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Home My WebLink AboutBP22-250PERMIT *62r ��- �`DATE: 4O SECTION A)9,* lPO BLOCK TYPE OF WO JOB LOCATIC FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS SPRINKLER ELECTRIC LOW -VOLT ALARM 0 AS BUILT [� FINAL i. FEE DATE INSPECTION RECORD DATE INSP OTHER A.PPROVALS ARB u uS7� Z a O�c3 tZB HER 98 0 �/i;sch �i ce �u fQ /13 bFSi9� 11 C �P�Io g,uce �/iisch �yS�3o1{-8b�a Au 0 J\m SIN 17a fVtxrl l�rt,bu.l-p�� :?!BdIILTIFINAL SURVEY REi10.�IRED PRIOR TO FINAL INSPECTION �0�3P: > i� ,SRC;; VILLAGE b"YE BROOK WESTCHTSTroR COUNTY, NEw YORK NO: 23-183 Certifiro.te of ®crupaucp This is to certify that of, L k —, having duly filed an application on em be-f- � 20 c, 3 requesting a Certificate of Occupancy for the premises known as, Iqle�x / )eRye Brook,NY, located in a Zoning District and shown on the most current Tax Map as Section: / �. / Block: / Lot: 16 , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No l o , issued / 20 c>?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: -ra M J,l Construction: , for the following purposes: 11) U 6 / f �v e 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 a ex facilities shall be made,and no enlargement, whether by extending on any side or by increasing in t shal a e, 6 all the building be moved from one location to another until a permit to accomplish such change as b tained Building Inspector. Building Inspector,Village of Rye Brook: Date: NOY 2 2 2023 Du ! ��33R��``�� For office use onl BUILD d'&RRTMENT PERMIT# -015 VILLAGE OF RYE BROOK ISSUED�/dl-cep—r�3 NOV - 2 2023 938 KING STRE9T,RYE BROOK,NEW YORK 10573 DATE: a3 (914)939-0668 FEE: VILLAGE OF RYE BROOK wveyv,rvebret)k.erg 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 r►►►►►►rr►rr►►►►►•rrrr►r►►••rrrarr►►►►►►•rrr►►►►►►►*rrrr►►p►►►►•rrrrp►►►►•rr•rrrrrrrrrrsrrrrrrrrr•►r►►►►►►rrrrrp►e►►►rrrr_ Address: I I r1 �� t " � ► �� U� L�� U J�� Occupancy/Use: Parcel ID#: 019, &0 — Zone: Owner: U� NAr ' Address: P.E./R.A. or Contractor:k-��'-��1/h ' � Address: Person in responsible charge: 1n_ ,1 , p g �`L4�-P ��V� 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: II� ��,V elg—duly swom,deposes and says that he/she resides at ,(print Namaof Applicant) (No.and Str et) ` in ►��V k— ,in the County of 1 ��G�' � � in the State of I� ,that Cityrrownl Village) �T 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:$ for the construction or alteration of C , t �D LI &D G . 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 , 20 day of , 20 S k/2 Av)�a -of r� er Signature of Applicant �v1UL Print Name of Property Print Name of Applicant L�I Notary Public Notary Public GREGORY K RNERA silzao2l Notary Public,State of Now York No.01PA"13N QuaHfied in Westchester County n Commission Expires September 26,20c�I QyE BRC��. cu � 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. � I N 4 PERMIT# ISSUED: SECT: ` �`�� BLOCK: LOT: LOCATION: �'��- tiJ`" \ OCCUPANCY: - ` ❑ 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 FINAL OTHER BRC�� o im • 1982- BUILDING DEPARTMENT ❑BUILDING INSPECTOR A 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 : T� K � J i ' DATE: / (•� /�`'' PERMIT# ISSUED: 'f ' SECT: 6 J � � �LOCK:�LOT. LOCATION: 1 I ` w r� 1 � 1 W OCCUPANCY' J/ 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 j ❑ Natural Gas , S v l> �� j ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER t ` ❑ FINAL PLUMBING ❑ CROSS CONNECTION _ ❑ FINAL ❑ OTHER , f, BRA°k 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 17 Address: �w Date: r Name: ` Location: 04 Permit#: Phone`:! Email: Work being Inspected: Work Inspected is: 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 Pass 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 Note � n � Diagram: Signature Y 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:j / Date: Name : Location: � � y'� Permit#: G �'y Phone: rl Email: Work being Inspected: � � /`G Work Inspected is: Accepte Rejected Re-Inspection Required -sty Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass 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: Diagram: /1 Signature'W.1 N rA a0-4 o � � 0-4 W-4 a N A y N p ~ F+y O N z a V F � a,00 u O ZLO x W "' oAoaowa A ^ W ^ Z ° Wok° 0. 5 O = r °o O U` A n _ � x ;„� Cn n p� �„� M � E,y o o � N OR O 4-4 � 00C**4\ 64). Sr co F w o o 000 , A v0 vz v Bi WP O Pa w i Q G- 0 cM 00 W W 5 t" -0 D. y cli ca �.� N W cr I 'N w (� 1"1 Z � 1-4 `J '� �y OHO 00 CIL o LO 6 o O a U vFi � 'r O j O Z a w as` a o W z CA 14 aaW o V o V � a p V Vt z _ BUILQRYEBR ENT D E C E U V VTLOK f UL 2 ZOZZ 938 KING NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: r Approval Date: DEC 1 2 2 P mit# `/ Application # (J Approval Signature: : ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: /? BOT Approval Date: Case# : Chairman: PB Approval Date: Case# : Secretary: ZBA Approval Date: Case# : Other: : Application Fee: - ermit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: 7 Z is hereby made to the Building Inspector ofthe 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: 14 WHIPPOORWILL ROAD 2. ParcelID#: 129.60-1-18 Zone: R-15 3. .Proposed Improvement(Describe in detail): PROPOSED IN-GROUND FIBERGLASS POOL WITH STONE COPING AND SAFETY FENCE AROUND LEFR,RIGHT AND REAR LOT LINES. 4. Property Owner: SCOTT MARTEL Address: 14 WHIPPOORWILL RO RYE BROOK NY 10573 Phone# 516-902-9202 Cell# 9/ 7-816- 7 757 e-mail List All Other Properties Owned in Rye Brook: Applicant:THOMAS HAYNES Address: 287 BOWMAN AVE.,SUITE 208,PURCHASE NY 10577 Phone# Cell# e-mail TJ@HAYNESDESIGNGROUP.COM Architect: THOMAS HAYNES Address: 287 BOWMAN AVE. SUITE 208 PURCHASE NY 10577 Phone# 914-963-3838 Cell# e-mail TJ@HAYNESDESIGNGROUP.COM Engineer: Address: Phone# C'.ell # e-mail / _ / / f4 %G Uf' 41�JCT �C' �� `'�a'M�Ssn General Contractor u� shy.-AS vd1 Z 1Jy /0994 Address. �/1_ a �,/C, 1 Phone 4 9"515—Q 3 C3 79 / Cell# e-mail Ill 8/12/2021 5. Occupancy;(1-Fain.,2-Fam.,Commercial.,etc...)Pre-construction: RES ]-FAM Post-construction: SLS 1-FAM 6. Area of lot: Square feet: 15728.64 Acres: 0.36 7. Dimensions from proposed building or structure to lot lines: front yard: N/A rear yard: 28,0' right side yard: 53.58' left side yard: 18.0' other: 8. If building is located on a corner lot,which street does it front on: N/A 9. Area of proposed building in square feet: Basement: N/A I'fl: 2nd fl: 3'd fl: 10. Total Square Footage of the proposed new construction: 800 S .FT. 11. For additions,total square footage added:Basement: N/A I,fl: 2'fl: 3'fl: 12. Total Square Footage of the proposed renovation to the existing structure: N/A 13. N.Y.State Construction Classification: N/A N.Y.State Use Classification: N/A 14. Number of stories: N/A Overall Height: Median Height: 15. Basement to be full,or partial: N/A finished or unfinished: 16. What material is the exterior finish: FIBERGLASS AND STONE COPING 17. Roof style;peaked,hip,mansard,shed,etc: Roofing material: 18. What system of heating: N/A 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will 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 (ifyes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets ofdetailed 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 Stormwater 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: (ifyes,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:�^ (ifyes,the area of wetland and the wetland buffer 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 (ifyes, 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 (ifyes,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 If: TIER III: (ifyes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: SIDE YARD VARIANCE(ZBA79-91 ) 29. What is the total estimated cost of construction: $ 50,000 Note:The estimated cost shall include all site improvements, labor,material,scaffolding,fixed equipment,professional fees, including any material and labor which may be donated gratis. ff the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the C/O. 30. Estimated date of completion: 09/20/22 (2) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 14 WHIPPOORWILL RD.Section: 129.60 Block:01 Lot: 18 Zone: R-15 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 (sq.ft.) For Base Lot For Lot Area YARD(%) 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: 15728.64 s .ft. Existing Allowed Proposed Total impervious coverage = 3,558 S .ft. 5489.18 S . ft. 4,350 S .ft. Front impervious coverage = NIA % N/A oho NIA I attest to the b 44 knowledge and belief,the above information is correct. PED A. W�\�O�,,ps E. C' ArI;; y04 (4) 8/I M021 BUILD114b bkRTMENT FJUL2 l IE VIL E OF RY OOK 938 KING ET RYE BR . ,NY 10573 022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 - 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: 3, SCOTT MARTEL ,residing at, 14 WHIPPOORWILL ROAD (Print name) (Address where\, L� 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; 14 WHIPPOORWILL ROAD, RYE BROOK,NY 10573 , Rye Brook,NY. (.lob 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. ,Si oi'PropertyOwn r(s)) SCOTT MARTEL (Print Name of Property()w ner(s)) Sworn to before me this day of 20A, (Notary Public) SHARI MELILLO Notary Public,State of New York No,Oi.ME6160063 Qualified In Westchester County (6) Commission Expires January 21,202I 8/12/2021 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: THOMAS HAYNES , 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 APPLICAT/ARCHITECT 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 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. 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. 4 &-,- Sworn to before me this 1 Sworn to before me this day of 20 qay ��t , 20 Sign of Property O r pplicant SCOTT MARTEL HAYNES Print Name of Property Owner Print Name of Applicant Notary Public IN rS ublic SHARI MEULLO JULIE MCKEON Notary Public,State of New York No.0iME6160063 NOTARY PUBLIC-STATE OF NEW PORK Quailfied In Westchester county No. O1 MC6127132 Commisslon Expires January 29,2027, Guallfled in Westchester County My Commisslon Expires May 23,Z0;-75 (8) 8/12/2021 O O N N W O u �J F z u� F IT CIO 00 zo � N W Ln r _ a w o c! � ° F-1 x Os' ►, O w Z c° Z can ,.., Lna a o O Az r l2e A f ° y N w J ` c z o a x d oc � C g y3 o w z r+ z w �I a p w = � jD1 yE BRnv�' BUIL E MENT MAR 21 2023 VIL E OF RYE OK 938 KIN ET RYE B ,NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT W or ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: �Q — CD 6C) EP#: C:)3— 0 6(C Approval Date: 2 1 202) Permit Fee:$ f Approval Signature: Other: Application dated, 3 ai' 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.I.Address: I t} a l pP oba w i u- &A-0 SBL: /Q 9'6 0—)—) C? Zone: 2.Property Owner: 1M A r TI=3— Address:1-t WN 1 PP00!l W:l.ti 20,10i-Q Phone#:ji 1 - 7S"I Cell#: email: 3.Master Electrician/Licensed Installer: *L"0IPAC- i✓2�X1U C:��TM1't1�5 6e' df&es JOD A C X y 10 KA+4oP-4 - " 10,-1 (I Lic.#: C-3 q 7 Phone#:NS- +9, 9Q 90 Cell#: 914-4-{r, -- y 1140email: rMgLUV6,ceaec tyre e- 0 Vef2A W�j-r�T Company Name: Mjk+,0AE- J(jsz�e- Address:l?o&x q 10 MA t,4U p.^c t I04-?4 f 4.Proposed Electrical Work/Fixture Count: W i R-t fJ& (VM_ If✓6-aC;*J0 1�G�i► 5.31 Party Electrical Inspection Agency: !Q5 STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: ,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 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 ' day of ,20 day of ,20� Signature of Property Owner gnature Applic nt �r�,zr�s C2��►�.� Print Name of Property Owner Name of Applicant Notary Public Notary Public SHARI MEULLO Votary Public,State of New York No.01ME6160063 3/3/2023 Qualified In Westchester County Commission Expires January 29,20Z� STATEWIDE • Service With havL:rity 0:0 SWIS JOBAPPLICATION0. Office Use Elect.Permit# Date 03), Bldg Pgrqt^ Utility ID# a a- �So Final Certificate# City/Village ZUG BI?00 K Zip j (� ; Township County wE T Address I u w {H 11' oCf?-WIL,L (�_,DA 6 Cross Street Section Block Lot Owner Name/ �gss(If different than above) Contact Number _ r a 1-1 - c3 Li ❑Basement ❑ 1st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic PQutside 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 I 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information W f R ►N G Fo(L G AoU N-jZ> `- r5,L51"LF s 5 �- - ZOA 2-SA O V -pu m P I*A cI"7L- (E;�L. 1 a C A" (oa M 4,2L —R O L L_4 &FE T.5 IF Hit MAR 2 1 2U -23 D VILLAGE C� RYE BROOK BUIL_DING 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 arty 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 outer Inspection company.The appikaM,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name A(-*o VA�: 4�.c-T-9<<_ Date o 3 LX 2 3 Signature— ' r& Address City/ Zip Code Fo box Cl o A H v P^L r} License# - Phone# "'a LA S- (o ZIi,- )L-,g-7 D StDate Wide Inspection Services R 1080 Main Street APR � � 2�23 Fishkill, NY 12524 845 202-7224 Phone VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTION SERVICES Email: office COm BUILDING DEPARTMENT y Website: www.swisny.com Service With hitegrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Mahopac Electric Corp Scott& Laura Martel PO Box 910 14 Whippoorwill Road Mahopac, NY 10541 Rye Brook, NY 10573 Located at: 14 Whippoorwill Road, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP-23-066 129.60 � 18 Certificate Number: 2023-2514 Building Permit Number: BP 22-250 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: 14 Whippoorwill Road, Rye Brook, NY 10573 The Inground Fiberglass Pool 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 11th day of April 2023. Name Quantity Rating Circuit Type Pump 01 20AMP 240V Electric Heaper 01 50AMP 240V Transformer for Lights 01 A visual inspection was performed on the Inground Fiber Glass Pool on April 11`h, 2023 and conforms to NFPA 70-2017 NEC to date. Grounding and bonding to current codes. Neil � .� 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 tivork performed on the date of inspection only. O 2m �7 c BR 1932'� 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 Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : "� �\ 1 I DATE: 1b / 2 PERMIT# ISSUED: ( � CJZ LOCK: LOT: LOCATION: S.W k -�� 010 1 OCCUPANCY: J J/ � Violation /13 Noted THE WORK IS... [I PASSED FAILED /REINSPECTION SITE INSPECTION REQUIRED FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ` 9w� 1` �_ ^ � �s-Q ❑ Natural Gas J � J ❑ L.P. Gas ` ❑ FUEL TANK ` 1 ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTIO ❑ FINAL ❑ OTHER S ad •• F O d 3 3 ; uj in v e c o " o0 < u x > � . 0 Cr � •3 m F+M � O d Lud 6. i U. fir / r.i r 3 d mCl O ccr, J u m i Q , p Li Q Y~ •7 � � a Z � p �� Z L ^ oN' a c ' 4aa> Lj LL eo O o ayi °' Cl) w L i y G=, c — = W W O � ' .a C6 V F— Am ; � � z z y cn 6b A F .