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HomeMy WebLinkAboutBP23-069PERMIT 4Q SECTION .13 TYPE OF WORK JOB LOCATION OWNER�/l co EST. %0/co 0 eC&9 i�CYJeW940/1c 3 v` ar; --P6f A /, goo - pts 0�3 Jq TCO # FEE DATE e o� •COO "FEE, FEES �3,�1S-PD INSPECTION RECOa' I•1) FOOTING DA E FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING L� RGH PLUMBING GAS 0 SPRINKLER ELECTRIC LOW -VOLT ALARM AS BUILT FINAL �,Aa 3 - / 7 �i4c'Ir OTHER APPROVALS BOT Ps ZBA OTHER REQUIRED PRIOR FINAL INSPECTIt VILLAGE OF RYE BROOK WESTCHEST COUNT-y, NEW YORK NO: 23-189 f Certtf icote of ®rcupaucp This is to certify that of, having duly filed an application on (lc-&be1'' J, 20 0?3 requesting a Certificate of Occupancy for the premises known as, Dry Rye Brook,NY, located in a /`�. ��� Zoning District and shown on the most current Tax Map as Section: 5.3 Block: --L—Lot: LP and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.t-If--)"�� , issued 20 �3, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications,Use: /J'� 13/do Qa2/ L Construction: , for the following purposes: A.,r C6 VPre . Yefh. SionC- Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in height shall be a ,nor shall the building be moved from one location to another until a permit to accomplish such change h bee obtain d fp6m 1 ing Inspector. Building Inspector,Village of Rye Brook: Date: DEC 0 4 2023 P,� For office use oniv. EC E ��E � BUILDIC+ .�TMENT PERMIT#ffeQ&-Olv9 VIL "YE YE ]f[flOK ISSUED:`'S 3/-013 OCT 11 2023D,i938 KING STRE OOK, !W YORK 10573 DATE:/O� �06 C�, FEE: ,���� PAIDVILLAGE OF RYE BROOK ry kor BUILDING DEPARTMENT APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION Address: 5 Berkley Drive, Rye Brook. NY. 10573 Occupancy/Use:1 family residence Parcel ID#: 135.34-1-61 Zone: R-10 Owner: Eric Goldstein/Rebecca Kleban Address: 5 Berkley Drive, Rye Brook. NY. 10573 P.E./R.A. or Contractor:TKIV C'o-�/s f�o�son 6 Address: //aeo%I/,��c gIrXII� y Person in responsible charge: �gVid )q4(2ri Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK, COUNTY OF WESTCHESTER as: bttc awsl/,-) being duly sworn,deposes and says that he/she resides at bbeb-LE z OA"14 (Print Name of Applicant) (No.and Street) in ,7 ,in the County oflAle,S A N}rr in the State of ,that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ .t 3� coo for the construction or alteration of: Dal� 0, W,-Vk"t Sti Cyr& Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this \` Sworn to before me this day of� r , 20 cl--7- day of , 20 Sig/nature of r�perty Owner Signature of Applicant l� �1 S' �xhDS'�r.•.J Print ame of Property Owner Print Name of Applicant Notary Public SHARI MELILLO Notary Public Notary Public,state of New York No.OIME6160063 Qualified in Westchester County -1 Commission Expires January 29,20 Z 1 BRC�k• O Zm t7 BUILDING DEPARTMENT UILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - -- - -- - -- - - - - - - - - - 1 ADDRESS:- Y t DATE' ` O� PERMIT# ISSUED.. k1f SECT: BLOCK: LOT: LOCATION: �CUPANCY: ❑ Violation Noted THE WORK IS...".,-❑ PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION INAL ❑ OTHER �7 BUILDING DEPARTMENT UILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - -- - - - - - - ADDRESS : �� DATE' PERMIT# ` -t`/ 2 — ISSUED: 2� SECT: BLOCK: LOT: LOCATION: VCCUPANCY: �V ❑ Violation Noted THE WORK IS... VPASSED ❑ FAILED /REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑.,�ROUGH PLUMBING TROUGH FRAMING ❑ INSULATION ❑ Natural Gas 11 C � Q-t N L� �t < C C�Cr�•S �s ❑ L.P. Gas n ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BR°� Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 1982'� (914)939-0753 FAX(914)939-0242 INSPECTION REPORT Address: / /jam /`h .� j� ; r Date: Name: 6I a.1 Location: c Permit#: Phone: Email: Work being Inspected: ` �� ✓�G Work Inspected is: Accepted Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water e a; Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: ly Diagram: dl 40 VI-Orl Signature i �yE BR(��. cu � 04 /'• 1982. BUILDING DEPARTMENT UiUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - -- - - - - ADDRESS : � ATE. PERMIT# � ISSUED: 3ECT: BLOCK: LOT: LOCATION: �? O( OCCUPANCY: ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION c 1 `�, % REQUIRED Q• FOOTING 6 L E--�.2 ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL -� ❑ OTHER �QyE-BR�k O Z� cu � -c 1982•��O BUILDING DEPARTMENT DBUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - -- - - - - - - -- - - ADDRESS ' ( �— `' `' DATE: PERMIT# ` `' 1 ISSUED -tECT: BLOCK: LOT: LOCATION: P OCCUPANCY: ❑ Violation Noted THE WORK IS...f PASSED ❑ FAILED REINSPECTION -0 SITE INSPECTION , , REQUIRED P FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER CK O c `� E -N ■ o � � pW.,, �' rig n to . © a ® H A Ln c en C.7 Q c CA w. co� U-) UV 0*4% . U It Pa "� w Z a V] F ICE G1 cq E x00 as ■ c . rn Cf) o r b o • pp zz v,, lo ? � v �W / w z WLu A Z O Z h+q 1� CLU ap 4141414;4;4 4 9 9 4 44 414 4 414 4 4 4149 9 9 0 49 414141414 4 419 4 9 49 9 49 9 4 41,9 419 441 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 MAR 2 3 2023 ID (914)939-0668 wwwxyebrook,org VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: - ---MAY 1 7 2 Approval Date: MAY LC t#� �i� "'t. L7� Application # �-� Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# _ Chairman: P13 Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: -75 Application Fee: Permit Fees:O� 3� �f✓ EXTERIOR BUILDING PERMIT APPLICATION Application dated: March 23,2023 is hereby made to the Building Tnspector of the Village of Rye Brook,NY,for the issuance ofa Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: 5 Berkley Drive, Rye Brook. NY. 10573 2. Parcel ID#:135.34-1-61 Zone: R-10 3. Proposed Improvement(Describe in detail): Renovation /extension of existing rear open deck with reconfiguration of stone walk. New Cultec and rade work 4. Property Owner: Eric Goldstein/Rebecca Kleban Address: 5 Berkley Drive, Rye Brook. NY. 10573 Phone# 914-934-8515 Cell# 917-453-6812 -e-mail rakleban@gotonline.net List All Other Properties Owned in Rye Brook: NIA Applicant: Eric Goldstein/ Rebecca Kleban Address: 5 Berkley Drive Rye Brook. NY. 10573 Phone# 914-934-8515 Cell# 917-453-6812 e-mail rakleban(a�gotonline.net Architect: Jaclyn A. Tyler Address: P.O Box 442 Purchase NY 10577 Phone# 914-204-6404 Cell# 914-204-6404 e-mail Jaclyn@tylerap.com Engineer: Address: 45 Knollwood Rd, Suite 201. Elmsford, NY. 10523 Phone# 914-909-0420 Cell# e-mail david(a)hudsonec.com General Contractor: JKN Construction - David Figari Address: 11 Bedell Road Amawalk, NY 10501 Phone# Cell# 914-906-4456 e-mail jkneonstruction@gmail.com (1} 8n 2r202 t .5. Occupancy; (I-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1 family Post-construction:_ 'I family 6. Area of lot: Square feet: 18,989 Acres: 0.43 7. Dimensions from proposed building or structure to lot lines: front yard: NIA rear yard: FI.r,ft right side yard: 26.8 FT left side yard: NIA other: 8. If building is located on a corner lot,which street does it front on: NIA 9. Area of proposed building in square feet: Basement:no change I,'fl:no change 2nd fl: no change 3rd fl: NIA 10, Total Square Footage of the proposed new construction: 198 sf 11. For additions,total square footage added: Basement: NIA 1 'fl: NIA 2„a fl: NIA 3rd ti: NIA 12, Total Square Footage of the proposed renovation to the existing structure: 370 •+/-sf exist. + 198 sf proposed =568 +I- sf 13. N.Y. State Construction Classification: Type V N.Y. State Use Classification: R-3 14. Number of stories: 2 Overall Height: no change Median Height: no change 15. Basement to be full,or partial: NIA , finished or unfinished: NIA 16. What material is the exterior finish: Existing Residence- Horizontal Siding; Proposed columns-Trex 17, Roof style;peaked,hip,mansard,shed, etc: Shed Roofing material: Standing Seam 18. What system of heating: gas 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. WiII the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system? (Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No:�X (if yes, applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq. ft.or more of land, or create 400 sq.ft.or more of impervious coverage requiring a Storrnwater Management Control Permit as per§217 of Village Code? Yes: No: X Area: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: X (if yes,applicant must submit a Site Plan Application, &provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: X (ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24, Is the lot located within 100 ft. of a Wetland as per§245 of Village Code? Yes: No: X (if yes, the area g1'wetland and the wetland buJfer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes :-No:- X (if yes, the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: X (if Yes, applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X Indicate: TIER I: TIER II: TIER III: (Ifyes, a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: $ 150,000 ,'Tote: The estimated cost shall include all site improvements, labor,material,scaffolding,fixed equipment,professional ftes, including any material and labor which may be donated gratis. If the final cost exceeds the estimated cost, an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: Summer or Fall 2023 (2) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 939 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 5 Berkley Drive, Rye Brook. NY. 10573 Section: 1:s .;+l Block: 1 Lot: 5' PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS Local Law 3-88 YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5%° 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 18,989 Sq. Ft. 18,989 Sq. Ft, 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 1,631 Sq. Ft. 1,631 Sq. Ft. b. Area of 15'Floor Divided By Area of Lot x 100 8.6 % 8.6 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) NIA Sq. Ft. NIA Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % % 4. AREA OF DECK 318 +I- Sq. Ft. 318 +I- Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 1.7 % 1.7 % I attest to the best of my knowledge and belief; the above information is correct. jaic� a, Archite is Signature (3) sE12r2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 5 Berkley Drive Section: 135.34 Block: 1 Lot: 61 Zone:--R-10 - IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts, swimming pools,patios, sidewalks,ramps, terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT YARD(%) (sq.ft.) For Base Lot For Lot Area Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 ✓16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 ✓ R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area"is the minimum end of the lot size R2-F 30 range in the"Lot Area"column Area of lot: 18,989 sq.ft. Existing Allowed Proposed Total impervious coverage = 4,046 S .ft. 616-7 Sq. ft. 41244 S .ft. Front impervious coverage = 7•9 % 45 % N/A % I attest to the best of nay knowledge and belief,the above information is correct. 1% Arch ect's Signature " e (4) d 8/1212021 i BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KrNo STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 5 Berkley Drive Section: 135.34 Block: 1 Lot: 61 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = 3,680 Sq. Feet b. Existing = <3,680 Sq. Feet c. Proposed — no change Sq. Feet only rear open porch area extention 198 sf HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height I Setback =X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VI II of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED REQUIRED FRONT: FRONT: FRONT: .44 R-35 SIDE: SIDE. SIDE: 1.20 FRONT: FRONT: FRONT: .48 /P25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 0-20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R-i3 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R 12 SIDE: SIDE: SIDE: 1.60 FRONT: NIA FRONT: N/A FRONT: .80 no change R-f0 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: ..96 R-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 /r-5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R--2F SIDE: SIDE: SIDE: 4.00 1 atso the Wst of mywl ge and belief, the above information is correct. Archite 's Signature i57 ILLUSTRATION OF HEIGHT ! SETBACK RATIO Setback Line for Maximum Height REAR I ® I Minimum Ir I / t Setback L'me = t�_ cr aHOUSE N ^IAL c 3 c G PEA/ r FRONT Area in which Average Grade is Measured STREET Average Grade Along Property Line at Property Line ELEVATION PLAN Table R301.2.0) 2020 IRC CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRICTS IN RYE BROOK GROUND- WIND SPEED TOPOGRAPHIC SPECIAL WIND- SEISMIC DESIGN SNOW LOAD (mph) WIND EFFECTS WIND BOURNE CATAGORY WEATHERING REGION DEBRIS 214E 29 psf 115/120 NO NO NO 0 SEVERE FROST LINE TERMITE WINTER DESIGN ICE BARRIER FL900 AIR FREEZING MEAN ANNUAL DEPTH PROTECTION TEMP. UNDERLAYMENT HAZARDS INDEX TEMP REGUIRED REDUIRED 42" YES 15 YES FIRM MAP 16110 52.2 39119CO271IF 9/28/07 (5a) 8/12/2021 { BUILDING DEPARTMENT P VILLAGE OF RYE BROOK 938 KING STREET RYE BROOD,NY 10573 MAR 2 3 2023.(9141 9-0668 w*9v.rvArook.org VILLAGE OF RYE BR©OK BUILDING DEPARTMENT *****x**�k*:F•*�•**:l•****************:k************k:t*********ir*********�;****************************fie****k*�Y AFFIDAVIT OF COMPLIANCE VILLAGE CODE §2I6 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION . ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 31, Eric Goldstein / Rebecca Kleban , residing at, 5 Berkley Drive, Rye Brook, NY (Print name) (Address where you h%0 being duly sworn, deposes and states that(s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 5 Berkley Drive Rye Brook NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (`;ignaturc _Propeny Owncr(s)) (Print Name of Property Owner(s)) Sworn to before me this day of 120 a 3 (Notary Public) LILLIAN SIERRA Notary Public - State of New York NO. 01 Si6280398 Qualified in Westchester C (6) My Commission Expires L 8/t 2/202 l This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: Eric Goldstein / Rebecca Kleban ,being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the Owner for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work perforated, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this Sworn to before me this day of f , 20 c3 day of Mat&) , 20 `3 Sign a of Property Owner Signatur pplicant Print Name of Property Owner Print Name of Applic nt 04= L=� Notary Public Notary Public # LILLIAN SIERRA a LILLIAN SIERRA Notary Public - State of New York ; Notary Public - State of New York NO. 01S16280398 NO. 01S1628039B Qualified in Wes!chest y Qualified in Westchester un mm�,1es^� es 'sty Commission Expires (8) 8/12/2021 00 N r IZ i W 00 0o O� ae ►r = H CA W ii ►� _z v' CA w W y as H v: NTy w ..� r+ • O ZLn o C < a C F W ` a z OQ A o O c. Ln y � 00 O V zQ 7 U z CA ONO o z z et w x w 00 _ �1 F•�•1 I--1 ,_,, Q A a� p CA (� z Z z _ N a o � � A F a H zg V w U w o W W U p W z a �n z w z oA a rMN ^G w a ode T f BUILDING DEPARTMENT RAUG VILLAGE OF RYE BROOK 16 2023 1 3D 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 VILLAGE OF RYE BROOK wtivw.aebrook.org L BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required Q FOR OFFICE USE ONLY BP • Q'3`s 0& EP #: � " l 7 U Approval Date: AUG 1 7 2V/ Permit Fee: S i Approval Signature: Other: Application dated, l 3 is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: SBL: /3��37 ���� Zone: 2.Property Owner: Address: Phone#: Cell#: �� —�3103—F,�B email: 3.Master Electrician/Licensed Installer: AND&EW L.AUFAAAM Address: 39 L.oek-WOW0 d—JV- /05+1 Lic.#: 1+60 Phone#: 845-6 Z 1 O8'¢ZCell#: 714^114-64Z 7 email:/krtP"W&-Ace.GU&,-_re.ieAc_Ny.COu Company Name: ACE Occ<O!^,t t C 4c. e' "i-vtA ess: 334 Lo c4gs p ery . 4!5 4.Proposed Electrical Work/Fixture Count:�'� 5.31 Party Electrical Inspection Agency: SLO �C'`tbtXVl STATE OF NEW YORK,COUNTY OF ) as: Aqw6c'.) ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the AP,944 ✓ L+�infsy for the legal owner and is duly authorized to make and file this application. (Master Electrician/Licensed Installer) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this Sworn to before me this 1�a day of ,20 day of /� S-� ,20 C� Signature of Property Owner Signature okApplicant Print Name of Property Owner IR of A plicant Notary Public Notary Public DENISE VIOLA Notary Public,State of New York Reg. No.01 VI6334593 Qualified in Dutchess Cou Commission Expires 12/211 3/3/2023 STATEWIDE • 181 Main Street,Fishkill, NY 12524 1 emoil.,• ' r SWIS JOBAPPLICATION tel845.202.7224 I fax9l4.219.10621 SWISNY.com I SWISTraining.com Office Use Elect.Permit#�f� ! j '7 Date 6? ) / ? " Bldg Permit# , Utility ID# Final Certificate# City/Village G! L zip Township �Q County - Address F— Cross Street Se ionW� Block Lot 1 Owner Name/Address(If different than above) ,L �/ Contact Number c j j ' r ,8 . ❑Basement ❑1st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information AUG 16 2023 3D VILLAGE OF RYE BROOK 5 BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be Inspected,If at any time of Inspection additional items haw been Installed,you are authorized to make the inspection and adjust the fee for the additional Items Inspected.The applicant declares that there Is no open applications for the above address with any other Inspection com panTteapplant,owne, or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name f( Y ;. i ;' Date = Signature Address �;N _ j.f City/State Zip Code License# -, ��; ,, Phone# D IEC IEWF 3DState Wide Inspection Services CAO OCT - 2023 F 1080 Main Street 2 ishkill, NY 12524 845 202-7224 Phone VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTION SERVICES _ BUILDING DEPARTMENT Email: office@swisny.com Service With Integrity Website: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Ace Electrical Contracting Eric Goldstein& Rebecca Kleban 39 Lockwood Lane 5 Berkley Drive Mahopac, NY 10541 Rye Brook, NY 10573 Located at: 5 Berkley Drive, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 23-178 135.34 1 61 Certificate Number: 2023-6071 Building Permit Number: BP 23-069 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 5 Berkley Drive, Rye Brook, NY 10573 The Porch was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation,as set forth below,was found to be in compliance on the 29th day of September 2023. Name Quantity Rating Circuit Type Paddle Fans 02 Switches 02 Dimmers 02 Receptacles 03 Recessed Luminaires 08 Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Building Permit Check List&Zoning Analysis 1 Address: \ Q- SBL• 1 1 Zone: +Z 2l fi�� Use: n oust.Type: Other. 1 Submittal Date: 3 Revisions Submittal Dates: Applicant ��YU Y — S �C Nature of Work � n o-,P Ve Reviews:ZBA: MAR 3 0 2023 pB: BOT. Other. APR 2 4 NIM OK ( ) ( FEES:Filing. BP: ai C/O: Flood Plane: N G/- P W ( ) ( ) APP: Dated: Notarized: SBL: Truss I.D. Cross Connection H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening ( ) ( ) ENVIRO:Long Short: Fees: N/A: (►3 ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan Other: ( ) ( SURVEY:Dated Current Archival Sealed. Unacc table ( ) (L}�LANS:Date Stamped: Sealed: Copies:—7—Electronic: Other `� ( V kU n� ( ) (� tense: Workers Comp: Liability Comp.Waiver Other. (�" (4 ODE 753#: _) 1 —nne-)— iz,93—c0 Dated:�4) I—a A N/A: HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. (� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_,Other ( ) ( ) PLUMBING Plans: Permit Nat Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. O O 2020 NY State ECCC: N/A: Other. (� ( ) Final Survey: Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( J�ARB mtg.date approval: 6L�notes: APJA2 3— ( )ZBA mtg.date: approval;- notes: ( )PB mtg.date: approval: notes: REQUIRED EXISTING PROPOSED NOTES Am 1ST000 q 1 _i NC_ c Cate: MAY 1 7 2023 Cir Fmw Front �-Z'7 sidg: c I C�� Maze Coy: Accs.Cov: f Ft.H Sb: I u u S .H Sb: i t � � c' _e \,e� COP— a&. Ft.I PP HHight/Stories• 11 notes: I 4 C v S2 t LeC� Z�Cve k V,�S - S w j t Cl 2 Vx) Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements)x $300.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.001$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= sq.ft.x$65.00 = $ x $I5.00/$I,000.00= $ Attached Garage= sq.ft.x$300.00= $ x$I5.00/$I,000.00 = $ P Fl. = sq. fi.x$300.00= $ x$I5.00/$I,000.00= $ 2°d Fl. = sq. ft.x$300.00 = $, ,✓ 3`d Fl. = sq. ft.x$300.00- $_ / C//� 4"F1. = sq.ft.x $300.00= $_ Tfotal,Sq.Ft.:;: sq. ft. Total Cost= $_ �- �� Date: BUILDING DEPARTMENT E C IE ME VILLAGE OF RYE BROOK MAR 2 3 2023 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 VILLAGE OF RYE BROOK www.rvebrook.org BUILDING DEPARTMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: 5 Berkley Drive, Rye Brook. NY. 10573 Date of Submission: Parcel ID #: 135.34-1-61 Zone: R-10 March 23,2023 Proposed Improvement(Describe in detail): Renovation /extension of existing rear open deck with APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT reconfiguration of stone walk. New Cultec and grade work The following items must be submitted to the Building Department by the applicant- no exceptions. Property Owner: Eric Goldstein / Rebecca Kleban 1. (V) Completed Application 2. (�/)Two(2) sets of sealed plans. (one full size Imaximum Address: 5 Berkley Drive, Rye Brook. NY. 10573 allowable plan size=36"x 42"l and one I I"x I7") 3. (�/)Two (2) copies of the property survey. Phone#917-363-6828/ 917-453-6812 4. (✓)Two (2) copies of the proposed site plan. Applicant appearing before the Board: 5. (V)One electronic/disc copy of the complete Eric Goldstein & Rebecca Kleban application materials. 6. (,/) Filing Fee. Address: 5 Berkley Drive, Rye Brook. NY. 10573 7. �/a) Any supporting documentation. Phone# 917-453-6812 8. (n/a) HOA approval letter. (ifapplicable) 9. (,/) Photographs. Architect/Engineer: Jaclyn A. Tyler 10.(✓) Samples of finishes/color chart. (a sample board or Phone# 914-204-6404 model may be presented the night of the meeting) By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions& Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this Sworn to before me this day of ��� �� , 20 a 3 day of U` I a VO , 20, 3 SignaturAtaroperiy-Clwner Signature ppli ant Print Name of Prop rty Own r Print Name f Appb ant Notary Public Notary Public LILLIAN SIERRA Notary Public -State of New York LILLIAN SIERDunty NO. 01S16280393 'rotary Public - State o Qualified in Westches a Qount , ` NO. 01SI62803 My Commission Expires Cualified in Westches"c mmicFion Expires , Tyler Architecture and Planning, PLLC PO Box 442 _ . Purchase, NY 10577 TA-10 (914) 204-6404 MAR 2 3 2023 Tyler Architecture&Planning,PLLC jaclyn@tylerap.com VILLAGE OF RYE BROOK BUILDING DEPARTMENT Attn: Steven Fews stevefews(cD rye brook.org Village of Rye Brook Building Department www.ryebrook.org 938 King Street (914) 939-0668 Rye Brook, NY 10573 Date: 03/23/23 RE: 5 Berkley Drive, Rye Brook- Renovation/ extention of rear deck Copies Date Number Description 1 03/23/23 1 Completed Application 1 03/14/23 5 24x36 sealed plans with site plan- 5 pa( 1 03/14/23 5 11 x17 sealed plans with site plan- 5 pages 2 06/17/22 2 copies of the property survey 1 03/23/23 1 usb with complete application materials 1 03/23/23 12 Neighbor views photos 1 02/28/23 13 Stormwater Narrrative Remarks Please find enclosed all documents for building permit application 0" (Q . 7 Jatlyn A. Tyler ENGINEERING & - S DEPARTM E C E � V E VIL OF RY OOK [MA:Yl7 2023 1 D 938 KING ET RYE BR ,NY 10573 FILE COPY 4 9-07 VILLAGE OF RYE BROOK BUILDING DEPARTMENT STEEP SLOPE WORK PERMIT APPLICATION FOR OFFICE USE ONLY: PERMIT#: Q j� Approval Authority: Permit Fee: $ ✓/- ,J Planning Board Approval Date: Superintendent of Public Works Approval Date: - Disapproved Date: REQUIREMENT SUBMITTALS: 1. Properly completed&signed application. 2. Steep Slope Work Permit fee$250.00 Application dated, April 1,2023 is hereby made for a Steep Slope Work Permit. 1. Address: 5 Berkley Drive SBL: 135.34-1-61 Zone: 2. Property Owner: Eric Goldstein Address: 5 Berkley Drive, Rye Brook, NY 10573 Phone#: Cell#: email: esgoldstein@optonline.net 3. Applicant: Same as above Address: Phone#: Cell#: email: 4. Contractor: Address: Phone#: Cell#: email: 5. Full Description of Proposed Work: Proposed covered patio with associated stormwater practices 6. Steep Slope Disturbance: Isolated Steep Slopes under 400 Square Feet: 81 Square Feet Disturbed (a)MODERATELY STEEP SLOPE A slope equal to or greater than 15%but less than 25% 16 % 81 Square Feet Disturbed (b)VERY STEEP SLOPE A slope equal to or greater than 25%but less than 35% 0 % 0 Square Feet Disturbed (c)EXTREMELY STEEP SLOPE A slope equal to or greater than 35%: 0 % 0 Square Feet Disturbed 7. Conditions for Permit: IF PERMIT IS GRANTED,I AGREE TO COMPLY WITH ALL RULES AND REGULATIONS SET FORTH BY THE FEDERAL, STATE,COUNTY,LOCAL LAWS,SPECIAL ORDINANCES,GENERAL ORDINANCES. Sign'aJ Property/Owner 8/12/2021 HUDSON D E C E ENGINEERING MAY 1177!2023 CONSULTING, P.C. ENG/DPW April 10, 2023 Michal Nowak Superintendent of Public Works And Engineering ISA Arborist Village of Rye Brook 938 King Street Rye Brook, NY 10573 Re: 5 Berkley Drive Dear Mr. Nowak: We have received you comment letter via email on April 4, 2023, and offer the following responses: 1. The runoff now enters an infiltration system prior to entering the village's drain inlet as shown on the plan. 2. A steep slope analysis has been provided. An administrative steep slopes permit has been added with the re-submission. 3. Comment noted. The fence will be addressed with the Building Department. If you should have any additional questions or comments, please do not hesitate to contact our office at (914) 909-0420, or via email at david@hudsonec.com. Sincerely, David Young Project Engineer 45 Knollwood Road — Suite 201 - Elmsford, NY 10523 (914) 909-0420 Fax (914) 560-2086 Y I�Coia jl§ 9C YC 3 � f ➢Yr R Y �Y9 tg� q8 p�Fgc®g bypa py(I�9pyl3�" ¢pY¢ 8��a���� �b��6b$�,{}�ji b�g6�Y�}}�� 9390•aRi�� �y�yp � 3 3� R Ga3 IIa�e LaI t3a � :j p by Ryye yRaai � O�i�Ee b gpg9 �6� I' Ee� }9GC 6 e� Yp�`J e� �tl� Y 3 a O •1 ��� tlb y� Y i � t� R��°�i @ !� a YS �iii a Rg� e y ly .aaga Silpgb ay.�t Cgpi` e 0 8Z W n W. y pyp�p�e]�lY[2aQ aiyeC�a ;Cg -3y Ap1� R 1!. 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V !a= ...., g R ,B'tAll !!E�•�E �p E9 a — F � € s [ E p •2� 4 1{ 91 y 4 p -k(ag�3 �!� � I � � �G � ��@E F ��Q• BF e ebb e � itk ILI I 9yyQyQ IN g 5g i 1 ,� , � o t dE A Vp @' Vy R Q � 4� _ Ca �3 C 4Y."yd, r r O0tl6 IMji 1 0y 91 1 < a Q i oil @rg Michal Nowak From: Michal Nowak Sent: Monday, April 24, 2023 4:09 PM To: David Young Subject: 5 Berkley Drive Comments David, I have plans for a addition at 5 Berkley, prior to moving this forward I have a few questions/concerns. 1. Interconnection to Village storm drain system will not be allowed,we cannot take straight runoff into the system. Please propose an onsite catchment system and or Swale to redirect this water. Only overflow would be permitted at a Net Decrease rate. Please revise 2. Regrading Can you quantify the area and %Slope, an Administrative steep slopes permit will be required 3. Also Home owner fence is on Village Property, Building inspector will have to comment on that,will have to get moved or get easement from Village . Ge"1.