 499.50'FF ELEV.: 509.00'GF ELEV.: 508.33'BF ELEV.: 498.50'FF ELEV.: 510.00'GF ELEV.: 509.33'BF ELEV.: 499.50'BUILDING 7 6 UNIT BUILDING 104 UNITBUILDING 84 UNITBUILDING 64 UNITBUILDING 44 UNITBUILDING 22 UNITFF ELEV.: 519.92' GF ELEV.: 509.25'56.0'APARTMENT BLDG.FF ELEV.: 490.00'GAR. FL. ELEV.: 476.00'20.2'34.7'48.1'40.1'69.8'20.5'42.8'21.0'20.0'19.0'21.7'R25. 0 'R511.0'5 SPACESBUILDI N G 1 4 UNI T FF EL E V.: 5 2 0. 5 0' GF EL E V.: 5 1 1. 0 0' FF EL E V.: 5 2 0. 5 0' GF EL E V.: 5 1 1. 0 0' FF EL E V.: 5 2 1. 5 0' GF EL E V.: 5 1 2. 0 0' FF EL E V.: 5 2 1. 5 0' GF EL E V.: 5 1 2. 0 0'R30.0'PROPOSED 1 STORY1,985 SF ADDITION24.0'PROPOSED 1' to 2' HIGHRETAINING WALLTRASHCONTAINMENTAREACOOKING OILDISPOSAL TANKGROUND MOUNTEDA.C. UNITSGROUND MOUNTEDKITCHEN HOOD UNITFENCEENCLOSURE5" THK. REINF.CONC. SLABTHROUGHOUTSEE ARCH. PLANSFOR DETAILS8.5'18.5'8.5'Sheet DATE: SCALE: DRAWN BY: Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 -NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY BADEY AND WATSON, DATED 06/12/20. THEENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.2.EASEMENT ACROSS THE FULL PROPERTY BOUNDARY HAS BEEN GRANTED TO THETOWN OF YORKTOWN FOR ACCESS AND MAINTENANCE OF ALL PUBLIC UTILITIES.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.com1" = 40' SITE PLAN PROJECT - PREPARED FOR UNDERHILL FARM SITE PLAN UNDERHILL AVENUE Westchester County, New YorkTown of Yorktown 6-22-20 TK F:\2020\20-20 UNICORN - SOUNDVIEW\ENGINEERING\CAD\C3D-20-20 UNICORN - SOUNDVIEW\DWG\20-20 UNDERHILL FARM 7-22-2024.DWG 4/22/2024 12:52:09 PM 0204080SCALE: 1"=40'-0"20-20C-102No. Revisions: Date Comments:No. Revisions: Date Comments: 13.9/8/2023 Site Plan update 14.10/11/23 DEP Comments 15.2/2/2024 DEP Comments 16.2/14/2024 WCHD Comments 17.3/12/2024 DEP Sewer Comments 18.3/21/2024 DEP Comments 19.4/22/2024 WCHD Comments 20.5/10/2024 DEP Comments 21.5/22/2024 WCHD Comments 22.5/30/2024 WCHD Comments 23.8/15/2024 WCHD Resubmission 24.10/21/2024 TEAM COORDINATION 25.11/11/2024 Site Plan Updates 26.11/14/2024 Site Plan Updates 27.12/13/2024 WCHD Resubmission 28.2/07/25 Update to Underhill House Exp & Parking 29.2/11/25 Update to Underhill House Exp & Parking 30.2/18/25 Update to Underhill House Trash Enc. - Culverts M MHUUMHMHMHUU U MHMHM UMHMHMHUMHM CONCCONCCONCBIT CONCCONC489.7W.EL. 498 . 4W.EL . 499.4W.EL. BIT468524547537526501482464459543SAW MI L L R I V E R R O A D RT-118CARDINAL C O U R T GLENROCK S T R E E T UNDERHILL AVENUE ROCH A M B E A U DRIVE N.Y.S RO U T E 1 1 8 S . H . N O . 1 4 82 1510' Wide Waterline Easement20' Wide Emergency Access Easement PRO PER TY L I NE PROPERT Y L I N E PROPERTY L I N E PROPE R T Y L I N E PROPERTY L I N E PROPERTY L INE 540485490475480490485485480 4754904854904 7 0520515510505500495490 490485485480470465465460475475 480 535 50550049550 5 510 51 5520 5 2 5 530 535 540 545540 535 530 525 520 510 505 500 495 530 535550 525530535535545550 555 555560565525520515520515 510505500495490480475470 465 46 0 45 5 490505510517.8524.6546.5537.9532.9517.5536.9541.0534.6513.9505.8506.5503.7525.3535.5524.6503.3503.8500.8505.6492.6491.0491.2484.6481.8484.3480.6483.3482.0483.8480.9487.3473.5481.3474.5471.6472.6474.4475.6480.3485.8484.4486.5489.8492.3484.8473.6485.5481.8489.7491.8492.3491.2493.9496.6496.7500.8501.9501.1506.2500.5508.9514.9518.2512.8518.8523.9527.4518.5513.9517.8511.5504.3511.6519.4518.2508.2503.6512.4501.6487.7476.2470.4486.5489.2493.8525.4526.5522.9541.6545.7552.6519.4531.3506.6502.8505.7533.9537.6503.4503.3504.9504.5491.6493.4491.4491.1493.4493.7494.5497.6499.5489.3467.0459.6457.4458.2459.4466.4461.3480.4483.8490.8486.9487.2493.7509.7511.5514.7472.2482.5485.5473.4507.2S10°21'24 " E 193.75 Δ=34°38'10" R=59.46' L=35.94' S 2 4 ° 1 6 ' 4 6 "W 6 1 . 0 4 S 4 6 ° 0 6 ' 2 6 " W 5 7 . 7 9 S 5 4 ° 1 9 ' 4 6 " W 4 7 . 1 2S62°30 '46 "W 151 . 13S68°28'46 "W47.58S61°57 '26 "W644.00 N7°53'24"W 473.04 N6°57'54"W 215.19 N8°03'34"W 580.24 N81°56'26"E235.00N80°39'06"E182.49S17°19 ' 4 4 " E 597.76 N8°03'34"W 68.00 S8°04'34"E 44.02 N82°52'26"E164.00N8°03'34"W 30.00N81°56'26"E95.00N80°02'16"E105.24N9°21'34"W 10.00 S10°34'34 " E 131.00 N82°02'36"E27.75167.00' N.Y.S. ROU T E 1 1 8 461.2 443. 2 442.7 442.7 444.2 448.1 464.9 461.9 464.3 4+27 . 4 7 0+000+88.510+50+TW 460.3+BW 452.4+TW 460.5+BW 457.5LP LP U N D E R H I L L LOT 2 . 2 Filed o n t h e W e s t c h e s t e r C o u n t y C l e r k ' s o f f i c e o n J u n e 2 9 , 1 9 7 8 a s M a p N o . 