� 1. o r.a ~ a 0of W z W `J c Q, E m .. d0 a Qr C o v O A N d -Cj W d AMe = C 0 Z �� Haynes Architecture P -C 287 Bowman Avenue, Suite 208 Purchase NY 10577 t: 914.963.3838 e: info@haynesdesigngroup.com website:www.haynesdesigngroup.com November 9, 2023 Attn: Steven Fews COPY Building and Fire Inspector FILE Rye Brook, New York Re: Proposed in-ground pool at: D Eck 14 Whippoorwill Road Rye Brook, New York NOV - 9 2023 3D VILLAGE_ OF RYc BROOK ! BUILDING DEPARTMENT Dear Mr. Fews: . ._. Please be advised that observations were made of the excavation and sub-surface preparation for the proposed pre-fabricated pool and are, to the best of my knowledge and belief, in compliance with the approved drawings and the 2020 RCNYS. If you have any questions or are in need of anything additional, please let me know. Very truly yours, RED ARC p,S E.Hq n N 4 "I 376A yOQ F NE`N Thomas E. Haynes, R.A. AFFIDAVIT OF PROJECT COMPLETION Date: 10-26-2023 Name and Address of Owner:Mr. & Mrs. Martel Location of Work: 14 Whipporwill Road, Rye Brook, NY 10573 Description of work: Install fiberglass swimming pool and coping This affidavit is hereby submitted for the issuance of a Certificate of Occupancy for the above- referenced construction project. STATE OF NEW YORK SS COUNTY OF WESTCHESTER James A Snyder, President being duly sworn,deposes and says that his business address is 22 Kent Ct City Washingtonville State NY and he/she has supervised the construction of the structure at the location indicated above. The deponent further states that he/she was the: (check one) ❑ Professional Engineer ❑ Registered Architect X Contractor who supervised the above mentioned construction. The deponent further states that he/she examined the approved plans of the construction herein referred to,for which a Certificate of Occupancy is sought, and that to the best of his/her knowledge and belief the structure complies with the Laws governing building construction.The structure has been constructed in accordance with all approved plans and amendments thereto. Sworn to before me thisk& day of ' 20 -23 / Notary Public Signat e NOREEN FERGUS Notary Public-state of New York NO.01FE6433818 Qualified in Orange county My commission Expires May 23.2026 Engineer's Report for p E C E � W E Martel Residence N O V 16 2022 ENG/DPW 14 Whippoorwill Road Rye Brook, New York rUiT-i-ANING REVIEW I:W IS FUR C3frFd�RfiE.C�Or�i.r C�>:�.Pi.E1.?;^t: AND PRACTICES. T14E VrLL O-t�US,15LOk-33 i O j ` r•' WNS1E1ILITY FOR CORRECTNESS OF DI'- I ' �w"iZS,FIELD CONDMONS,DESIGN 3 OR APYLICAPI T. Dated 11/15/22 I I NO EX.CEP'nON TAKEN Revised �4UNKE CORRECTIONS NOTLED -AMEND AND RESUBMIT __ I f r j REJECTED -REFER TO REWRK s � � --`...�.' Prepared by: � E BR�0 � E �G1 �EE�E� G � ,iPTS, Christopher S. Utschig P.E. 938 KING STREET 65 Ralph Ave White Plains, NY RYE- BROOK, NY 10573 914 391-9550 �f iL (0- 14)939.0753 FAX(Q ` 01 NYS Professional Engineer Lic#090138 • Engineers Report Rye Brook,New York 14 Whippoorwill Road Table of Contents A. Introduction B. Existing Conditions C. Proposed Conditions D. Construction Phasing Plan and Sediment and Erosion Control Management E. Conclusion APPENDIX A Design Volume Routing APPENDIX C Soil Study Page 12 Engineer's Report Rye Brook,New York 14 Whippoorwill Road A. Introduction This report has been prepared in support of proposed improvements to the property at 14 Whippoorwill Road, Rye Brook NY.The report and associated plans were prepared in accordance with the Westchester County, NY,Stormwater Management Best Management Practices for Stormwater Runoff Control in compliance with the requirements of the Village of Rye Brook pursuant to Storm Water Control Permit.The existing conditions identified on the site plan were taken from a survey prepared by Richard Spinelli PC dated November 11, 2020. B. Existing Conditions The existing property is a 15,278 sf residentially zoned property proposed to be created by a subdivision pending approval.The property is undeveloped with a maintained lawn and trees.The subject properties topography can be described as moderately sloping from front to back across the property.The property is not in a flood zone or contain wetlands.Stormwater leaves the property in an overland fashion. Percolation tests were conducted with results of 12 min/".The soils on the property in the area of the proposed infiltration are a Woodbridge complex WdA with a Hydraulic soil group Type "C". C. Proposed Condition The proposed condition includes the addition of a in-ground pool and patio.The grading as proposed leaves the existing yard grading essentially untouched and thereby leaving the existing drainage patterns unchanged.The proposed condition will result in a total impervious area of 4,840 sf.An increase over existing of 776sf. The on-site drainage has been designed to provide full mitigation for all impervious areas for the 25 Year Storm Event(6.5").The runoff volume computed for all impervious areas was The design proposes an underground detention/infiltration system consisting of(9) Cultec 330 HD's with a capacity of 1,583 cf over 24hrs. and a second infiltration practice consisting of three cultic 330 HD's with a capacity of 711 cf. D. Construction Phasing Plan and Sediment and Erosion Control Management Maintenance of Temporary and Permanent Structures and Practices Temporary and permanent erosion controls measures will be maintained and inspected in accordance with the Grading and Drainage Plan. All proposed soil erosion and sediment control practices are designed in accordance with the following publications: o New York State Standards and Specifications for Erosion and Sediment Control, August 2005, latest edition. o New York State Guidelines for Urban Erosion and Sediment Control, latest edition, o New York State General Permit for Stormwater Discharges, o "Reducing the Impacts of Stormwater Runoff from New Development", as published by the New York State Department of Environmental Conservation (NYSDEC),second edition,April 1993. The proposed soil erosion and sediment control devices include: protective earthmoving procedures and grading practices,soil stabilization, inlet protection, stabilized construction entrance and silt fencing. The approach of the plan is to control off-site sedimentation, and re-establish vegetation as soon as practicable. Construction shall be implemented in the following order: Page 13 Engineer's Report Rye Brook,New York 14 Whippoorwill Road 1. Erosion and sediment control(ESC) measures and Pollution Prevention (PP) implementation, a) Install silt fences along easterly project limits, b) Maintain existing macadam driveway to utilize as a site construction entrance to the project area, material storage area and dumpster location. i) Contractor shall install stone stabilized entrance at end of the existing paved driveway in advance of construction vehicles requiring access from graded/exposed soils to City Streets. c) Install Tree Protection d) Install temporary sanitary facilities (portable toilets) in a location that is at least 20 from any drainage facility or flow path. Recommend staking the facility to prevent accidental tipping by construction activity or wind. e) Install waste container—maintain rigorous site cleaning schedule to prevent debris from blowing off site. Construction waste shall be stored in a dumpster and carried off-site on a regular basis f) Allocate concrete washout areas 2. Clearing and grubbing. a) Strip topsoil and stockpile. Initiate cover practices and sediment controls at the base of the stockpile. Stockpile can be temporarily stabilized with tarp or mulch and/or temporary seeding. b) Disturbed areas where construction will cease for more than 14 days will be stabilized with erosion controls,such hydro-seeding, hydro-mulch,or hay 3. Excavate Pool a) Install dewatering practice if necessary. 4. Install subsurface storage and infiltration system and site drainage to capture pool patio runoff. 5. Final stabilization of disturbed areas a) Install minimum 4"topsoil and final stabilize with lawn or mulch in landscape areas. b) Remove all ESC and PP measures upon approval of design engineer and/or ESC inspector. Awarded contractor shall be responsible for the proper implementation of the ESC and PP practices.The following maintenance program is proposed in order to maintain the proper function of all drainage and erosion and sediment control facilities: o Inspect sediment control devices and construction access point routinely and if necessary, remove accumulated sedimentation and debris;at no point should the filter bed be allowed to continue operations beyond 50%of its capacity being compromised by debris. o All disturbed area will be stabilized and the sediment build-up in the filter removed.After the construction is completed, any areas disturbed shall be stabilized immediately after the required work is completed. o Restore and re-seed any eroded areas as soon as possible o The Stormwater Management Facilities Maintenance Program will be managed by the home owner and shall include removal of sediment from the on-site catch basins and underground storage facilities. The contractor shall provide a Trained Individual to be present on site at all times during soil disturbing activities Any disturbed areas shall be re-vegetated as soon as possible.Topsoil shall be temporarily stockpiled for Page 14 Engineer's Report Rye Brook New York 14 Whippoorwill Road future use in grading and landscaping. Stockpile locations have been provided on the Erosion and Sediment Control Plan and shall be contained within a silt fence/hay bale barrier. The existing driveway shall be maintained throughout construction to be utilized for the site construction entrance.A temporary stabilized construction entrance comprised of a stone anti-track pad shall be installed as necessary to minimize dirt tracking.The purpose of a stabilized entrance is to remove as much soil from the construction vehicle tires prior to exiting the site and traveling on the existing roadways. For dewatering activities during excavation of the pool, a dewatering pump shall be located in a perforated tub surrounded by filter fabric and stone(or approved alternative). Clean discharge should be directed to onsite drainage appurtenances to minimize erosion of soils. Discharge with suspended sediment shall be connected to a sediment bag on undisturbed ground in a location where the discharge will not cause erosion or flow over exposed soils. If the contractor encounters ground water during the excavation of the filtering system, he shall notify the design engineer immediately.The contractor shall store all excavated material at the designated location show on the Grading and Erosion Control Plan with the appropriate erosion control measures corresponding to the stockpile detail. Contractor shall be responsible for maintaining the cleanliness of the streets (driveways/parking and adjacent areas) and storm drain inlet protection (as applicable) Best Management Practices (BMPs) throughout the construction project. Permanent seeding shall be installed immediately after the final design grades are achieved but no later than fourteen (14)days after construction activities have ceased.After stabilization, accumulated sediment shall be removed from site for disposal along with construction debris,trash and temporary BMPs E. Conclusion: The implementation of this stormwater management plan will mitigate the post development stormwater flows and not adversely affect the adjacent properties or the existing drainage system. The stormwater runoff generated by the proposed addition has been attenuated by the construction of an underground storage system. Page ) 5 Engineer's Report Rye Brook,New York 14 Whippoorwill Road APPENDIX A i i Engineer's Report Rye Brook,New York 14 Whippoorwill Road APPENDIX B Infiltration Calculations II I I I i i I I I I I I i I i 1S 2S Impervious- Impervio s- Front Pool/Patio Rear Bldg. Bldg Drive 3P 5P (new Pond) (new Pond) Subcat Rea o Link Routing Diagram for Impervious Prepared by{enter your company name here}, Printed 11/15/2022 HydroCAD®10.00-26 do 09858 0 2020 HydroCAD Software Solutons LLC Impervious Prepared by {enter your company name here} Printed 11/15/2022 HydroCADO 10.00-26 s/n 09858 ©2020 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 3,340 98 Water Surface, 0%imp, HSG C (1 S) 1,500 98 Water Surface, HSG B (2S) 4,840 98 TOTAL AREA Impervious Prepared by{enter your company name here} Printed 11/15/2022 HydroCAD®10.00-26 s/n 09858 ©2020 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 1,500 HSG B 2S 3,340 HSG C 1 S 0 HSG D 0 Other 4,840 TOTAL AREA Impervious Prepared by{enter your company name here} Printed 11/15/2022 HydroCAD810.00-26 s/n 09858 C 2020 HydroCAD Software Solutions LLC Pape 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subc� (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Numt 0 1,500 0 0 0 1,500 Water Surface 0 0 3,340 0 0 3,340 Water Surface,0% imp 0 1,500 3,340 0 0 4,940 TOTAL AREA Impervious Type 11124-hr 25 Year Rainfall=6.40" Prepared by {enter your company name here} Printed 11/15/2022 HydroCAD010.00-26 s/n 09858 02020 HydroCAD Software Solutions LLC Page 5 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: Impervious-PooUPatio/Rear Runoff Area=3,340 sf 0.00% Impervious Runoff Depth>5.69" Tc=20.0 min CN=98 Runoff=0.33 cfs 1,584 cf Subcatchment 2S: Impervious-Front Runoff Area=1,500 sf 100.00% Impervious Runoff Depth>5.69" Tc=20.0 min CN=98 Runoff=0.15 cfs 7l l cf Pond 3P: (new Pond) Peak Elev=278.44' Storage=477 cf Inflow=0.33 cfs 1,584 cf Discarded=0.06 cfs 1,583 cf Primary=0.00 cfs 0 cf Outflow=0.06 cfs 1,583 cf Pond 5P: (new Pond) Peak Elev=278.38' Storage=212 cf Inflow=0.15 cfs 711 cf Discarded=0.03 cfs 711 cf Primary=0.00 cfs 0 cf Outflow=0.03 cfs 711 cf Total Runoff Area=4,840 sf Runoff Volume=2,295 cf Average Runoff Depth =5.69" 69.01% Pervious= 3,340 sf 30.99% Impervious = 1,500 sf Impervious Type /// 24-hr 25 Year Rainfall=6.40" Prepared by {enter your company name here) Printed 11/15/2022 HydroCAD®10.00-26 s/n 09858 O 2020 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment 1S: Impervious- Pool/Patio/Rear Bldg. Runoff = 0.33 cfs @ 12.26 hrs, Volume= 1,584 cf, Depth> 5.69" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Year Rainfall=6.40" Area (so CN Description 3,340 98 Water Surface, 0% imp, HSG C 3,340 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fttft) (ft/sec) (cfs) 20.0 Direct Entry, Subcatchment 1S: Impervious- Pool/Patio/Rear Bldg. Hydrograph 0.36-: ❑Runoff 0 34: 0.33 cfs 0 32: Type III 24-h r 028- 25 Year Rainfall=6.40" 0.26 Runoff Area=3,340 sf 024.0.2. 