✓Voa ak Superintendent of Public Works And Engineering 1SA Arborist Village of Rye Brook 938 King Street Rye Brook,NY 10573 P: 914-939-0753 x 2965 F: 914-939-5801 fiiF Cui MAR aJ2 VILLAGE OF RYE BROOK BUILDING DEPARTMENT STORMWATER MANAGEMENT PLAN & DRAINAGE ANALYSIS 5 Berkley Drive Village of Rye Brook - New York February 28, 2023 V-N - . r 1 [L mom' W 9�FES S10�P� Hudson Engineering & Consulting, P.C. 45 Knollwood Road— Suite 201 Elmsford, NY 10523 (914) 909-0420 STORMWATER MANAGEMENT PLAN & DRAINAGE ANALYSIS 5 Berkley Drive Village of Rye Brook - New York INTRODUCTION This Stormwater Management Plan presents the proposed Best Management Practices (BMPs) to control erosion and sedimentation and manage stormwater during and upon construction of proposed patio along with the associated stormwater practice at 5 Berkley Drive in the Village of Rye Brook, Westchester County, New York. This plan consists of this narrative and a plan set entitled: 'Proposed Patio. Village of Rye Brook, Westchester County - New York", all as prepared by Hudson Engineering and Consulting, P.C.. Elmsford, New York, dated February 28, 2023. The design is in accordance with the Village of Rye Brook requirements. Since the project disturbance is less than one acre the New York State Department of Environmental Conservation [NYSDEC] stormwater regulations are not applicable. METHODOLOGY The stormwater analysis was developed utilizing the Soil Conservation Service (SCS) TR-20, 24-hour Type III storm events (HydroCad®) to assist with the design of the mitigating practices. The "Complex Number" (CN) values determination is based on soil type, vegetation and/or land use. The design is in accordance with the Village of Rye Brook's stormwater regulations. The "Time of Concentration" (T,) values were determined as a direct entry of one-minute. The CN and Tc data are input into the computer model. The project site was modeled for the 25-year Type III — 24-hour storm event. PRE-DESIGN INVESTIGATIVE ANALYSIS A pre-design investigative analysis was performed including percolation and deep tests in the locations shown on the plans. A percolation test was performed in the vicinity of the potential stormwater mitigation practice [TP-2] until a constant rate was achieved, the results are as follows: • TP-1: A percolation rate of 30-minutes per inch (2-inch per hour) was observed. A rate of 2-inch per hour was utilized in the design. A deep test hole were excavated and labeled TP-1 as shown on the plans. • TP-1 was excavated to a depth of 96-inches. The test revealed topsoil to a depth of 12-inches. clay to a depth of 36-inches. and compact silty loam I fudson E.m Mccring & Consulting_. 1'.C. to the invert. Groundwater was observed at 84-inches. No ledge road were encountered during testing. The deep test hole log and percolation test data sheets are attached. PRE-DEVELOPED CONDITIONS The project site is located on the southern side of Berkley Drive approximately 285 feet west of the intersection of Berkley Drive and Latonia Road. The site generally slopes gently from east to west. The soil classification, based upon Westchester County Soil Mapping. is Urban Land-Charlton complex. 3 to 8 percent slopes. POST-DEVELOPED CONDITION Watershed 1 contains a tributary area of approximately 568-square feet of which all is impervious in the form of the proposed patio. The weighted complex number (CN) value is calculated as 98 and the Time of Concentration (Tc) is calculated as a direct entry of 1 .0-minutes. The stormwater runoff from this tributary area is conveyed via a comprehensive drainage system to two (2) Cultec RechargerO 330XLHD storm chambers set in one foot of gravel at the top and sides. The system is designed to fully accept (no release) the stormwater runoff for all storms up to and including the 25-year storm event an infiltrate into the surrounding soil substrata. Gravel beneath the stormwater system was not utilized as storage design. CONCLUSION The stormwater management plan proposed meets all the requirements set forth by the Village of Rye Brook. Design modification requirements that may occur during the approval process will be performed and submitted for review to the Village of Rye Brook. Hudson Engineering & Consulting, P.C. 10/19/22, 3:38 PM Extreme Precipitation Tables:41.022°N, 73.688°W Extreme Precipitation Tables Northeast Regional Climate Center Data represents point estimates calculated from partial duration series.All precipitation amounts are displayed in inches. Smoothing Yes State New York Location Longitude 73.688 degrees West Latitude 41.022 degrees North Elevation 0 feet Date/Time Wed_ 19 Oct 2022 15:39:09-0400 Extreme Precipitation Estimates 5min 10min 15min 30min 60min 120min lhr 2hr 3hr 6hr 12hr 24hr 48hr iday 2day 4day 7day 10day lyr 0.34 0.51 0.64 0.84 1.04 1.30 lyr 0.90 1.23 1.50 1.86 2.30 2.85 3.20 lyr 2.52 3.07 3.56 4.29 4.93 lyr 2yr 0.40 0.62 0.77 1.02 1.28 1.60 2yr 1.11 1.50 1.84 2.28 2.80 3.45 3.87 2yr 3.05 3.72 4.27 5.08 5.75 2yr 5yr 0.47 0.74 0.93 1.24 1.59 2.00 5yr 1.37 1.84 2.31 2.86 3.52 4.31 4.89 5yr 3.82 4.70 5.45 6.38 7.13 5yr 10yr 0.53 0.84 1.06 1 1.44 1 1.87 2.38 10yr 1.61 2.16 2.75 3.41 4.19 5.11 5.84 10yr 4.52 5.61 6.56 7.60 8.39 10yr 25yr 0.621 0.99 1.26 1 1.74 1 2.32 2.98 1 25yr 2.00 2.67 3.47 4.31 5.28 6.40 7.38 25yr 5.67 1 7.10 1 8.38 9.561 10.41 25yr 50yr 0.71 1.14 1.46 2.04 2.74 3.55 50yr 2.36 3.14 4.13 5.13 6.27 7.60 8.82 50yr 6.72 8.48 10.10 11.38 12.26 50yr 100yr 0.80 1.30 1.68 2.37 3.24 4.22 100yr 2.79 3.69 4.92 6.11 7.47 9.02 10.54 100yr 7.98 10.13 12.16 13.55 14.45 100yr 200yr 0.91 1.49 1.93 2.77 3.83 5.01 200yr 3.30 4.34 5.86 7.29 8.89 10.70 12.60 200yr 9.47 12.11 14.66 16.13 17.02 200yr SOOyr 1.10 1.81 2.36 3.42 4.?8 6.30 500yr 4.13 5.38 7.38 9.19 11.20 13.44 15.96 SOOyr 11.90 15.35 18.78 20.33 21.16 SOOyr Lower Confidence Limits 5min 10min 15min 30min 60min 120min lhr 2hr 3hr 6hr 12hr 24hr 48hr iday 2day 4day 7day 10day lyr 0.271 0.41 0.50 0.67 0.83 0.91 1 yr 0.71 0.89 1.34 1.61 1.96 2.56 2.64 lyr 2.27 2.54 3.13 3.68 4.35 lyr 2yr 0.391 0.61 0.75 1.01 1.24 1.50 2yr 1.07 1.46 1.71 2.20 2.76 3.34 3.75 2yr 2.96 3.61 4.12 4.91 5.59 2yr 5yr 0.431 0.67 0.83 1.14 1.45 1.75 5yr 1.25 1.71 1.98 2.60 3.26 3.99 4.53 5yr 3.54 4.35 5.01 5.87 6.64 5yr 10yr 0.471 0.73 0.90 1.26 1 1.63 1.97 1 10yr 1.40 1.93 2.23 2.97 3.73 14.57 5.23 1 10yr 4.05 5.03 5.91 6.58 1 7.55 10yr , 25yr 0.52 0.78 097 1.39 1.83 2.30 25yr 1.58 2.25 2.60 3.50 4.46 5.46 6.33 25yr 4.83 6.091 7.08 7.59 8.96 25yr 50yr 0.54 0.82 1.02 1.47 1.98 2.58 50yr 1.71 2.52 2.93 3.98 5.09 6.26 7.33 50yr 5.54 7.05 8.23 8.33 10.20 50yr 100yr 0.58 0.87 1.09 1.58 2.17 2.88 100yr 1.87 2.82 3.31 4.53 5.84 7.18 8.49 100yr 6.35 8.16 9.56 9.18 11.61 100yr 200yr 0.62 0.93 1.17 1.70 2.37 3.24 200yr 2.05 3.16 3.72 5.19 6.73 8.24 9.83 200yr 7.29 9.45 11.14 10.01 13.25 200yr 500yr,0.67 1 0.99 1.2- 1.85 1 2.63 3.76 1500yr 2.27 3.68 4.37 6.23 8.13 19.90111.951500yr 8.76 11.49 13.63 11.14 15.78 !2yr Upper Confidence Limits 5min 10min 15min 30min 60min 120min lhr 2hr 3hr 6hr 112hr 24hr 48hrl iday 2day 4day 7day 10day lyr 0.37 0.57 0.69 0.93 1.15 1.39 lyr 0.99 1.35 1.59 2.09 2.64 3.13 3.54 lyr 2.77 3.40 3.84 4.66 5.29 lyr 2yr 0.43 0.66 0.81 1.10 1.36 1.59 2yr 1.17 1.561.81 2.33 2.91 3.57 4.02 2yr 3.16 3.86 4.42 5.40 5.97 2yr 5yr 0.52 0.80 0.99 1.36 1.74 2.03 5yr 1.50 1.99 2.34 2.98 3.73 4.65 5.32 5yr 4.11 5.12 5.88 6.88 7.71 5yr 10yr 0.62 0.95 1 1.18 1.65 1 2.13 2.44 10yr 1.84 2.39 2.87 3.60 4.52 5.68 6.56 10yr 5.02 16.31 1 7.30 8.48 1 9.36 10yr 25yr 0.79 1.21 1.50 2.15 1 2.82 3.15 25yr 2.44 3.08 3.76 4.63 5.80 17.40 8.66 1 25yr 6.55 8.33 1 9.74 11.211 12.11 25yr 50yr 0.95 1.45 1.80 2.59 3.49 3.82 50yr 3.01 3.74 4.61 5.59 7.05 9.05 10.70 50yr 8.01 10.29 12.10 13.85 14.69 50yr 100yr 1.15 1.74 2.18 3.16 4.33 4.66 100yr 3.74 4.55 5.65 6.78 8.52 11.05 13.20 100yr 9.78 12.70 15.05 17.09 17.83 100yr 200yr 1.39 2.10 2.66 3.85 5.37 5.67 200yr 4.63 5.54 6.93 8.21 10.31 13.51 16.29 200yr 11.96 15.66 18.69 21.12 21.64 200yr -00yr, 1.82 2.70 1 3.48 1 5.05 7.18 7.34 500yr 6.20 7.18 9.09 10.57 13.26 17.63 21.51 500yr 15.60 20.68 24.91 28.06 27.95 500yr Powered by -^I, Northeast Regional Climate Center precip.eas.cornell.edu/data.php71666208296586 1/1 3 Hydrologic Soil Group—Westchester County,New York 3 m u, s a 610M 610260 610290 610300 610310 610320 41°1'20"N 41°1'20'N Y° o bAS � Y 41°1 17 N , 41°1'1T'N 610270 610290 610290 610300 610310 610320 �f 3 3 m Map Scale:1:412 if printed on A portrait(8.5"x 11")sl1eet. e Meters v N 0 5 10 20 30 Feet o zo 40 eo 120 Map projection:Web Mercator Comer coordinates:WGS84 Edge tics:LITM Zone 18N WG584 tsim Natural Resources Web Soil Survey 10/19/2022 Conservation Service National Cooperative Soil Survey Page 1 of 4 N V N O O u N N O a) L CD_ 0) U Ncc f° n O °' � � m d m o m U > 0 'o n U 0 U O 70 cv CD 'n 3 C C U (2 m Z L N m E w in N c E CL E m (u U a u ° cc o cc o aai '� L) Y`o E v N m E Z N n m o � L� p m 0 o U O p N O E uCL-0 E c Z ` c m o 3 N O L c co cn N a) Q 3 w E O) 0 0 n N U) -0 N o -0 m z z o 3 ° U o E o p c L c a o m Q o E a> E U w m m ° o E L 3 N m o Q is 0 m CL s ac c cn _ c n N m o a- a m o Q E m u m c o a) U to m ° a c° O �• > 0 0 a) O U >. a) C '� U O Q. O E 2` m ,n a) Z u7 L a L atAi -d .O Q) cp O` ,n N C a N m .a) _ 7 N U O a O T-00 N m (n Q) a) �. a 2 7, N -Cc) fn LL O C Q) n 0 Z O U fn QJ n y C U > o Y m o E 0 a) a._ o Q m N J (n fn CC mw Eam am Oc Lp m m > a QC Np — L N L .a-,.0 C O 0C -L z nO a) a) m m m m s E o 0) TC o@ °n o c°o y 3 u o Q m m o a n m a wEm rE atom @ � � � N � � � o nm .NE o m a cmi m o = m o o m C a) o o Z Q n o m 0 a o p 0 C O a m ( a) 7 a) O C w U m > 7 >, m C) N Q) 0) Y to 'C a a) m N u N N@ gi p n Q) (n a) E O O O a C L m C 'T C O U a) m p a) p m 0 rn U L ,.- O p O O m C) L p m L 3 w E — U cn a E u) a-a < m F- o (n (n (n — o N U N a) z > C a) 7 O U (n � � o ai Z U) L � > U � _ c0 a) n O L O n m `m v > U 7 > 0 > L O m m c tp 0 3 m c C7 c U L -0 m N N om O c = v m (n m a O O m0 L z (U E �o o a a a 0) co m N N w O to m O` U L) C z V) O xm C :5 J Q '0 = A C = 0 0 d w ❑ ❑ ❑ ❑ � CL Y , U 0 : m W J d a) m m a m m Q > > C N o 0 � C C O V O O C C O m a y a H Q O 1 m 4) @ C C E a. o 0 0 0 o 0 0 0 d 0 C) m Q ¢ m E] U a 0 z m Q ¢ m CD U U O z m Q Q m m y C C C W 16 ` '0 to cN V) 3 C Q to O O ._ d M M 0 N C m O z U Hydrologic Soil Group—Westchester County, New York Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI Ub Udorthents,smoothed B 0.0 5.2% UhB Urban land-Charlton D 0.4 94.8% complex,3 to 8 percent slopes Totals for Area of Interest 0.4 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups(A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition usDA Natural Resources Web Soil Survey 10/19/2022 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Westchester County, New York Component Percent Cutoff., None Specified Tie-break Rule: Higher usDn Natural Resources Web Soil Survey 1 011 9/2 0 2 2 Conservation Service National Cooperative Soil Survey Page 4 of 4 W S1 Water.Lhed 1 77 A 2 Cultec 330XLHD Recharger Subcat Reach On Link Routing Diagram for 5 Berkley Drive-Proposed Conditions Prepared by Hudson Engineering&Consulting. P.C.. Printed 10/19/2022 V HydroCAD®10.10-7c s/n 02549 ©2022 HydroCAD Software Solutions LLC 5 Berkley Drive - Proposed Conditions Type 111 24-hr 25-Year Rainfall=6.40" Prepared by Hudson Engineering & Consulting, P.C. Printed 10/19/2022 HydroCADO 10.10-7c s/n 02549 J 2022 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment WS1: Watershed 1 Runoff = 0.10 cfs @ 12.01 hrs. Volume= 0.007 af, Depth= 6.16" Routed to Pond C1 : 2 Cultec 330XLHD Recharger Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs. dt= 0.01 hrs Type III 24-hr 25-Year Rainfall=6.40" Area (sf) CN Description 568 98 Patio Roof 568 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.0 Direct Entry, Direct Entry 5 Berkley Drive - Proposed Conditions Type /// 24-hr 25-Year Rainfall=6.40" Prepared by Hudson Engineering & Consulting, P.C. Printed 10/19/2022 HydroCAD R 10.10-7c s/n 02549 G 2022 HydroCAD Software Solutions LLC Page 3 Summary for Pond Cl : 2 Cultec 330XLHD Recharger Inflow Area = 0.013 ac,100.00% Impervious. Inflow Depth = 6.16" for 25-Year event Inflow = 0.10 cfs @ 12.01 hrs, Volume= 0.007 of Outflow = 0.01 cfs @ 10.67 hrs, Volume= 0.007 af. Atten= 95%, Lag= 0.0 min Discarded = 0.01 cfs @ 10.67 hrs, Volume= 0.007 of Routing by Stor-Ind method, Time Span= 0.00-60.00 hrs. dt= 0.01 hrs Peak Elev= 1.62' @ 13.51 hrs Surf.Area= 111 sf Storage= 117 cf Plug-Flow detention time= 176.2 min calculated for 0.007 of (100% of inflow) Center-of-Mass det. time= 176.2 min ( 915.7 - 739.6 ) Volume Invert Avail.Storage Storage Description #1A 0.00, 50 cf 6.33'W x 17.501 x 2.54'H Field A 282 cf Overall - 115 cf Embedded = 166 cf x 30.0% Voids #2A 0.00, 115 cf Cultec R-330XLHD x 2 Inside#1 Effective Size= 47.8"W x 30.0"H => 7.45 sf x 7.001 = 52.2 cf Overall Size= 52.0"W x 30.5"H x 8.501 with 1.50' Overlap Row Length Adjustment= +1.50' x 7.45 sf x 1 rows 165 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 0.00' 2.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.01 cfs @ 10.67 hrs HW=0.03' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.01 cfs) ImH U D S O N SITE ADDRESS: 5 Berkley Drive ENGINEERING TOWNNILLAGE: Rye Brook CONSULTING, P.C. DATE: 09/30/2022 TIME: 2:50pm WEATHER: p. Cloudy TEMP. 62° F WITNESSED BY: Nicholas Shirriah DEEP TEST HOLE DATA SHEET—STORMWATER MANAGEMENT SYSTEM DEPTH HOLE NO. 1 HOLE NO. 2 HOLE NO. 3 HOLE NO. 4 G.L. 0— 12" 6" Topsoil 12" 18" 24" 30" 36"' 12—36" 42" Clay 48" 54" 60" 66" 72" 78" 36—96" 84" Compact silty 90" Loam 96" GW 84" 102" No Ledge 108" _T • Indicate level at which Ground Water(GW), Mottling and/or Ledge Rock is encountered. • Indicate level for which water level rises after being encountered. EXCAVATION PERFORMED BY: MJM 45 Knollwood Road - Elmsford, NY 10523 (914) 909-0420 Fax (914) 560-2086 H U D S 0 N SITE ADDRESS: 5 Berkley Drive E N(Z7' I N E E R I N G TOWNNILLAGE: Rye Brook CONSULTING,. P C. DATE: 09/3 0/2022 TIME: 3:00pm WEATHER: P. Cloudy TEMP. 62° F WITNESSED BY: Nicholas Shirriah PERCOLATION TEST HOLE DATA SHEET—STORMWATER MANAGEMENT SYSTEM Owner HOLE# CLOCK TIME PERCOLATION ? f I Depth to Water ! Soil Rate i Elapse From Ground Surface ! Water Level in I ! I ! Start j Stop i ! Min. per Inches per Hole Run ! ! Time ; Inches Drop in Number No. Start stop Min. ! Inches i Inches inches inch Hour I # 1 1 3:13 3:43 30 38 i 39 1 30 2 i I , 2 ! 