1 9 5 7 2 ``Min o r S u b d i v i s i o n o f P r o p e r t y p r e p a r e d f o r U n d e r h i l l F a r m & G a r d e n C e n t e r , I n c . . . , " Highway b o u n d a r y a s s h o w n o n F i l e d M a p N o . 1 1 9 8 2 ( S.H. N o . 1 4 8 , M a p N o . 1 3 , P a r c e l 1 8 )CurbCurbCurbCurbCurbThe Grace BuildingCurb Frame BuildingLOT 74AsphaltAsphaltAsphaltAspha l t Coldwell BankerBuildingAsphalt2nd Story OverhangPnBPnCWdBCrCDoor at Face of Wall Door at Face of Wall 530 540570 550550 520 560 560 530 540 WS W S W S WS WS WS WS WSWS WSWVWVWVWVWVWVWVWVWVWVWVWVWVE . D . 6 'E.D. 5'E . D . 6 'E.D . 6 'E.D . 6 'E.D . 6 'DFD FD FD FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFD PROPOSED 8" SDR 35 SEWER MAIN. (TYP.)SMH -3WETLANDMITIGATIONAREATW: 548.00'BW: 539.00'TW: 547.00'BW: 539.00'TW: 540.00'BW: 537.00'TW: 539.00'BW: 534.00'TW: 541.00'BW: 536.00'TW: 537.00'BW: 533.00'TW: 536.00'BW: 532.00'TW: 540.00'BW: 533.00'TW: 532.00'BW: 528.00'TW: 539.00'BW: 531.00'TW: 535.00'BW: 528.00'TW: 527.00'BW: 523.00'TW: 530.00'BW: 524.00'TW: 525.00'BW: 52100'TW: 527.00'BW: 523.00'TW: 525.00'BW: 519.00'TW: 520.00'BW: 517.00'TW: 520.00'BW: 518.00'TW: 541.00'BW: 535.00'TW: 541.00'BW: 535.00'TW: 541.00'BW: 540.00'TW: 519.00'BW: 515.00'TW: 518.00'BW: 512.00'TW: 517.00'BW: 510.00'TW: 515.00'BW: 508.00'TW: 511.00'BW: 506.00'TW: 509.00'BW: 505.00'TW: 508.00'BW: 502.00'TW: 506.00'BW: 505.00'TW: 502.00'BW: 501.00'TW: 520.00'BW: 518.00'TW: 520.00'BW: 517.00'TW: 530.00'BW: 526.00'TW: 519.00'BW: 516.00'TW: 517.00'BW: 515.00'TW: 475.00'BW: 471.00'TW: 474.00'BW: 473.00'TW: 503.00'BW: 499.00'TW: 505.00'BW: 501.00'TW: 508.00'BW: 505.00'TW: 510.00'BW: 505.00'DDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWW00000100200300400510.225TW: 530.00'BW: 520.00'TW: 524.00'BW: 522.00'PROPOSED STONE WALL.T.W. ELEVATION 493.00'CONDOMINIUM BUILDING.FF ELEV.: 498.0GF ELEV.: 486.0SENIORCENTER(NOT PART OF THISPROJECT)RETAIL S P A C E FF ELEV . : 4 7 6 . 0 0 ' 8,100 SFEXISTING UNDERHILLHOUSE.DDDPROPOSED GRADING.DDSWIMMINGPOOL COPINGELEV. = 490.00'2.4%4.5%4%4.5%3.2%2.5%3.2%2.8%2.8%2.9%3.1%3.6%7%5.2%2.7%1.2%2%.4%2.8%2.8%2.7%7%4.5%4.4%4.4%3.4%2.8%3%4.7%2%1.3%3%2.4%3.1%3.3%1.8%4%2%5%2.8%2.6%PROPOSAL REDI-ROCKRETAINING WALL.PROPOSED REDI-ROCKRETAINING WALL.SMH -1SMH -4SMH -5SMH -6SMH -7SMH -8S S S SSS SSSEWER SERVICE CONNECTION.SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SSDYH DYH DYH DYH DYH WSWSWSWSWSWSDYH WTW: 492.00'BW: 486.00'100' CONTROLLEDAREA BOUNDARY (TYP . )DDDFDFDFDFDFDFDFDFDFDFDFDFDFD FD FD FD FD FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFD FD FD FD FD FD FD FDFDFDFDFDFDFDFDFDFDFDFDFDFDRDRDRDRDRD RD RD RD RD RDRDRDRDRDRDRDRDRDRDRDRD RD RD RD RD RD RD RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD RD RD RD RD RD RD RDRDRDRDRD RD RD RD RD RD RD RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD RD RD RDRDRDRDRDRDRDRDRD WWWPROPOSED GRADING.TW: 494.00'BW: 486.00'PROPOSED ISLANDMOUNTABLE CURB.DYHW9'10'12'TW: 513.00'BW: 511.00'SSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW10'12'6'7'5'7'15'10'10'6'STW: 476.00'BW: 470.00'WS WS FDFDFDFDFDFDFDFDFDFDFD FD FD FD FD FD FD FD FDFDFD FDFDFD FD FD FD FD FDFDFDFDFDFDFDFDPROPOSED FOOTING DRAINTO BE DISCHARGED AT GRADE, TYP.FDFDFD FD FD FD FD FD FD FD FDFDFDFDFDFDFDFDFDFDFDFDFDFD FD FD FD FD FD FD FD FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFD FD FD FDFDFDFDFD FD FD FD FD FD FD FDFDFDFDFDFDFDFDFDFDFDFDFD FD FD FD FD FD FD FDFDFDFDFDFDFDFDFDFDFDFDFD FDFDFDFDFDFDFDFDFDFD FD FDFD FD FD FDFD FD FDFDFDFDFDFDFDFDFDFDFDFDFD FD FDFD FD FD FDFD FD FDFDFDFDFDFDFDFDFD FD FDFDFDFDFDFDFDFDTW: 518.00'BW: 517.00'TW: 528.00'BW: 514.00'D485.28475.99SSSSWSSEWER SERVICE.SMH -9487.68487.07489.04487.55486.54PROPOSED FOOTING DRAINTO BE DISCHARGED AT GRADE, TYP.9'6'10'10'NEW DECK 180 SF COVERED PORCH 1 STORY CHAPEL510510515 5205 2 5 515 520 530 515 495475480 485 485490490490 4 9 0 475 505 510 500 505 525520520 515 51050 5 505535 534 533530 510 535535 530 52 5 520.510520 470540 530 535 475 530525535530515490490490491492491 491489490490 4944934964974984995005015075 0 7 5085095095115115125125135145165185195215 2 6 5 2 7 527 528530 512 513 514 516 517518519 529 531 532 476 477 478 478479 481 481482 482483 483484484 486 486487 487488488 488489 4 8 9 4894 9 1 473 503 504 506 507 508 509 511 491 492 502 503 504 526 525 545 474 472 523 522 521 519 518524523522521519518517 512 513 514 516 510 5 1 5 511 512 51 3 51 4 5 1 6 51150950 8 50 7 50 6 50 4 500516517536 537 527 528533532529528527526 524 518511 509 508 4744735 1 9 5 1 8 5 1 7 509 5355305255204 7 6 548 540 507 505 509 51049449349249149349449249 2 492491490492525531 508491.5486.0TS487.7BS490.2TS4 7 6 476.5TS473.5BS473.4TS469.9BS49749 6 4954 9 0 494 498 499 495497 492492490TS/TR497.9495.5BR 496.5501 495496 493 511 498.48550 3 +489.97'+489.97'+489.60'+489.60'506 4 9 1 522521 517 491523 5 2 4 517494493491491.5491.5 4 9 1 . 