2: Runoff Volume=1 ,584 cf - 0.2- Runoff Depth>5.69' 0.18- 01s Tc=20.0 m i n 0.14 CN=98 0.12 0.1- 0 08 0.06 004 0.02 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Impervious Type 111 24-hr 25 Year Rainfall=6.40" Prepared by {enter your company name here} Printed 11/15/2022 HydroCAD&10.00-26 s/n 09858 O 2020 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 2S: Impervious- Front Bldg/Drive Runoff = 0.15 cfs @ 12.26 hrs, Volume-_ 711 cf, Depth> 5.69" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Year Rainfall=6.40" Area (so CN Description 1,500 98 Water Surface, HSG B 1,500 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (fUsec) (cfs) 20.0 Direct Entry, Subcatchment 2S: Impervious- Front Bldg/Drive Hydrograph 016 Runoff 0.15 0.15 cfs 0 t4, Type III 24-hr 0.13 25 Year Rainfall=6.40" 0 12 Oil Runoff Area=1 ,500 sf 01 Runoff Volume=711 cf 009 0.08 Runoff Depth>5.69" o o7 Tc=20.0 m i n 006 005 CN=98 004 0.03 002 0.01 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Impervious Type 1/124-hr 25 Year Rainfall=6.40" Prepared by(enter your company name here) Printed 11/15/2022 HydroCAD®10.00-26 s/n 09858 ©2020 HydroCAD Software Solutions LLC Page 8 Summary for Pond 3P: (new Pond) Inflow Area = 3,340 sf, 0.00% Impervious, Inflow Depth > 5.69" for 25 Year event Inflow - 0.33 cfs @ 12.26 hrs, Volume= 1,584 cf Outflow = 0.06 cfs @ 11.80 hrs, Volume= 1,583 cf, Atten= 80%, Lag=0.0 min Discarded = 0.06 cfs @ 11.80 hrs, Volume= 1,583 cf Primary = 0.00 cfs @ 5.00 hrs, Volume= 0 cf Routing by Stor-Ind method, Time Span=5.00-20.00 hrs, dt=0.05 hrs Peak Elev= 278.44' @ 12.92 hrs Surf.Area= 279 sf Storage=477 cf Flood Elev= 280.00' Surf.Area=279 sf Storage= 573 cf Plug-Flow detention time=47.5 min calculated for 1,577 cf(100% of inflow) Center-of-Mass det. time=46.9 min (791.0-744.1 ) Volume Invert Avail.Storage Storage Description #1 A 276.50' 92 cf 4.33'W x 64.501 x 2.54'H Field A 710 cf Overall -481 cf Embedded = 230 cf x 40.0%Voids #2A 276.50' 481 cf Cultec R-330XLHD x 9 Inside#1 Effective Size=47.8'W x 30.0"H => 7.45 sf x 7.00'L = 52.2 cf Overall Size= 52.0'W x 30.5"H x 8.50'L with 1.50' Overlap Row Length Adjustment= +1.50'x 7.45 sf x 1 rows 573 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 276.50' 10.000 in/hr Exfiltration over Surface area #2 Primary 280,00' 10.0" x 10.0" Horiz. Orifice/Grate C=0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.06 cfs @ 11.80 hrs HW=276.54' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.06 cfs) Primary OutFlow Max--0.00 cfs @ 5.00 hrs HW=276.50' (Free Discharge) L2=Orifice/Grate ( Controls 0.00 cfs) Impervious Type Ill 24-hr 25 Year Rainfall=6.40" Prepared by{enter your company name here} Printed 11/15/2022 HydroCAD010.00-26 s/n 09858 0 2020 HydroCAD Software Solutions LLC Page 9 Pond 3P: (new Pond) - Chamber Wizard Field A Chamber Model =Cultec R-330XLHD(Cultec Recharger®330XLHD) Effective Size=47.8'V1/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 9 Chambers/Row x 7.00' Long+1.50' Row Adjustment= 64.50' Raw Length 1 Rows x 52.0"Wide =4.33' Base Width 30.5" Chamber Height= 2.54' Field Height 9 Chambers x 52.2 cf +1.50' Row Adjustment x 7.45 sf x 1 Rows =480.6 cf Chamber Storage 710.4 cf Field-480.6 cf Chambers= 229.8 cf Stone x 40.0%Voids= 91.9 cf Stone Storage Chamber Storage + Stone Storage= 572.5 cf= 0.013 of Overall Storage Efficiency=80.6% Overall System Size=64.50'x 4.33'x 2.54' 9 Chambers 26.3 cy Field 8.5 cy Stone Al �a '� ti ?r Ks }G .J f:F' Impervious Type Ill 24-hr 25 Year Rainfall=6.40" Prepared by {enter your company name here) Printed 11/15/2022 HydroCAD010.00-26 s/n 09858 ©2020 HydroCAD Software Solutions LLC Page 10 Pond 3P: (new Pond) Hydrograph __ r?Inflow 0.33 cfs Outflow 0.36 Inflow Area=3,340 sf ❑Fnmaryed o34- J Peak Elev=278.44' 03 Storage=477 cf 028 026 i 024 022 n 0.2 018 0 16 0 14 012 0.06 cta x 01 0.06 0.08 0.06 004 0.00 cts 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Impervious Type 111 24-hr 25 Year Rainfall=6.40" Prepared by {enter your company name here) Printed 11/15/2022 HydroCAD®10.00-26 s/n 09858 02020 HydroCAD Software Solutions LLC Page 11 Summary for Pond 5P: (new Pond) Inflow Area = 1,500 sf,100.00% Impervious, Inflow Depth > 5.69" for 25 Year event Inflow = 0.15 cfs @ 12.26 hrs, Volume- 711 cf Outflow = 0.03 cfs @ 11.80 hrs, Volume-- 711 cf, Atten= 80%, Lag=0.0 min Discarded = 0.03 cfs @ 11.80 hrs, Volume-- 711 cf Primary = 0.00 cfs @ 5.00 hrs, Volume= 0 cf Routing by Stor-Ind method,Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 278.38' @ 12.91 hrs Surf.Area= 128 sf Storage= 212 cf Flood Elev= 280.00' Surf.Area= 128 sf Storage= 262 cf Plug-Flow detention time=45.7 min calculated for 711 cf(100% of inflow) Center-of-Mass det. time=45.3 min ( 789.4-744.1 ) Volume Invert Avail.Storage Storage Description #1 A 276.50' 42 cf 4.33'W x 29.501 x 2.54'H Field A 325 cf Overall - 220 cf Embedded = 105 cf x 40.0%Voids #2A 276.50' 220 cf Cultec R-330XLHD x 4 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 262 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 276.50' 10.000 in/hr Exfiltration over Surface area #2 Primary 280.00' 10.0" x 10.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max--0.03 cfs @ 11.80 hrs HW=276.54' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max--0.00 cfs @ 5.00 hrs HW=276.50' (Free Discharge) t2=Orifice/Grate ( Controls 0.00 cfs) Impervious Type 111 24-17r 25 Year Rainfall=6.40" Prepared by {enter your company name here} Printed 11/15/2022 HydroCADS 10.00-26 s/n 09858 ©2020 HydroCAD Software Solutions LLC Page 12 Pond 5P: (new Pond) - Chamber Wizard Field A Chamber Model = Cultec R-330XLHD (Cultec Recharger@ 330XLHD) 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 4 Chambers/Row x 7.00' Long +1.50' Row Adjustment= 29.50' Row Length 1 Rows x 52.0"Wide = 4.33' Base Width 30.5" Chamber Height= 2.54' Field Height 4 Chambers x 52.2 cf +1.50' Row Adjustment x 7.45 sf x 1 Rows = 219.8 cf Chamber Storage 324.9 cf Field- 219.8 cf Chambers = 105.1 cf Stone x 40.0% Voids = 42.0 cf Stone Storage Chamber Storage + Stone Storage = 261.8 cf= 0.006 of Overall Storage Efficiency= 80.6% Overall System Size = 29.50' x 4.33' x 2.54' 4 Chambers 12.0 cy Field 3.9 cy Stone Il_ Impervious Type Ill 24-hr 25 Year Rainfall=6.40" Prepared by {enter your company name here} Printed 11/15/2022 HydroCAD®10.00-26 s/n 09858 02020 HydroCAD Software Solutions LLC Page 13 Pond 5P: (new Pond) Hydrograph f�Inflow 0 15 cfs Outflovr 0.16 Inflow Area=1,500 sf ❑p maryed 0.15 .,; Peak Elev=278.38' 0.14- }. 0.13 Y$ Storage=212 cf 0.12 0 11 D.1 0.09 008 0 Z 0.07 0.06 0.05 0.03 cfs 004 0.03- ff� 0.02 0.00 cfs 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Engineer's Report Rye Brook,New York 14 Whippoorwill Road APPENDIX C Soil Survey i• 1 I I • I . I' 1 I� I I I I� I I i Soil Map—Westchester County,New York } o 6110m 61108D 611090 611100 611110 61112) 4 714N 41'7:5'N p E� 0 Y ➢T, y /1.712'N 41•712'N 511cm 611060 61'000 6'1100 611110 6111A 3 3 �Sc+Ie:1:4061 pArkld an A part*(8.5'x 1 I)4rd. 9 h�tas � N 0 5 10 20 �D A o 0 15 3D 60 90 P Pam:Wrb 1-4err fts Cana CM h :VVC�S84 Edge ft:UTM Zane 18N WGS04 ism Natural Resources Web Soil Survey 1 1/1 512 022 ;i Conservation Service National Cooperative Soil Survey Page 1 of 3 00 0 0 _ N a 0 m m M 2 m m ° m .- f� U 9 °f m m Q ma toU °` am u m o t a m I off, ro `o m u o E m m'v a) Go m m � mE m U) m n N _ u m m �cuif6m w co m � mcu5 m o E v 0mE O E m nmm Ln mmy � } mm °°' .� m m ma E m m Z M c m m m m U ;N o O m c c m m E m W ; Lo, m (7 °m Z D m Z m 0 cLi E u)CM a) 0 a Q Q m w . -- m m o W ZNO m E CL O Q maO z, ci U m L m L O L m o mm DE E ° o �z m 0 >mm m m Oy 0Uc aam Oa O E m n n CL;a a S 2 Dom = Zomm E m m CL .0c L omamQc moNoc v6E n � X u °Z Eam B � t o c�t � m o - m AC mm OCZm ° (A Cl Q mm � a E m om : o mm ` cEn to m Ern � m m o m nm�E C U m O — m O O ZQ m a 0 c 0 m c co 0 a) o m Zrm m N E m V n� m m m :3 d i m .2 N $ � z .E O m N 0 E m �� w E c a E U) naa o inc'o ins oN 8 .E Y m Z Z 7 N O m O V � J m N o y m co o m m o m 3 � 3 m ; n n LL C = U Vca m T J S O D L Z P N m E 3Q w a O Q T N m m of m L m Q $ q Cf) m 0 z ElIm ui 0 to W J a - m S o m c U) a -j a E m c x n to g o u o a c n �a -2. a b d _T _ o a a N N T m v�i Q O lL N m O C O T O m m to !0 _ _ _ T > M . C P ¢ vg �i �i c iz �$ t-3 C�3 c$ c7 � a z Q) m U) in Fn .9 a u � m Q N O°j O La Z qm g� b ZS U O��r Sal Map—Westchester County, New York Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI UwB Urban land-Woodbridge 0.3 100.0% complex,3 to 8 percent slopes Totals for Area of Interest 0.3 100.0% Natural Resources Web Soil Survey 11/15/2022 Conservation Service National Cooperative Soil Survey Page 3 of 3 mo 0 0 U c) U m m Q Q U U C) U v — >,o m E m Z OL .� 0 v 'D '0 'D e -a a v 0 c m a) O C C C C C w C C C C C 0 C C p t7 T7 C f0 C m C f0 C III C 2 m 3 m ca m m 3 3 m m m O m O O — O O a) O a) a) O C C C O — E fD `mf0 `m �0c`oc�o �° c`oc�o �0mc'�i � � c�o � cm tm a� m � � Cm � CNv � � � � O O Q O o eL -ELMLL £ LL - L o 'e m -a ca £ m e � � � ._>> � > � o m o 0 Y Y Y» N N O O O N NN fj) a) a a Ocl a) a) N N a) a) O O O O O O 0 0 0 a) C C C N N a) 0 v) (p O O y N > > > = _ = O O O O O O O y y a) a) N O O O p O N N N N N N N C C C C > > > L O O N N +-�— tccc yC C Q) C (CNNN� su N C C a) a) Q) a) a) N ` U 0 tU 0 0 0 L L L m N C C c� c� 2 2 a) O O Q) � Q) Q) p� O N o pO ppCI-OL Cl .0 CO N N CL a) to N N m m m 0 0 0 0 m to to c0 t0 Ca c0 a0 OI O 0 0 0 o O 0 LO CN N O O o 0 0 0 o N N O O N O O EOO X N N — N N CO CO Xito O O O O O OOOO 00 CO U Y « Y • to Ca� X X X X X X X Q)j m U X X X X D O 3 3 3 N N CO CD r- a) m a) a) a) a) a) a CL mma� ma� mma� mm000XXXXXX - - - - - - - EE m cl E E �E E E Y, Y Y m m m m O m E E E E E E E to E E E EL .CL LLL O 8 8 - - - - - - O MCo 8 8 8 8 0 0 0 U U U Q E E E Q E Q E Q E E o �' $ $ $ $ � 0 0 0 C C C C C C C C C C -6 -6 V v v 8 8 8 3 7 7 O 0 oM a 'C C) co CO O O O O O O O O O O W m N C C C C C C .a .O L o m N o L L o o o 0m m � � � � � v E E E m m m m m m m m m m m m m m X�( xx x S'c is �c o 0 0 m 0 0 m m m L L L L L L L L L L L L L cp m m m m m -0 -0 U > � Z Z O O 0 0 0 m QQQL) QgL) L) gqqqQaaaaa. a. EliE(2 � � � C C C C C C C C C C C C C C C C C C C C C C C C C C CI C -a UI'o C c0 m m m m (C (0 m m m m m m M m m m (0 m m c0 f0 cv m m m m, m C Ci.r � t CCC C C C C C C C C CC C C C C C C C C C CI� Ca mcommmmccMccm m mmmmm mm mm -e -e g -e � f � -e £ Cg -eg -e -e � � -e � � -e i' S» » » » » » » » » » » » » � � � � »° a , U> vo0C) c) c) 000 co CD > > > > > m > > >> > � mv > v ►� PENTAIR ma INTELLIFLOO VS+SVRS D IEC�o�� INTELLIPROO VS+SVRS DEC 12p0P1 �D VARIABLE SPEED PUMP VIL LAGF OF RYE BROOK BUIiDING DEPARTMENT WITH SAFETY VACUUM RELEASE SYSTEM (SVRS) PROTECTION INSTALLATION AND USER'S GUIDE IMPORTANT SAFETY INSTRUCTIONS READ AND FOLLOW ALL INSTRUCTIONS SAVE THESE INSTRUCTIONS 31 TECHNICAL DATA Pump Dimensions 5.6in 10.8in 142mm' 275mm 2.8in i -- 1 71 mm� 7.8in 199mm 23.4in 594mm -- 9.9in 253mm 1 12.4in • 11.8in 9.1in 13.1in 316mm, 1301mm 232mm 333mm 7;lj Electrical Specifications Circuit Protection:Two-pole 20 AMP device at the Electrical Panel. Input:230 VAC, 50/60 Hz, 3200 Watts Maximum, 1 phase WEF 6_9 THP 3.95 Pump Performance Curves 1007 - — — - 90 - --- -- -KW SPEW-3M RPM 0 80 N I x 70 SPEED -31 RPM LL - - - - — — 60 cfl — = 50 U 40 SPEED 3—23 50 R 30 -- m H 20:— SPEE62-1 10 0 20 40 60 80 100 120 140 160 180 Volumetric Flow Rate in US GPM INTELLIFLO'VS+SVRS and INTELLIPRO'VS+SVRS Variable Speed Pump Installation and User's Guide ►k PENTAIR ULTRATEMP@1 HEAT PUMP O INSTALLATION AND USER ' S GUIDE IMPORTANT SAFETY INSTRUCTIONS i�, READ AND FOLLOW ALL INSTRUCTIONS ECOO saiace SAVE THESE INSTRUCTIONS ;�;E„,;,a� i CUSTOMER SERVICE/TECHNICAL SUPPORT If you have questions about ordering Pentair Aquatic Systems, ("Pentair") replacement parts, and pool products, please use the following contact information: Customer Service (8 A.M.to 4:30 P.M.—Eastern Technical Support and Pacific Times) Sanford, North Carolina (8 A.M.to 4:30 P.M. ET) Phone: (800) 831-7133 Phone: (919) 566-8000 Fax: (800)284-4151 Fax: (919) 566-8920 Web site Moorpark,California (8 A.M.to 4:30 P.M. PT) visit www.pentairpool.com or www.staritepool.com to Phone: (805) 553-5000 (Ext.5591) find information about Pentair products. Fax: (805) 553-5515 TABLE OF CONTENTS Important Warning and Safety Instructions ....... ii Operating the Heat Pump .................................. 15 Menu Tree Quick Start Guide.............................. ifi Swimming Pool Energy Saving Tips 15 Heat Pump Control Panel Overview 15 Before Installing the Heat Pump ......................... 1 Operator Menu Tree Guide 16 Heat Pump Overview 1 Starting and Stopping the Heat Pump 17 Installation Requirements 1 Changing the Set Point- Pool and Spa 17 General Installation Information 1 Heat, Cool, and Auto Modes 17 General Features 1 Heat Pump Timer 17 Installation and Location ..................................... 2 Relay Remote 17 Materials Needed for Installation 2 RS-485 Remote (Serial Cable) 17 Equipment Pad 2 AutoSet Operation 18 Drainage and Condensation, Roof Run Off, Extend Operation 18 and Lawn Sprinklers 2 Timers and Delays 19 Heat Pump Dimensions 2 Control Panel Alarm Messages 19 Location and Clearances 3 Service Menu Tree Guide 20 Anchor Clamp Installation 3 Setting Temperature Scale 21 Water Connections and Plumbing 4 Set Water Temperature Offset 21 Automatic Flow Control Valve 4 Defrost Cycle 21 Water Pressure Switch Adjustment 5 Run Time Counters 21 Multiple Unit Installation 6 Locking the Control Panel 21 Heat Pump. Heater, Solar Combination 6 Maintenance ....................................................... 22 Multiple Heat Pump Connections 6 Water Chemistry 22 Electrical Connections and Wiring 8 Winterizing 22 Wiring Diagram—(Single Phase—50/60 Hz) 9 Spring Start Up 22 Wiring Diagram—(Three Phase—60 Hz) 10 Inspection and Service 22 Connecting to an Automation System ............... 11 Owner Inspection 22 Remote Operation 11 Professional Maintenance and Service 23 Relay Remote Controls 11 Technical Information ........................................ 24 Connecting to IntelliTouch or EasyTouch via Electrical Supply-Voltage Requirements 24 Heat Pump Spade Terminals 12 Temperature Resistance Chart 24 Connecting to IntelliTouch or EasyTouch via Ambient/Water Flow Table for Professional RS-485 Connector 13 Maintenance and Service 25 Pin Configuration for Heat Pump Control Heat Pump Pressure Drop 25 Board to IntelliTouch 14 Connecting IntelliTouch or EasyTouch to the Troubleshooting ................................................. 26 Heat Pump 14 Replacement Parts ............................................. 