3:43 4:13 1 30 1 38 39 1 30 2 i ! ! 4" 0 3 11 4:13 4:43 30 38 ! 39 1 30 j 2 , 4 1 ! I ! ! 5 1 ! I i # 2 j 2 1 j ! 1 4" 0 3 I ! i 4 I 1 5 ! I # 3 i 2 1 ' 3 4„O 1 j - 1 4 ! I 5 I ! Notes: 1) Tests to be repeated at the same depth until approximately equal soil rates are obtained at each percolation test hole. All data to be submitted for review. 2) Depth measurements to be made from top of hole 45 Knollwood Road - Elmsford, NY 10523 (914) 909-0420 Fax (914) 560-2086 0 - r 1 ~ r . 3 n JL - `y y i ca lb • low 3 18 Rd .. y { .1 1 a� �• �p �J i�. S{j � I i let � I 1- yx h f 1{ • �r. , Ir s � 11J � V„+, �,• wt � 1' � �era• a, ..�� �, d t ��1� •,,,A,� 4 di ,R a �(l fir•: �.�� I t. I� t d 1 4 ',✓. T li.e •• a' i Y � � .• .ry.{yam '• ��, � •rs ' �` AL *01011111.r a �� • t tr �Yp � ls , y �� �� •i illy � R, , � � �. ,'.�,', i 101 as 1 Iwo - s 77 f` J O . Zcr• _, i� , + ' �_M-i i �• � .) �� -.,� `. �04 !�� `zw_+ram♦.!.,'�� amhagli, Will r 9 \�a� ti ... 4.6 . ., i r, 1 fir Iva a AA 40 �r F 49 .y • • .w .:ley ',�_1 r i. r' ,Nit 1 �• Safi ' .,'P.+ .� 1 �•`� •i y d.,.E L.;T �•:.. ./�1t� 1` !• , i 1� I t� ri.. • i • ,,� i fir; � .. • h' V r it } Y Y ' T l y r? er e i? �� Es i .i e . +a • r :r ✓'� j• .4 ~ l S • 4 t i �eF 4 f' •,4 i Ip�,r s,, , 4•' . +�►{S !' iv ��i,:�r �� r a .i,�'.� •t .t '.fie.. � . Wei Id* t �Fv 4 Rt J ��r xr. t 'Y* jr Ri LIDx v+,. •. .� 1. .� t , r�"• fill �.�< 1 � � • t. . •,��r; � sf ',.�«mot_I°�3��yy, f.r y tt x9,�� f '��S,j��,! `, t) � ` .P1 a + t• 1 (LA ' . . 17 .t 7 ' • I � r �' --tt"\C': y w `y, l" ♦"'+rid 14r' Y� , ter,` v• � r�( 1 le 16 t r I 1 r ry. ' i ,o Y*, ,� ��� ,'� f� t r� • i:. `1 rz - ~ J_� f Ml i 1 till Irv. �f,'` ' k k " , •, 1 f 1 y i 4 •'��' a�.''�(' � , - • r � . Sz 72 rq 16 4.0 C an cr ti .. I CD W JCO LU L V c y LWit �f. '` 'k DATE(MM/DDIYYYY) �. CERTIFICATE OF LIABILITY INSURANCE 03/21/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTANAME: ANA C EUGENIO Albert Palancia Agency, Inc. PHO(AICNE xt. (914)698-1373 aC No:(914)698-0125 116 Mamaroneck Avenue ADDRESS: ana@palanciainsurance.com Mamaroneck, NY 10543 INSURERS AFFORDING COVERAGE NAIC0 INSURERA: InterGUARD LTD INSURED INSURER B: JKN CONSTRUCTION CORP. INSURERC: 11 BEDELL RD INSURERD: AMAWALK, NY 10501-1500 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 00000514-745652 REVISION NUMBER: 100 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILICY EXP NSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MMIDDIYICYEYYY MMIDD/YYYY LIMITS LTRINSD A X COMMERCIAL GENERAL LIABILITY Y JKCX303386 08101/2022 08/01/2023 EACH OCCURRENCE $ 1,000.000 AGE TO RENTED CLAIMS-MADE IOCCUR PREMISES Ea occurrence) $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY s INCLUDED GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY JET LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY JKCX303386 08/01/2022 o8ro1/2023 Eaa.daDSINGLE LIMIT $ 1 000000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY X AUTOS ONLY Per accident $ A UMBRELLALIAB X OCCUR JKCX391436 08/01/2022 08101/2023 EACH OCCURRENCE $ 1,000,000 X EXCESSLWB CLAIMS-MADE AGGREGATE $ 1,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE _—] N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if rnore space is required) Village of Rye Brook is included as Additional Insured with respect to General Liability with respect to General Liability CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street RYE BROOK, NY 10573 AUTHORIZED REPRESENTATIVE n (ACE) ©1988 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by ACE on 03/21/2023 at 10 28AM /?kN NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 133939784 ALBERT PALANCIA AGENCY INC 116 MAMARONECK AVE ISEI :i MAMARONECK NY 10543 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JKN CONSTRUCTION CORP THE VILLAGE OF RYE BROOK 11 BEDELL ROAD 938 KING STREET AMAWALK NY 10501 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W1158 379-6 17843 09/15/2022 TO 09/15/2023 3/21/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1158 379-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/MIWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. DAVID FIGARI OF JKN CONSTRUCTIN CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND F �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 269809822 U-26.3 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday,July 10, 2023 10:06 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 07/10/2023 10:06 To: VIL RYE BROOK PRIMARY Transmitted: 07/10/2023 10:06 00017 Ticket: 07103-000-838-00 Type Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 5 To: Name: BERKLEY DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: LEFT SIDE OF DRIVEWAY FROM ST TO BACK OF PROPERTY AND BACK YARD. NearSt: WINTHROP DR Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: DRAINAGE, INSTALL PATIO, FOUNDATION WORK Estimated Work Complete Date: 08/11/2023 Depth of excavation: 4 FEET Site dimensions: Start Date and Time: 07/13/2023 07:00 Must Start By: 07/27/2023 ------------------------------------------------------------------------------ Contact Name: JOE PRIMIANO Company: ALEX PRIMIANO SON INC Addr1: 25 YOUNG RD Addr2 City: KATONA State: NY Zip: 10536 Phone: 914-494-4994 Fax: Email:joeprim55@aol.com Field Contact: JOE PRIMIANO Alt Phone: 914-494-4994 Email:joeprim55@aol.com Working for: JKN CONSTRUCTION ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, June 1, 2023 7:54 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 06/01/2023 07:53 To: VIL RYE BROOK PRIMARY Transmitted: 06/01/2023 07:53 00001 Ticket: 06013-000-283-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 5 To: Name: BERKLEY DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: ENTIRE PROPERTY NearSt: LATONIA RD Means of Excavation: UNKNOWN Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: ADDITION, DRAINAGE Estimated Work Complete Date: 08/31/2023 Depth of excavation: 6 FEET Site dimensions: Start Date and Time: 06/06/2023 07:00 Must Start By: 06/21/2023 ------------------------------------------------------------------------------ Contact Name: REBECCA KLABAN Company: Addrl: 5 BERKLEY DR Addr2: City: RYE BROOK State: NY Zip: 10573 Phone: 917-453-6812 Fax: Email: rakleban@optonline.net Field Contact: REBECCA KLABAN Alt Phone: 917-453-6812 Working for: WORK TO BE PERFORMED BY: HIRED 1 ------------------------------------------------------------------------------ Comments: CALLER ADVISED TO HAVE CONTRACTOR CALL UDIG NY Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR z RENOVATED REAR PORCH FOR D ECE -WE • 5 BERKLEY JR• MAR 2 3 2023 RYE BROOK, NY VILLAGE OF RYE BROOK BUILDING DEPARTMENT ABBREVIATIONS GENERAL`fie '�` I NFORMATION � � A.F F ABOVE FINISH FLOOR IN IN ACCORDANCE WITH CONSTRUCTION CONTRACT GENERAL NOTES 0.0 AIR CONDITIONING IN INCH ALT ALTERNATE INSUL INSULATION OR INSULATED ` ALUM ALUMINUM INT INTERIOR •F c y ' (SIGNING THE CONSTRUCTION CONTRACT THE REQUIREMENTS OFT CONFIRMS THE UNDERSTANDING AND COMPLIANCE THESE NOTES) ANG ANGLE v APPD APPROVED IT JOINT _ CA M 1. AS REQUIRED BY THE SPECIFICATIONS,ALL WORK SHALL BE IN COMPLIANCE WITH APPROX. APPROXIMATE APPLICABLE BUILDING CODES. ARCH ARCHITECTURAL LAM LAMINATE ASB. ASBESTOS C L.B. LAG BOLT ��.,�y� 2. VERIFY RESPONSIBILITIES FOR OBTAINING A GENERAL BUILDING PERMIT(OWNER SECURED A.A.C. ASBESTOS ABATEMENT CONTRACTOR LT LIGHT "�7�Q O C M OR CONTRACTOR SECUREDI.THE ARCHITECT MAY ASSIST IN PROVIDING INFORMATION FOR AVG AVERAGE LF LINEAR FOOT/FEET SUBMITTING THE PERMIT APPLICATION BUT IS NO'RESPONSIBLE FOR FINALIZING OWNER UN LINEN r O AND CONTRACTOR DATA(LICENSE CERTIFICATES,INSURANCE CERTIFICATES,ETC)OR BM BEAM SUBMITTING PERMIT FEES.WHERE THE PERMIT PROCESS REQUIRES CERTIFICATIONS BY THE BRG BEARING MFR MANUFACTURER O M ARCHITECT AT ANY POINT DURING THE PERMIT,CONSTRUCTION OR CERTIFICATE OF BTWN BETWEEN M.S. MARBLE SADDLE O OCCUPANCY PROCESS.NOTIFY ARCHITECT IN ADVANCE DURING INITIAL PERMIT PROCESS. BLKG BLOCKING M.O. MASONRY OPENING Z CONTRACTORS,SUB-CONTRACTORS AND/OR VENDORS SHALL SECURE ALL REQUIRED BD BOARD MAX MAXIMUM B.O. BOTTOM OF MTL METAL �'1 > M LICENSES,TRADE PERMITS AND(NSPEC110N5. • V J '/� In I BLDG BUILDING MIN MINIMUM y, 3. THE CONSTRUCTION AND/OR PERMIT DOCUMENTS REPRESENT A GENERAL OVERVIEW OF BL BUILDING LINE MIR. MIRROR 0 � THE CONSTRUCTION WORK AND CONTAIN VARIOUS DETAIL DRAWINGS IN SUPPORT OF B.U.R. BUILT-UP ROOF MISC MISCELLANEOUS BerkleyMEANS AND METHODS.THE CONSTRUCTION DOCUMENTS DO NOT REPRESENT t4.* O O EXHAUSTIVE INFORMATION DEPICTING ALL ASPECTS OF GENERALLY ACCEPTED INDUSTRY O CAB CABINET N/A NOT APPLICABLE • NY 1 STANDARDS AND/OR CODE REQUIREMENTS.THE CONTRACT DRAWINGS DO NO"DESCRIBE CPT CARPET N.I.C. NOT IN CONTRACT ALL MEANS,METHODS AND COMPONENTS TO COMPLETE THE CONTRACT WORK VARIOUSCH CEILING HEIGHT N.T.S. NOT TO SCALE M ASPECTS OF INSTALLATIONS AND ASSEMBLIES ARE ALSO AS REQUIRED AND DIRECTED BY CEM CEMENT EACH MANUFACTURERS UNIQUE PRODUCTS.THESE REQUIREMENTS MAY BECL CENTER LINE OC ON CENTER PERFORMANCE ESTABLISHED,CODE ESTABLISHED OR BOTH.ITEMS,ASSEMBLIES, CT CERAMICTILE OPNG OPENING1mr-irCOMPONENTS,MEANS AND METHODS REQUIRED'0 SUPPLY AND INSTALL THE WORK AS C.M.T CERAMIC MOSAIC TILE O.H. OVERHEAD REQUIRED BY THE CONSTRUCTION DOCUMENTS(DRAWINGS.SPECIFICATIONS AND C.W.T CERAMIC WALL TIME CONSTRUCTION CONTRACT)ARE CONSIDERED TO BE INCLUDED IN THE SCOPE OF C.O. CLEANOUT PR. PAIR CONTRACT WORK CLR CLEAR PART. PARTIAL 0i CLO CLOSET PL PLATE 4. DISCREPANCIES,CONFLICTS OR PERCEIVED OMISSIONS FOUND IN THE CONSTRUCTION COL COLUMN P.C. PLUMBING CONTRACTOR DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER CONC CONCRETE PLYWD PLYWOOD FOR CLARIFICATION PRIOR'O PROCEEDING WITH THE WORK- C.M.0 CONCRETE MASONRY UNIT POLY POLYETHYLENE + CONST CONSTRUCTION PREFAB PREFABRICATED t� yr 5. PLUMBING SYSTEM COMPONENTS AND LAYOUT;HVAC SYSTEM COMPONENTS AND CONT CONTINUOUS P.T. PRESSURE TREATED LAYOUT;FIRE SPRINKLER SYSTEM COMPONENTS AND LAYOUT AND PRIMARY ELECTRICAL Gl CONTROL/CONTRACTION JOINT COMPONENT LAYOUT AND COORDINATION ARE THE RESPONSIBILITY OF THE CONTRACTOR COORD COORDINATE REF. REFRIGERATOR ( AND RELATED TRADES FIELD ENCOUNTERED CONFLICTS SHALL BE COORDINATED BY SAID CRS COURSES RELIVE REINFORCEMENT r CU FT CUBIC FEET REQ REQUIRE(WING, TRADES AND CONFIRMED WITH THE ARCHITECT AND OWNER. R RISER 6. DO NOT SCALE DRAWINGS.RELY ON THE NUMERICAL DIMENSION MATRIX AS PRIMARY DEMO DEMOLITION RM ROOM DIMENSIONAL INFORMATION.WHERE QUESTIONS OCCUR DURING THE BIDDING OR _ D DEPTH R.O. ROUGH OPENING CONSTRUCTION PROCESS,CONFIRM ALL CIRCUMSTANCES REGARDING DIMENSIONAL �— DETL DETAIL R.O.B. RUN OF BANK AERIAL VIEW DIA DIAMETER 1 QUESTIONS OR CONFLICTS WITH THE ARCHITECT PRIOR TO PROCEEDING WITH SCOPE DIM DIMENSION SALV. SALVAGED 1"=30'-0" ANALYSIS OR INSTALLATION. DR DOOR SCHED SCHEDULE 7. TYPICALLY,DIMENSIONS ARE TO EDGE OF SLAB.FACE OF STUD,FACE O CONCRETE. DBL DOUBLE SECT SECTION CENTER OF DOOR.CENTER OF WINDOW AND CENTER OF PLUMBING FIXTURE,UNLESS DR DRAIN S.M.D. SEE MECHANICAL DRAWINGS , OTHERWISE NOTED. ` q"���Rxt DWG DRAWING S.E.D. SEE ELECTRICAL DRAWINGS v, 4f �f Rye Brook PO Box 442 S.P.D. SEE PLUMBING DRAWINGS - 8. WHERE LOCATION OF DOORS ARE NOT DIMENSIONED THEY SHALL BE CENTERED IN THE Purchase I New York 10577 EA EACH SIM SIMILAR �r `� ELEC ELECTRICAL SPEC SPECIFICATION Archite-GtUr"�� eV1e1fv �O�r WALL OR PLACED6'FROMADJACENTWALL 914.204.6404 www.tylerap com E.C. ELECTRICAL CONTRACTOR SQ SQUARE /` 9. ALL WORK SHALL BE INSTALLED BY SKILLED TRADESMAN AND MECHANICS TRAINED AND Rn a m.nrR,,,w.,w.w,amdsa rerwar...m„s.n EL ELEV ELEVATION S.F. SQUARE FOOT/FEET / "`m"e"4d"'~'"`""_�r""•�`""'. p t�val Date. FAMILIAR WITH MEANS AND METHODS OF THEIR SPECIFIC TRADE.ALL TRADES SHALL HAVE b1RL OmawYY1 W v,nYe�RR�N C.ov,l����m EQ EQUAL Q STL STEEL A r%ff A REPRESENTATIVE ON SITE WITH A COMMAND OF THE ENGLISH LANGUAGE.ALL WORK E.F. EXHAUST FAN STOR STORAGE SHALL BE PLUMB,LEVEL.TRUE AND SQUARE IN THE CONTEXT O THE DESIGN.ALIGNMEN' —_ (E).EXIST. EXISTING STR STRUCTURAL ' ETA EXISTING TO REMAIN ,,rm an;.__ ____ O MULTIPLE COMPONENTS SHALL BE COORDINATED AMONG TRADES sate Inue� EXP EXPANSION TK THICK 10.PRODUCT SUBSTITUTIONS SHALL BE SUBMITTED TWO WEEKS PRIOR TO THE E.J. EXPANSIONASOLATION JOINT TBD TO BE DETERMINED COMMENCEMENT OF THE RELATED INSTALLATION FOR REVIEW AND APPROVAL BY OWNER EXT EXTERIOR T&G TONGUE&GROOVE AND ARCHITECT.WHERE PROCUREMENT TIME FOR A PROPOSED SUBSTITUTION IS GREATER E.I.F.S. EXTERIOR INSULATION&FINISH SYSTEM TLT TOILET - THAN TWO WEEKS,ALLOW AN ADEQUATE PERIOD FOR REVIEW TO PREVENT DELAYS IN THE T.O. TOP OF _.._ CONSTRUCTION SEQUENCE. F.O. FACE OF T.O.W. TOP OF WALL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FT FEET TB TOWEL BAR 11.INSTALL ALL FIXTURES.EQUIPMENT AND MA-ERIAL PER MANUFACTURER S REQUIREMENTS F.F. FINISH FLOOR T TREAD GROUND SNOW LOAD 20 AND RECOMMENDATIONS.PROVIDE ALL WARRANTY MANUALS,CERTIFICATES OR FIXT FDCTURE TYP TYPICA_ '""" UTERATURE.REGISTER PRODUCTS AS REQUIRED BY MANUFACTURER.ALL MATERIAL., _ FL FLOOR WIND SPEED(MPH) 115 to 120 FIXTURES,COMPONENTS AND WORKMANSHIP SHALL BE WARRANTED FOR A MINIMUM OF _ FDN FOUNDATION UL UNDERWRITER'S LAB SEISMIC DESIGN CATEGORY C ONE YEAR U.O.N. UNLESS OTHERWISE NOTED GALV GALVANIZED ICE SHIELD UNDERLAYMENT REQUIRED YES 12.ALL TRADES SHALL COORDINATE AND CONFIRM CLEARANCES FOR FLUES,VENTS,CHASES, ——� G.C. GENERAL CONTRACTOR V.B. VAPOR BARRIER G.F.C.I GROUND FAULT CIRCUIT INTERRUPTER V.I.F. VERIFY IN FIE D SUBJECT TO DAMAGE FROM: SOFFITS.FIXTURES,ETC.,BEFORE INSTALLATION OF SAME. v.gaee Ttaw G.W.B. GYPSUM WALL BOARD WEATHER FROST LINE DEPTH TERMITE 13.ALL FOOTING BOTTOMS SHALL BE A MINIMUM OF 4'-0'BELOW GRADE.FOOTING BO"'OMS GOLDSTONALEBAN RESIDENCE W.O. WALL OVEN SHALL BE ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2.000 LBS PER RENOVATED REAR COVERED PORCH HDR HEADER W.W.M. WELDED WIRE MESH SQUARE FOOT.ROCK SHALL BE SOLID AND STABLE.PIN FOOTINGS TO ROCK AS DIRECTED 5 BERKLEY H.VA.C. HEATING,VENTILATION&AIR CONDITIONING SEVERE 42' MOD TO HEAVY RYE BROOK,NY W WIDTH BY ARCHITECT IN FIELD.FOCI'LNG BOTTOMS.'BENCHES AND FORM-WORK SHALL BE FREE H HEIGHT W/ WITH OF DEBRIS AND MOISTURE PRIOR TO PLACING REINFORCING AND CONCRETE.WHERE SOIL HORIZ HORIZONTAL W/0 WITHOUT OR ROCK CONDITIONS DO NO`MEET THE ABOVE PERFORMANCE STANDARDS,REVIEW Brewing Tttlm H.W. HOT WATER WD VVOOD CONDITIONS WITH ARCHITECT AND OWNER IN FIELD PRIOR TO PROCEEDING WITH WORK SYMBOLS & MATERIALSFILECOPY COVER SHEET 14.PITCH ALL FINISH GRADE CONDITIONS AWAY FROM BUILDING PERIMETER AND COMPLY WITH THE INTENT O THE SITE GRADING PLAN. 15.FRAMING MATERIAL IN CONTACT WITH FOUNDATION OR OTHER POTENTIAL HIGH C-------_-- - -- ----7 SYMBOLS LEGEND MATERIALS LEGEND MOISTURE ENVIRONMENTS SHALL BE WOLMANIZED'PRESSURE TREATED'MATERIAL t3cds Aslndicded INSTALLATION REQUIREMENTS MAY ALSO INCLUDE FLASHING AND OR OTHER MOISTURE SECTION NUMBER EL+CY-0' ELEVATION EA. ® ROUGH LUMBER MANAGING COMPONENTS AND MATERIALS. 