5 4 9 1 . 5 492 492491.5 492492 48879.4'RDRDPROPOSED 6" PVCPIPE ROOF LEADER, TYP.PROPOSED 8" PVCPIPE FOOT DRAIN.PROPOSED 6" PVCPIPE ROOF LEADER, TYP.LOW MARSH AREAPROPOSED POCKET WETLAND AREA100' CONTROLLEDAREA BOUNDARY (TYP.)WETLAND BOUNDARY (TYP.)WETLAND BOUNDARY (TYP.)EXACT LOCATION OF POND OUTLET PIPEUNKNOWN AND WILL BE DETERMINEDDURING CONSTRUCTION ATDI -3CB -33TRENCH DRAIN WITH 12" CASTIRON GRATE.PROPOSED HDPE DRAINAGE PIPE.PROPOSED DRAIN MANHOLEOVER EXISTING PIPEDMH -9RIM: 483.14'INV. IN: 477.55'INV. OUT: 477.30'PROPOSED HDPE STORMDRAINAGE PIPE (TYP.)PROPOSED STORM WATER MANAGEMENTSYSTEM SUBSURFACE INFILTRATOR129 STORMTECH MC-7200 UNITSEXFILTRATION INV.: 468.75'PROPOSED STORM WATER DETENTIONSYSTEM. 40 ADS N-12 36" HDPESYSTEM INV. 469.50'RIP RAP OUTLET.HDPE DRAINAGE PIPE.FILTERED STANDPIPE OUTLETFOREBAYPROPOSED DRAIN INLET (TYP.)ES-7INV. = 508.5015" HDPE PIPE.L = 145' S = 2%STONE PILLARS36" HDPE PIPEL=47' S = 2%PROPOSED 6" CL52 D.I.P WATER MAIN.YARD DRAINRIM: 534.5INV: 532.83YARD DRAINRIM: 524.5INV: 522.83YARD DRAINRIM: 524.5INV: 522.618"Ø HDPE PIPEL=74' S=13.5%8"Ø HDPE PIPE L=22' S=1.0%8"Ø HDPE PIPE L=20' S=1.0%12" Ø HDPE ROOF DRAINCOLLECTOR PIPE, TYP.ADS SLOTTED DRAIN.12" HDPE ROOF DRAIN COLLECTORPIPE WITH NYLOPLAST DRAIN CLEANOUT AS SHOWN.NEW POND OUTLETSTRUCTUREES-10INV. = 463.96'F.H -2F.H -3F.H -412" HDPE ROOF DRAIN COLLECTORPIPE WITH NYLOPLAST DRAIN CLEANOUT AS SHOWN.12"Ø HDPE ROOF DRAINCOLLECTOR PIPE, TYP.12" HDPE PIPE.EX. -4PROPOSED ASPHALT DRIVEWAYWITH BELGIUM BLOCK CURB.DETAIL (R-2)MICROPOOLHIGH MARSH AREACLEANOUT STRUCTURE, TYP.SEE DETAIL SW-1 ON C-504.CLEANOUT STRUCTURE, TYP.W W W W W W WWWWWWWWINSPECTION PORT, TYP.75' VEGETATED FILTER STRIP, TYP.ES-8INV.=489.00'ES-1INV. = 509.17'ES-4INV. = 502.78'ES-6INV.=496.65'24" DETENTION CHAMBEROUTLET PIPE TO DMH-10INV. 469.50'MAXIMUM W.S.E: 493.97'25' WETLAND PLANT BUFFERES-3INV. = 503.10'3" PVC DRAWDOWN PIPESTONEWALLTO MATCH EASTENTRANCE WALL.ES-2INV. IN = 503.00'ES-5INV. = 494.80'ES-9INV.=491.50'DRDRDRDRDRDRDRDRDFDFDFDFDFDFDFDFDFDFDFDFD FDFDFD TW: 513.00'BW: 512.00'FOOTING DRAINDISCHARGE, TYP.OVERFLOW OUTLET STRUCTUREINV: 472.50'OVERFLOW OUTLET STRUCTUREINV: 472.50'24" NYLOPLAST DRAINSTAND PIPECONNECTION.SIAMESE FIRECONNECTION.8" TEEGATE VALVE8" x 8" TEE W/ 3 GATE VALVESPROPOSED 8" CL52D.I.P WATER MAIN. FIRE HYDRANT.(F.H-1)PROVIDE MIN. 18" VERTICAL SEPARATIONBETWEEN WATER MAIN AND STORM/SEWER PIPEAND 10' HORIZONTAL SEPARATION BETWEENWATER MAIN AND STORM/SEWER PIPE.PROPOSED 8" CL52D.I.P WATER MAIN.GATE VALVE.8" x 10" TAPPING SLEEVEAND GATE VALVE.8" x 8" TEE W/ 2 GATE VALVESPROPOSED 8" CL52 D.I.PWATER MAIN.EXISTING WATER MAIN TO BE REMOVED UP TOPROPERTY LINE NEW 8" CL52 D.I.P MAIN TO BEINSTALLED AND CONNECTED TO EXISTING ATPROPERTY LINE.F.H -5F.H-6WATER MAIN PIPE TO BE ENCASED WITH K-CRETEON SECTIONS WHERE 10' HORIZONTAL SEPARATIONBETWEEN CATCH BASIN AND PIPE CAN NOT BEACHIEVED.PLEASE SEE DETAIL (S-3) ON SHEET C-506.F.H-7EXISTING GATE VALVE.EXISTING GATE VALVE.EXISTING WATER SERVICELINE TO BE REMOVED AT THISPOINT AND REPLACED WITH 8"SERVICE LINESMH-2BUILDING 9 4 UNIT FF ELEV.: 535 . 8 7 ' GF ELEV.: 525 . 2 0 ' FF ELEV.: 539 . 1 7 ' GF ELEV.: 528 . 5 0 'FF ELEV.: 528.80'GF ELEV.: 528.30'BF ELEV.: 518.30'FF ELEV.: 522.00'GF ELEV.: 521.50'BF ELEV.: 511.50'FF ELEV.: 517.00'GF ELEV.: 516.50'BF ELEV.: 506.50'FF ELEV.: 512.75'GF ELEV.: 512.25'BF ELEV.: 502.25FF ELEV.: 511.50'GF ELEV.: 511.00'BF ELEV.: 501.00'BUILDING 5 6 UNIT BUILDING 3 6 UNIT BUILDING 114 UNITFF ELEV.: 537.34'GF ELEV.: 526.67'FF ELEV.: 540.34'GF ELEV.: 529.67'FF ELEV.: 538.34'GF ELEV.: 527.67'FF ELEV.: 536.34'GF ELEV.: 525.67'FF ELEV.: 534 . 8 7 ' GF ELEV.: 524 . 2 0 ' FF ELEV.: 533 . 4 2 ' GF ELEV.: 522 . 7 5 ' FF ELEV.: 530 . 9 2 ' GF ELEV.: 520 . 7 5 ' FF ELEV.: 529 . 9 2 ' GF ELEV.: 519 . 2 5 ' FF ELEV.: 528 . 4 2 ' GF ELEV.: 517 . 7 5 ' FF ELEV.: 52 6 . 2 7 ' GF ELEV.: 51 5 . 6 0 ' FF ELEV.: 52 4 . 2 7 ' GF ELEV.: 51 3 . 6 0 ' FF ELEV.: 5 2 2 . 7 7 ' GF ELEV.: 5 1 2 . 1 0 ' FF ELEV.: 5 2 1 . 2 7 ' GF ELEV.: 5 1 0 . 6 0 ' FF ELEV.: 5 1 9 . 7 7 ' GF ELEV.: 5 0 9 . 1 0 ' FF ELEV.: 5 1 8 . 7 7 ' GF ELEV.: 5 0 8 . 