30 Illustrated Parts View 30 Parts List 31 For pool energy saving tips, refer to page 15, under "Operating the Heat Pump". For technical data, voltage requirements, or ambient/water flow information, refer to page 24 at the back of the manual. P/N 474099 Rev.P 7/14/16 ULTRATEMP" Heat Pump Installation and User's Guide 0ol u r IMPORTANT OPERATING INSTRUCTIONS MANUAL HELPFUL HINTS & TIPS "MEETS REQUIREMENTS OF ASTM SAFETY SPECIFICATION F 2208" (E G ASTM F 2208 i MODEL PGRM - 2 85dB Horn at 10 Feet This product has been designed to aid in the detection of unwanted intrusions into unsupervised pools. POOLGUARD IS A SAFETY ALARM SYSTEM AND NOT A LIFE SAVING DEVICE. "This device is not intended to replace any other safety consideration - i.e., adult supervision, lifeguards, fences, gates, pool covers, locks, etc., and some devices may not detect gradual entry." PENTAIR INTELLICHLOR SALT CHORINE GFURATOR HOUL lC15, 00, IC40 , IC60 IE�• INSTALLATION AND `seF:w� USER ' S GUIDE irnPoeTaNr scFEry uasreucTioNs READ AND FOuomaL i INSrkucrotis SAVE THESE INSTRUCTIONS w If W U N uj w X O T N V U 0 U J Q O a O ~ ^ Z LLJ N _ LL 00 f t` u)LLJ w O Z O Z U v G U 0 O Z � w N ry V- �L F- a Q Z w o U < U = C Q o U W Q c0 —� Z 0 J w Cl) W J J Q m Z z U) Z Q 0 W 3 F— Sdw 0 0 (n UO9 O � U) x N 00 co rl- CV O O z cc i ch O r— ti r r` w z w U 00 o w o Y x U x LO 00 V ►✓'� PENTAIR CLEAN AND CLEARO PLUS CARTRIDGE FILTER INSTALLATION AND USER ' S GUIDE IMPORTANT SAFETY INSTRUCTIONS READ AND FOLLOW ALL INSTRUCTIONS ECom SAVE THESE INSTRUCTIONS Sc��i �PENTAIR 8 SECTION 1V. TECHNICAL DATA A. FLOW RATES PRESSURE DROP vs FLOW 12 10 N a 8 a O w 6 — Cl) 4 W a 2 00/ 0 20 40 60 80 100 120 140 160 FLOW(gpm) Clean and Clear° Plus Cartridge Filters Recommended Flow Rate Product # Model # Filter Area Vertical` Flow Rate GPM Turnover Capacity in Gallons sq. ft. Clearance Res. Comm. 6 Hours 8 Hours 12 Hours 160310 CCP240 240 56 in. 90 90 31,400 43,200 64,800 160340 CCP320 320 62 in. 120 120 43,200 57,600 86,400 160301 CCP420 420 68 in. 150 150 54,000 72,000 108,000 160332 CCP520 520 74 in. 150 150 54,000 72,000 108,000 NOTE:Actual system flow will depend on plumbing size and other system components. . Required Clearance to remove filter elements. CLEAN AND CLEAR'" PLUS Cartridge Filter Installation and User's Guide PENTAIR MICROBRITE MICROBRITE TM COLOR AND WHITE LED LIGHT Your pool deserves the versatile, dynamic brilliance that MicroBrite lighting delivers. Give your pool the ultimate lighting upgrade.MicroBrite Color and White LED Lights provide exceptional brilliance,lighting uniformity and amazing colors.For new pool and spa designs,they give your designer the freedom to add dynamic lighting in places never before possible.Let your imagination take you to brighter places! s gy5- P ' eco select r A' MICROBRITE'COLOR AND WHITE LED LIGHT The brightest, most compact pool and spa LED light available. Whether you're upgrading an older lighting system or building a new pool or spa, there's no better choice than MicroBrite Color and White LED Lights. KEY FEATURES Brilliant LED excitement in a small package Fits where others don't Great colors The brightest ultra-compact light available. Fits into narrow walls and tight spaces for Syncs with Pentair GloBritel and Premium LED illumination and vibrant colors ultimate design and lighting flexibility. IntelliBrite°5G fixed colors and color shows. from a light just 3.5 inches long. Efficient,brilliant light Outstanding light quality Add visual excitement Energy-saving,money-saving LED efficiency No shadows or hot spots.Uniform color Be creative with horizontal or vertical from the industry's most compact 12V LED and brilliance. installation in water as shallow as four plastic light. inches.Add visual excitement to steps, Ready for show time sun shelves,swimouts and water features. Installs in any standard 1.5-inch Connects to any Pentair automation system pool wall fitting and the Pentair IntelliBrite''Controller. Versatile upgrade for fiber-optic lighting Fast and simple for professional installation. Suitable for retrofit into many pools with No niche required. Long lasting older fiber-optic systems. 1OX the life of incandescent light. AVAILABLE FROM: (Alisetect TRADEGRADE P E N TA I R The MicroBmr,_olor and White LED -r," ,our;r ar ,. Light has earned the Eco Select brand products sexclus',velymadr distinction as one of the greenest and for and sold by the world"s m,; most effic;eot choices from Pentair. demanding pool professionals. 1620 HAWKINS AVE i SANFORD,NC 27330 I UNITED STATES 11 800.831.7133 1 pentair.com All PentaR trademarrs and logos ae owned by Fentair.",crob,to-3IoBnte me hbwn ,nd Ec)-cle(t a .fe Fe4.n.'_ ,d trademarks of Pentair and/or its affiliated companies in the United States and/or other countries.Because we are continuously improving our products and services,Pentair reserves me right to change specifications without prim notice. Pentair is an equal opportunity employer. P1-639 7/18 02018 Pentair.All rights reserved. ear..'...,, r.. tt , M WOMEN b � >: IL _---NEVMAGNALatch Series 3 Because you can"t turn your back for a second • Lift knob is more ergonomic and child resistant /NEW• Visual Indicator provides locked and unlocked status /NEW • 6-pin re-keyable security lock .�f Tested to 2 million cycles! Up to 50% stronger! Featuring more than a dozen improvements. See inside for more details. C C tL Y L t �►- .�. +� d C J y C O O � m y C - �• C t0 L 7 � Y p � f1 r C w � E N c a o cu to a c tO +. y cn O E tU O _ E O d O N LA • Q� W tU � u tL .+., .� � U tL Y C C � tL 7 u Y O O E C c CD O •N GJ C �.+ �.' 'm N M C OE ca. tY t > t3l to N rD GJ U L .` d _ c a`, o o E a, E p c c a L n N > tD t p r_ O 7 O C .A tU N to f— — n u G. N N O EMOUNNEOMMUNP- L N L ra o .n +� u 3 +, . r0 L QJ U C cu L -C N CA (In 'o O` O w rya C O .0 Ln O .0 ru Ca C t a; w a a, .� CO O ut O E twit aj t :n N c GJ t a, c a •N a) co 3: +O+ M C! m > ra ro ra y a (A > > 0 to to + O ` > c O O ma M w E 0 0 L O +� 'c n to 4 �' C) ar O 0 0 0 to C E to L C L 0% O � a, O ++ to cu aJ _ 0 C CJ cu �- > ra N > ++ CDC �-+ N C m L O J c N O C ra Y C ra C C! G O L O ra O 3 ra O ucu C: O O ++ U N Vt O N ro Y E o `° a tMn " C c N � �p 7 0 CL o ` to v; c J Q, a c o ra a, ra E fu ` W vi O O �_-+ to O C N E tii > L V G! ULn fp N • O �-+ U O •�, O O �. LC) O to V J n. to ca. o OC y J Y o N n E a o c u o c L C • Y — ra Q� O+ V Q •� t o O p ra c E mm3 m.— ro in u 0 O d o E �+ O E O L o u w s ra n o c Dn m y E a) M c ro oj a o o �_' Y O .. o c 3 E ro «- o ai c c E L u a5 E E .'^, E o u o a E VI t n c o o 3 a a o �+ c a a Zc°i �° E m ai a a aL Z to d c v w E . . Lm a d _ aE � as o � a - U) 3 3 3 YJlw W W W Z Z Z NEW . 1 Top • NEW 0 Vertical Pull 1 With its release knob out of reach of children,the Perfect for pet security gates and general gates MagnaLatch Top Pull sets the standard for safety around the home.MagnaLatch Vertical Pull offers the gates around swimming pools,childcare centers same innovative design as MagnaLatch Top Pull,only or wherever safety is critical. No wonder it's the in a smaller,more compact model. world's most trusted safety gate latch. Top Pull model 27116" Vertical Pull model 21h6" 15/16" (62mm) (62mm) Product Code: (34mm) 11/16" Product Code: 1 s/16" 11116" MUTPKA (2�I) !I ML3VPKA (334mm) (27mm) al 0 113/16" Gapvariance 0 (46mm 1/2"-11/2" (13mm-36mm) o I o E VyE E 4► b 11re. 113/16" Gap Variance E ) (46mm) 1/2'-11/2" N„ (13mm-36mm) NC _ O eL�J 2 Ua" 4 w rg I (54mm) MagnaLatch Series 3 - For metal, wood, and vinyl gates io ) PREVIOUS SKU NEW SKU MODEL FEATURE COLOR MLTPS2BGA ML3TPKA Top Pull-6-Pin Lock-Keyed Alike Black MLVPS2BGA ML3VPKA Vertical Pull-6-Pin Lock-Keyed Alike Black MTSTDK52 MTSTDK53KA• Top Pull Kit•-6-Pin Lock-Keyed Alike Black C MLSPACER MLSPACER 2"Gap Spacer-Works with ML2&MU Black 2 Ye" (y1 'Kit includes(1)MUTPKA+(1)pr TCAIS3BT+(1)TCACAPS3 safety cap NOTE:for white models or round post adapter kit,use MagnaLatch Series 2. What's next? Combine Magnal-atch ALERT J • TruClosellhinges ® MAGNALatchwith integrated alarm. for . • security- n a first for MagnaLatch,the range will soon Because Magnal.atch's innovative magnetic triggering offers include the new top-of-the-line MagnaLatch ALERT. absolutely no resistance to closing,when partnered with our This electronic model features an audible alarm best-selling gate hinges,you'll have the ultimate in and flashing lights,so you can hear and see from om reliable,safe&secure performance. a distance,or even from the house,when a gate fitted with MagnaLatch is left open or unlatched. •D&D patented tension adjustment •Adjust tension from either end It's like being able to keep an eye on safety,even Black 1 •No visible fasteners on latch or hinge when your back is turned.Put simply,if offers Chrome -Decorative trim covers included with unparalleled security for toddlers around pools and ' all Series 3 hinges other critical safety areas. Brushed D . D •• • - a World's most trusted � Available at: gate hardware North&South America co 7731 Woodwind Dr.Huntington 1/ info�dcltechusaxorn Hirsch Fence Install & Design 747 Route 9W Valley Cottage, NY 10989 C,x,7rrier It leer Nary Frttl NST.t -T- __�� Ll '' Sarnia AOAreLfv . �..-tom"s Day taTla Pnona No C-l—,s C rcr,lrq Fr"e Na GI.Atofri s E-ff al AOCress Nee'ti♦al Cross Street PERMITANSPECTION iNrOR).LATJDN Fe-mn re�.arn7•r• �NC MDmeDwrar too n permit J Instal atw^DrL eSFOr.a es a jnyv!ta:nn Ftutn .�•ecmx cam,d r mr tc•:re msWy;<y,� tc co1w Drlrmil APPROXIMATE LAYOUT Sc'cc;lrJn $ j r fir.U sL Ar—S E D E ASED:,*l'w•5 n 1•.t7°I�IS AP�:CYJaV.i;ttAsrr aN F tL•D MEASusEYl7l:rulA:rq t.F /dLL!CAG:STEJ!AS[O ••.ACTUAL MICErC+OW-F USED AS_LTfOUNTMINTE4USAr,Ocl3h�'noN4,J ADDITIONAL COST OPTIONS / ADD TH!PPoCC9 iN TMA OL LMN To TNF Sf:FCT-ON 'AKF OOU.N AND HAa 5 — AriNY OLD FENCE V1 PFRMTCOST ,1 LIP SUB TOTAL f SALES TAX S INAL AMOUNT DUE I a tt .IP41 CLr11raC J i Stock Product Cus:v.r..ar.nnes nil regr,—s n4mos Its X relates to ar W:Md .al.a`.or and rtatz costa ex 4 retw'. Special Order}Product ta the We Cf being�staianareyrcanpro eny SCI� �FfO T4 7,l1 r:c:�7n rpawa Cusroraw Ot _ /•�U� I' jh G�Ir,S >r EN INSTALLATION RELATED T RADE:PLEASE INITIAL ONE (( f ILL'514:TO r.•F FvE - - In �►� /. rC!-F ro K le+Ft 0 F MGr.x1 ee!•DE il:.:Mnr V•(J�.I GMDE VRF KrtE lit!•e.ae 9+tlF h•et r...T...-� ID F�LL 1�t:.W 1 F0.1-Wdw-R W Or G11.^,UN3 tr;w«R ru.Dw cluot Y.G�A•M FEIKS IY 1:L tpn%.4 AT Tea IIt-It:L AT Product S PrcrJuct ` 14 Product Shjle n Jt Height Style �� Height Slyle NegltY Footage62 If Gales Footage , If Gates Footage It Gates Post Cap Color l Post Cap Cola Post Cap Color Rail Type °ost Caa RalI Type Post Cap Rad Type Post Cep Picket Type S Picket Type $ Picket T,;pe $ Laura Petersen From: Laura Petersen Sent: Thursday, October 12, 2023 3:12 PM To: Laura Martel Subject: 14 Whippoorwill Road - C/O application for the pool permit Attachments: CO - CC Application 8.2021.pdf Good afternoon, Please submit the following required items before scheduling the final inspection; ✓ . C/O application (please see attached) \ 2. C/O fee (the amount will depend on the final cost of the job) \/3. Original signed and sealed final as built survey (we cannot accept the email version) 4. Sign off letters from architect (per phone conversation with the Building Inspector and the General Contractor) Please let me know if you have any questions. Do Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Ipetersen(&ryebrook.oro 1 �" II Building Permit Check List&Zoning Analysis Address: l �� !� �J, d� SBL l Zvi O — l Zone:_72k.5- Use: Z l Const.Type: Other. Submittal Date: 2 Z ZRevisions Submittal Dates: 'Z __L l Z l 2 FXZ 2 Applicant: Vt%k a�l_1 Nature of Work: I - L", 2 S�t�.�� N C ��, c� •� �6P, �/ ' L'` 4 W�C�.l- —?Ot,�-�F-t-� C Reviews:ZBA: JUL 2 6 1011 PB: BOT: Other. ( ( ) FEES:Filing. ✓ BP: 7S�• C/O: Flood Plane: Legalization: ( ) (-�A P: 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: ( ) ( ) SITE PLAN:Topo: Me Pr tection S/W I�[gmt: Tree Plan: Other. SURVEY:Dated 3 Z C SC / Archival. Sealed.. Unacceptable: PLANS:Dat tamped Sealed ✓Copies: Electronic. `� Other. License Workers Comp: V Liabili Comp.Waiver. Other. (.)jC (, CODE 753#: 1a1 ya —�__ R - QQ Dated: Zj 9-o�>C-)- 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. ( RB mtg.date l -LZapprovab 2 notes: ( )ZBA rntg.date: approval: notes: ( )PB mtg.date: approval• notes: REQUIRED ExLSTING ePROP OSED NOTES DEC 1 2 1011 Arm 1 I-c� Z p(-y Date: cue Front L t FF"nt•. sue: Accs caw F S S .HS • S�FA.- Tot,Irno: ,l - S W w o Parkino H ht St notes: I ,W •Vtl\• L BUILDIN WPARTMENT D VILLAGE OF RYE BROOK JUL 2 12022 938 KING ET RVE BROOK,NY 10573 14IW7066#Yy VILLAGE OF RYE BROOK 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: 14 WHIPPOORWILL ROAD Date of Submission: Parcel ID#: 129.60-1-18 Zone: R-15 07/21/22 Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: PROPOSED IN GROUND FIBERGLASS POOL WITH MUST BE COMPLETED BY THE APPLICANT STONE COPING AND SAFETY FENCE AROUND The following items must be submitted to the Building LEFT, RIGHT AND REAR LOT LINES Department by the applicant-no exceptions. Property Owner:SCOTT MARTEL 1. (-/)Completed Application 2. (7c)Two(2)sets of sealed plans. (one full size Imxximum Address: 14 WHIPPOORWILL ROAD allowable plan size=36"x 42") and one I I"xl7") Phone# 516-902-0202 3. Two(2)copies of the property survey. 4. Two(2)copies of the proposed site plan. Applicant appearing before the Board: 5. (X)One electronic/disc copy of the complete THOMAS HAYNES application materials. 6. (%) Filing Fee. Address: 287 BOWMAN AVE., PURCHASE NY 10577 7. (X)Any supporting documentation. Phone# 914-963-3838 8. ( ) HOA approval letter. (ifapplicable) 9. (X) Photographs. Architect/Engineer: THOMAS HAYNES 10.()C) Samples of finishes/color chart. (a sample board or model may be presented the night of the meeting) Phone# 914-0963-3838 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. Swom to before me this Sworn to b Mre me this day of �� , 20,Xi k ay o ,A 202-Z Signa or Property O er Signatur p i SCOTT MARTEL THO S HAYNES nolt_arne o roperty Owner e of Applicant Notary Public )LILLO Notary Public SHARI McILLO � JULIE MCKEON Notary Public,State of New York 111 NOTARY PUBLIC-STATE OF NEW YORK No.01ME6160063 No. O1 MC6127132 Qualified In Westchester County..) Qualified in Westchester County Commission Expires January29,20[. My Commission Expires May 23•2625 8/12/2021 r ' VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T)939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD IN PERSON MEETING AUGUST 17, 2022 @ 7:30PM NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED 'REJECTED APPL.