1 1 REVISION NUMBER 16.FIRE/SMOKE DETECTION OR ALARM DEVICES SHALL DURING P� CONSTRUCTION.PROVIDE TEMPORARY SUPPO R E%1IGE,% DRAWINGS LIST Al.l SHEET NUMBER �� l� POROUS FILL � BLOCKING ��I�IEERED SNC3�Ft�A11VIN�'Ss — v =—I 1 PARTITION TYPE X 12 ROOF SLOPE 17.WHERE ROOF TRUSS SYSTEMS ARE UT14 t ELEVATION NUMBER (DESIGNED AND SEALED BY LICENSED,+U ENPUI Eq r—Ga 3UILDIN e1 -ENT s.:a* s..t CONCRETE ® FINISHED WOOD FILE AND ON SITE COORDINATION. SS IUF�A0fURE SHALL PRWL1,5 SIGN► E 01@8123 ARCHITECTURAL: i O WINDOW TYPE /i BUILDING EXTERIORS AS REOUIRED r�+`f 4jE CQ5 I 1T t3 hELSE Q'L400F�*l was A3.1 SHEET NUMBER I ADA 5 DIA WHEELCHAIR SYSTEMS. °+ �• 1k l TURNING RADIUS ® PREFACED CMU PLYWOOD t a 22-13 SHEET SHEET NAME ISSUED REVISED CH.X'•X' CEILINGHEIGHT \ / �` ` `�-• •+ tHnrinp By: AO COVER SHEET 03/14/23 DETAIL NUMBER ,, • CMU RIGID INSULATION A0.1 SPECIFICATIONS DEMOLITION 03/14/23 1 DOOR NUMBER '(~`J i �� :., MD :r AS.O SITE PLAN 03/14/23 A3.1 SHEEP NUMBER C=___� WALLS!ELEMENTS � i y `• •;,. -1:`, N ���s� A2.0 PROPOSED FLOOR PLAN 6 ELEVATIONS 03/14/23 HARDWARE SET FIXTURES TO BE REMOVED ® BRICK BATT INSULATION (C ?! T 4 JT Gi STORMWATERMNG PLAN 02/28/23 i DOOR TYPE ` -�. �:, c ------- ------- DRAWING NUMBER { - ® ® o.aRrt�Mae _- - � EXISTING WA,� STRUCTURAL STEEL C C FLOOR FINISH GYPSUM DRYWALL 0 C v:t•:.'.,,.��r 1 Al.l -SHEET NUMBER 4 INTERIOR GLASS BLOCK ® COMPOSITE TRIM +[1 f .�r r t , �. ELEVATION NEW CONSTRUCTION Y AO 3 VIEW NUMBER (HATCH PATTERN: ROOM NAME 00 1 000 ROOM NUMBER 000 ROOM NUMBER S_BIJILTIFINAL SURVEY A �= - REQUIRED PRIOR TO DIVISION 1-GENERAL CONDITIONS 4.1 CONCRETE BLOCK- 4, gnQF TIE-DOWN:Roof tie down straps and anchors shall be identified in contractors bid as an integrated F.F 8 3/4' DN / [where applicable for misc.utility and accessory walls' Engineered Lumber System verified by the Engineered Lumber Manufacturer in their shop drawing analysis and 1.1 SCOPE OF WORK:Contractor shall furnish and install all labor,materials and equipment required to complete all work A. MATERIALS: submission.The tie downs shall be based on'High wind truss/rafter tie-downs'as manufactured by Simpson I PREPARE EXIST.GRADE / shown on drawings and work required for a complete project All materials and workmanship shall be of the best quality 1. BELOW GRADE BLOCK_Standard 60%solid,8"high x 16'long units in widths indicated on drawings.Blocks Strong-Tie'. i� FOR NEW CONC.SLAB&U / and shall meet all applicable codes.Drawings and specifications shall serve as general limits and minimum standards for shall extend from top of footings to 8"above finished grade or as indicated an drawings. I PIERS / scope of work.Contractors,sub-contractors and vendors shall abide by and provide for residential industry standards as 2. ABOVE GRADE BLOCK:Standard 60%,8"high x 16"long units in widths indicated on drawings. B. St IRMITIALS:Submit manufacturer's product data,shop drawings•warranty and schedule of recommended ' I EXIST.RAILING TO / well as adhering to building code requirements. installation practices,installaton details and on-site storage requirements. F.F"0'-0" i BE REMOVED B. SUBMITTALS,Submit manufacturer's product data I 1.2 The combined project documents are not provided as exhaustive and expansive detailed explanations of every and all C. INSTALLATION&IMPLEMENTATION: SLAB TO BE REMOVED AT ALL NEW i k EXIST.POST/ROOF materials•components,assemblies,means or methods.Qualified licensed construction trades are anticipated to C. INSTALLATION&IMPLEMENTATION- PIER LOCATIONS.-CONTRACTOR TO TO BE REMOVED incorporate their trade expertise and merge requirements of manufactured materials and components into the 1. Comply with the manufacturer s specifications and installation instructions. 1. For each product indicated,comply with the manufacturer's specifications and installation Instructions. EXIST.STAIR REVIEW CONDI"ION OF EXISTING implementation and realization of the project The project documents shall serve as general limits and minimum standards 2. Provide square finished end blocks at ends of block walls above grade. 2. In limited instances and framing conditions(primarily at exterior walls]a single top plate s acceptable where I SLAB TO DETERMINE IF ENTIRE SLAB I it for the scope of work.AN materials and workmanship shall be of the best quality and shall meet all applicable codes and 3. Block shag be laid in running bond,reinforced every second course with 9 gage galvanized wire dur-o-wall detailed as secured directly above an engineered lumber beam. (NO WORK) LA TO BE DEMOLISHED. EXIST.STONE FLOOR TO LLJ applicable trade standards. reinforcing. 3. Beams and girders:Three inches(3°)minimum bearing over all supports.All headers and tail beams not i I I BE REMOVED/CONC. 4. Provide a raked joint at exposed concrete block,unless otherwise noted. supported by wood ledgers shall rest on metal hangers,'Simpson Strong-Tie"."Teco°or pre-approved equal. EXIST_DECK i EXIST.OPENPA-no A-no i SLAB TO REMAIN-VIF 1.3 The architect anticipates interface with all trades,vendors and manufactures towards confirming seamless workflow,fit 5. Fill first two courses top and bottom of wall with grout and coordinate with anchor bolt layout and footing bars. Splice only over supports.Joists shall have a minimum of 1'%'bearing. I i i I W/ARCHITECT SLAB and finish.Interface may include but not be limited to pre-procurement review and vetting of proposed materials, 6. Where two block wythe walls exist,provide a dead man course every(3)courses high x 4'high. 4. Provide solid post or solid studding below all beams and girders at bearing points. (NO WORK) I I CONDITION products•components and assemblies via discussion,email or correspondence yielding detailed post procurement/pre- 5. Where continuous or incremental engineered lumber beam spans exceed 10'engineered lumber stud nests or 1 installation submissions,shop drawings or review of other relevant product or component information. 4.2 MASONRY/STONFACCESSORIFSi posts shall be used embedded in adjacent wag framing and blocked solid down to steel columns or conc foundations in basement with engineered lumber blocking matching bearing areas above and below 1.4 CODE COMPLIANCE&RIJILDING STANDARDS:Ali work and materials shall conform and comply with all local codes, A. MATERIALS: 6. Provide single jack studs at all openings to support headers,unless otherwise noted. / C ordinances and the following authorities as applicable: 1. STONE ANCHOR:As required by thin stone veneer manufacturer or as follows in mist circumstances and 7. Set all beams,girders and joists and rafters with natural crown up UP / assemblies-Galvanized 1-1/2°wide X 3-1/2'length,ff14 gauge.#345'Corrugated Buck Anchor',as 8. All wood plates and silk in contact with concrete shall be double plate assembly pressure treated,S.Y.P.set on a 6'-6•+/_ 2020 New York State Residential Code manufactured by Hohmann&Bernard.@ V-4'on center horizontally and vertically.Ag masonry ties to be sill gasket system and pre-drilled to correspond to foundation anchor bolt pattern. I EXIST.FLAG STONE National Electric Cade secured to exterior sheathing with matching galvanized screws as approved by the manufacturer. 9. Face grain of plywood to be perpendicular to joists and studding,with staggered joints.Provide dips where EXIST.Fl AC STONE �-- tr/ EXIST.FLAG STONE TO BE National Fire Underwriter Code 2. WEEP HOLES:Refer to selected thin set composite cast stone manufacturer's moisture management necessary. WA REMOVED installation requirements.All installations shall include a moisture management component or material layer. 10.Nailing:All perimeter(exterior)walls and interior bearing walls studs,lack studs and posts,shall be toe-nailed to --- 1.5 PERMITS:The contractor is responsible for filing for any and all permits including the general permit form the local Continuous fabric flashing and preformed'QV-Quadro-Vent'weep holes,as manufactured by Hohmann& sill,bottom and top plates with three 16 penny nails,one nail on one side and two on opposite.Double end building department The contractor shall confirm via prior arrangements or agreements regarding permit fee Bernard or equal,@ 2'-0'on center at base of walls and over openings shall be considered minimal scope nailing is permitted to set partitions and can remain on non-bearing Interior walls only.All nailing shag conform PORTION OF EXIST.FLAG distribution,reimbursement or direct payment The Architect does not establish,calculate,represent,warranty or components where mfr detail information does not specify. to the New York State Residential Building Code. DEMOLI ION REAR COVERED PORCH STONE TO BE REMOVED otherwise attest to the declared value of construction as it relates to establishing permit fees satisfying municipal 3. MORTAR NET:Not applicable unless selected thin set composite stone selection and mfr requirements 11.Where screws are specified or utilized to secure sheathing or decking assemblies the proposed screws shag be LJ 3/16"=r-0- /f definitions,gages or affidavits.All construction permit related value declarations are established by or between the dictate similar wall assembly components. compliant with material manufacturer's requirements and meet all ASTM performance requirements for screw contractor and owner. 4. FLOOR PAVERS-Bluestone pavers 1 1/2"thick-Ashlar Pattern fasteners in wood framing.Screw pattern and frequency shall meet all building code required performance standards. 1.6 Each construction trade shall be responsible for obtainingSUBMITTALS-S• \, permits relevant to their respectable trades,as well as all B. S ��.Submit manufacturer's product data 12.Cutting or notching of framing members in wags or wall/beam air wall/joist assemblies shag comply with building ' \\ required inspections.(i.e.UL-electrical permits and inspection;plumbing permits and inspections if applicable).Final code standards and requirements in conjunction with engineered lumber manufacturer's requirements and payments shag be subject to the contractor providing the Owner with a Certificate of Occupancy upon completion of the C. INSTALLATION&IMPLEMENTATION:Comply with the manufacturer's specifications and installation instructions. restrictions. job. DIVISION 5-METALS DIVISION 7-THERMAL AND MOISTURE PROTECTION 1.7 CERTIFICAJES AND INSPECTIONS:The Contractor shall schedule and perform all required inspections.Contractor shall coordinate the required municipality inspections with the local code enforcement official.Contractor shall furnish 5.1 METAL FABRICATIONS: 7.3 ROOFING: - Owner with a Certificate of Occupancy from the permitting agency.Contractor shag furnish all other warrantees and documentation listed in specification before project completion and final payment A. MATERIALS: A. STANDING SEAM METAL ROOF:Provide metal roof that meets both the solar reflectance and thermal emissivity =_ � ____-_=- �=- rf 1. GENERAL:For metal fabrications exposed to view in the completed Work,provide materials with smooth,flat requirements.An acceptable product is Snap•dad.032 aluminum standing seam as manufactured by Pac-Clad. _- _-- -- _---- - EXIST. EXIST. l�_r 1.8 CERTIFICATE OF INSURANCE:Contractors shall furnish Owner copies of insurance policies required by permitting surfaces without blemishes.Do not use materials with exposed pitting,seam marks,roller marks,rolled trade Color Medium Bronze. __ _- ---_ -___ -� EXIS. agency or municipality including workers compensation,naming Owner and Architect as certificate holders. names or roughness ---- __ _-_ EXIS.ROOF,&POST 70 2. STEEL PLATES_SHAPES_&BARS:ASTM A-36 or A-36M. B. SUBMITTAL:For each product indicated,submit manufacturer's product data,product test reports based on --- --�---- -__ -- \ BE REMOVED 1.9 L)FNSFS•General Contractor and each trade shall be licensed as required by the State of New York.Westchester 3. STEEL COLUMNS:ASTM A-36 with welded steel plates at top and bottom comprehensive tests performed by a qualified testing agency,environmental'green performance/certifications, - - County or the municipality governing the proposed work.Contractor shag furnish a copy of license certificate of all 4. WELDING RODS AND BARE ELFCTRODES`Select according to AWS specifications for metal alloy welded. applicable Energy Star label,installation manual and warranty.For standing seam metal roof,provide detail drawings ' trades who will be working on the project to the Owner. 