1 0 ' FF ELEV.: 517.92' GF ELEV.: 507.25'FF ELEV.: 517.92' GF ELEV.: 507.25'FF ELEV.: 518.92' GF ELEV.: 508.25'FF ELEV.: 518.92' GF ELEV.: 508.25'FF ELEV.: 519.92' GF ELEV.: 509.25'FF ELEV.: 511.50'GF ELEV.: 511.00'BF ELEV.: 501.00'FF ELEV.: 510.75'GF ELEV.: 510.25'BF ELEV.: 500.25'FF ELEV.: 509.75'GF ELEV.: 509.25'BF ELEV.: 499.25'FF ELEV.: 508.25'GF ELEV.: 507.75'BF ELEV.: 497.75'FF ELEV.: 520.00'GF ELEV.: 519.50'BF ELEV.: 509.50'FF ELEV.: 519.00'GF ELEV.: 518.50'BF ELEV.: 508.50'FF ELEV.: 528.80'GF ELEV.: 528.30'BF ELEV.: 518.30'FF ELEV.: 527.80'GF ELEV.: 527.30'BF ELEV.: 517.30'FF ELEV.: 525.80'GF ELEV.: 525.30'BF ELEV.: 515.30'FF ELEV.: 509.00'GF ELEV.: 508.33'BF ELEV.: 498.50'FF ELEV.: 510.00'GF ELEV.: 509.33'BF ELEV.: 499.50'FF ELEV.: 509.00'GF ELEV.: 508.33'BF ELEV.: 498.50'FF ELEV.: 510.00'GF ELEV.: 509.33'BF ELEV.: 499.50'BUILDING 7 6 UNIT BUILDING 104 UNITBUILDING 84 UNITBUILDING 64 UNITBUILDING 44 UNITBUILDING 22 UNITFF ELEV.: 519.92' GF ELEV.: 509.25'2.0%SSMH -10SSMH -11SEXISTING MANHOLE.TW: 490.00'BW: 489.00'TW: 489.00'BW: 487.00'APARTMENT BLDG.FF ELEV.: 490.00'GAR. FL. ELEV.: 476.00'18"x18" DRAIN INLET.12" HDPE PIPE.STAND PIPECONNECTIONSIAMESE FIRECONNECTIONWATER-ROOM, LOCATIONOF THE WATER SYSTEMCOMPONENTS.19.6'PROPOSED 8" SDR 35 SEWERMAIN. (TYP.)SSSSPORTION OF EXISTING 6"WATER SERVICE LINE TOREMAINPORTION OF EXISTINGWATER SERVICE LINETO BE REMOVED10'MAINTAIN 10' HORIZONTAL AND18" VERTICAL SEPARATIONFROM WATER MAINW W W W W W 480479476 477477.5047510'CB-1CB-2CB-3CB-5CB-7CB-8CB-10DMH-1CB-27CB-28CB-29CB-30CB-31CB-32CB-33DD-1EX-1EX-2EX-3EX-4DI-1DI-2DI-3CB-9DI-6CB-12CB-13CB-15CB-17CB-18CB-19CB-11CB-14CB-16DI-4DI-5DMH-3CB-21DMH-5CB-22CB-24CB-4CB-6BYPASS #1DD-2DMH-6BYPASS #2CB-23DMH-11DMH-10DI-7CB-25OS-1DMH-7DMH-8DMH-9DMH-2ADMH-2TD-1DMH-13DD-3INSTALLATION OF NEW CATCHBASIN CONNECTION ON GLEN ROCKDRAINAGE.NYLOPLAST DRAINDMH-12CL-14CL-13CL-12CL-11CL-10CL-9CL-8CL-7CL-6CL-5CL-4CL-3CL-2CL-1CL-0CB-2649 7 WSWS6" D.I.P FIRE SERVICE4" D.I.P DOMESTICWATER SERVICEBUILDI N G 1 4 UNI T FF EL E V .: 5 2 0 . 5 0' GF EL E V.: 5 1 1. 0 0' FF EL E V .: 5 2 0 . 5 0' GF EL E V.: 5 1 1. 0 0' 510515511 512513514516517518 515FF EL E V .: 5 2 1 . 5 0' GF EL E V. : 5 1 2. 0 0' FF EL E V .: 5 2 1 . 5 0' GF EL E V.: 5 1 2. 0 0'RDRDRDRDRDRDRDRDFDFDFD FD FD FD FD FDFDFDFDFDFDFDFDEXISTING BRIDGE TO BEREMOVED AND REPLACEDWITH HDPE END SECTIONSAND TWO 36"Ø HDPE PIPEBACKFLOW DEVICESBACKFLOW DEVICESMAINTAIN MINIMUM 10' HORIZONTAL SEPARATIONSTONE RIP-RAPEMBANKMENT ANDOUTLET PROTECTIONStructure TableStructure NameCL-0CL-1CL-2CL-3CL-4CL-5CL-6CL-7CL-8CL-9CL-13CL-14CL-11CL-10DMH-2AStructure Details RIM = 522.03 SUMP = ???CL-0 TO CL-1 12" ∅ INV OUT = 520.80 RIM = 520.25 SUMP = ???CL-0 TO CL-1 12" ∅ INV IN = 519.00CL-1 TO CL-2 12" ∅ INV OUT = 518.87 RIM = 517.78 SUMP = ???CL-1 TO CL-2 12" ∅ INV IN = 516.55CL-2 TO CL-3 12" ∅ INV OUT = 516.55 RIM = 509.48 SUMP = ???CL-2 TO CL-3 12" ∅ INV IN = 508.24CL-3 TO CL-4 12" ∅ INV OUT = 508.24 RIM = 506.63 SUMP = ???CL-3 TO CL-4 12" ∅ INV IN = 505.40CL-4 TO CL-5 12" ∅ INV OUT = 505.40 RIM = 503.34 SUMP = ???CL-4 TO CL-5 12" ∅ INV IN = 502.11CL-5 TO CL-6 12" ∅ INV OUT = 502.11 RIM = 502.54 SUMP = ???CL-5 TO CL-6 12" ∅ INV IN = 501.31CL-6 TO CL-7 12" ∅ INV OUT = 501.31 RIM = 501.28 SUMP = ???CL-6 TO CL-7 12" ∅ INV IN = 500.04CL-7 TO CL-8 12" ∅ INV OUT = 500.04 RIM = 500.39 SUMP = ???CL-7 TO CL-8 12" ∅ INV IN = 499.15CL-8 TO CL-9 12" ∅ INV OUT = 499.15 RIM = 499.25 SUMP = ???CL-8 TO CL-9 12" ∅ INV IN = 498.01CL-9 TO DMH-2 12" ∅ INV OUT = 498.01 RIM = 505.59 SUMP = ???CL-14 TO CL-13 12" ∅ INV IN = 504.42CL-13 TO CL-12 12" ∅ INV OUT = 504.42 RIM = 516.10 SUMP = ???CL-14 TO CL-13 12" ∅ INV OUT = 514.93 RIM = 497.03 SUMP = ???CL-12 TO CL-11 12" ∅ INV IN = 495.86CL-11 TO CL-10 12" ∅ INV OUT = 495.86 RIM = 496.75 SUMP = ???CL-11 TO CL-10 12" ∅ INV IN = 495.58CL-10 TO DMH-2A 12" ∅ INV OUT = 495.58 RIM = 500.20 SUMP = 492.26CL-10 TO DMH-2A 12" ∅ INV IN = 495.26Pipe - (155) 12" ∅ INV OUT = 495.26Structure TableStructure NameCB-4CB-6DMH-6BYPASS #2BYPASS #1DD-2CB-23DMH-11DMH-10DI-4DI-5DMH-3DI-6CB-12CB-13CB-15CB-17CB-18CB-19CB-11CB-14CB-16CB-27CB-28CB-29CB-30CB-31CB-32CB-1CB-2CB-3CB-33CB-5CB-7CB-8CB-10Structure Details RIM = 522.06 SUMP = 518.04CB-4 TO CB-3 15" ∅ INV OUT = 519.04 RIM = 515.00 SUMP = 510.74CB-6 TO CB-5 15" ∅ INV OUT = 511.74 RIM = 476.25 SUMP = 469.00CB-24 TO DMH-6 18" ∅ INV IN = 470.56DI-7 TO DMH-6 12" ∅ INV IN = 470.56DMH-6 TO BP#2 24" ∅ INV OUT = 470.00 RIM = 475.81 SUMP = 468.32DMH-6 TO BP#2 24" ∅ INV IN = 469.50BP#2 TO DD-3 24" ∅ INV OUT = 469.32BP#2 TO DMH-12 24" ∅ INV OUT = 470.32 RIM = 474.81 SUMP = 469.32CB-19 TO BP#1 24" ∅ INV IN = 470.70BP#1 TO DD-2 24" ∅ INV OUT = 470.67BP#1 TO DMH-13 24" ∅ INV OUT = 470.32 RIM = 475.22 SUMP = 463.02BP#1 TO DD-2 24" ∅ INV IN = 470.20DD-2 TO INFIL. 