# 4 Birch Lane Roof Top Solar Array Consent 5740 (Hartman) System Agenda 52 Greenway Lane New Panel(s)of Arbors Consent 5741 (Vladsky) Standard Design Fencing Agenda 9 Phyliss Place Replace Old 6Hi High Consent 5742 Stockade Fence with New Agenda Stockade Fence 4 Loch Lane Replace Sliding Door& Consent 5743 (O'Neill) Windows on House. Widen Agenda One Window 15 Paddock Rd Seasonal Above Ground Consent 5744 (Santorelli) 15' Round Swimming Pool Agenda 18 Hillandale Road Amendment to Prior 5745 (Marks) Approval (Pool Barriers) Fence Changes I Castle view Ct 1 Story 2 Car Detached 5746 Garage 14 Whippoorwill Rd In-Ground Swimming Pool ��} \A(Z_ 5747 (Martel) CS w/Coping & 4' 0" high Fence Barrier 13 Old Orchard Rd One Story Rear Addition 5748 1 Dorchester Drive 1 st Story& 2nd Story 5 749 (Duir) Additions,New Windows & Rear Patio 102 S. Ridge Street New Sign and Awning 5748 "Customer's Bank" 124 Country Ridge Legalize New Outdoor 5750 Drive(Brookman) Kitchen & Patio ML NM MR SE JM ✓ SF AC MI KC VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD IN PERSON MEETING AUGUST 17, 2022 @ 7:30PM PAGE TWO ( 02) 18 Lincoln Ave New Detached Barn 5750 (Magar) Style Utility Building �18 Lincoln Ave New Solar Array on 5751 Road(Magar) Detached Utility Building. 11 Loch Lane Enclose 2nd Fl Front Porch 5752 (Karasik) ML NM MR SE JM SF AC MI KC Laura Petersen From: Laura Petersen Sent: Tuesday, December 13, 2022 3:19 PM To: smartel245@gmail.com Cc: 'Thomas Haynes AIA' Subject: Building Permit Application - 14 Whippoorwill Road Good afternoon, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office; Y Copy of general contractor's valid Westchester County Home Improvement License. f 2. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) V. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) 4. Building permit fee $750.00 (due once permit is issued and ready for pick-up) V5. Contractor must call UDig NY and get a ticket number. Please note the Westchester County Home Improvement license for Hirsch Fence that we have with the application has expired on November 18, 2022. Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Ioetersen(a)ryebrook.oro 1 � , �o� , �; i'� ;4 ��• �I y� )��, tss�► 3F�hti lye `� _`�S'hl �li:,t:_� _r.3s3!` '�:.1�:� s :.a!1i .h ...111111�j(!+t.4�_ y.: lljl�i��(`r)_ a+t �llli�'I y. ��{ ail A�• l�4V�J1LI�4 r ��YS IIW�1111 � 1 O y C__•�3 - �� //�� e�• y .D . N •r Flo a cCD �\ tn U 0 P r "ma ar / V CV = ' LU a •- O �, I � cr U) D L j ULu in 04 UJ of N a �e� � ,.� Qof .: O w X 4 Z (alas)s u O `cf�)►7 O �i y Q p Co` .,, • �� yam, � I `V y �ti4..�II;•"1. u ru., � VI U ❑ 'w f(f1� C. 0 \ \ to E -- E cti co w V U Go y 91 ti f(0)> ��F .Siys��'_�'pfe'711 1 +f ..,.`i 1 11 . . _•_ :e'll 1 Ij '.`},8i�"..i.fk_'� 1.+it:S;"_ :.�-� 4( 1 i1O)>'. � / IA��II �• , lr,A ••�� l�I A1��. .` �� w M dla- •JL•�/ �I�(A� A,• PaEe 1 of ACORO CERTIFICATE OF LIABILITY INSURANCE DATE 12/19/2022Y) " 1 211 912 0 2 2 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 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 endorsements . PRODUCER NAME, EIDMAN AGENCY INC. EIDMAN AGENCY INC. PHONE FAx 145 ROUTE 303 SOUTH (AIC.No,E.ti 845-353 4940 I(AIC,Not: 845 358-8205 WEST NYACK,NY 10994 E-MAIL AQRB.E5s INSURERS)AFFORDING COVERAGE NAIC M INSURER A:ATLANTIC CASUALTY INS. CO. INSURED ALBERT GROUP LANDSCAPING INC INSURERS. 22 KENT COURT WASHINGTONVILLE, NY 10992 w' 71, N/BURER D INSURER E. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS r.FRTIFIr'ATF MAY RF IRSI IFn OR MAY PFRTAIN THE INSIIRANr..F AFFnRnFn RY THE Pr11 Ir.IFR nFC('RIRFr1 HFRFIN IC St TA At I THE TFRMC EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRI 'AOOL SUBRI - -POLICY EFF -POLICY EXP - LTR TYPE OF MwRANCE WD POLICY NUMBER MMIDD_IY_YYYL 1-m-NILPON-YLY-L lGNnt A X I COMMERCIAL GENERAL UABLITY _EACH OCCURRENCE $ 1,000,000 IM CLAS-MADE a OCCUR L068027982-0 02/02/2022 02/02/2023 DAMAGE TO RENTS 100,00 PREMISES LEp occurrence : MED EXP(Arty or»Dam S 10.000 PERSONAL a ADV INJURY $ 1,000,000 GEWL AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 5 2,000,000 X POLICY(- ,JECT PRO- I LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY - -_ COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per penal) S ALL OWNED SCHEDULED BODILY INJURY(Per accrdaM) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE S MIRED AUTOS AUTOS f UMBRELLA LIAB OCCUR EACH OCCURRENCE f EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DID I I RI (ENTION $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN N ER AN�'I'It(n'ItiL IOR;PARINLR1EXECUTIVE EL EACH ACCIDFNI i5 OIIu:tkrA1EMBENEXCLUDED? ❑�NIA (Mandatory In NH) L t I Wd A!d 1 A I All9 I rvl I $ If ycs.describe under DESCRIPTION OF OPERATIONS below I IEL DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more specs Is required) POOL SALES, LANDSCAPE, GARDENING , MASONRY AND SWIMMING POOLS CERTIFICATE HOLDER CANCELLATION VILLRYE 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 ST RYE BROOK, NY 10573 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD e://veyebrookfp02/users/lpetersen/Documents/MyD/`2OPictures/lb.jpg 12/20/202 Page 1 o YTW Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a. Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Albert Group Landscaping Inc. 845-283-8787 22 Kent Ct, Washington, NY 10992 1 c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State, i.e.. a Wrap-Up Policy) Number 34-2044516 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Continental Indemnity Company Village of Rye Brook 31b.Policy Number of Entity Listed in Box 1a" 938 King Street 46-5879560102 Rye Brook.New York 10573 3c. Policy effective period 03/14/2022 to 03/14/2023 3d.The Proprietor,Partners or Executive Officers are ❑ included. (Only check box if all partners!officers included) XQ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York (NY) must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box"3c", whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers' Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Steven Diamond(President) (Print name of authorized representative or licensed agert cf insc-arcce carrier' Approved by: 5tew� � yX,drLG;i /Z�9/ZG2� (Signature) Title: Licensed Insurance Broker Telephone Number of authorized representative or licensed agent of insurance carrier: S 16-488-3040 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov e://veyebrookfp02/users/lpetersen/Documents/My%2OPictures/wc.jpg 12/20/20 Page I of 1 Ito K-ster George Latimer Director,Consumer Protection 0%%twheorr(aunt)1'%ecull%t I)ep-1111111101111 01'Consumer Protection Mine Improvement License HIRSCH FENCE INSTALL&DESIGN,LLC 747 ROUTE 9W VALLEY COTTAGENY-10989 �av This license is issued in accord,0 k%i i It Article icle X VI of the Wesiclicster Couniv Consumer Prowfion Code and is salid only upon presence of the official&p.Owlll s"' Plool'of6fi/enship or inuiiigwiioi;11aws is not required for iN,uance of this liccnNc. No I FOR FEDFRAL P1 JRVOSLS zz w I Constj License Number Date of Expiration WC-27282-H14 11IMM024 :44")iE e. i.i t it—t, I liv !." 1 l ?lotplkt fi . w I ` -:Hvryebrookfp02/users/lpetersen/Documents/My%2OPictures/licejpg 12/14/2022 nc RO" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) �� F10/28/2022 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 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 CONTACT Bill McCarthy McCarthy Insurance PHONE Exl).914 769 0417 F°X 914 769-0609 E-MAI378 Elwood Avenue ADDRESS. Bill@mccarthyinsurance.net Hawthorne NY 10532 INSURER(S)AFFORDING COVERAGE NAICN INSURER A: Preferred Mutual INSURED INSURER B: _ Hirsch Fence Install&Design LLC INSURER C: _ 747 RT 9W-Cottage#4 INSURER D: _ Valley Cottage,NY 10989 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 CONTRACT OR 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. INSR TYPE OF INSURANCE DL UB POLICY EFF POLICY EXP LTR POLICY NUMB LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $19000,000 IS A CLAIMS-MADE FX7 OCCUR DAMAGE TO RENTED 50 OOO X BOP0100721375 11/12/2021 11/12/2023 MEDEXP(Any oneperson) 5000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY PRO JECT ❑ LOC PRODUCTS-COMP/OP AGG $2,000,000 IOTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (Par accid,nt) S UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAR HCLAIMS-MADE AGGREGATE D D I I RE7ENTION WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y I N RTATIJTF ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICERIMEMBER EXCLUDED? N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE'$ Ues,describe under SCRIPTI N F OP TIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Fence Contractor Village of Rye Brook is Additional Insured Job Location: 14 Whippoorwill Road Rye Brook,NY 10573 CERTIFICATE HOLDER CANCELLATION Village of Rye Brook SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 King Street ACCORDANCE WITH THE POLICY PROVISIONS. Rye Brook NY10573 AUTHORIZED REPRESENTATIVE <CFP> ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Yo KR Workers' Certificate of Attestation of Exemption STATE Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit Hirsch Fence Install&Design LLC 747 Route 9w#4 From:Village of Rye Brook Valley Cottage,NY 10989-2452 PHONE:945-304-8622 FEIN:xxxxx0091 The location of where work will be performed is 14 Whippoorwill Road,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building pernnt are from October 28,2022 to December 28,2022. The estimated dollar amount of project is $10,001-$25,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Bruce Hirsch Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Bruce Hirsch,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,th above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability, paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compens o Board to the government entity listed above. SIGN Signature: Date: I yj/ HERE Exemption Certificate Number Received 2022-073360 October 28, 2022 NYS Workers'Compensation Board CE-200 01/2018 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, March 13, 2023 1:23 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 03/13/2023 13:21 To: VIL RYE BROOK PRIMARY Transmitted: 03/13/2023 13:22 00001 Ticket: 03133-000-905-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 14 To: Name: WHIPPOORWILL RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: LOCATE THE ENTIRE PROPERTY NearSt: COUNTRY RIDGE DR & FAIRLAWN PKWY Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL SWIMMING POOL, INSTALL IRRIGATION Estimated Work Complete Date: 06/16/2023 Depth of excavation: Site dimensions: Start Date and Time: 03/16/2023 07:00 Must Start By: 03/30/2023 ------------------------------------------------------------------------------ Contact Name: JAMES SNYDER Company: ALBERT GROUP LANDSCAPING INC Addrl: 22 KENT CT Addr2: City: WASHINGTONVILLE State: NY Zip: 10992 Phone: 845-283-8787 Fax: Email:Jamie@albertgroup.us Field Contact: JAMES SNYDER Alt Phone: 845-283-8787 Email: jamie@albertgroup.us Working for: MR AND MRS MARTELL ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 1 Laura Petersen From: Mike Izzo Sent: Monday, December 19, 2022 1:23 PM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, December 19, 2022 1:23:01 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 12/19/2022 13:21 To: VIL RYE BROOK PRIMARY Transmitted: 12/19/2022 13:23 00002 Ticket: 12192-000-849-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 14 To: Name: WHIPPOORWILL RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: ENTIRE YARD NearSt: COUNTRY RIDGE DR Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL POOL, INSTALL STORM WATER MANAGEMENT SYSTEM Estimated Work Complete Date: 05/01/2023 Depth of excavation: 8 FEET Site dimensions: Start Date and Time: 01/04/2023 07:00 Must Start By: 01/19/2023 ------------------------------------------------------------------------------ Contact Name: JAMES SNYDER Company: ALBERT GROUP LANDSCAPING INC Addrl: 22 KENT CT Addr2: City: WASHINGTONVILLE State: NY Zip: 10992 Phone: 845-283-8787 Fax: Email:jamie@albertgroup.us Field Contact: JAMES SNYDER Alt Phone: 845-283-8787 Email:jamie@albertgroup.us 1 • Working for: MR & MRS MARTEL ------------------------------------------------------------------------------ Comments: START TIME UNKNOWN Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 I 0 av z(n0O-vRz(n c o -va mcmzx me z � -0 goon Or-0 a m D � -< iT1 � X t�T rri c C);0 OrOn-tn O� il C� -a (n ;cD�cn O r n 7CZ-iZODT��;u x n � No I I� 0 Q @ "v D� -icn �z m:4v) m X -< my a0(nrnraam o - v� ar0� r r I D rri �m F2ZG) �L o x z o = r r m z '� z CP Mz 00c�M 0 Z -- n rTl m c� o n a a `. n O C7 --� -i -1 < --I :TJ - Z a rn ap G) a C �� M Z7 z � A rn c T�1 pD n�DpO z f" --I --I O N z z m m m z �s-e; M r-- O O I� M z m ��r�ZDVZr�O N U '-� " r —1 fTl trTl m = O -lj >rm-n0zM>0 a rn Z m r cnv, aav�" O �'n C I Z = Om mvm�O�mm W C-) m z Z rr�* � mmMm-1 a a zo --qm--ICcMo M 0 r Ocn--i�Dv�mmzZ C) 't,.. � O (�~� O C7 M -D -� OO O Z- 2 -< D N D O m D_ O C) Z -i v z 0 Z rn M z zD MOrzD>-c z M 'Tl m m X v �r zvmZrn� zc cn D M Z r z --1 O vcn Zn� ZitO� o O n n --I -� Z rnz cpn0�<DZ�(j) fTl nl r z v� OZ�rpOzz Om M z a� �'"zaalco-nmN m M n m �D z��r- -0 k-) 0 Mmo � nm cmm z -ICn�Z zm8� D �Mr 0� Da Om (n A N� r mo O g O � 0 0 -�-� cn c) z O 1 vr 'Z �ao�� X p r-- -- -P �! 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C D a a �K--1 a-0- v A w-<z c� zzv mm W (- M -1 -1 C04 Zw � a � O �mzm O D� = omm rn'<y D Cn m ITI nZ Opaa n C m�m� =D-i ZN NS v�� O0 D v v �cC �mo-� cn Ovm '� v , � 0-< z -v m = v 0mm 0tmnn.{ 0 m r K Domz c; R 210 Mm O>O Oc 4D c n z 2 Z O— r C Z H 9 N-0 0 R � O M rn a zcn apm- ��,. O a mcm 6-� rnC Rd ��a �v �Y �P �►� z O C n 0 0-r _i Zm v'< D m �O�D 0 _0z O mz0 � �} ''' C n � O a- i = a�0 ��c 3 a �cn<rS*I m -+ z c�c chi �z orn RIDS �.• O 0 C O rn " ..� Zm(n m rCM _ a y r m a O r= =Z a6 7C• O 0 z N N �-p� O�Zt*1 (n a pc—M AO �o MM Oc _ _ C m O Fpi s W O 0 m -� o (- C N 00 a00� v D 0 CZ 1*ICm mm (nm O m r iZ7 o mm� (nCa 5 a m o4_ A z =� wY ✓ s o — �M Cc (n Z �m o m cmn O mN °° z `° 4 m� -v o O m z -0WcK -/OQ nD �o mo �'~••� < c� O C� o -i 0 Ca cnm{�m Z a v"_ ox0r a K M mm Z 0 M m �a m Z �N r mN viva O rn m �r�0 v A" a Zr mm C c cn m O Z O r � Z r 0 Qi r O O� �� m (,) m zmm� O �m 0 o n m cn z v -< -< g Proposed In- round Pool at: 14 Whippoorwiffi Road, Rye Brook, NY — - -- - —_ — -— HAYNES ARCHITECTURE P.C. S GENERAL POOL NOTE AND REQUIREMENTS AS PER R326 OF THE PROJECT INFORMATION: SCOPE OF WORK: -- 287 BOWMAN AVENUE,SUITE 208 - - - - - 2020 RESIDENTIAL CODE OF NEW YORK STATE PURCHASE,NY 10577 OWNER: MR.