5. PRIMER FOR INTERIOR ST •Shop paint with modified oil-alkyd primer,Tnemec 88-559 or 10-1009 or for each type of roof condition. EXIST.RAILING TO BE equivalent Primer shall be compatible with finish paint. EXIST REMOVED 1.10 GUARANTEE:The General Contractor shall provide a one-year guarantee for all workmanship and material from date 6. PRIMER FOR GALVANIZED STEEL:Shop paint with polyamide epoxy pruner,Tnemec F.C.Typoxy Series 27,or C. INSTALLATION&IMPLEMENTATION:For each product indicated,comply with the manufacturer's specifications of substantial completion as established by the Architect.General Contractor shall furnish all other documentation, equivalent Primer shall be compatible with finish paint and installation instructions. EXIST.STONE TO BE manuals and warranties before project completion and receipt of final payment 7. FASTENERS Provide Type 304 or 316 stainless-steel fasteners for exterior use and zinc-plated fasteners with - -ri-Trrmumn - REMOVED/SLAB coating complying with ASTM B633,Class Fe/Zn 5,where built into exterior walls,except as otherwise noted. 7.4 ALUMINUM FLASHING:0.040'aluminum flashing includinghips,valleys•projections through roof,intersections of 7- T �-------- I ��/: � CONDITION TO BE 1.11 CONTRACT:Contractor shall execute a contract[or contracts]with Owner utilizing valid and relevant AIA Contract Select fasteners for type,grade,and class required. roof and vertical surfaces,including drip and rake edges,counter flashing and any other conditions shown on the REVIEW FOR POSSIBLE Documents or other form of agreements approved by both parties.The Architect may review the contracts for 8. ANCHOR BOLTS:ASTM F 1554,Grade 36.Anchor bolts shall be rated for contact to'ACQ'pressure treated drawings or required flashing.Finished surfaces shall have a white baked enamel finish or as otherwise indicated oni,Ym,rrn I L- EXIST. I I ;j REMOVAL construction at the owner's request Where the construction agreement includes the architect as an agent of the owner material. drawings.Permanent waterproof air/vapor seal,high-tack,pressure-sensitive adhesive combined with a three-ply, __ _ _ I I I I reviewing payment requests the architect shag be made aware of this task via writing and the payment request 9. BOLTS AND NUTS:Regular hexagon-head bolts.ASTM A-307,Grade A,with hex nuts,ASTM A-563 and flat cross-linked tear and puncture resistant poly facer film as manufactured by Protecto Wrap Co.Do not allow applications shall be referenced to a comprehensive project'Schedule of Values' washers.Bolts,nuts and washers shall be rated for contact to'ACQ'pressure treated material. aluminum flashing to contact copper materials or any other non-aluminum metal. - :1-0 Fir-1 9--if---11 1 10.MACHINE SCREWS:ASME B18.6.3 I �_ I-11-1� IUL1 LI`11�1�� Hr 1.12 CONTRACT SET OF PRINTS:If required by article of construction contract.the Contractor and owner shall sign a set 11.L.AG BOLTS:ASME B18.2.1 7.5 WATER RESISTANT UNDERLAYMENT:Roofer's Select high performance underlayment as manufactured by �--� F� _ _ - -UZ of contract documents(drawings&specifications)which shall serve as the contract scope of work for the project. 12.WOOD SCREWS:Flat head,carbon steel,ASME 818.6.1 CertainTeed.Submit manufacturer's product data.Comply with the manufacturer's specifications and installation Additional agreed upon items shall be written and approved by bath parties and become a part of the contract 13.PLATE W SH RS•Round•carbon steel,ASME B18.22.1. instructions. DEMOLITION BACK ELEVATION 14.LOCK WASHERS:Helical,spring type,carbon steel,ASME B18.21.1 2 1.13 ALLOWANCES: Shall be included in the contractors Scope of Work The allowances are to be applied toward the 15.EXPANSION ANCHORS:Carbon-steel components zinc-plated to comply with ASTM B-633,Gass Fe/Zn 5. 7.6 WATERPROOFING UNDERLAYMENT:WinterGuard HT waterproofing underlayment as manufactured by purchase of a pre-contract schedule of items created by the Owner,Architect and Contractor.Installation of all Anchor bolt and sleeve assembly of material indicated below with capability to sustain,without failure,a load CertainTeed.Submit manufacturer's product data.Comply with the manufacturer's specifications and installation allowance items shall include in the general contract Scope of Work.A'Schedule of Allowances'will be developed in equal to six times the load imposed when installed in unit masonry and equal to four times the load imposed instructions. conjunction with the contracts for construction. when installed in concrete,by testing per ASTM E 488 7.7 SEALANTS:Siliconized polyether advanced polymer formula with no solvents,temperature application range of-35 1.14 SUBSTITUTIONS.In general,equal or better product substitutions are permitted where specific esthetic desires or B. SUBMITTALS:For each product indicated,submit manufacturer's product data,product test reports based on degrees to 140 degrees.30 minutes of tooling time,full cure time of 24 hours,for exterior use on fiber cement, requirements are not in question.Proposed alternative submittal documents shall include a side by side comparison to comprehensive tests performed by a qualified testing agency,environmental'green'performance/certifications and siding,trim and windows,paintable,+/-25%total joint movement,less than 1%VOCs.An acceptable sealant is Side the specified product's submittal document(s). installation manual. Winder Advanced Polymer Siding and Window Sealant as manufactured by DAP.Advanced Polymer,temperature application range of-35 degrees to 140 degrees,20 minutes of tooling time,full cure time of 24 hours,all-purpose TAP DIVISION 2-EMSTING CONDITIONS: 1. PRODUCT DATA:for Paint products sealant for indoor/outdoor,paintable,and low VOC.An acceptable sealant is 3.0 Advanced All-Purpose Sealant with 2. SHOP DRAWINGS:Detail fabrication and erection of each metal fabrication indicated.Include plans, Kwik Dry Technology as manufactured by DAP.Advanced Polymer,temperature application range of-35 degrees rywkeMearetr�r+�lift 2.1 SCOPE OF WORK:The work requires selective demolition. elevations,sections and details with their connections.Show anchorage and accessory items. to 140 degrees,20 minutes of tooling time,full cure time of 24 hours,self-leveling concrete and mortar sealant for PO Box 442 3. WELDING CERTIFICATES-Copies of certificates for welding procedures and personnel.Certify each welder concrete,masonry and stone surfaces,paintable,and low VOC.An acceptable sealant is 3.0 Advanced Self-Leveling Purchase I New York 110577 QIVISION 3-CONCRETE has passed the AWS qualification tests for welding processes involved and,if pertinent,has undergone Concrete Sealant with Kwik Dry Technology as manufactured by DAP.Provide sealant according to the Energy 914.204,6404 recertification. Conservation Construction Code as listed in this spec.Provide sealant around all doors,windows and other openings www.ty►erap.com 3.1 POURED CONCRETE: for a watertight condition.Provide sealant at concrete slab isolation joints.Color to match adjacent material;unless C. INSTALLATION&IMPLEMENTATION: multiple material colors or other issues,then color to be selected by Architect Submit manufacturer's product data. A. MATERIALS:For basement walls,foundations,piers,exterior site walls,footings and interior floor slabs(not garage Comply with the manufacturer's specifications and installation instructions. floor slab);concrete shall be 3.000 psi,air-entrained(total air content,%by volume of concrete,shall be not less 1. For each product indicated,comply with the manufacturer's specifications and installation instructions. than 5%or more than 7%)and batched at a central plant For garage floor slab,porches and steps exposed to 2. Anchor bolts shall be galvanized steel%'diameter anchor bolts•with a minimum embedment of 12'in 7.8 METAL GLITTERS SCUPPERS COLLECTORS AND LEADERS.ROOF DRAINS: weather;concrete shag be 3,500 psi•air-entrained and batched at a central plant Concrete shall be steel trowel foundation wall and 3''hook'.Bolts shag be spaced a maximum 6"-0'O.C.,a minimum of two bolts in each plate A. In profiles to match existing. one t�,em finish. with bolts located not more than 12'or less than seven bolt diameters from each end of the plate.AO bolts B. Material shall match existing in size•material and color. must have washer and nut securely fastened. B. SUBMITTALS:Product data,batch tickets and test results for 28-day compression tests. DIVISION 8-DOORS AND WINDOWS DIVISION 6-WOOD C. INSTALLATION&IMPLEMENTATION: A.WINDOWS 6.1 ROUGHCARPENTRY: -- 1. No work with materials containing or mixed with water shall be carried out during unreasonably cold weather. 8.1 Skylights:Velux skylights(FS)model M04,review with manufacture operable shades syste if desired by owner. Low temperature ranges defining'unreasonable'begin with air temperature,relative humidity or wind chill A. MATERIALS: factors which individually or in combination lend to water freezing conditions. B. SUBMITTALS:For each product indicated,submit manufacturer's product data.product test reports based on 2. Concrete forms and formwork layout shall be implemented via onsite reference'work points'for horizontal and 1. FRAMING LUMBER:All floor sill plates shall be construction grade,"S.Y.P."pressure treated minimum Fb=1550 comprehensive tests performed by a qualified testing agency,environmental'green'performance/certifications, vertical relationships by a licensed surveyor or other certified professional proficient in site layout mechanics. psi.utilizing double plates installed on sill sealer gasket.All other framing shall be'Engineered Manufactured applicable Energy Star label,installation manual and warranty.For skylights,provide detail drawings for each --- Formwork shall be square and plumb utilizing quality formwork material free of imperfections,cracks,gouges or Lumber'[EML)components and or in conjunction with misc construction grade"Doug.Fir'.No.2 and better, installation on type of roof condition. ---- -- other signs of excessive wear.Formwork shall be securely installed and braced with the ability to resist with a minimum Fb of 1000 psi and a maximum moisture content of 1996. C. INSTALLATION&IMPLEMENTATION:For each product indicated•comply with the manufacturer's specifications deformation while wet concrete is place with in forms maintain lines and profiles of original layout Formwork and installation instructions. veyoct nnm shall yield diagonal reference checks for'squareness'with a maximum tolerance of'out of square'by 1/8'per 2. CROSS BRIDGING:As compliant with and integrated in'Engineer Manufactured Lumber'system components 30'of diagonal check reference. or in incidental circumstances'Doug.Fir'No.2 and better construction grade,5/4 x 3,8'maximum O.C.in all DIVISION 9-FINISHES GOLDSTEIN-KLEBAN RESIDENCE 3. On site reference points shall be maintained until an'as built'foundation survey is completed and filed with floor and roof framing.Where metal cross bridging and bracing components are utilized types,sizes and spacing Scone of Work:Contractor shall furnish and install all labor,material and equipment required to complete all finish work as RENOVATED REAR COVERED PORCH municipality. shall be coordinated with'EML'manufacturer via submittals with'EML'shop drawings. shown on plans.Finishes shag meet flame spread and smoke index requirements as per N.Y.S.Building Code or as noted on 5 BERKLEY 4. Work may be started when temperature is 28 degrees F and rising and shall be stopped when temperature is 34 drawings. RYE BROOK,NY degrees F and falling.Furthermore,during such cold weather conditions the following precautions shall be B. SUBMITTALS-Submit manufacturer's product data.shop drawings,warranty and schedule of recommended taken:Water shall be heated and kept warm.Sand shall be heated and kept warm.An anti-freeze such as installation practices,installation details and on-site storage requirements. 9.1 Wall&specialty Board: Otwdey nna "Euco"made by Euclid Chemical Co."Tri-Mix'by Sonnenbom,or"No Freeze'by Hom shall be added to the mixture in proportions as recommended by the manufacturer.Material shall be placed as soon as possible and C. INSTALLATION&IMPLEMENTATION- A. MATERIAI S: SPECIFICATIONS&DEMOLITION shall not be permitted to get too cold.No material containing ice or frozen parts shag be used.All footings and trenches when exposed must be dewatered and protected from freezing. 1. For each product indicated,comply with the manufacturer's specifications and installation instructions. 1.Azek board for fasda to match exist 5. Work shall be protected against cold weather or frost by means of hay,straw,canvas,'salamanders'or other 2. Beams and girders:Three inches(3°)minimum bearing over all supports.All headers and tail beams not 2.Trex pergola system-for columns and base,color brown to match exist. approved methods.Work damaged by cold weather or frost will not be accepted. supported by wood ledgers shall rest on metal hangers,'Simpson Strong-Tie',"Teco'or pre-approved equal. 6. Contraction joints shall be provided by placing plastic inserts or grooves into the fresh concrete to a depth of/. Splice only over supports.Joists shag have a minimum of 1%"bearing. 9.2$gam: -� 1'-0. scalm 3118" the thickness of the slab or with saw cuts.Saw cuts shall be made the same day that the concrete is cast 3. Provide solid post or solid studding below all beams and girders at bearing points. A MATERIALS: - Contraction joint spacing for interior concrete of 4'thickness shall be 16'-0"max on center and for interior 4. Provide single jack studs at all openings to support headers,unless otherwise noted. concrete of 5'thickness shall be 20'-0'max on center. 5. Set all beams•girders and joists and rafters with natural crown up. 1.Trex Trancent railing system brown color to match existing.Contractor to submit color sample for approval by owner 7. Isolation joints shall be provided between the slab edge and the foundation wall,except as otherwise indicated. 6. All wood plates and silk in contact with concrete shall be double plate assembly pressure treated.S.Y.P.set an a and architect. _.,..a Isolation joints shall be provided around steel column connections to footings.Isolation joints shall be provided sill gasket system and pre-drilled to correspond to foundation anchor bolt pattern. on the concrete slab if it exceeds 100'-0'in any dimension. 