24" ∅ INV OUT = 468.94 RIM = 481.78 SUMP = 474.81CB-22 TO CB-23 15" ∅ INV IN = 476.89CB-23 TO CB-24 15" ∅ INV OUT = 475.81 RIM = 474.50 SUMP = 466.15DETENTION OUTLET 24" ∅ INV IN = 468.30DMH-11 TO DMH-10 24" ∅ INV OUT = 467.15 RIM = 468.47 SUMP = 463.68DMH-11 TO DMH-10 24" ∅ INV IN = 464.76DMH-10 TO ES-2 24" ∅ INV OUT = 464.68 RIM = 511.00 SUMP = 506.55DI-4 TO DI-5 15" ∅ INV OUT = 507.55 RIM = 498.31 SUMP = 492.56DI-4 TO DI-5 15" ∅ INV IN = 493.81DI-5 TO DMH-3 15" ∅ INV OUT = 493.56 RIM = 484.66 SUMP = 476.36DI-5 TO DMH-3 15" ∅ INV IN = 480.34DMH-3 TO CB-15 18" ∅ INV OUT = 477.36 RIM = 497.00 SUMP = 492.75DI-6 TO CB-12 15" ∅ INV OUT = 493.75 RIM = 496.96 SUMP = 491.12DI-6 TO CB-12 15" ∅ INV IN = 492.37CB-12 TO CB-11 15" ∅ INV IN = 492.25CB-12 TO CB-13 15" ∅ INV OUT = 492.12 RIM = 488.49 SUMP = 483.96CB-12 TO CB-13 15" ∅ INV IN = 485.54CB-14 TO CB-13 15" ∅ INV IN = 484.32CB-13 TO CB-15 24" ∅ INV OUT = 484.07 RIM = 482.57 SUMP = 473.47CB-13 TO CB-15 24" ∅ INV IN = 478.75CB-15 TO CB-16 18" ∅ INV IN = 478.94DMH-3 TO CB-15 18" ∅ INV IN = 475.00CB-15 TO CB-17 24" ∅ INV OUT = 474.97 RIM = 477.69 SUMP = 472.20CB-15 TO CB-17 24" ∅ INV IN = 473.20CB-17 TO CB-18 24" ∅ INV OUT = 473.20 RIM = 475.85 SUMP = 471.03CB-17 TO CB-18 24" ∅ INV IN = 472.03CB-18 TO CB-19 24" ∅ INV OUT = 472.03 RIM = 474.75 SUMP = 470.75CB-18 TO CB-19 24" ∅ INV IN = 470.86TD-1 TO CB-19 12" ∅ INV IN = 471.70CB-19 TO BP#1 24" ∅ INV OUT = 470.86 RIM = 496.23 SUMP = 491.25CB-12 TO CB-11 15" ∅ INV OUT = 492.37 RIM = 488.97 SUMP = 483.61POOL DRAIN TO CB-14 12" ∅ INV IN = 484.61CB-14 TO CB-13 15" ∅ INV OUT = 484.61 RIM = 482.46 SUMP = 478.16CB-15 TO CB-16 18" ∅ INV OUT = 479.16 RIM = 548.59 SUMP = 543.23CB-27 TO CB-28 18" ∅ INV OUT = 544.23 RIM = 545.07 SUMP = 537.49CB-27 TO CB-28 18" ∅ INV IN = 538.74EX-1 TO CB-28 15" ∅ INV IN = 538.74CB-28 TO CB-29 18" ∅ INV OUT = 538.49 RIM = 541.09 SUMP = 535.16CB-28 TO CB-29 18" ∅ INV IN = 536.73EX-2 TO CB-29 15" ∅ INV IN = 536.73CB-29 TO CB-30 18" ∅ INV OUT = 536.16 RIM = 531.26 SUMP = 525.08CB-29 TO CB-30 18" ∅ INV IN = 526.33EX-3 TO CB-30 15" ∅ INV IN = 526.33CB-30 TO CB-31 24" ∅ INV OUT = 526.08 RIM = 524.48 SUMP = 513.38CB-30 TO CB-31 24" ∅ INV IN = 516.69CB-31 TO CB-32 24" ∅ INV OUT = 516.69CB-31 TO DD-1 30" ∅ INV OUT = 514.44 RIM = 522.12 SUMP = 516.51CB-31 TO CB-32 24" ∅ INV IN = 517.51CB-32 TO CB-33 15" ∅ INV OUT = 518.75 RIM = 524.35 SUMP = 519.01CB-1 TO CB-2 15" ∅ INV OUT = 520.01 RIM = 527.31 SUMP = 518.06CB-1 TO CB-2 15" ∅ INV IN = 519.52CB-2 TO CB-3 18" ∅ INV OUT = 519.06 RIM = 521.99 SUMP = 516.34CB-2 TO CB-3 18" ∅ INV IN = 517.54CB-4 TO CB-3 15" ∅ INV IN = 518.39CB-3 TO CB-5 18" ∅ INV OUT = 517.34 RIM = 524.62 SUMP = 520.26CB-32 TO CB-33 15" ∅ INV IN = 521.26CB-33 TO EX-4 15" ∅ INV OUT = 521.51 RIM = 514.98 SUMP = 507.74CB-3 TO CB-5 18" ∅ INV IN = 508.88CB-6 TO CB-5 15" ∅ INV IN = 511.12CB-5 TO CB-7 18" ∅ INV OUT = 508.74 RIM = 506.24 SUMP = 498.78CB-5 TO CB-7 18" ∅ INV IN = 499.79CB-7 TO CB-8 24" ∅ INV OUT = 499.78 RIM = 506.41 SUMP = 496.93CB-7 TO CB-8 24" ∅ INV IN = 498.84CB-9 TO CB-8 15" ∅ INV IN = 498.09CB-8 TO CB-10 30" ∅ INV OUT = 497.93 RIM = 509.00 SUMP = 495.26CB-8 TO CB-10 30" ∅ INV IN = 496.56CB-10 TO DMH-1 30" ∅ INV OUT = 496.26Structure TableStructure NameDMH-1DI-1DI-2DI-3CB-9CB-26CB-21DMH-5CB-22CB-24DD-1ES-1EX-1EX-2EX-3EX-4TD-1DMH-13DETENTION #1DMH-12DD-3ES-6DMH-2ES-2ES-7ES-3ES-2ES-4ES-8CB-25DI-7OS-1DMH-7DMH-8DMH-9Structure Details RIM = 511.20 SUMP = 493.69CB-10 TO DMH-1 30" ∅ INV IN = 494.96DMH-1 TO ES-8 30" ∅ INV OUT = 494.69 RIM = 535.91 SUMP = 529.49DI-1 TO DI-2 15" ∅ INV OUT = 530.49 RIM = 527.64 SUMP = 520.42DI-1 TO DI-2 15" ∅ INV IN = 522.17DI-2 TO DI-3 15" ∅ INV OUT = 521.42 RIM = 518.11 SUMP = 506.24DI-2 TO DI-3 15" ∅ INV IN = 511.17DI-3 TO CB-9 15" ∅ INV OUT = 507.24 RIM = 506.64 SUMP = 498.02DI-3 TO CB-9 15" ∅ INV IN = 500.88CB-9 TO CB-8 15" ∅ INV OUT = 499.02 RIM = 475.00 SUMP = 470.55TRENCH DRAIN 15" ∅ INV IN = 471.60CB-26 TO NYLOPLAST 15" ∅ INV OUT = 471.55 RIM = 486.57 SUMP = 482.24CB-21 TO DMH-5 15" ∅ INV OUT = 483.24 RIM = 488.39 SUMP = 481.49CB-21 TO DMH-5 15" ∅ INV IN = 482.74DMH-5 TO CB-22 15" ∅ INV OUT = 482.49 RIM = 488.60 SUMP = 480.13DMH-5 TO CB-22 15" ∅ INV IN = 481.13CB-22 TO CB-23 15" ∅ INV OUT = 481.13 RIM = 476.09 SUMP = 469.72CB-23 TO CB-24 15" ∅ INV IN = 472.13CB-25 TO CB-24 15" ∅ INV IN = 470.86CB-24 TO