&MRS.MARTEL -PROPOSED IN-GROUND POOL&SAFETLY FENCING ADDRESS: 14 WHIPPOORWILL ROAD -- __ P:info nfo 3.3s3s f:91 @ haynesdesigngroup.up.c3861 e: om RYE BROOK,NY R326.3.1 IN-GROUND POOLS.IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE WITH ANSI APSP/ICC 5(AMERICAN NATIONAL STANDARD FOR MATERIAL SPAMPLES.. RESIDENTIAL IN-GROUND SWIMMING POOLS, These docaments and all the ideas,arrangement,design, TELEPHONE: 917-846-4751 signs.and plans indicated thereon or presented thereby are - - R326,4.1 TEMPORARY BARRIERS.AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR CONSTRUCTION THAT owned by and remain the property of Thomas E.Haynes, EMAIL: LM E LDON@H OTMAI L.COM R.A.and no part thereat shah be hotsed b any person,firm, SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH SECTIONR326.421S PROVIDED or corporation for any purpose whatsoever except with the specific written permission of Thomas E.Haynes,R.A.All rights R326.411 HEIGHT-THE TOP OF THE TEMPORARY BARRIER T48INCHES(1219 MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM reserved - THE SWIMMING POOL. ARCHITECT: INSTALLED COPING EXAMPLE ONLY(NO PATIOS revisions: -- - R326.4.1.2 REPLACEMENT BY A PERMANENT BAR-RIER.A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER WITHIN EITHER OF THE NAME: HAYNES ARCHITECTURE PC-THOMAS HAYNES FOLLOWING PERIODS:1.90 DAYS OF THE DATE OF ISSUANCE OF THE BUILDING PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL,OR 90 DAYS ADDRESS: 287 BOWMAN AVENUE,SUITE 208 u, � L I»t OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL, PURCHASE NEW YORK 10577 R326.4.2.1 BARRIER HEIGHT AND CLEARANCES.THE TOP OF THE BARRIER SHALL BE NO LESS THAN 48 INCHES(1219MM)ABOVE GRADE MEASURED ON THE SIDE OF THE ' TELEPHONE: 1-(914)-963-3838 BARRIER THAT FACES AWAY FROM THE SWIMMING POOL,THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE NOT GREATER DATE APPRO THAN 2 INCHES(51 MM)MEASURED ON THE SIDE OF THE BARRIER THAT FACES AWAY FROM THE SWIM-MING POOL.WHERE THE TOP OF THE POOL STRUCTURE IS EMAIL: TJ@HAYNESDESIGNGROUP.COM a ABOVE GRADE,THE BARRIER MAY BE AT GROUND LEVEL,OR MOUNTED ON TOP OF THE POOL STRUCTURE.WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE BARRIER SHALL COMPLY WITH SECTIONS R326.4.2.2 AND R326.4.2.3.[NY]R326.4.2.2 SOLID BARRIER SURFACES,SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTA-TIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOL-ERANCES AND TOOLED MASONRY JOINTS.[NY] --- - --- - - R326.4.2.3 CLOSELY SPACED HORIZONTAL MEM-BERS,WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS LESS THAN 45 INCHES(1143MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE LO('`/+TI O N M J1 P.NOT TO S(,AL E FENCE.SPACING BETWEEN VER-TICAL MEMBERS SHALL NOT EXCEED 13/4 INCHES(44 MM)IN WIDTH.WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTI-CAL oknnig VI� I 1 C MEMBERS,SPACING WITHIN THE CUTOUTS SHALL BE NOT GREATER THAN 1314INCHES(44 MM)IN WIDTH.[NY]R326.4.24 WIDELY SPACED HORIZONTAL MEM-BERS. WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES (1143 MM)OR MORE,SPACING BETWEEN VERTICAL MEMBERS SHALL BE NOT GREATER THAN 4 INCHES(102 MM).WHERE THERE ARE DECO-RATIVE CUTOUTS WITHIN j VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL BE NOT GREATER THAN 1314INCHES(44 MM)IN WIDTH.[NY]R326.4.2.5 CHAIN LINK DIMENSIONS.MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2114 INCH(57MM)SQUARE,UNLESS THE FENCE HAS VERTICAL SLATS FASTENED AT THE TOP OR THE BOTTOM WHICH REDUCE THE OPENINGS TO NOT MORE THAN 13/4 INCHES(44 MM).[NY]R326.4.2.6 DIAGONAL MEMBERS.WHERE THE BAR-RIER IS COMPOSED OF DIAGONAL AS-BUILT/FINAL SURVEY MEMBERS,THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NOT GREATER THAN 13/4 INCHES(44 MM). - FINAL INSPECTION R326.4.27 GATES.GATES SHALL COMPLY R326.4.2.1 THROUGH R326.4,2.6,AND WITH THE FOLLOWING REQUIREMENTS:[NY]R326.4.2.7.1 SELF-CLOSING AND OPENING CON-FIGURATION.ALL GATES SHALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD,AWAY FROM THE Personal Tramog POOL.[NY] of wPst'h'h10 Ca R326.4.2.7,2 LATCHING,ALL GATES SHALL BE SELF-LATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE(I.E.,ON THE POOL SIDE OF THE ENCLOSURE) project title: 0 yFyFEll --- - - ---- - AND AT LEAST40INCHES(1016 MM)ABOVE GRADE.IN ADDI-TION,IF THE LATCH HANDLE IS LOCATED LESS THAN 541NCHES(1372 MM)FROM GRADE,THE LATCH HANDLE SHALL BE LOCATED AT LEAST 3 INCHES(76 MM)BELOW THE TOP OF THE GATE,AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING ��*n6 GREATER THAN 0.5 INCH(12.7 MM)WITHIN 18 INCHES(457 MM)OF THE LATCH HANDLE.[NY]R326.4.2.7.3 LOCKING.ALL GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHERCHILD-PROOF LOCK SUFFICIENT TO PREVENT ACCESS TO THE SWIMMING POOL THROUGH SUCH GATE WHEN THE SWIM-MING POOL SAMPLE O F TRAQVE RT I N E STONE CO P I N G ARO U N D P00 L IS NOT IN USE OR SUPERVISED.[NY]R326,4.2.8 DWELLING WALL AS BARRIER.A WALL OR W:iLS OF A DWELLING MAY SERVE AS PART OF THE BARRIER,PROVIDED THAT THE WALL OR WALLS MEET THE APPLICABLE BAR-RIER REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGHR325.4.2.6,AND ONE OF THE FOLLOWING JFR BIISfneS5e5 ) CONDITIONS SHALL BE MET:1.A)DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM THAT PRODUCES AN Q •14 Bhpp onvilp873 atent' STONE HARDSCAPES-NATRURAL STONE PAVER SELECTIONS-TRAVERTINE AUDIBLE WARNING WHEN THE DOORAND/OR ITS SCREEN,IF PRESENT,ARE OPENED.THE ALARM SHALL BE LISTED IN ACCORDANCE WITH UL2017.THE AUDIBLE ALARM SHALL ACTIVATE WITHIN7 SECONDS AND SOUND CONTINUOUSLY FOR MINI-MUM OF 30 SECONDS AFTER THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE COLOR:SILVER z ad OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES.THE ALARM SHALL AUTOMATICALLY RESET �p �orr`�ae UNDER ALL CONDITIONS.THE ALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,TO TEMPO-RARILY DEACTIVATE THE ALARM FOR A SINGLE OPEN-ING,DEACTIVATION SHALL LAST FOR NOT MORE THAN15 SECONDS;AND B)OPERABLE WINDOWS IN THE WALL OR WALLS USED ASA N cp a lea Z% BARRIER SHALL HAVE A LATCHING DEVICE LOCATED NO LESS THAN 48 INCHES ABOVE TH:FLOOR.OPEN-INGS IN OPERABLE WINDOWS SHALL NOT ALLOW A eyw' r �o tie`" 4-INCH-DIAMETER(102 MM)SPHERE TO PASS THROUGH THE OPENING WHEN THE WINDOW IS IN ITS LARGEST OPENED POSITION;AND C)WHERE THE DWELLING IS O s 1 d i as I POEM WHOLLY CONTAINED WITH IN THE POOL BARRIER OR ENCLOSURE,ALARMS SHALL BE PROVIDED AT EVERY DOOR WITH DIRECT ACCESS TO THE POOL;OR O "r s ti�a U�J 2,OTHER APPROVED MEANS OF PROTECTION,SUCH AS SELF-CLOSING WITH SELF-LATCHING DEVICES,SO LONG AS THE DEGREE OF PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE.[NY]R326.4.2,8.1 ALARM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE O y! Ryeereok Firehouse®'?r DEACTIVA-TION SWITCH SHALL BE LOCATED 54INCHES(1372 MM)OR MORE ABOVE THE THRESHOLD OF THE DOOR.IN DWELLINGS REQUIRED TO BE ACCESSIBLE �y UNITS,TYPE A UNITS,OR TYPE B UNITS,THE DEACTIVATION SWITCH SHALL BE LOCATED 48 INCHES(1219 MM)ABOVE THE THRESHOLD OF THE DOOR, Fill 3 v R R326,4.4 PROHIBITED LOCATIONS.BARRIERS SHALL BE LOCATED SO AS TO PROHIBIT PERMANENT STRUCTURES,EQUIPMENT OR SIMILAR OBJECTS FROM BEING USED • L=. r_ .a Printkey/TaxID:129.60-1-18 SUBJECT PROPERTY: TO CLIMB THE BARRIER. 14 WHIPPOORWILL ROAD R326.5 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS.SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION o 2!ZONE: R-15 THROUGHOUT THE POOL OR SPA.SINGLE-OUTLETSYSTEMS,SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTI-PLE SUCTION OUTLETS,WHETHER ISOLATED t RYE BROOK,NY BY VALVES OR OTHERWISE,SHALL BE PROTECTED AGAINST USER ENTRAPMENT. L� O NR326,5.1 COMPLIANCE.SUCTION OUTLETS SHALL BEDESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIRE-MEATS OF CPSC15USC 8003 AND O ANSI/APSP/ICC TWHERE APPLICABLE. O D RAW I N G LIST: - R326.6 SUCTION OUTLETS,SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR SPA.SINGLE-OUTLET SYSTEMS, 0 SUCH AS USER AUTOMATIC VACUUM CLEANER SYS-TEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE PROTECTED • SHEET: TITLE: R326.6.1 COMPLIANCE ALTERNATIVE.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSIIAPSP/ICC TDO NOT PRINT THIS MATERIAL ^, A.01 LOCATION PLAN I GENERAL NOTES CONTAINS INFORMATION IS PROPRIETARY TO AND COPYRIGHTED BY INTERNATIONAL CODE COUNCIL,INC.THE INFORMATION COPYRIGHTED BY THE W` A.02 PLOT PLAN 1 NOTES IMARKS A IIOICNAL C.CODELL COUNCIL HTS RESERC.HAS BEEN OBTAINED AND REPRODUCED WITH PERMISSION.THE ACRONYM"ICC°AND THE ICC LOGO ARE TRADEMARKS AND SERVICE O /. L�.L/. A"03 DETAILS R326.6.2 SUCTION FITTINGS.POOL AND SPA SUCTION OUT-LETS SHALL HAVE A COVER THAT CONFORMS TO ANSI/ASMEA112.19.8,OR AN 18 INCH BY 23 INCH(457 MM BY 0 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 584MM)DRAINGRATEORLARGER,ORANAPPROVEDCHANNELDRAINSYSTEM,EXCEPTIORSURFACESKIMMERS. �r A.04 PHOTOGRAPHS -- - - - - R326,6.3 ATMOSPHERIC VACUUM RELIEF SYSTEM REQUIRED.POOL AND SPA SINGLE-OR MULTIPLE-OUTLET CIRCULA-TION SYSTEMS SHALL BE EQUIPPED WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE _ ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS LOCATED THEREIN BECOME MISSING OR BROKEN.THIS VACUUM RELIEF SYSTEM SHALL INCLUDE AT LEAST ONE R E:`V ISEQ - GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM: _' WIND ICE BARRIER FLOOD AIR MEAN APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN,AS FOLLOWS:1.SAFETY VACUUM RELEASE SYSTEM CONFORMING TO ASMEA112.19.17;OR 2. PI ANSs SNOW SPEED TOPOGRAPHIC SPECIALWIND WIND-BORNE DESIGN WEATHERING FROST LINE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL LOAD Ps TERMITE AN APPROVED GRAVITY DRAINAGE SYSTEM. I SAP MI5 Zf)z2 (�(MPH) EFFECTS DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED INDEX TEMP, DATiED, 30 120 NO YES NO B SEVERE 42" MODERATE 5deg.F YES sEE 15M 52deg.F R326.6.4 DUAL DRAIN SEPARATION.SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS HAVE A MINIMUM OF TWO SUCTION OUTLETS OF THE APPROVED TYPE.A THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE TO HEAVY BELOW MINIMUM HORIZONTAL OR VERTICAL DISTANCE OF3 FEET(914 MM)SHALL SEPARATE THE OUT-LETS.THESE SUCTION OUTLETS SHALL BE PIPED SO THAT WATER IS VILLAGE OF RYE BROOK MUNICIPAL CODE FLOOD HAZARDS: DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A VACUUM-RELIEF-PROTECTED LINE TO THE PUMP OR PUMPS. A.FIRST CODE DATE OF ADOPTION JULY 9,1980 B.DATE OF FLOOD INSURANCE STUDY JAN,211998 R326.6.5 POOL CLEANER FITTINGS.WHERE PROVIDEDNACUUM OR PRESSURE CLEANER FITTING(S)SHALL BE LOCATED IN AN ACCESSIBLE POSITIONS)AT LEAST 6 C.MAP PANEL NUMBERS 36119CO307F THROUGH 36119CO338F EFFECTIVE SEPT.28,2007 INCHES(152 MM)AND NIOT MORE THAN 12 INCHES(305 MM)BELOW THE MIN IMUM OPERA-TIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER(S). GENERAL NOTE S THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2020 RESIDENTIAL R326.7 SWIMMING POOL AND SPA ALARMS,APPLICABIL-ITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUB-STANTIALLY MODIFIED AFTER CODE OF NEW YORK STATE DECEMBER 14,2006,SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM.POOL ALARMS SHALL COMPLY WITH ASTM F2208(STANDARD SPECIFICATION FOR POOL ALARMS),AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THIS SECTION.EXCEPTIONS:1.A HOT Sea[:Architect Thomas E.Haynes original 07-21-2022 2020 RESIDENTIAL CODE OF NEW YORK STATE TUB ORSPAEQUIPPED WITH ASAFETY COVERWHICH COMPLIES WITH ASTM F1346.2.ASWIMMING POOL(OTHER THAN A HOT TUB OR SPA)EQUIPPED WITH AN filing date: 0 AUTOMATIC POWER SAFETY COVER WHICH COMPLIES WITH ASTM F1346. ,`�PEO AAC+ THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2020 BUILDING REGULATION ALLOWED/REQUIRED EXISTING PROPOSED R326.7 ' __ �5 BPSE.N�y S,� drawnb .1 MULTIPLE ALARMS.A POOL ALARM MUST BE CAPABLE OF DETECTING ENTRY INTO THE WATER AT ANY POINT ON THE SURFACE OF THE SWIMMING POOL. ;��,z 2�fi� checkedd by: CODE OF NEW YORK STATE AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE- _ - -_ _-- IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THESWIMMING POOL,MORE THAN ONE POOL ALARM SHALL BE ~ "1 drawing no.: APPENDIX J FOR EXISTING BUILDINGS Use/OCCUPANCY 1-FAMILY 1-FAMILV NO CHANGE PRO-VIDED. HEIGHT/FIRE AREAS 2.5 STORY 2.5 STORY NO CHANGE R326.7.2 ALARM ACTIVATION.POOL ALARMS SHALL ACTI-VATS UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND POOLSIDE AND INSIDE THE DWELLING. 370 �OQ THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2020 ENERGY TYPE OF CONSTRUCTION TYPE5-B TYPE 5-8 NO CHANGE R326.7.3 PROHIBITED ALARMS.THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS SECTION. CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE Jo BER: 2181 A.01 i Sr HEDULE OF DIMENSIONAL REGULATIONS SITE WORK NOTES: RESIDENTIAL USE R-I5 ZONE SITE WORK GENERAL NOTES: LOT i Fsu1_K REOURL 1ENTS 1 REoUIRED FX15TIIVG� PROPoSrD 1, ALL EXTERIOR CONCRETE TO BE 3,500 PSI(MIN.) PROPOSED 48"HIGH CHAIN LOT AREA(Sa Fr.) 2. ALL PROPERTY LINE LOCATIONS TO BE STAKED OUT AND VERIFIED PRIOR TO COMMENCEMENT -- �- LINK FENCE ALONG LEFT, 0Oo 8 g61.2i NO CHANGE OF WORK.PROPOSED DRIVEWAY ENLARGEMENT TO REMAIN A MIN.OF 3'-0"TC SIDE PROPERTY REAR AND RIGHT SIDE LOT -- - - - LINE LINES AS SHOWN-SEE LOT FRON rArE(FEET) 75' i50 NO CHANGE 3. NO WORK TO TAKE PLACE BEYOND EXISTING PROPERTY LINES INCLUDING POURED CONCRETE WIRE FENCE _ - _._-- FOOTINGS _ REMAINS DETAIL FRONT YARD(FEET 40' 42.11' NO CHANGE 4. ALL CONCRETE FOOTINGS TO BE A MINIMUM OF 42'BELOW FINISHED GRADE -_-. - 5. NEW WALL FOOTING AT EXISTING DWELLING TO BE STEPPED DOWN TO LEVEL OF EXISTING HOUSE FOOTING AND DOWELED INTO EXISTING AS REQUIRED-SEE DETAILS IF REQUIRED. x REAR YARD(Peer) 40' 91331 No GHANre HAYNES ARCHITECTURE P.C. 6. NO RETAINING WALL MAY EXCEED 6-D"IN HEIGHT AND SHALL BE VERIFIED IN THE FIELD AND PROPOSED 54"HIGH CHAIN n- - O o I o 2 S ls'/4O' 15.05'/�5 58' ; NO c HANOE COORDINATED WITH EXISTING/PROPOSED GRADES, I SIDE YARD;FIRST/COMBINED(FEET) 14 N 4 6 3 4 3 0 E 7. ANY PROPOSED CULTEC UNITS(IF REQ'D)TO MAINTAIN 10`-0"MIN.FROM ALL PROPERTY LINES 287 BOWMAN AVENUE,SUITE 208 - No GHANGF 8. ARCHITECT TO BE NOTIFIED OF ANY FOUND DISCREPANCIES. PURCHASE,NY 10577 REAR AND RIGHLINK FENCE T SIDE LOT NG LEFT, z 130.39 No a ANc e - --- GMAXIIIIUM OVERA6L PERVIOU5 1 FOR 2000OT5 16,001 to ! p:914.963.3838 f:914.963.3861 EROSION CONTROL GENERAL NOTES: I 30 FEET 24+/-FEET LINES AS SHOWN-SEE r --c�--�- o�- 0- �,OFr+(2%0.24x 5,15�5o.FT 5515.0'0FT 1, ALL EROSION CONTROL AND SEDIMENT CONTROL PRACTICES DURING CONSTRUCTION SHALL BE e:info @ haynesdesigngroup.com DETAIL- --- - - -�- - OI 25%)=740.0.5560 INSTALLED IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL BEST MANAGEMENT 60FT 6300,0 5 F, PRACTICES MANUAL 1991 EDITION,NYS DEC's REDUCED IMPACTS OF STORM WATER RUNOFF These documents and at f the ideas,arrangement,design, 10'MIN. - -- - --- - - - � � FROM NEW DEVELOPMENT,WESTCHESTER COUNTY D.E.C.AND CITY OF YONKERS REGULATIONS, signs.and plans indicated thereon or presented thereby are 2. EROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL HAVE THE FOLLOWING: owned no and drt main the f snarl be u utilized Thomas E.Haynes, EROSION CONTROL AND BARRIERS SILT FENCES AND/OR HAY BALES p v person,firm. the DRYWELL CALCULATIONS. • s bathe purposTho whatsoever except R.A.win PROPOSED(2)CULTEC RECHARGER •SEDIMENT TRAPS pecificw written permission of Thomas E.Haynes,R.All rights - - •SOILSTABILIZATION reserved 330XL STORMWATER CHAMBER I / i PROPOSED: •TRACK PADS(CONSTRUCTION ENTRANCE) 2"x42'LONGDRAIN P SOIL STOCKPILE •DUSTCONTROL revisions: -CONNECT POOL COPING DRAIN TO LO LINEAR QUAKER -'t- - AREA-SEE DETAIL POOL: 616.66 SQ.FT. •SOIL STOCKPILE AREAS RINGED WITH SILT FENCE Q O � 3. A TRUCK CONSTRUCTION ENTRANCE PAD SHALL BE INSTALLED AT THE CONSTRUCTION SITE DRAIN BY FRANK WALL O 4Or 1 X.166 RUNOFF INCH, ENTRANCE TO REMOVE SEDIMENT CAPTURED ON THE TRUCKS ENTERING AND LEAVING THE SITE. CHAMBERS WITH SCHEDULE 40 PVC PROPOSED IN-GROUND --- SEE EROSION CONTROL DETAILS FOR ADDITIONAL INFORMATION. LEADERS-TYP.HOLD CULTEC UNITS I - =102.36CU.FT. 4. AREAS NOT SUBJECT TO ONGOING EARTHWORK OR CONSTRUCTION,SOILSARETOBE SEEDED _1_5 FIBERGLASS POOL r AND MULCHED TO REDUCE THE AMOUNT OF SOILS EXPOSED TO RAINFALL. A MINIMUM OF 10.0'FROM ALL MI 'O PROPOSED SILT FENCE E DURING PERIODS WHEN SOILS BECOME DRY AND SUBJECT TO BECOME AIRBORNE,WATERING PROPERTY LINES AND STRUCTURES MANUFACTURER:LEISURE POOLS T / AROUND ENTIRE PROVIDED: SHALL BE UTILIZED TOSPRAYAND MOISTEN THE SOILS,(SUBJECTTO DROUGHTWATERING MODEL:THE PINNACLE(40.0'X 15.4111 RESTRICTIONS). CONSTRUCTION AREA (2)CULTEC RECHARGER 330XL 6. EXPOSED SOIL STOCKPILE AREAS TO BE RINGED WITH FILTER FABRIC FENCING.STOCKPILES PROPOSED 60"X 18" -__ ___-.