7. Face grain of plywood to be perpendicular to joists and studding,with staggered joints.Provide dips where B. SURMITTAI S:For each product indicated,Submit manufacturer's product data,product test reports performed by B. Do not overwork the concrete surface to avoid crazing cracks. necessary. qualified testing agency. 9. Do not add mix water to concrete beyond the amount for proper slumps. SWA 8. Nailing:All perimeter(exterior)walls and interior bearing walls studs•lack studs and posts,shall be toe-nailed to �: f .�},••,,,: a •F^�', '� °iu` 10.Spray a curing compound on fresh concrete immediately after the final finishing operation.Ensure the coverage sill,bottom and tap plates with three 16 penny nails,one nail on one side and two on opposite.Double end C. EX ITION For each product indicated,comply with the manufacturer's specifications and'installation instructions .•�j rs' , '�.� ty 0?l2111123 rate meets the manufacturer's recommendation. nailing is permitted to set partitions and can remain on non-bearing interior walls only.All nailing shall conform Installation shag be secured,nailed(and glued where specified or required)using methods in accordance with ✓• ''�'s c r%� � 11.Where concrete slabs are pitched to accommodate drainage coordinate pitch valleys and joint treatment to to the New York State Building Code. manufacturer's instructions. �. �!.,t ' ,,, 22-13 t No conform with desired patterns in a workmanlike manner.Predetermine all pitch patterns prior to 9. Where screws are specified or utilized to secure sheathing or decking assemblies the proposed screws shall be ��� �� g 22-13 commencement of conk slab installation. compliant with material manufacturer's requirements and meet all ASTM performance requirements for screw DIVISION 10-SPFCIAl11FS-NOT USFD ,r' w k fasteners in wood framing.Screw pattern and frequency shall meet all building code required performance _ t i:=, ,1 h; '�-� 1 �� Dr-vhn`r 3.2 STEEL REINFORCING: standards. DIVISION I-EQUIPMENT-NOT USED „�• �• t MD 10.Cutting or notching of framing members in wags air wall/beam or wall/joist assemblies shag comply with building V �'� ,•jv 11 A jyAIE@[A[,S:A36 or A307 steel reinforcing in concrete walls and footings with a minimum yield strength of 60,000 code standards and requirements in conjunction with engineered lumber manufacturer's requirements and DIVISION 22-PH INKING-NOT USED 7ti;V' psi, restrictions. t I ;,'t �' a eneekw ep B. SUBMITTALS:Certificate identifying steel DIVISION 26-ELECTRICAL JT � fy'g type and strength 6.2 FINISH CARPENTRY a -� �"`� •� � � - 26.1 Electrical Contractor shall install new ceiling fan/lights as indicated in the drawings.System must meet C. INSTALLATION&IMPLEMENTATION:Bars in walls must be tied to footing bars and maintain minimum 2' A MATERIALS: N.Y.S.Residential Code.UL Codes.NFPA and utility company requirements. clearance from all exterior surfaces. 1. CROSS BRIDGING:As compliant with and integrated in'Engineer Manufactured Lumber'system components or in incidental circumstances"Doug.Fir'No.2 and better construction grade.5/4 x 3,8'maximum O.C.in all 26.2 Certificatpc_and_lmnpctiansi Contractor shall supply certificates of inspection and compliances to Owner upon �k•. D. Where reinforcingsteel bars are installed in an exterior retaining wall circumstance the bar/cage configuration shall floor and roof framing.Where metal cross bridging and bracing components are utilized types,sizes and -7; ` +`� AO.1 g g spacing completion of project as required. '� be reviewed by a licensed structural engineering consultant and submitted prior to installation via a submission shall be coordinated with'EML'manufacturer via submittals with'EML'shop drawings. including shop drawings. 2. WATER RESISTANT SHEATHING:Sheathing shall be 5/8'CDX,marine-grade plywood on low slope roof and under-deck conditions.Sheathing shall have a panel span rating of 32/16. DIVISION 4-MASONRY 3. ROOF SHEATHING:Sheathing shag be 5/8"COX OSB(oriented strand board)or Advantech 5/8 T&G sheathing for Roofing-'Zip System'with built in water resistive barrier.All seams must be sealed with'Zip' - Structural specifications shall take precedent for any discrepancies between Structural&Architectural specifications. system tape.Panel span rating of 32/16 and panel grade shall be APA rated'Sturd-I-Floor'for flat roof decking. r� ZONING CHART qso ZONE:R-SO ONE FAMILY RES. tiq/T PARCEL#:135.34-1-61 %�e CODE: PEQ�E� EXISTING: PROPOSED: MINIMUM LOT AREA iQ000 SF 18,989 SF NO CHANGE/EXIST.CONFORMING MAXIMUM MAIN BUILDING *3.797.8 SF(20%) 1,631 SF(8.6%) NO CHANGE/EXIST.CONFORMING C�j �SAy�/T COVERAGE C�Re MAX.PERMITTED LOT COVERAGE IMPERVIOUS SURFACES ** g� LOT AREA(16,001 TO 20.000 SF) 6,307 SF(259Q 4,046 SF(2196) 4,244 SF(22%) CONFORMING Q02 m MAX.PERMITTED DECK *** w o COVERAGE 664.615 SF 3.5% 318 SF+/- NO CHANGE/EXIST.CONFORMING o MAX.PERMITTED FRONT YARD o �o COVERAGE 8,545 SF 45% 1,502 SF+/- NO CHANGE/EXIST.CONFORMING to z MINIMUM BUILDING SETBACK FRONT- 30 FT 46.40 FT NO CHANGE/CONFORMING i� SIDE/BOTH: 10 FT/25 FT 20 FT/45.79 FT NO CHANGE/CONFORMING REAR 30 FT 61.28 FT NO CHANGE/CONFORMING I U �/rC Z 1Q19 MAXIMUM HEIGHT 4 STORIES: 2 1.5 N/A FEET. 30 23+/- N/A Ln m ` SAS m\ * 18.98.1 SF 9 201�3.797.8 SF R=300.00' nG .L-2024 **s• � 4 560 SF(for Wse bl xeJ provided m the code;•747.6.307 sl ` 11L9811 st-16.001 st-2.9811 sl x 25%-747 2 19.989 SF X 3.59s•664 15 SF 1�989 SF LOT 18989 SF X 45 R•8.545 SF � _ I � I I � 1 EXIST.ASWpl- DkIVE 1` END OF EXIST EAST.DROP CURB STOC,AOLE FENCE ON LINE I EXIST.PAVING STONE N VIALK ILL I 1„494 SF+/- a ii z o I m b CORNEROF EXIST DROP rn EXIST.CHAIN CnJ I CI,FtB r n LINK FENCE 20.W EXIST.25.79'SIDE SETBACK EAST 0.22 0. - iXISFKELE'-• Ei05T.CHAIN LINK FENCE 36 SF A TAP EXIST. I ' EXIST FLAGSTONE Td GENERATOR I WALK / 3 PO Box 442 END OF EXIST EXIST.STONE STOFENCCKABLE 6EE I ,Ql SF+/- I WALK j Purchase 1f4.204 6404 New York 105�7 EXIST. o www.tylerdp.com EAST.C74A1N LINK FENCE AC EXIST.1 0 GATE/N: t!7 �. �'.-...s,.4.,-rd m•�s,�•.i I.r m.,,, t EXIST. -- EXIST CHNN LWK FENCE ..,veer •.. GATE I EXIST.CORNER I Q 1 pGFENCE YIE57 tMe tsaem EXIST.20.00' EXIST 21.81' Cl I}RCIPOSED 1f1 I EXIST. 1 of 1 i PORCHRAILING'/ C1 W EXIST.DECK EXIST-COVERED � I J I 31R SF+/- ;- PQB�ti. ; 14$SE z EXIST.19.93' I 370 SF+/- 1 N;/26.8'SIDE SETBACK ------- ---J ~ T TO PROPOSED PORCH Flagst L' 1 .EV/`,?EPPIN NE%IALK �+ Q f EAST.RR'IIALL 1 II ,1LJ A z Project Tldm /� t` I i I m GOLDSTEIN•KLEBAN RESIDENCE EAST. ' i ( RENOVATED REAR COVERED PORCH EY 10.0'REO.SIDE SETBACK �i t} RAILROADTIES 16 SF+/- RYE BR5BEOOK NY 10, ' V rycYi� �i' 15.9 REO.SIDE SETBACK /O Drowum Tlttm m I ♦� tid w i �/� I SITE PLAN I U � i i �f O Q i 16 m i 0 U I ,n w¢ �' M i ,� // i I scalm As Indicated / t CN o CL 0 i - CIS � I I X EXIST.PLAT / l- I I i I a•..q 0 10 20 30 w aD AREA H V ~ I Z wi p..e t 1 ,V'� y • w N i W J 1 1� _`4 I m • lr a % v W I f ,l ` ,,,,� ".,r) ��.:, _.' a ,Y�y 0?128123 �. r l m I II . �l° t �. 1'•� Si 1 ' , Project No i, % f•' 1 ! LL �-I P XIS' ` ti `�~,',l:''r' q 22.13 � 1 TAX LOT 61 Z EXIST.STONE ��r.% /w''�'' .� h / I FIELD MAP LOT 49 MAS.RETAINING :.• •, r• (. • / a Q F.M.012710 Z WALL y• �•*`z- < 9•%, •,f t^ �• mewlw�Op AREA-It1998.509 SF .'e, l s / t j ♦� I -0.436 ACRES t j i J , ; YD / 1 1 Z -CI•,�'- ... Chocked Bp I JT t`�7 I+ J: -~����`�, I� f ',• � Orewln0 Not N -304.99' t Q `iJ .ii:..ytr 'r-_•/ '' NOTE:THIS DRAWING IS BASED ON A - EXIST.CHAIN LINK FENCE x A -10 16 �'j t f f v 'fri t A1.0 SURVEY PERFORMED ERIC GOLDSTEIN N 7�08]p'�/ i o ITS !!.` *S f ' l,ti"' DATED JUNE 17.2022 E SITE PLAN EXIST GATEEXIST.CHAIN LINK FENCE 2 l,r_lFole l /1w L�E�y. �'tl •] JOIST HANGERS: / tTFM MANII monpl RFMARKS JH-1 SIMPSON LRU282 � 2X6 RAFTER TAIL,TYP. " 2X6 RAFTER TAIL,TYP. 12' 12' \ NOTCH RAFTER& -� 2.25' NOTCH RAFTER& _ SISTER W/RAFTER TAIL / SISTER W/RAFTER TAIL 2.251 1 _2 2X12 P.T LEDGER— .— � —--•� FASCIA&GUTTER � I FASCIA&11 1 JH1 TY'lTO MATCH EXIST. GUTTER TO IN SIZE&COLOR + I MATCH I EXIST.INBEAMPER SIZE& DOUBLE ROOF RAFTERS STRUCTURAL I COLOR I ALUMINUM ROOF COLOR MEDIUM 8RON7E ON EACH SIDE OF BEAM PER SKYLIGHTS f�l I I SHIM AS REQ. - STRUCTURAL m > 6m1 } i SHIM AS REQ. a O a O ALIGN INTERIOR& NEW COMPOSITE 1X8 TREX `t� O `0 EXTERIOR FASCIA CEILING PLANKS I O 0 Q1 FASCIA IX TREX FASCIA/ F. I CUT AS REQ. I ' III a II Q 1 ALIGN INTERIOR& (� TREXBASE 5/�4 X6 BEAM a 0 a \ RAP EXTERIOR FASCIA / N 0 N LL COLUMN CAPITAL DETAIL I All 11 1 12x10P.T.@16'O.C. C \\ 8 1 1/2"=1'-0" / ROOF RAFTERS i� (3)2X8 P.T.DROPPED BEAM FRAME SKYLIGH S PER MNF.SPECS 33'-1' SEE PIER DETAIL — � BLUESTONE PAVERS-1 1/2' � 9 5/8' THICK FOR MORE PROPOSED REAR PATIO ROOF/FRAMING INFORMATION / 3/4'MORTAR SETTING BED \ ___ / 4'CONCRETE SLAB ON 1 J 1/4"=1'-0" EXIST,FENCE .•._a•. GRADE WITH 6x6!!10 NEW LIGHTS&FAN PER W.W.M.REINFORCEMENT I OWNER SELECTION-NEW SWITH CONNECTION NOTE: I EXIST.LANDING REVIEW WITH OWNER'S EXTERIOR OUTLETS IF DESIRED I 6'MIL POLYETHYLENE j __ ___ —————————————— J ( VAPOR BARRIER —,— —� r---- T��Dllr- —203.76'OORSItI----------- SEE SPECS FOR 1 6'COMPACTED BANK MODEL I I ( \ t •O 6X6 POS �1/2'� _ — \ RUN GRAVEL / I INFORMATION _ PROVIDE N J r+ 5 TYPICAL SLAB DETAIL W/STONE FINISH F.F= 03.03\ EXPANSION JOIN � 1 1/2 1 rr-a_i 1 c HOUSE r----i 175/8' 36' 6' L--�------------i I� I 1 I I WALL SEC-ION \ / Ii u3 a- ---- ----� 1'-11 1/2' 6'X8'CMU GROUTED& v \ REINFORCED COLUMNS TO ALIGN W a _ __ ,_ AZ.0 a v' 6'X8'CMU CUT OPOSSI E FACE \ °' :.!•. SECTION GROUTED& I SURFACE MOUNTED LIGHTS - REINFORCED r---- r----1 r----i n i I I I I PLYWOOD EXIST_DECK -�- I I I I I t FOR PANXEL FASTENING I 1 I I 1 I I I 1 t I t t I PLAN VIEW BASE 1/2'THICK TREX _ L----J L----J L----J FASCIA PANELS (NO WORK) z PROPOSED COVERED PORCH PROVIDE EXPANSION JOIN i. _-_- 5 1/2' 8' S 1/2' IF EXIST.SLAB IS TO REMAIN w --- TAP ,n — --- >c-- REVIEW W/CONTRACTOR > —_-- ----------------------------- "' e'-o' 1'-6' 8'-0' 1' 6' 8'-0' 1'-6' _ _ l7 NEW POST --- — -- N i I\\//I I\\// PO Box 442 OPENING — OPENING OPENING AND BASE ___ ,; ; , t UP -- i I I I//\\ , Purchase I New York 110577 914.204.6404 MODIFY EXIST_FLAG -°.�° — -------------------------- GRAVEL � --- I www.tylerap.com --- --- STONE COPING www.lylerap.com WALK - J ROOF SLOPE TO BE V.I.F.TO "— —'--" -+u= -•+�•-�+-+d-• •*• • ----- PLAN VIEW COLUMNS "='• 'd„w..w,...n..... .a.. _ 6X6 P.T POST WRAPPED „"""''`• "'"" 4' CONFIRM 6"CLEARANCE BELOW BROWNIN TREX EXIST.BAY WINDO':�@ 2ND FLOOR � � 1'-11 1/2' PERGOLA SYSTEM A2IT A2.J =_- — + AESTHETIC 2X6 TRUSS LIKE -"' Date Iem� 1 FRAMING @ BOTH SIDES —_ ^ STONE COPING NEW SKYLIGHTS.SEE SPECS FOR MORE INFO.- MORTAR SEINING BED 21'-6 1/2'EXIST.TO BE REPLACED 11'-7" NELl W AZEK FASCIA TO ADDITION MATCH EXIST,TYP. -- --- //// EMBEDED POST BASE Li PROPOSED FIRST FLOOR-REAR COVERED PORCH NEW GUTTER TO 1/� �u•'I "• :'•! 1/1'-0" MATCH EXIST,TYP. ® .• '• 6'X8'CMU GROUTED& � � \ NEW DOWNSPOU ;o �' I' `..' REINFORCED --- : O MATCH EXIST, *' - YP. 2 "r ` '' F': :- 1/2'CDX PLYWOOD Protect Ttum FOR PANEL FASTENING 1/2'THICK TREXRENOVATED GOlDSTON ELF RESIDENCE NEW FLASHING NEW COMPOSITE (.,' ,,r FASCIA PANELS RENOVAT RYE BROOK NY ED PORCN i� ME AL ROOF. CEILING PLANKS- NEW \ r— i COLOR TBD -,-,.COLOR MEDIUM ' . a+ •j', `ti•• ° k C OraaMp n� _— _— r — --- -- VRONZE NEW(2)6X6 I � COLUMNS AND BASE----__ a!s, -- — - I 1XIST� •�•�• _.I'•"-. PROPOSED FLOOR PLAN 8 _ -t p I I:'.• ` -.a_• ..��,.. ELEVATIONS NEW FASCIA 0 TREX PERGOLA SYSTEM I' - _`- -, MATCH EXIST,TYP. FOR COLUMNS,&BASE EXIST. CONTRACTOR TO �. :~ -8 /4.+•..' REINFORCED CONC. (. `•_ 1 l As Indicated I L�X NEW GUTTER TO - I . ''-`•'• ''XI t IST, MATCH EXIST,TYP. PROVIDE COLOR M •- PIER Scabs 33'-1'+/- 1 SAMPLE FOR SELECTION — _ g — I I I i 0 ..:';:• #4 REBAR @ 12'O.0 ---------------------- ------------------------------------------------ - - -- I I I I ' .�::.. Sl 0 10 20 30 •4 I 7 NEW TREX TRANSCEND RAILING— � —— w —— ,�•,'., I - ,•••���^�� TO MATCH COLD O OST L O ,� I, .!.• +� ,, _ ,1 4s�•..l "ll/ ILO E L——J p -L——J z i . 1 � .� un. s.au NA ROOF St OPE OBE J Q ti •" ;I-:•°• /J -nr-vrra.._. ;♦a 1 V.I.f. 0 CONFIRM 6• PROPOSED SIDE ELEVATION m W 3 •''1-io ii2 ' ,t;}: � :,;" t o 82 3/4 125 25 1 591/4' �� - CLEARANCE BELOW 114 -1'-0" N w 4 . ..� •�'! t � t'•. r;;� \ NN ;r.n, I Protect Mm EXIS.BAY WINDOW@ �z m �•..;.'al'-4in'. '+a�`I``�••�t '•�'%. f, 2I-19 2ND FLOOR 11 �O • S 3 r `-` t, :I' n u "1 NEW DOWNSPOUT TO :rk I ` 1� E 1 T, MA i CH EXIST,TYP. :�• �^, .] •• '' r-`' ' s•S� n..ckee e AL -- - I - •, ; •'•'•• • M�• T•• 8'-0' 0'-8' o • •TREX PERGOLA SYSTEM FOR ; 'I• °'`' .'r`., JT u COLUMNS&BASE.COLOR T °. _ OPENING • i MATCH EXIS.CONTRACTOR � - TO PROVIDE COLOR SAMPLEU111017- •~ - o.ewtn°NOS FOR SELECTION ••',--�,,=•:.•--:...- .i•' '•��D•`' ^.Y�....:,-` '�-- Fir•-- .� � �As 1'-101/2' 1 1 1 I I I T .° — Z"�'`";� �� A2.0 3 I I I I i I 7 .1 - 2'-b• �'�' ', UJ m1r-L--J-:, L--J L--J z 2'-6' _ SECTION VIEW - — LL 1 PROPOSED REAR FLEVATION PIER DETAIL LJ 1/4"=P_0" 1 1/2"=V-0" o' PROPOSED 12"X12' o PROPOSED 12'X12' /• ;Sao, Pe /` NDS CATCH BASIN NDS CATCH BASIN (Reto n nyswall Er RIM-204.3t -24 L.F.6'0 RIM=204.Ot / ` ' r - -20 L.F.6"0 HDPE � 74 L.F.8.0 HDPE INV.(IN)-200.1t HDPE(N-12) INV.(IN)=200.6t N-12 PIPE O 2.1% SUMP=198.1E 5 5°OCI'00"W (N-12)PIPE®2.1% ' 'vY L=20.L=1' j �2os_ ( ) PIPE®2.1 X SUMP 198.6t - { ' -'Oy Chap[ink Fence ± �.` ;c�. i't } Rtsr Link Fee�@ �_'.. 1' 1Q"CEDARti �` ]0'Tn�t`_ _ 8 TRCF. 2 t.29 2 Comet F nce 8 CEDAR `- ��'----- _ 12"CtDARir,�r -204- / - _ --- G`�\ Wesf 1.06' u ` ♦ \� i 2"TtM�'�EDAR -210-Corner Fence-� jco 10"TREE , I nr♦, 2V¢` North 3.00' APPROXIMATE LIMITS 10"TRIPLEIvIAPLE OF DISTURBANCE Z V� 204.70 .L04 1 fi ` ♦ SEWER MANHOLE w,„� a. i -� .-+ U6 .�7 ] (3,858 S.F.) Cf c /r \ RIM=203.oa! �O'� o" -'"' - }205. 