DMH-6 18" ∅ INV OUT = 470.72 RIM = 517.79 SUMP = 503.86CB-31 TO DD-1 30" ∅ INV IN = 512.29DD-1 TO ES-1 30" ∅ INV OUT = 512.04 RIM = 512.39 SUMP = ???DD-1 TO ES-1 30" ∅ INV IN = 509.17 RIM = 545.96 SUMP = 540.60EX-1 TO CB-28 15" ∅ INV OUT = 541.60 RIM = 542.22 SUMP = 536.87EX-2 TO CB-29 15" ∅ INV OUT = 537.87 RIM = 532.00 SUMP = 526.64EX-3 TO CB-30 15" ∅ INV OUT = 527.64 RIM = 525.67 SUMP = 521.47CB-33 TO EX-4 15" ∅ INV IN = 522.47 RIM = 475.15 SUMP = 471.38TD-1 TO CB-19 12" ∅ INV OUT = 472.38 RIM = 475.00 SUMP = 469.85BP#1 TO DMH-13 24" ∅ INV IN = 470.00DMH-13 TO NYLOPLAST 24" ∅ INV OUT = 470.00 RIM = 472.10 SUMP = 468.00 RIM = 473.73 SUMP = ???BP#2 TO DMH-12 24" ∅ INV IN = 470.13Pipe - (12) 12" ∅ INV IN = 472.45Pipe - (4) 24" ∅ INV OUT = 470.13 RIM = 475.88 SUMP = 466.86BP#2 TO DD-3 24" ∅ INV IN = 469.25DD-3 TO INFIL. 24" ∅ INV OUT = 468.94 RIM = 497.84 SUMP = ???DMH-2 TO ES-6 12" ∅ INV IN = 496.65 RIM = 501.97 SUMP = 493.97CL-9 TO DMH-2 12" ∅ INV IN = 496.97DMH-2 TO ES-6 12" ∅ INV OUT = 496.97 RIM = 466.20 SUMP = ???DMH-10 TO ES-2 24" ∅ INV IN = 463.96 RIM = 510.36 SUMP = ???ES-7 TO ES-3 15" ∅ INV OUT = 508.50 RIM = 509.39 SUMP = ???ES-7 TO ES-3 15" ∅ INV IN = 507.53 RIM = 506.49 SUMP = ???ES-2 TO ES-4 36" ∅ INV OUT = 503.10 RIM = 506.49 SUMP = ???ES-2 TO ES-4 36" ∅ INV IN = 502.78 RIM = 492.21 SUMP = ???DMH-1 TO ES-8 30" ∅ INV IN = 489.00 RIM = 475.04 SUMP = 470.07NYLOPLAST TO CB-25 15" ∅ INV IN = 471.07CB-25 TO CB-24 15" ∅ INV OUT = 471.07 RIM = 476.27 SUMP = 473.67DI-7 TO DMH-6 12" ∅ INV OUT = 473.67 RIM = 492.20 SUMP = 484.94OS-1 TO DMH-7 24" ∅ INV OUT = 485.94 RIM = 490.24 SUMP = 477.89OS-1 TO DMH-7 24" ∅ INV IN = 483.49DMH-7 TO DMH-8 24" ∅ INV OUT = 478.89 RIM = 483.20 SUMP = 476.85DMH-7 TO DMH-8 24" ∅ INV IN = 477.85DMH-8 TO DMH-9 30" ∅ INV OUT = 477.85 RIM = 483.14 SUMP = 476.26DMH-8 TO DMH-9 30" ∅ INV IN = 477.26DMH-9 TO OUT 30" ∅ INV OUT = 477.26Structure TableStructure NameSMH-1SMH-2SMH-3SMH-6SMH-5SMH-4SMH-7SMH-10SMH-9SMH-8SMH-11EX-SMHStructure Details RIM = 526.52 SUMP = 520.25Pipe - (96) 8" ∅ INV OUT = 521.50 RIM = 521.58 SUMP = 513.93Pipe - (96) 8" ∅ INV IN = 514.18Pipe - (97) 8" ∅ INV OUT = 513.93 RIM = 515.80 SUMP = 509.17Pipe - (97) 8" ∅ INV IN = 509.42Pipe - (98) 8" ∅ INV OUT = 509.17 RIM = 510.21 SUMP = 507.61Pipe - (100) 8" ∅ INV OUT = 507.61 RIM = 508.98 SUMP = 505.91Pipe - (100) 8" ∅ INV IN = 506.11Pipe - (99) 8" ∅ INV OUT = 505.93 RIM = 506.43 SUMP = 498.98Pipe - (98) 8" ∅ INV IN = 500.50Pipe - (99) 8" ∅ INV IN = 500.50Pipe - (101) 8" ∅ INV OUT = 499.02 RIM = 496.09 SUMP = 485.60Pipe - (101) 8" ∅ INV IN = 485.62Pipe - (102) 8" ∅ INV OUT = 485.62 RIM = 491.01 SUMP = 480.75Pipe - (104) 8" ∅ INV IN = 480.77Pipe - (15) 8" ∅ INV OUT = 480.77 RIM = 491.00 SUMP = 481.15Pipe - (103) 8" ∅ INV IN = 481.15Pipe - (104) 8" ∅ INV OUT = 481.15 RIM = 489.90 SUMP = 482.68Pipe - (102) 8" ∅ INV IN = 482.68Pipe - (103) 8" ∅ INV OUT = 482.68 RIM = 486.28 SUMP = 478.75Pipe - (15) 8" ∅ INV IN = 478.77Pipe - (16) 8" ∅ INV OUT = 478.77 RIM = 478.52 SUMP = 470.33Pipe - (16) 8" ∅ INV IN = 470.33Sheet DATE: SCALE: DRAWN BY: Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 -NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY BADEY AND WATSON, DATED 06/12/20. THEENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.com1" = 40' IMPROVEMENT PLAN PROJECT - PREPARED FOR UNDERHILL FARM SITE PLAN UNDERHILL AVENUE Westchester County, New YorkTown of Yorktown 6-22-20 TK F:\2020\20-20 UNICORN - SOUNDVIEW\ENGINEERING\CAD\C3D-20-20 UNICORN - SOUNDVIEW\DWG\20-20 UNDERHILL FARM 7-22-2024.DWG 4/22/2024 12:52:09 PM 0204080SCALE: 1"=40'-0"20-20C-105C-105NOTE:1.THE TOWN OF YORKTOWN WILL PERIODICALLY MAINTAIN THEPROPOSED SEWER MAIN EXTENSION FOR LOW FLOW CONDITIONS2.ALL TREE SELECTED FOR RRV REDUCTION IN THIS PROJECT ARESELECTED PER THE NYSDM TO CLAIM THE 100 SF/TREE REQUIREMENT3.SANITARY SEWER SERVICE CONNECTIONS TO THE APARTMENTBUILDING AND CONDOMINIUM BUILDING WILL REQUIRE PRIVATE SEWERAPPLICATIONS THAT WILL BE SUBMITTED TO THE HEALTH DEPARTMENTUNDER A SEPARATE COVERNo. Revisions: Date Comments:No. Revisions: Date Comments: 13.9/8/2023 Site Plan update 14.10/11/23 DEP Comments 15.2/2/2024 DEP Comments 16.2/14/2024 WCHD Comments 17.3/12/2024 DEP Sewer Comments 18.3/21/2024 DEP Comments 19.4/22/2024 WCHD Comments 20.5/10/2024 DEP Comments 21.5/22/2024 WCHD Comments 22.5/30/2024 WCHD Comments 23.8/15/2024 WCHD Resubmission 24.10/21/2024 TEAM COORDINATION 25.11/11/2024 Site Plan Updates 26.11/14/2024 Site Plan Updates 27.12/13/2024 WCHD Resubmission 28.2/07/25 Update to Underhill House Exp & Parking 29.2/11/25 Update to Underhill House Exp & Parking 30.2/18/25 Update to Underhill House Trash Enc. - Culverts See map entitled "Section No. One of CloverRidge...," filed in the Westchester County clerk'soffice on January 25, 1954 as Map No. 8822M M M CONCCONCCONCBIT CONCCONCBITSAW MI L L R I V E R R O A D RT-118CARDINAL C O U R T GLENROCK STREET UNDERHILL AVENUE ROCH A M B E A U DRIVE N.Y.S RO U T E 1 1 8 S . H . N O . 