-- /*�* -SEE DETAIL n SHALL NOT BE LOCATED WITHIN 50 FEET OF SLOPES,ROADWAYS OR DRAINAGE FACILITIES.ALL BLUESTONE STEPPING - -- - �' W/18 GRAVEL BASE =184.6 SQ.FT. * EXPOSED SOIL STOCK PILES SHALL BE COVERED AT THE END OF EACH DAY TO PREVENT SOIL STONES WITH GRASS IN z I ,.= EROSION AND SOIL LOSE FROM RAINFALL EVENTS. BETWEEN - -- I \ --- - 7. ALL EXPOSED MASS EXCAVATION AREAS AND OPENING TRENCH AREAS SHALL BE COVERED AT *5 / = THE END OF EACH DAY TO PREVENT SOIL EROSION AND SOIL LOSE FROM RAINFALL EVENTS.CUT .� � �_3.S r � REQUIRED: 102.36 SQ.FT. LOCATION OF PROPOSED _rr �-I 8 15.8 5 p q �+ / AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER TO MINIMIZE EROSION POOL EQUIPMENT ON4'-0"X W /* PROPOSED: =184.6SQ•FT. V 8, OFF SITE PAVED ROADWAYS SHALL BE KEPT CLEAN AT ALL TIMES. 8'-0"LONG 4"THK.3,500 PSI 9. ALL CATCH BASIN INLETS AND TRENCH DRAINS SHALL BE PROTECTED WITH HAY BALES. 10. ALL DEWATERING OPERATIONS SHALL DISCHARGE THROUGH A SOIL EROSION AND SEDIMENT POURED CONCRETE PAD Wl O 37 CONTROL FACILITY. 6-6t0fi 0 W.W.M.OVER 4" O EXIST. 2�h 11.SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON A GRAVEL BASE MAINTAIN O Vu DAILY BASIS TO INSURE THAT TEMPORARY AND PERMANENT DITCHES,PIPES AND STRUCTURES -O ARE CLEAN OF DEBRIS,THAT EMBANKMENTS AND BERMS ARE NOT BREACHED,AND THAT ALL 10.0'MIN.TO PROP.LINE 1 EXISTING DECK / HAY BALES ARE INTACT, 12. DUST SHALL BE CONTROLLED BY SPRINKLING OR OTHER APPROVED METHODS, ALUMINUM FENCE FACING PATIO - EXCAVATION AND GRADING GENERAL NOTES: THE STREET --- - 1 of n � 1. THE SITE CONTRACTOR IS TO PROVIDE ALL LABOR MATERIALS,TOOLS AND EQUIPMENT FOR project title: _-._. M EARTHWORKAS INDICATED ON THEAPPROVED DRAWINGS. MIN. (_ 2. THE SITE CONTRACTOR IS TO EXAMINE EXISTING SITE CONDITIONS,SOIL CHARACTERISTICS, PROPOSED 36"WIDE X 54" Of t,J) CONTOURS,TREE AND UTILITY LOCATIONS,AND OTHER OBSTRUCTIONS THAT MAY BE HIGH OUTWARD SWINGING 50' 0 /U PROPOSED 54"HIGH CHAIN ENCOUNTERED ON THE SITE DURING EXCAVATION. ALUMINUM GATE-GATE TO DOOR#1 0 - LINK FENCE ALONG LEFT, 3. CLEARING AND GRUBBING:THE ENTIRE SITE IS TO BE CLEARED OF ALL VEGETATION,RUBBISH, BE SELF CLOSING WITH (2ND FLOOR) DOOR#4 o REAR AND RIGHT SIDE LOT FENCES,ABANDONED UNDERGROUND PIPING AND OBSTRUCTIONS. DOOR#2 4. REMOVE ALL STUMPS,ROOTS AND DEBRIS TO A DEPTH OF 24'IN THE AFFECTED AREA. SELF-LATCHING MECHANISM LtJ _ / LINES AS SHOWN-SEE 5. STRIP ALL TOPSOIL AND ORGANIC SOILS FROMTHE SITE.STOCKPILE AWAY FROM THE BUILDING -SEE MAGNA-LATCH V DETAIL - SITE AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT.DO NOT BURY NOTE:DOORS#1,#2#3&#4 ARE WITHIN AREA NOTE:SPA/POOL MUST BE EQUIPPED WITH AN APPROVED TYPE POOL ALARM WHICH IS CAPABLE OF SPECIFICATIONS - BASES OF TREES SCHEDULED TO REMAIN,PROTECT TREES TO REMAIN AS REQUIRED DETECTING A CHILD ENTERING THE WATER AND GIVING AN AUDIBLE ALARM WHEN R DETECTS A CHILD Fc) OF ENCLOSED POOL!SPA-DOORS TO BE ( ENTERING THE WATER; 6. EXCAVATING AND TRENCHING OF UTILITY LINES IN LOCATIONS INDICATED ON THE SITE PLAN ALARMED-SEE DOOR ALARM SPEC-ALARM IS O Q IS AUDIBLE PCOLSIDE AND AT ANOTHER LOCATION ON THE PREMISES WHERE THE SPAISWIMMING POOL DEPTHS TO BEAS REQUIRED FOR FROST PROTECTION,PITCH AND UTILITY COMPANY �y (V O /+v IS LOCATED REQUIREMENTS. �V IN COMPLIANCE WITH R326.5.3.(9)&R326.7 I� � IS NOT AND ALARM DEVICE WHICH IS LOCATED ON PERSONS)OR WHICH IS DEPENDANT ON DEVICE(S) 7. GRADE AREA TO ROUGH GRADES SLOPED PER SITE PLAN GRADING.SUB GRADES ARE TO BE 6' V LOCATED ON PERSON(S)FOR ITS PROPER OPERATION O /" oo -A SPA/POOL ALARM MUST BE CAPABLE OF DETECTING ENTRY INTO THE WATER AT ANY BELOW LAWNED AREAS,AND 6"BELOW ASPHALTIC PAVEMENTS,SEE BACK FILLING AND EXISTING Q W(O� POINT ON THE SURFACE OF THE SWIMMING POOL.IF NECESSARY TO PROVIDE DETECTION COMPACTION NOTES FOR ADDITIONAL INFORMATION. O DWELLING EXISTING 2-STY DWELLING 4Z ( v,`// CAPABILITY AT EVERY POINT ON THE SURFACE OF THE SPA/SWIMMING POOL,MORE THAN 8. EXCAVATE FOR BUILDING FOUNDATION IN AREA INDICATED ON THE SITE PLAN BOTTOM OF O O /// ONE POOL ALARM MUST BE INSTALLED. FOOTING ELEVATIONS ARE AS INDICATED ON THE CONSTRUCTION DOCUMENTS.SOIL AT BOTTOM - Q POOL ALARMS ARE NOT REQUIRED IN: OF FOOTING TO BE ACCEPTABLE,UNDISTURBED SOIL OF BEARING CAPACITY INDICATED. a #14 �1! r A HOT TUB OR SPA EQUIPPED WITH A SAFETY COVER cPART1228.IHTM>OR � y n Q /0 W ANY SWIMMING POOL(OTHER THAN A HOT TUB OR SPA)EQUIPPED WITH AN AUTOMATIC 9, IF SOIL AT BOTTOM OF FOOTING ELEVATION IS NOT SUITABLE FOR BEARING OF FOOTING, /�.2 ,, «j POWER SAFETY COVER<PART1228.HTM> REMOVE SOIL AS REQUIRED AND BACK FILL WITH APPROVED FILL AND COMPACT TO 95%OF / +� �' SPECIFIC SWIMMING POOL ALARM REQUIREMENTS CAN BE FOUND IN 19NYCRR PART 1228 MAXIMUM DENSITY. J cPART1228.HTM>OR IN THE DOS DOCUMENT TITLED"CURRENT REQUIREMENTS FOR 10. AT THE APPROPRIATE TIME,THE SITE CONTRACTOR IS TO SPREAD STOCKPILED TOPSOIL OVER \ SWIMMING POOLS CONTAINED IN THE UNIFORM FIRE PREVENTION/AND BUILDING CODE(THE DISTURBED AREAS TO A MINIMUM THICKNESS OF 6"AFTER COMPACTION.GRADE TO MEET ICI Q� 'UNIFORM CODE')^ FINISHED GRADES AS INDICATED ON THE SITE PLAN,TOPSOIL IS TO BE FREE OF ROCKS LARGER I� 7 // \ ------ ALUMINUM FENCE FACING THAN 3in.IN DIAMETER,TREE ROOTS,STUMPS AND OTHER UNACCEPTABLE DEBRIS. O L`!\ f THE STREET 11. ANY REMAINING SUB SOIL OR TOPSOIL FROM EXCAVATION PROCESS IS TO BE LEGALLY ee \ NOTE:METHODS OF FILTER BACKWASH MATERIAL DISPOSAL SHALL BE DISPOSED OF OFF SITE. \\ PROVIDED BY MANUFACTURER - �\ �_ 12 SEED DISTURBED AREAS WITH SEED MIXTURE AS INDICATED ON THE SITE PLAN. VJJ STONE 150 _ BACKFILLING AND COMPACTED FILL GENERAL NOTES: F[A REA=15728.64±SQ.FT, / O NOTE:POOL IS TO BE IN WITH ANSIINSPI-5 SEE O CURB CRES=0.3611 t Q \ MANUFACTURER'S DRAWINGS FOR CERTIFICATION 1. PLACEMENT OF FOOTING TO BE ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2000 PROPOSED 36"WIDE X 54" - -- --- PSF OR APPROVED COMPACTED FILL AS OUTLINED BELOW. O 8865 P304 2. PLACEMENT OF FLOOR SLABS AND PAVEMENTS ARE TO BE PLACED ON COMPACTED FILL AT 95%OF QHIGH OUTWARD SWINGING NOTE:POOL SHALL BE IN COMPLIANCE WITH R326:6 ENTRAPMENT PROTECTION AT POOLS AND SPAS TO PROTECTED AGAINST USER ENTRAPMENT..-SEE MAXIMUM DENSITY COMPLYING WITH ASTM D1557.LAWN AND UNPAVED AREAS ARE TO HAVE BL 129.601 18 ALUMINUM GATE-GATE TO MANUFACTURER'S DRAWINGS AND/OR SPECS FOR CERTIFICATION COMPACTED FILL OF 90%OF MAXIMUM DENSITY.PROVIDE MAXIMUM PERCENTAGE OF DENSITY ASM 12709 LOT 13 BLK C BE SELF CLOSING WITH - 7 SPECIFIED. � ~ 3. BACK FILLING AND COMPACTION AT FOUNDATION WALLS AND PIERS ARE TO BE PERFORMED ON / / SELF-LATCHING --- EACH SIDE SIMULTANEOUSLY.DIFFERENCES IN FILL ELEVATIONS ARE NOT TO EXCEED 8'ON EITHER �C MECHANISM-SEE VILLAGE OF RYE BROOK SITE PLAN NOTES: � SIDE OF THE FOUNDATION AT ANY TIME. 0 _> MAGNA-LATCH THE VILLAGE ENGINEER MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES IF 4. BACKFILLING AGAINST BASEMENT FOUNDATION WALLS SHALL NOT BE DONE UNTIL CONCRETE OR - SPECIFICATIONS DEEMED APPROPRIATE TO MITIGATE UNFORESEEN SILTATION AND EROSION OF MORTAR HAS CURED AT LEAST 7 DAYS AND THE BASEMENT SLAB AND FIRST FLOOR DECK IS 0 Cn I s DISTURBED SOILS INSTALLED,OR IF THE CONTRACTOR PROPERLY BRACES THE BASEMENT WALLS TO RESIST THE SOIL t Q 0 79.33 PRESSURES OF THE BACKFILLING OPERATIONS. y y s 5. AT NO TIME SHALL BULLDOZER,CONCRETE TRUCKS OR OTHER HEAVY EQUIPMENT BE PERMITTED S 4 6°3/I 30 ,n J p.0•B, 15.8 5 I� THE VILLAGE ENGINEER EREFORR REVIEW PRIOR OOISSUANCE OF CERTIFICATE EI OF D TO TO APPROACH FOUNDATION WALLS CLOSER THAN 8'-0". V `t v v 6. SOILS FOR BACK FILLING AND COMPACTION ARE TO BE FREE OF ORGANIC MATERIAL,ROCK OR OCCUPANCY LUMPS GREATER THAN 6",OF PREDOMINATELY GRANULAR NON-EXPANSIVE SOILS,FREE OF ROOTS 129.72 ` 1 2 9.7 2' AND OTHER DELETERIOUS MATTER SUBJECT TO THE APPROVAL OF THE SOILS ENGINEER AND -THE APPLICANT SHALL NOTIFY THE BUILDING DEPARTMENT OR VILLAGE ENGINEER IN ARCHITECT. WRITING AT LEAST 48 HOURS BEFORE ANY OF THE FOLLOWING SO THAT ANY 7. SOIL MOISTURE TO BE WITHIN OPTIMUM MOISTURE CONTENT BEFORE COMPACTING MOISTEN OR AERATE EACH LAYER TO PROVIDE OPTIMUM MOISTURE CONTENT.ANY SOIL WHICH IS TOO WET TO rY INSPECTIONS MAY PERFORMED: a1w , am \ arw aw O COMPACT MUST BE REMOVED,STOCKPILED AND SPREAD AND ALLOWED TO DRY PRIOR TO START OF CONSTRUCTION,INSTALLATION OF SEDIMENT AND EROSION CONTROL PLACEMENT. MEASURES,COMPLETION OF SITE CLEARING,COMPETITION OF ROUGH GRADING, 8, PLACE BACK FILL IN LAYERS NOT TO EXCEED 8"IN LOOSE DEPTH. INSTALLATION OF SMPs,COMPLETION OF FINAL GRADING AND STABILIZATION OF 9. DO NOT PLACE BACK FILL MATERIALS ON SURFACES THAT ARE MUDDY,FROZEN OR CONTAIN FROST ASPHALT 10.IF REQUESTED BY THE ARCHITECT PROVIDE THE SERVICES OF A CONSTRUCTION SOIL ENGINEERED PLOT PLAN/SITE WORK DISTURBED AREAS,CLOSURE OF CONSTRUCTION,COMPLETE OF FINAL LANDSCAPING To DO ONE FIELD SOIL DENSITY TEST FOR EVERY 2000 S.F.OF PAVED AREA,BUT NOT LESS THAN 3 CURB WHIPPOORWILL ROAD AND SUCCESSFUL ESTABLISHMENT OF LANDSCAPING. TESTS.PROVIDE TO THE ARCHIT WRITTEN REPORT PREPARED THE SOIL ENGINEER CERTIFYING THAT THE COMPACTIONION R REQUIREMENTS HAVE BEEN OBTAINED. NED.STATE IN THE REPORT THE OWNER OR OPERATOR SHALL HAVE A QUALIFIED INSPECTOR INSPECT AND THE AREA OR FILL OR EMBANKMENT,THE COMPACTION DENSITY OBTAINED,SOIL MOISTURE Seal:Archite s E.Haynes original 07-2 14 -2022 DOCUMENT THE EFFECTIVENESS OF ALL EROSION AND SEDIMENTATION CONTROL CONTENTAND THE TYPE OR CLASSIFICATION OF THE FILL MATERIAL PLACED. PED ARC, filing date: PRACTICES AND PREPARE INSPECTION REPORTS 11,IF IN THE OPINION OF THE SOILS ENGINEER OR THE ARCHITECT BASED ON THE REPORTS OF THE �Pg E,yqr�i� drawn by: AT LEAST ONCE A MONTH.THESE REPORTS MUST BE KEPT ON SITE AND AVAILABLE TESTING LABORATORY,SUB GRADE OR FILLS WHICH HAVE BEEN PLACED ARE BELOW SPECIFIC C�0 F L O T PLAN COMPACTION DENSITY,PROVIDE ADDITIONAL COMPACTION AND TESTING AS REQUIRED TO BRIG yN�4c checked by: FOR REVIEW AS NECESSARY SOIL COMPACTION UPTO SPECIFIED REQUIREMENTS. * drawing no.: 12.OBTAIN THE CONSTRUCTION SOIL ENGINEERAND THE ARCHITECT'S APPROVAL OF THE SUB GRADE 5 C/ � I _ 10 1-0 II AND FILL LAYERS BEFORE SUBSEQUENT CONSTRUCTION IS PERMITTED. {� �✓ NOTE:ALL DOORS/WINDOWS THAT ARE WITHIN AREA OF `F 6N �a ENCLOSED POOL SHALL BE ALARMED-DOORS AND WINDOWS TO BE ALARMED-SEE GENERAL POOL NOTES ON SHEET A-01. ALARMS ARE IN COMPLIANCE WITH R326.7 JOB NUMBER: --- -- 2181 A.02 CULTEC RECHARGER 330XL SPECIFICATIONS -GENERAL CULTEC RECHARGER 330XL CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER MANAGEMENT.THE CHAMBERS MAY BE USED FOR RETENTION,RECHARGING,DETENTION,CONTROLLING THE FLOW OF ON-SITE STORMWATER RUNOFF. CHAMBER PROPERTIES 1. THE CHAMBERS WILL BE MANUFACTURED BY CULTEC,INC.OF BROOKFIELD,CT(203-775-4416). AT POSTS,USE STAPLES,WIRE RINGS,JOINTS IN FILTER FABRIC SHALL OR SPORED 2. CONTACT CULTEC,INC.AT 203-775-4416 FOR SUBMITTAL PACKAGES AND TO PURCHASE PRODUCT. EGL IVALENT TO ATTACH FABRIC TO POSTS 2"x2"BY 14 Ga.WIRE OR 3. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER 330XL SHALL BE 30.5 INCHES TALL,52 INCHES WIDE AND 102.0 INCHES LONG. - -EQUIVALENT,IF STANDARD 4. THE STANDARD-DUTY VERSION OF THE CHAMBER COMES STANDARD WITH A 4.75 INCH INLET/OUTLET OPENING;THE HEAVY-DUTY VERSION DOES NOT - - STRENGTH FABRIC USED COME WITH APRE-DRILLED INLET/OUTLET.MAXIMUM INLET OPENING IS 18 INCHES. 5. THE CHAMBER WILL HAVE 15 CORRUGATIONS. FILTER FABRIC---► 6. THE NOMINAL STORAGE VOLUME OF THE RECHARGER 330XL WILL BE 7.459 CF/LF. HAYNES ARCHITECTURE P.C. 7. THE CHAMBERS WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH-DENSITY POLYETHYLENE(HMWHDPE)IN AN ISO-9001:2000 CERTIFIED FACILITY. SILT FENCE 8. CHAMBERS ARE MANUFACTURED WITH AN OPEN BOTTOM,INTEGRALLY FORMED END WALLS AND PERFORATED SIDEWALLS. 287 BOWMAN AVENUE,SUITE 208 F LOWN -SEE DETAIL- 9, THE CHAMBERS WILL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD.CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, PURCHASE,NY 10577 Tf111_ IT-TI-f=1 r T _-_ 1=1 - =�11 �= �-� I MBER S END WA ILL BE AN INTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT,SEPARATE INLET OR END PLATES CANNOT BE USED WITH e.info es g g p cam HAVING NO SEPARATE COUPLINGS OR SEPARATE END WALLS 10 THE WALL R:91fo@6hoyn desi of ro1u9.com _ _-III III III-III II=III III=-III III III-III-III=III-III-III-III-11r " - i z THIS UNIT. " I III?Ra ! 11. ALL CHAMBERS WILL BE ARCHED IN SHAPE AND HAVE EIGHTY-TWO SIDEWALLS OF THE UNITS CORE TO PROMOTE INFILTRATION/EXFILTRATION. These documents and all the ideas,arrangement,design, 6 MAX. MINIMUM 4"x4"TRENCH ! _ 12. CHAMBERS MUST HAVE HORIZONTALSTIFFENINGFLEXREDUCTIONSTEPSBETWEENTHERIBS. gns,and plans indicated thereon or presented thereby are - owned by and remain the properly of Thomas E.Haynes, N % 7 13. RECHARGER 330XLHD HEAVY DUTY CHAMBERS ARE DESIGNED TO WITHSTAND AASHTO H-20 LOAD RATING(32,000 LBS./AXLE)WHEN INSTALLED R.A.and no part thereof shall be utilized by any person.firm. BACK FILL TRENCH WITH I or cc oration for any purpose whatsoever except win the / NAT':VE SOL OR 3/4"-1.5" ACCORDING TO CULTEC'S MOST CURRENT INSTALLATION INSTRUCTIONS.RECHARGER 330XL HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE N specific written permission of Thomas E.Haynes,R.A.All rights POST SPACING MAY BE INCREASED WASHED GRAVEL i - --- - FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. reserved TO 8'IF WIRE BACKING IS USED !! 