4 0. INV=194.78 / J� i-204• ---�� r U 4.,4 M LEGEND ` INV. �'Qr �\Dropu Flagstone Walk 1198.43 4> >>->> >}" PROPOSED 12"X12" `-- `�- CATCHBASIN �1'//Y 2��3 t F NDS CATCH BAS N PROPERTY LINE / r ,` 0 �1��-EIec.Me.er� HIV.NO3.3* ' RIM=202.43 ♦ GUcv p3• �. Gale 1.7%SLOPE. Ot PROPOSED GRAVEL INV.A=198.43 . 5;on 'y°f Stone wal.: + SUMP 199.Ot WALKWAY INV.B=198.23 \ -w nirafr y ' 0J 35 ` � '03 __--- 94 ?^ - 204'7� TP PROPOSED SITE LOCATION n; 201 nOn...III L � -' CONTOUR Asphalt Drive Garage �„ ,20c.4r, f 206.72 f� PROPOSED ROT +203.6 �, p ( Under PROPOSED 24 o v � �`�^ , CURTAIN GRAIN AT / o Concrete- 'IVE o\ j Q�!' �� I 203.46 1.Ox PROPOSED � 10"CEDAR ',3 PROPOSED INTHROP O �C; \ Apron i ROOF OVER v \ 34 LF.6'0 \ , \ 1 V•tr rLR - PATIO \ \ HDPE(N 12) Cate \ `' i PROPOSED AREA - \ Ox Lot o 1 PIPE®1.0% STORM PIPEbl 6 1 / \ TRIBUTARY TO r ; \ V 2G - _2 _ PROPOSED DRAIN �202'/j\ \ Drop Curb STORMWATER SYSTEM + �, ( Filed mop Lot 49 `� 20F'.0 INLET ^•0?.5i 203.r5,_ - 568SFt II >` V� �\ F.M.#112710 d 03 202.14 __ _- �_ _- - ( PROPOSED 12'X12" / 20 _ -- - I 135.42 1.33 O �C_---- - --S►one Curb \ Stone Cv+b -Frdmo Overhang ?� Arev=18.988..sn9 S.F. NDS CATCH BASIN TEMPORARY INLET r 1 IP LOCATION MAP D S Now or Formerly `4/ \ • -c V =0.436 RIM-202.9t PROTECTION UTILIZE EXISTING ASPHALT \ I �( �. ( ) f Villoye of Rye Brook L rJ SCALE 1'm250' \ ,p-o_P I 1 204.5" INV.IN=201 4t / <'p� DRIVEWAY AS STABILIZED \ vi r v A <' 202.54 \ 1r1.3.7fi } / �� SUMPm199.4t Fileo Map Lot 4S TEMPORARY SILT � CONSTRUCTION ENTRANCE f -X�-X- GENERAL NOTES: DURING CONSTRUCTION.THE DOOR 51, ' •�' \ F_e+N. 1271p FENCE PAVED STREET ADJACENT TO ~\ '�-� ,� 203.68 1 Story o V \ 3C ALL TREES WITHIN AND IMMEDIATELY rp THE SITE ENTRANCE SHALL \ DOOP.SILL. NJj d1 TEMPORARY O 1. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SUPERVISION OF THE � FrQme&Brick \ ADJACENT TO THE OMITS OF WORK THAT BE SWEPT DAILY TO REMOVE Paving Stone Walk J Residence + , \ ARE NOT BEING REMOVED SHALL BE CONSTRUCTION FENCE CONSTRUCTION. EXCESS MUD,DIRT,OR ROCK \ �� SS PROTECTED DURING THE EXTENT OF 2. NO CHANGES SHALL BE MADE TO THESE PLANS EXCEPT AS PER NYS LAW CHAPTER 201.34 O?J TRACKED FROM THE SITE 202.03 \ - y5 I 202.9 � ACCESS , CONSTRUCTION ACTIVITIES.ANY GRADING ` 987• 201.23 ?v? IF _ 1 PORT WITHIN DRIP LINE SHALL BE HAND / \ 3. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE CODES,INCLUDING BUT ` GRADED TO PREVENT DAMAGE(TYP.) TEMPORARY SOIL 1 NOT LIMITED TO All AISC,ZONING,AND THE NEW YORK STATE BUILDING CODE. / \ \ CONNECT PROPOSED ROOF ° ` `` STOCKPILE AREA O 4. ALL CONDITIONS,LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED AND THE 202.48 G�` LEADERS TO PROPOSED Wood a \ Uv ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES. STORMWATER SYSTEM W/6"0 207.89 Steps \ \ n�Aar �+� 5. ALL CHANGES MADE TO THE PLANS SHALL BE APPROVED BY THE ENGINEER AND ANY HDPE N-12 ®1.OX MIN. DOOR SILL' \ O 1 \ SUCH CHANGES SHALL BE FILED AS AMENDMENTS TO THE ORIGINAL BUILDING PERMIT. i ( ) Railroad lies \N, \� 9 INSTALL TEMPORARY TP-1 6. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND �x -1 CONSTRUCTION FENCE TO TEST PIT ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, O'/ C"' \ \ �♦ 4% I PROTECT AREAS OF PROPOSED LOCATION METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL p �Jb"TREE \ \ I Boy NrndI � ♦A, / PORTIONS OF THE WORK UNDER THE CONTRACT. ti/Jo !p \ • ! ♦` �x \ �, \ INFILTRATION SYSTEMS FROM 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND 20 7.6.3 \ ?.02.1 1 K`ood Deck 4% �X UNNECESSARY COMPACTION(TYP.) PROPOSED LIMIT � � �J OMISSIONS OF HIS EMPLOYEES,SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, �X O OF DISTURBANCE AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTACT WITH THE 40 �x SF 203.9+ CONTRACTOR. � , PROPOSED TWO(2)CULTEC FLOW DIRECTION Y>- 8. SAFETY DURING CONSTRUCTION SHALL BE THE RERONSIBIUTY OF THE CONTRACTOR AND '201.fi2 ,�/--202- ,202.31 �.ri �x ♦X RECHARGER 330XLHD STORM Y SHALL CONFORM TO ALL LOCAL,STATE AND FEDERAL AGENCIES IN EFFECT DURING THE Gas Brick \\ 'Y 1\ S WATER CHAMBERS SURROUNDED PERIOD OF CONSTRUCTION. meter Chimney _RR Tie Wolf \ Play ®M♦'0 , c W/12'CRUSHED STONE ON ALL PROPOSED TREE 9. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL MAKE APPLICATION TO RECEIVE ALL 201 i7 _ __FQ4 201 78 \ r'te0 , ok SIDES AND AT THE INVERT PROTECTION 0O NECESSARY PERMITS TO PERFORM THE WORK UNDER CONTRACT. THE CONTRACTOR AND \ \ U INV.IN-199.5t HIS SUBCONTRACTORS SHALL BE LICENSED TO DO ALL WORK AS REQUIRED BY THE :�UU.28 ` I (�l J 202.58 � ) ) LOCAL,COUNTY,AND STATE AGENCIES WHICH MAY HAVE JURISDICTION OVER THOSE LAC -201.25 \ INV.UNIT=199.St INV.(GRAVEL)=198.5t TRADES.AND SHALL PRESENT THE OWNER WITH COPIES OF ALL LICENSES AND GenerZ1_201-tQ) \\ \ INSURANCE CERTIFICATES. PROPOSED 12"X12" 10.FINAL GRADING AROUND THE BUILDING AREA SHALL SLOPE AWAY FROM THE STRUCTURE. m u Gotc \ ` �r u TNDS CATCH BASIN \ INSTALL TEMPORARY SILT 11.ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECDENCE OVER ANY 201_70* RIM=203 St \ FENCE DOWN SLOPE OF ALL SCALD DIMENSIONS. v 900.60 _ INV.(IN)=202.0f DISTURBED AREAS(TYP.) CONTRACTOR SHALL CONTACT DESIGN ENGINEER TO 12.ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING \ SUMP=200.0f o CONSTRUCTION,REMODELING AND DEMOLITION WORK. PROTECTION MUST BE PROVIDED °c+ \ 2U2.47•� SCHEDULE A SITE INSPECTION PRIOR TO BACKFILLING FOR FOOTINGS,FOUNDATIONS,PARTY WALLS,CHIMNEYS,SKYLIGHTS AND ROOFS. INFILTRATION/ATTENUATION SYSTEM(S). ALL PROVISIONS SHALL BE MADE TO CONTROL WATER RUNOFF AND EROSION DURING 6"M.gPL a `'o� `�> CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE CONSTRUCTION OR DEMOUTION ACTIVITIES. THE PERSON MAKING OR CAUSING AN r- �! EXCAVATION TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO THE OWNERS OF L2,10.45 Chain link Fence\ 201. 9t1 7F !\ / ,a'. r WITH MANUFACTURERS SPECIFICATIONS AND VISIBLE ADJOINING BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE MADE AND THAT 200.50 -1, ----, \ Chan Link Fence =_ __ __. � __,..�._-.._-_-,__ __ AT TIME OF INSPECTION. SHOULD THE CONTRACTOR THE ADJOINING BUILDING SHOULD BE PROTECTED. SAID NOTIFICATION SHALL BE lockade Fence BACKFILL PRIOR TO INSPECTION, THE CONTRACTOR DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE SCHEDULED STARTING DATE OF THE t J SILT FENCE SHALL EXPOSE THE SYSTEM AT THEIR OWN EXPENSE. EXCAVATION. Corner Chain Link Fence FENCING AND ARMORING M C R I N G 13.OWNER SHALL INSURE THAT THE INSURANCE PROVIDED BY THE CONTRACTOR HIRED TO East 0.22' L End Stockade Fence PERFORM THE WORK SHALL BE ENDORSED TO NAME HUDSON ENGINEERING& en Line POSTS CONSULTING,P.C.,AND ANY DIRECTORS,OFFICERS,EMPLOYEES,SUBSIDIARIES,AND AFFILIATES,AS ADDITIONAL INSURED ON ALL POLICIES AND HOLD HARMLESS DOCUMENTS, 4" TOPSOIL SFCIKW B AND SHALL STIPULATE THAT THIS INSURANCE IS PRIMARY,AND THAT ANY OTHER 2"DEPRESSION INSURANCE OR SELF-INSURANCE MAINTAINED BY HUDSON ENGINEERING&CONSULTING, (MIN.) SUPPORT NET P.C.,SHALL BE EXCESS ONLY AND SHALL NOT BE CAVED UPON TO CONTRIBUTE WITH ____, _ STONE & BLOCK DROP THIS INSURANCE. ISO ADDITIONAL INSURED ENDORSEMENT FORM NUMBER CG2010 1185 NDS 12•X 12'POLYOLEFIN I I I I II 1 11- -I I I-111- POST FILTER FABRIC SE0011A I I INLET PROTECTION UNDER GL. COPIES OF THE INSURANCE POUCIES SHALL BE SUBMITTED TO HUDSON • I- I I- ENGINEERING&CONSULTING,P.C.,FOR APPROVAL PRIOR TO THE SIGNING OF THE GRAZE W/U.V.INHIBITORS III � � � 4 IF TOP VIEW I DEWA E yG CONTRACT. -r-FLOW .-� CONCRETE BLOCK 14.INDUSTRIAL CODE RULE 753: THE CONTRACTOR SHALL NOTIFY ALL UTILITY NDS 6'RISER IF REQUIRED -III- _ GEOTEXTILE COMPANIES 72 HOURS PRIOR TO THE START OF HIS OPERATIONS AND SHALL COMPLY SLOPE TO DRAIN SLOPE TO DRAIN I I FILTER FABRIC BACKFILL B A I WITH ALL THE LATEST INDUSTRIAL CODE RULE 753 REGULATIONS. �. NE (ON ALL SIDES) cou I I DIaP` INSTALLATION & MAINTENANCE EROSION CONTROL: /• BACKFILL WITH COMPACTED SOIL 2:1 SLOPE GRAVEL FILTER CONSTRUCTION SCHEDULE (A " I I STOW&BLOCK PLM VIEW NOTIFY APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 5 DAYS NDS 12'SQUARE CATCH BASIN - 3/4 TO 1-1/2-WASHED B ( I SNOW PRIOR TO START. OR APPROVED EQUAL % -I I 4 GRAVEL OR CRUSHED STONE zcwv SECTIQII A FENCE EROSION CONTROL MEASURES >/ I_ NATIVE SOIL TEMPORARY WIRE INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. NDS UNIVERSAL OUTLET SEDIMENT POOL SCREEN DEWATERING CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING 6"PERFORATED HDPE TOE-IN METHOD JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. NDS UNIVERSAL OUTLET _(N-12)PIPE 2 MIN. io INSPECTION BY MUNICIPAUTY # MAINTENANCE(TO BE PERFORMED DURING ALL PHASES OF CONSTRUCTION) R JOINING SECTIONS OF FENCING CORD FENCE _ BOARD FENS DROP INLET AFTER ANY RAIN CAUSING RUNOFF,CONTRACTOR TO INSPECT HAYBALES,ETC.AND \ / INSTALLATION NOTES: CORRECT METHODS OF TREE FENCING 2' WITH GATE REMOVE ANY EXCESSIVE SEDIMENT AND INSPECT STOCKPILES AND CORRECT ANY bfh� PROBLEMS WITH SEED ESTABUSHMENT. 1.EXCAVATE A 4 INCH°4 INCH TRENCH ALONG THE LOWER PERIMETER OF THE SITE SEDIMENT INSPECTIONS SHALL BE DOCUMENTED IN WRITING AND SUBMITTED TO THE INVERT ELEVATION 2.UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION. (DOWNSTREAM)WALL OF THE TRENCH(NET SIDE AWAY FROM DIRECTION OF FLOW) TEMPORARY STONE&BLOCK DETAIL -1 1 I_ 1 I- 3,DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES SEDIMENT POOL 6" I FROM THE TRENCH BOTTOM. 3:1 SLOPE WIRE INSPECTION BY MUNICIPALITY-FINAL GRADING \ 4.LAY THE TOE-IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, 1;MIN. 2:1 SLOPE SCREEN REMOVE UNNEEDED SUBGRADE FROM SITE. BACKFILL THE TRENCH AND TAMP THE SOIL STEEPER SLOPES REQUIRE AN INTERCEPT 2 MAX. 1' CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING 24' TRENCH.SECTIONS AS SHOWN ABOVE. FINE GRAVEL FACE \ 8"OF CRUSHED JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. AND COMPACTED STONE CULTEC N0.410 NON WOVE (1'MIN.THICKNESS) INSPECTION BY MUNICIPALITY-LANDSCAPING CURTAIN DRAIN STONE.TOP,SIDES,AND.BOTTOM. 3•STONE �-�� "DOUGHNUT'DETAIL SPREAD TOPSOIL EVENLY OVER AREAS TO BE SEEDED. HAND RAKE LEVEL. BRORECHARGER 330XLHD HVLV FC-24 FEED CONNECTOR WHERE SPECIFIED CONSTRUCTION SPECIFICATION AREA TO BECAST ISEEO D.B APPAG LY STRAW MULC JONATHAN H EAND FWATER WITHIN 2 DAYS ASTGROW"MIX OR EQUAL OVER HEAVY DUTY CHAMBER NATURALLY COMPACTED CORRECT TRUNK ARMORING COMPLETION OF TOPSOIUNG. CALL FOR INSPECTION FROM THE APPROPRIATE FILL 1-2 INCH(25-51 mm]DIA.WASHED, 1.LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. 12.0'[3.66 m] FINISHED GRADE CRUSHED STONE MALL FOUNDATION PLACED AGAINST INLET FOR SUPPORES MINIMUM BELOW REST OF INLET AND BLOCKS INSPECTION BY MUNICIPALITY-FINAL LANDSCAPING NDS SQUARE CATCH BASIN MAX.BURIAL DEPTH 6.0"(152 mm]MIN. 2.HARDWARECLOTH OR 1/2'WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS TO SUPPORT STONE. GRASS ESTABLISHED. FINISHED GRADE TRIANGULAR BOARD FENCE 3.USE CLEAN STONE OR GRAVEL 1/2-3�4 INCH IN DIAMETER PLACED 2 INCHES BELOW CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING 12' O.D. 12° 6.0'(152 mm]MIN. TOP OF BLOCK ON A 2:1 SLOPE OR FLATTER. JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. 6'SC I.40 PVC OR SEE PAVED SURFACE NATURALLY COMPACTED FILL SOR 35 PVC PIPE INSTALLATION DETAIL FOR 4•FOR STONE STRUCTURES ONLY,A 1 FOOT THICK LAYER R THE FILTER STONE WILL INSPECTION BY MUNICIPALITY-FINAL INSPECTION R SER INSTALLATION IN TRAFFIC AREAS. BE PLACED AGAINST THE 3 INCH STONE AS SHOWN ON THE DRAWINGS. I-IIII--I I I I I III ``' � MAXIMUM DRAINAGE AREA 1 ACRE. ALL EROSION CONTROL MEASURES REMOVED AND GRASS ESTABUSHED. j 30.5"[775 mm] ;+>.r. + CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING 6 SDR-35/SC H.40 JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. III _ a '� PVC ENDCAP TEST HOLE DATA: REFER TO RECOMMENDED ` � v. "•:��:•«• ` `�`' �'"\"~'+' CLEAN OUT ADAPTER PROJECT- MIN. REQU REQUIREMENTS r �' ��`:; `� `°'� W/SCREW-IN CAP # $ F NE COMPACTED SELECT GRANULAR 12.0"(305 mm]MIN. u (SEE NOTE 1) TEST HOl£ 1 Z -I MATERIAL BACKFIL.LEO IN 9"LIFTS � DEPTH ;�TOPSOIL o� PROPOSED PATIO 6•INTERNAL COUPLING 12-36•CLAY 5 BERKLEY DRIVE ? GROUNDWATER 0 COMPACT "SIL LOAM z VILLAGE OF RYE BROOK Q 12.0' 58.0"(1473 mm]MIN. 52.0•[1321 mm]-� CXILTEC NO.410 NON-WOVEN NO LEDGE ROCK to 0 n to (305 mm]MIN. (ENTER TO(ENTER GEOTEXTILE AROUND STONE. ° ° ° ° ° ° PERC. -2 INCHES/HOUR WESTCHESTER COUNTY - NEW YORK 6 12+1/2 DIA.COMPACTED CULTEC NO.66 WOVEN GEOTEXTILE(FOR SCOUR TOP AND SIDES MANDATORY, O SELECT GRANULAR MATERIAL PROTECTION)TO BE PLACED BENEATH INTERNAL BOTTOM PER ENGINEER'S ° -Ed 4 .8pb"� i MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET DESIGN PREFERENCE O>tiP PIPES PROVID DI BY T CAMERRITTS VEINED HEREON STORM WATER MANAGEMENT PLAN III- GENERAL NOTES 1-2 IN.DIA.WASHED, rr>w Date: 2 28 23 seat _ RECHARGER 330XL HID BY CULTEC,INC.OF BROOKFIELD.CT. ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED CRUSHED STONE SURVEYORS DATED JUNE 17 2022 0 Z HUDSON I I STORAGE PROVIDED=11.32 CF 1.05 m'm PER DESIGN WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE o z Seine: 1 -10 1 _ �[ / ] LENGTH OF THE CHAMBER. SURROUNDING CHAMBER TYPICAL CULTEC CHAMBER z W Designed D.Y. 1 _ UNIT. AND INSPECTION PORT GRAPHIC SCALE-1 I I-III REFER TO CULTEC,INC.'S CURRENT RECOMMENDED INSTALLATION ALL ACCORDANCE WITH 33ALL HD CHAMBERS MUST BE INSTALLED E ASSEMBLY FROM Z r checked B. M.S. GUIDELINES. ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE AND FEDERAL BOTTOM TO FINAL ELEVATION INSPECTION PORT 10 0 5 10 20 40 5 S) E"G I IV E E R I I G Sheet No. REGULATIONS a O t3 THE CHAMBER WALL BE DESIGNED TO WITHSTAND TRAFFIC LOADS (THIS CHAMBER ONLY) INSTALLATION DETAIL N_ CONSULTING, P.C. TRENCH BEDDING WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED ,� II ANY ALTERATIONS OR REVISIONS OF THESE PLANS,UNLESS DONE BY OR INSTALLATION INSTRUCTIONS r 1 THAT PREPARED THEM,OF A MONYS AA11ONROF TDHE NYS EDUCATION LAW. CULTEC RECHARGER 330XLHD CULTEC INSPECTION PORT �IN��) v f inch=lOft. 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