1 4 82 15PROPERT Y L I N E PROPERTY L I N E PROPE R T Y L I N E PROPERTY LINE PROPERTY L INE See map entitled "Subdivision of property prepared for Gilbert Beaver Conference Farm Inc....,"filed in the Westchester County clerk's office on November 21, 1979 as Map No. 20102N.Y.S. ROU T E 1 1 8 STRE E T U N D E R H I L L Highway b o u n d a r y a s s h o w n o n F i l e d M a p N o . 1 1 9 8 2 ( S.H. N o . 1 4 8 , M a p N o . 1 3 , P a r c e l 1 8 )CurbCurbCurbCurbCurbThe Grace BuildingCurb Frame BuildingAsphaltAsphaltColdwell BankerBuildingAsphalt2nd Story OverhangWVWVWVWVWVWVWVWVWVWVWVWVWETLANDMITIGATIONAREASheet DATE: SCALE: DRAWN BY: Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 -NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY BADEY AND WATSON, DATED 06/12/20. THEENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.com1" = 40' OPEN SPACE AND RECREATION PROJECT - PREPARED FOR UNDERHILL FARM SITE PLAN UNDERHILL AVENUE Westchester County, New YorkTown of Yorktown 6-22-20 TK F:\2020\20-20 UNICORN - SOUNDVIEW\ENGINEERING\CAD\C3D-20-20 UNICORN - SOUNDVIEW\DWG\20-20 UNDERHILL FARM 7-22-2024.DWG 4/22/2024 12:52:09 PM 0204080SCALE: 1"=40'-0"20-20AT LEAST 400 SQUARE FEET OF USABLEOPEN SPACE IS PROVIDED ON THE SITEFOR EACH DWELLING UNIT FOR PLAYAREA AND OTHER OUTDOOR LIVING USES.THE DEVELOPER SHALL PROVIDE ASUITABLY IMPROVED PLAYGROUND/PLAYAREA. EACH SUCH PLAYGROUND/PLAYAREA SHALL HAVE A MINIMUM AREA OF1,200 SQUARE FEET AND A MAXIMUMDISTANCE OF 1,000 FEET FROM THE UNITSTO BE SERVED.IN ADDITION TO THE ABOVE, THEDEVELOPER SHALL ALSO SET ASIDE 10%OF THE SITE FOR THE PROVISION OFPARK AND/OR RECREATIONAL FACILITIES.IF THE PROVISION OF SUCH FACILITIES ISIMPRACTICAL BECAUSE OF THEPARTICULAR LAYOUT OF THEDEVELOPMENT OR FOR OTHER REASONS,A RECREATION FEE OF $4,000 PER UNITSHALL BE SUBMITTED PRIOR TOAPPROVAL OF THE APPLICATION.80 UNITS @ 400 SF =32,000 SF600,459 * 10%:60,045 SFPARK / PASSIVE REACREATION AREA:144,086 SF @ 50% = 72,043 SF.24,000 SF REAR YARD TOWNHOUSEUNIT + 50% OF PARK / PASSIVERECREATION AREA144,086 SF @ 50% = 72,043 SFTOTAL: 24,000 + 72,043 = 96,043 SF3,150 SF CONDO POOL1,200 SF PLAY AREARECREATION ANALYSISRECREATION REQUIREMENTS R-3 ZONEREQUIREDPROVIDEDLEGENDPLAY AREAUSABLE OPEN SPACE /PARK - PASSIVERECREATION AREAUSABLE OPEN SPACEC-106No. Revisions: Date Comments:No. Revisions: Date Comments: 13.9/8/2023 Site Plan update 14.10/11/23 DEP Comments 15.2/2/2024 DEP Comments 16.2/14/2024 WCHD Comments 17.3/12/2024 DEP Sewer Comments 18.3/21/2024 DEP Comments 19.4/22/2024 WCHD Comments 20.5/10/2024 DEP Comments 21.5/22/2024 WCHD Comments 22.5/30/2024 WCHD Comments 23.8/15/2024 WCHD Resubmission 24.10/21/2024 TEAM COORDINATION 25.11/11/2024 Site Plan Updates 26.11/14/2024 Site Plan Updates 27.12/13/2024 WCHD Resubmission 28.2/07/25 Update to Underhill House Exp & Parking 29.2/11/25 Update to Underhill House Exp & Parking 30.2/18/25 Update to Underhill House Trash Enc. - Culverts WALK INFREEZER8x1069 SFWALK INFRIDGE8x642 SFCOOK LINE ASSEMBLY LINE ACAI / SMOOTHIES EXPOPREPPOSKITCHEN637 SFNEWWOMEN'SRESTROOMNEWMEN'SRESTROOMCOMMERCIALKITCHEN700 SFWAIT STATIONSEATING AREA40 SEATS760 SFOFFICECOFFEE / BEVERAGES DISH AREARESTROOM7'-4" x 6'-8"48 SFRESTROOM7'-4" x 6'-8"48 SFPICK UPCOFFEE STATIONNEWCOVERED PORCHOUTDOOR DININGADDITIONEXISTING ROOT CELLARBULK HEADNEW REFUSE AREAEXISTING BUILDING FOOTPRINT 4,240 SF+/-NEW ADDITION 1,780 SFEXISTING FRONT COVERED PORCH 470 SF+/-NEW FRONT PORCH ADDITION 440 SFLEGENDNEW DINING AREASNEW COMMERCIAL KITCHENNEW COFFEE SHOPNEW OUTDOOR DINING PORCH/ PATIONEW RESTAURANT BATHROOMSA1.01New First Floor Tenant Schematic Plan (2,200 SF Dining/ 1,840 SF Kitchen)Scale: 3/16" = 1'-0"1A1.01N036057JOS E P HG.THOMPSONUnderhill Mansion Renovation FOR PLANNING BOARD REVIEW & APPROVALDate: June 7, 2024Revisions:Joseph G. Thompson Architect, PLLC108 N Division Street, Ste 100P e e k s k i l l , N e w Y o r k 1 0 5 6 6PH: (8 4 5) 5 3 2 - 8 1 5 6EM: joe@jthompsonarch.comNOTES:IT IS A VIOLATION OF THE LAW FORANY PERSON, UNLESS ACTINGUN D ER T H E D I R EC T I O N O F ALICENSED ARCHITECT OR ENGINEER,TO ALTER AN ITEM IN ANY WAY. IF ANITEM BEARING THE SEAL OF ANAR CH I T EC T O R ENG I NE ER I SALTERED, THE ALTERING ARCHITECTOR ENGINEER SHALL AFFIX TO HISITEM THE SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY HISSIGNATURE AND THE DATE OF SUCHALTERATION, AND A SPECIFICDESCRIPTION OF THE ALTERATION.D O N O T S C A L E D R A W I N G S .WRITTEN DIMENSIONS GOVERN.© JOSEPH G THOMPSON ARCHITECT,PLLC. ALL RIGHTS RESERVED.February 18, 2025Joseph G. Thompson, RANew York State License #036057SEALUnderhill Soundview, LLC (Owner) 370 Underhill Ave Yorktown Heights, New York 10598 S-B-L: 48.06-1-30 Town of Yorktown - Westchester CountyJuly 16, 2024REVISED PLAN EXISTINGCOVEREDPORCHNEWRETAIL STORE400 SFNEWBAR16 SEATSNEWDINING40 SEATS950 NET SF+/-NEWKITCHENNEW EPOXY FLOOR1,000 NET SF+/-NEWWOMEN'SRESTROOMNEWMEN'SRESTROOMNEWCOVERED PORCHOUTDOOR DININGADDITIONDWNEW"THE ANDRE"PRIVATE DINING18 SEATS450 NET SF+/-NEW"THE BENEDICT"PRIVATE DINING18 SEATS415 NET SF+/-NEWWALK-IN COOLERPRODUCE & DELI13'-0" X 8'-0"NEWJANCLNEWREFUSE AREALEGENDNEW DINING AREASNEW BARNEW RETAIL USENEW OUTDOOR DINING/ PORCHSUPPORT SPACE/ CIRCULATIONNEW COMMERCIAL KITCHENWAIT STATION"THE ISAAC"POSPICKUPNEWWALK-IN COOLERMEAT & FISH13'-0" X 8'-0"NEWCOATCLOSETEXISTING BUILDING FOOTPRINT 4,240 SF+/-NEW KITCHEN ADDITION 960 SFEXISTING FRONT COVERED PORCH 470 SF+/-NEW FRONT PORCH ADDITION 440 SFA1.01036057JOS E P HG.THOMPSONUnderhill Mansion Renovation FOR ABACA REVIEW & APPROVALDate: July 3, 2024Revisions:Joseph G. Thompson Architect, PLLC108 N Division Street, Ste 100P e e k s k i l l , N e w Y o r k 1 0 5 6 6PH: (8 4 5) 5 3 2 - 8 1 5 6EM: joe@jthompsonarch.comNOTES:IT IS A VIOLATION OF THE LAW FORANY PERSON, UNLESS ACTINGU N D E R T H E D I R E C TI O N O F ALICENSED ARCHITECT OR ENGINEER,TO ALTER AN ITEM IN ANY WAY. IF ANITEM BEARING THE SEAL OF ANAR C H I TE C T O R E N G I N E ER I SALTERED, THE ALTERING ARCHITECTOR ENGINEER SHALL AFFIX TO HISITEM THE SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY HISSIGNATURE AND THE DATE OF SUCHALTERATION, AND A SPECIFICDESCRIPTION OF THE ALTERATION.D O N O T S C A L E D R A W I N G S .WRITTEN DIMENSIONS GOVERN.© JOSEPH G THOMPSON ARCHITECT,PLLC. ALL RIGHTS RESERVED.Joseph G. Thompson, RANew York State License #036057SEALUnderhill Soundview, LLC (Owner) 370 Underhill Ave Yorktown Heights, New York 10598 S-B-L: 48.06-1-30 Town of Yorktown - Westchester CountyNew First Floor Architectural Plan (1,815 SF Dining/ 1,000 SF Kitchen)Scale: 3/16" = 1'-0"1A1.01APPROVED PLAN Curry Honda From:Ian Richey To: Cc:John Tegeder; Robyn Steinberg; Nancy Calicchia Subject:RE: Curry Honda - Site Lighting Plan Date:Friday, February 21, 2025 10:59:34 AM Hi Marty, I’ve gone through the your latest submission and have the following comments: -Provide a detail of the permeable pavers as opposed to photos. -Include photometrics on the lighting plan as per Town Code Section 200-7 (B). -Submit an erosion and sediment control plan for review at your earliest convenience. Best regards, Ian Ian Richey Assistant Planner Town of Yorktown Planning Department Albert A. Capellini Community and Cultural Center 1974 Commerce Street, Room 222 Yorktown Heights, NY 10598 Phone: 914-962-6565 Ext: 325 Fax: 914-962-3986 Email: irichey@yorktownny.gov Web: http://www.yorktownny.org/planning From: Sent: Thursday, February 20, 2025 2:28 PM To: John Tegeder <jtegeder@yorktownny.gov>; Robyn Steinberg <rsteinberg@yorktownny.gov>; Ian Richey <irichey@yorktownny.gov>; Nancy Calicchia <ncalicchia@yorktownny.gov> Cc: Subject: Curry Honda - Site Lighting Plan CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. John, As per our telephone conversation, I am finishing up the Site Lighting Plan so you can get us on the Agenda for the Monday Night Planning Board Meeting to review the Site Lighting Plan and then we can get the Chairman's Sign off. I am sending you a PDF of the Site Plan S-100, Site Lighting Plan (New Drawing S-102) and Landscape Plan for your review, before I print it out and drop off the copies for you. I am finalizing the Erosion and Sediment Control Plan (New Drawing S-101). Please let me know if the Site Lighting Plan is acceptable. How many copies of the Drawings do you need? I will print them out and I will drop them off. Thanks,   Marty       Martin Stejskal, RA, AIA   2 Muscoot Rd N. Mahopac, NY  10541 (845) 628 - 6613  (P) (845) 628-2807    (F) www.arch-visions.com www.arch-visions.com 1 2 43 5 6 7 8 L-100