14. RECHARGER 330XL STANDARD DUTY CHAMBERS ARE DESIGNED TO WITHSTAND AASHTO H-10 LOAD RATING(16,000 LBS./AXLE)WHEN INSTALLED ACCORDING TO CULTEC'S MOST CURRENT INSTALLATION INSTRUCTIONS. revisions: POST"WOOD POSTS,STEEL FENCE POSTS,REBAR,OR EQUIVALENT 15. POLYETHYLENE CHAMBERS MUST HAVE THE ABILITY TO ACCEPT AND CARRY PIPE THROUGH ITS INTEGRALLY FORMED VERTICAL SUPPORT WALL WITHOUT NOTE:FII_TFR FABRIC FENCES SHALL BE i i i i � z SQII_ INSTALLED ALONG CONTOUR WHENEVER POSSIBLE , I -- �_ THE USE OF SEPARATE PIPE HANGERS.3 INCH ROUND DISCHARGE HOLES BORED INTO THE 416.UNITS WILL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE - ST OGKPI LE J \I` ARCH IN THE CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR CLEAN-OUT. 17. THE UNITS MAYBE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION.18.REPEATING SUPPORT PANELS AND END WALLS OF THE ELONGATED CHAMBER SHALL BE SPACED EVERY 7.0 FEET. SILT DETAIL STOCKPILE DETAIL CULTEC RECHARGER 330XLHD CHAMBER STORAGE=7.459CFlFT -- ��i-�`N T S °;, l E:N.7.5 INSTALLED LENGTH ADJUSTMENT=1.5' ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED WITH A COLOR STRIPE FORMED INTO THE PART ALONG MODEL 330XL RHD STAND ALONE THE LENGTH OF THE CHAMBER. - - -- SMALL RIB LARGE RIB 71 1'X1 BALUSTERS SPACED 2"POST- LESS THAN 3-1/4"CLEAR MAGNA LATCH AT GATE-SEE SPRING LOADED MANUFACTURER'S SPECS A. \ HINGES 52.0"[1321 mm] 1 4 SPRING LOADED PICKET..- \� HINGES--- - _ project title: MODEL 330XL SHD STARTER SMALL RIB LARGE RIB F 102.0"[2591 mm] °m - --- - �r SMALL RIB LARGE RIB MODEL 330XL IHD INTERMEDIATE SMALL RIB LARGE RIB a STEEL PIN GROUND f - _ l 1 ^y F 23.2`690 mm --STAY FOR r' 0 e a t 19 -_f CONC. TUBE m ._�"' 7. o s" 0 L 8"DIA.3,500,500 PSI � (IF APPLICABLE) e[21.mml Ile q _ ��!! SECONDARY GATE FOOTG-3-6"DEEP NOTE:FENCE W1 SINGLE SWING MIN.BELOW GRADE -- GATE IS SIMILAR WITH MAGNA LATCH MOUNTING NIGHTS AND ABLE TO ACCEPT F24x2 LOCATION ] 5"DIA[127 mm] FEED CONNECTOR •F* - • E F RESISTING A NOTE:FENCEAND4 MODEL 330XL EHD END ' GATE TO BE CAPABLE 0 MINIMUM LATERAL LOAD OF 150 POUNDS APPLIED MIDWAY SMALL RIB _ _LARGE RIB \� � c BETWEEN THE POSTS AND AT THE TOP OF THE POSTS,RESPECTIVELY.ENCLOSURE,FENCE MATERIAL OR FABRIC IS - t - ------------ --- Q r, CAPABLE OF WITHSTANDING A CONCENTRATED LATERAL LOAD OF 50 POUNDS APPLIED ANYWHERE BETWEEN SUPPORTS ON AN AREA 12 INCHES SQUARE,WITHOUT FAILURE OR PERMANENT DEFORMATION. � \ NOTE:FENCE AND GATE TO COMPLY WITH R326.4.2'PERMANENT BARRIERS'&R326.4.2.7'GATES'OF THE 2020 NEW a� ,� /F '! 30.5"[775 mm] O YORK STATE BUILDING CODE-GATES TO BE SELF-CLOSING AND EQUIPPED WITH MAGNA-LATCH SELF 23.0"[585 mm]f _ �' ,-_p ""''' �a �.y ^ O LOCKINGICHILD SAFETY LATCH AND OPENING SYSTEM I pp �•I �.iy � � 110.5"[267 mm] p1Ri p/pyy,,,000```^^^^" s II � O GATES SHALL BE SELF LATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE(I,E.,ON THE POOL J_ I _„__ -1 .. __- _t L SIDE OF THE ENCLOSURE)AND AT LEAST 40 INCHES OW TH (1016 MM)ABOVE GRADE.IIN ADDITION,IF THE LATCH HANDLE _ _ ______ /�/'� IS LOCATED TLESSOP OF AN 5 52.0"1321 mm]INCHES FROM GRADE,THE LATCH HANDLE SHALL BE LOCATED AT LEAST 3 INCHES [ -' •~ W ALUMINUM FENCE&GATE DETAIL RECHARGER 330XL FINISHED GRADE NATURALLY 4 OZ.NON-WOVEN FILTER FABRIC 0 HEAVY-DUTY CHAMBER COMPACTED FILL AROUND STONE �I KNUCKLE ENDS OVER-TYP,TOP 10 MIN &BOTTOM 16.0"MIN.TO i\/• \ y 6.0"MIN.M i�// s a �7 _-? /% t 15/8"OD 12,0„ AX.PIPE TOP RAIL- -- 2114"MESH CHAIN LINK CORNER POST 6 DETAILS TENSION BAND GROUND WIRE- \ �/ `� � I �� / 6.0"MIN. PIPE SET IN CONC.FOOTG- CROWN TOP OF CONC. �/ �\ \\/\/\Y\ \/\,\/ ,��iJ\i�/� \/\/\%\/\�/�\X\/�\/\\/\�\/. ./�//\/�/�/�//fir seal:Architect Thomas E.Haynes original 07_21_2022 -FoorG- co TYP. N 1"-2"DIAMETER �AEDAgC driawndbyCONC_FooTG 3,5oD PSI WASHED CRUSHED STONE MIN, SIMILAR 12.0"TYP. 52.0" -I - --58.0" �pS E.ygA Sid checked by: CONSTRUCTION O y(R GENERAL NOTES raw!ng no.: RECHARGER 330XL BY CULTEC,INC.OF BROOKFIELD,CT. ALL RECHARGER 330XL HEAVY DUTY UNITS ARE MARKED WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF STORAGE PROVIDED=7.459 CF/FT PER DESIGN UNIT, THE CHAMBER. REFER TO CULTEC,INC.'S CURRENT RECOMMENDED ALL RECHARGER 330XL CHAMBERS MUST BE INSTALLED IN 3761 O� INSTALLATION GUIDELINES. ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE AND F N�� CHAIN LINK FENCE DETAIL FEDERAL REGULATIONS. - s�A I,� --- - --- - - -- - - - 2 1 81 A.03 - 5 HAYNES ARCHITECTURE P.C. 11 f t 287 BOWMAN AVENUE SUITE 208 +p PURCHASE,NY 10577 q n' p:914.963.3838 f:914,963.3861 e:info @ haynesdesigngroup.com n, R "ryllhI��' °r ``s^-�`"—^- t sy •,. r ' '^y .. " These documents and all the ideas,anangement,design, i �C.._;' k n- (,.. ,_ _S- ,•, ,r�,� sins,and plans indicated thereon or presented thereby are y r caned by and remain the properly of Thomas E Haynes, R.A.nd no art thereof shall be utilized b an >i„syr' ,�',�-`r '•.� P Y Y Person,firm, or corporation for any purpose p vn pose whatsoever exce f th the NL >- •• ,, �,"'. ! � r�}a�'�+1 4%�' ,,,, .,, y,. ��,,�$f�„�a' specific wniten permission of Thomas E.Haynes,R.A.All rights reserved i +A revisions: , s t . �a IS ARIEL VIEW OF 14 WHIPPOORWILL ROAD VIEW TOWARD REAR YARD OF SUBJECT PROPERTY project title: s� I W, C� POEM O 5 , i R_ _y_. d � p �•Ir Z a� v REAR VIEW OF SUBJECT PROPERTY PHOTOS seal:Architect Thomas E.Haynes original 07-21-2022 filing date: ��PED aC drawn by: �0�l S E yy�� checked by: Ndrawing no^: 376A �OQ F N B BER: 2181 A.04 rn Z 0 +` LU N46'32'30"E 280 (9)CULTEC 33OHD o ��*B]y,V`SF O o SF 5 EM INV 279.0 I I�=- 0 -- - - - - ---i---i-- �o a z y o a I dQ ui J ` kD INLET INV 279.0 v LOCATION MAP C' U INLET 4"PVC RIM 280.5 �' N.TS. RIM 280.5 INV 279.4 INV 279.5 LOT AREA 15,278 SF 4"PVC 4"PVC SOIL STOCKPILE I SF PROPOSED POOL COPING EL 281.0 WHIPPOORWILL ROAD PROPOSED IMPERVIOUS AREA 10, A=4,840 SF± �4"PVC 4"PVC FzFzJ INLET RIM 280.5 j INLET INV 279.5 1 General Notes RIM 2 a"PVC INV 279.579.5 I 1.Contractor to verify all conditions and dimensions prior to the start of work, any discrepancies are to be reported to the design engineer immediately. 2.The contractor shall notify DigSafelyNY at 811,no less than two days w Q O SF pr or to commencing excavating activities. () 3.All work shall conform to the official rules and regulations of the State of New York z Z Q EXISITNG DECK I Building Construction,Fire,Safety and all other applicable Municipal,State and w 47 Federal regulations. ❑, _ 0 4.Underground Utilities are shown schematically and all utilities may not be shown hereon J 0 POOL EQUIP, i contractor to verify all utilities have been field marked by the approriate agency and w 6 0 I rely on those representations over locations indicated hereon. I 5.Grading of the property shall be performed to provide positive drainage away from the W J Q \ proposed foundation. LLI \ 6.Existing underground utilities shall be terminated at curb boxes,property line,or as P 1 \ otherwise directed by the respective utility company. W ----- \\ , ` 2e2 II Erasion Control I , 1.Erosion control measures shall be installed as the first phase of work,and be i maintained throughout the durstion of the project EXISITNG RATIO I SF 2.Maintenace and installation shall be in accordance with NYSDEC"Standards and I Specifications for Erosion and Sediment Control". 4"PVC i v1 = 3.The Village can require additional measures be implemented at their discretion. 4.The plans indicate locations of erosion control measures however the contractor SOLID EXISITNG 2 STORY BUILDING I must us best management practices as necessary to assure proper controls. 5.The final subgrade shall recieve no less than 4"of topsoil and be sseded and mulched. � I 1 / / Map Referance 1.Survey and Topographic information shown was taken from a Survey of Property / prepared by Rowan Land Surveying,PLLC,dated Nov 8,2019 4"PV / j 2.See Architectural Plans by Hanes Architecture for Zoning Compliance table. I WHIPPOORWILL ROAD Architectural plans supercede in all building dimension cases / p \ EXISTING IMPERVIOUS AREA IMPERVIOUS CALCULATIONS /INLET PROPOSED IMPERVIOUS AREA=4,840 SFtn EXISITNG DRIVEWAY // RIM 282.0 INLET INV 279.0 EXISTING IMPERVIOUS AREA=4,064 SF - p IM 280.0 / INV 279.2 INV, 9. INCREASE =776 SIF /\ C CM RLOYCLD STONE PERMITTED-USE ONLY COLEAN m fI f—❑ao / WASHED STONE 6'C RETE D IECEu V``!/E % Z __ `\ (1) ONC ) 1 TO 2 INCH DIAMETER u V .280'� \ INV 279.0 DRY'WELL(SEE p � L 7 \\ "PVC DETAIL) 14;1 �� .�.w� NOV 16 2 � C U •C �? �� ts�---------�m T _�`3 VILLAGE OF RYE BROOK \ T-TRENCH DRAIN \\ � !""-' --- t A 9.9(SET AT GRADE) \ i 'u' ��R�+�f� ' R i BUILDING DEPARTMENT W C�1 SF I HIS REVIEW IS FOR GENERAL CO g LEGEND =w DE c6Fv1r'imo* ^ �O S46'32'30"W 4 79.33' I AND PRACTICES.THE CORRECTVILLAGENESS OF DIME NO i WJ CATCH BASIN •SS LOT SEWER SERVICE ,s' p. HYDRANT I..L U RFSPtJNSI81L1TYEOR CORRECTNESS OF DI7AE?�SI{JI4S, ! c>e,N O CONSTRUCTION ACCESS DETAILS,FIELD CONDITIONS,IOOPNS,DESIGN PROFES5t6tL\L�I DRAINAGE INLET 0 SEWER CLEAN-OUT F-,+ EXISTING TREE,SIZE,TYPE TRACKING PAD WHIPPOORWILL ROAD SGG oWV GAS VALVEVE LOT STORM SERVICE 0 Q SEWER MANHOLE �STS LOT WATER SERVICE � FIRE ALARM SPLICE BOX ®G V GAS VALVE TRAFFIC SIGN NO EXCEPTION TAKEN 1 ® DRAINAGE MANHOLE � ELECTRIC CROSSING ® unLm Box -x ROOF LEADER VJ MAKE CORRECTIONS NOTED j © ELECTRIC MANHOLE ,:- LIGHIPOLE 0) STREET SIGN ®� UTILITY BOX AMEND AND RESUBMIT i ® MANHOLE UTILITY POLE e OTP DEEP TEST 2 j MONUMENT SET EXISTING SPOT ELEVATION REJECTED-REFER TO REMARKS m TRANSFORMER Q®Pr PERCOLATION TEST RYE BROOK ENGINEERING DEPT. I CURB LINE I PROPERTY LINE 938 KING STREET CURB CUT RYE BROOK,NY 10573 L EXISTING CONTOUR-INDEX ___ -. APPROXIMATE LOCATION OF WATER MAIN PHO NE0753 F //9_ - --- FxlsnNc corrrouR-INTER SCALE:1"=10' 4 5A f DRAINAGE UNEDATE PROPOSED CONTOURS BY APPROXIMATE LOCATION OF 8'PVC SANITARY SEWER FENCE DATE:OCT.12,2022 OF DISTURBANCE ®SF&CF SILT FENCE AND CONSTRUCTION FENCE SHEET 1 OF 2 8Mp EXISTING TREE TO BE REMOVED JOB No.1334 POSTS 30 MIN. EXISTING PAVEMENT SUPPORT NET SECTION B STONE PAVEMENT 3' Z / S. o _Uin Posr 6'MUCK. CONSTRUCTION SPECIFICATIONS rn STABILIZE ENTIRE PILE FILTER FABRIC TOP VIEµ, 1 > WITH VEGETATION OR COVER SECTION A FILTER CLOTH MOUNTABLE BERM 1.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. d' 2 SLOPE OR LESS f FLOW (OPTIONAL) + + ++ 1 7LL COUP B A 2.LENGTH NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE PROFILE A 30 MINI P MUM LENGTH WOULD PLY). + mm"I 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. + " + EXISTING 4,WIDTH-TWELVE(12)FOOT MINIMUM.BUT NOT LESS THAN THE FULL WIDTH AT GROUND POINTS WHERE INGRESS AND EGRESS OCCURS TWENTY-FOUR(24)FOOT IF SINGLE + ' SECTION B 30'MIN. ENTRANCE TO SITE. + +++ + + ++r SECTION A 5,FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF *! STONE. NATIVE SOIL 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL RE PERMITTED.MIN.SLOPE MIN.SLOPE a 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL CkK*Bag (D STRAWBALES OR BILTFENCE o,osa PREVENT TRACKING OR FLONNG OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. TOE—IN METHOD JOINING SECTIONS OF FENCING ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLC RIGHT-OF-WAY y GNiG k� M 12'MIN. PO'MIN_" E%I-.0 MUST BE REMOVED IMMEDIATELY. PAVEMENT INSTALLATION NOTES B STONE 44/ WAND IWHASHNG CH DRIS AT SE INTO AN APPROVED SEDIMENTIRD,IT SHALL BE DONE ONATRAPPINGREA IDEVICE LIZED w 1FI z 1.AREA CHOSEN FOR STOCKPIUNG OPERATIONS SHALL BE DRY AND STABLE. INSTALLATION NOTES 9.1.101111 INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. z -- 3.UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE SURROUNDED ALIGNMENT. EVENT.� � O 1.EXCAVATE A 4 INCH X 4 INCH TRENCH ALONG THE PROPOSED FENCE ALI d W WITH EITHER SILT FENCING OR STRAWBALES,THEN STASIUZED AS NOTED. 2.UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK(DOWNSTREAM) WALL OF THE TRENCH(NET SIDE AWAY FROM DIRECTION OF FLOW). PLAN VIEW IG��S U Z 4.TEMPORARILY STABILIZE AS NOTED IN SPECIFICATIONS. 3.DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 4.LAY THE TOE-IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, SOIL STOCKPILING BACKFILL THE TRENCH AND TAMP THE SOIL NOT TO SCALE 5.JOIN SECTIONS AS SHOWN ABOVE. 6.CONTRIBUTING AREA SLOPE LENGTH SHALL BE UMITED TO LENGTHS ON N.Y.S.GUIDELINES. STABILIZED CONSTRUCTION ENTRANCE SILT FENCE NOT TO SCALE N.T.S. J_ Q W U Oo 0 Q w�� Z o u� O Woo U _j°� D � � (n Z O 6"TOPSOIL SLAB PER DETAIL OPENING(TYP) SEE DETAIL ItX INSPECTION PORT ®® ® ® ® ® PER MANUFACTURERS SPEC ®® ® ® ® ® FINISHED GRADE CULTEC NO.410 NON-WOVEN GEOTEXTILE AROUND EL 280.5 STONE.TOP AND SIDES MANDATORY,BOTTOM PER 6" ®® ® ® ® ® B" ENGINEERS DESIGN 3 ®® ® ® ® ® 3/4"WASHED cn ®® ® ® ® ® STONE 95%COMPACTED FILL< F LL >I ®® ® ® ® ® 4 0Z.NON-WOVEN r�^ Q�i w@ @ @ @ @ @ FILTER FABRIC N AROUND STONE. /\\f y/ ®® ® ® ® ® SIDES&BOTTOM 18"Burial /\\/\/i :,�/\\/' T ®® ® ® ® ® MANDATORY ®® ® ® ® ® RECHARGER 330HD I V Jo O HEAVY DUTY CHAMBER —'== 1-2 INCH DIA.WASHED, 30.5 = y 6" Y CRUSHED STONE `) /��/�' 12 i c O co 6.0'MIN. Q•C DRAINAGE RING PER DETAIL N.T.S. 12" 35.0" 12" 52.U" t1 >l� O(� CULTEC RECHARGER 33OHD U m N.T.S. R U SCALE:AS SHOWN DATE:OCT.12,2022 SHEET 2 OF 2 JOB No.1334 This item has been electronically signed and sealed by Steen W.Schaub.P E on W usingIO og a Di Sil Pni,W copies of this document are net w,s,de,ed signed and sealed and the 1,9,1 ausl be vdnlM on any oldbt,o-ropies. of NEW I Digitally signed by STEVEN W Schaub S Date: r 12.06.2022 THE CUBE TM 15:20:16-07'00 MODEL LENGTH WIDTH SHALLOW DEEP 39 39'5" 12'111" 4'11" 4-11" THE ALLURE TM THE CARIBBEAN TM THE COURTYARD ROMAN TM 34 34'6" 12'11:1" 4'11" 4'11" THE ECLIPSE TM MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL, LENGTH WIDTH SHALLOW DEEP 30 29'6" 12'11" 4'11" 4'11" MODEL LENGTH WIDTH SHALLOW DEEP E5 40 40'0" 15811 4'9" 6'8" 40 40'0" 1 16'0" 4'0" 6'4" 20 1 19'9" 11'6" 4'2" 5'1" 1 10'8"l 4'11" 1 4 ill, 40 40'0" 158" 419.1 6'8" 1 m z 26 12 26'3" D 31:� 35 35'0" 14'9" 4'9" l 35 35 0" 14'9" 4'9" 6'4" z M 0 r- 23 23-0" 10'8"1 4'11" 4-11" C14 :E 30 30'0" 14'9" 4'9" 6'1 30 30'0" 14'9" 4'9" 6'1" U) (n COVER BOX 39,34,30:LENGTH-2'10' WIDTH:13'1" 1 DEPTH:4'8" QCOVER BOX 26.23: LENGTH:2'10" I WIDTH:11'4" I DEPTH:4'7" 0 Q < 0 Of L0 U) z 0 0 0 0 0 m C14 ED C14 C11j IN C) z m ti C.0 0 C) a w r------t- z (n Ff R T11 THE ELEGANCETM 3 MODEL LENGTH WIDTH SHALLOW DEEP LtIL 39 39'4" 14'6" 3'10" 1 THE ESPRIT TM THE FIJI PLUNGE TM THE HARMONY" THE HORIZON TM 33 33'0" 14'6" 4'0" 6101, MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP w 0 297' 14'6" 5.9.1 19 18'8" 1 7'5" 4'5" 4-5" 10 9'6" 61 V 4-5" 4'13 26 26'3" 9'6" 4'3" 5'9" 23 1 23'0" 15-9" 4'0" 1 4'0" Ji 30 4'2" 1 1 1 1 0 1 0 26 21 14'6" 4'3" 5'91, 23 23'0" 9'6" 4'3" 67" 0 19,81, z z 23 23'0" 12'6" 4'4" 5'7" 20 9'6" 4'3" 54" Uj C0 rl- 20 19'8" 11'6" 4'5" 5'6" 16 165" 9'6'" 4'3" 5'2" LJJ D LU m of F- w Lu Lu << 1-- 0 U)V) o Z 0 0-N 0 (D >- ow- 3: Of E51-1-1-Lj ILL Cf) z z co LJJ w Q z L) <— LEJJ L--j THE ICON TM C) THE INFINITY TM THE LIMITLESSTIM THE MEDITERRANEAN TM THE MOROCCAN TIM MODEL LENGTH WIDTH SHALLOW DEEP 0MODE LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP 10.1 0.1 11 40 1 40 1 15-5" 4'3" 8' 40'0" 1 1 4'1 30 30-0" 12'6" 4-3" 6-0" z m 40 15l 6' 40 40'0" 16-0" 4'0" 1 8-0" 38 38'5" 14'6" 3191, 1 2 8 0- D 26 26-0" 12'6" 4'3" 5'7 34 34'2" 14'6" 3-9" 5'11 a 0 31 30'10" 14'6" 3'9" 5'8" Uj z z 27 21 13'6" T9" 511 z 0 0 MEN/ D DEC-8 2022 11 LAGE OF RYE BROOK UILDING DEPARTMENT DEC 20 22 y 13 LLGE MEN/ BROOK 0 00 UI ING DEPARTMENT TYPICAL n nn I TYPICAL POOL/SPA THE PALLADIUM PLUNGE TM THE PINNACLETIM THE PRECISIONTM THE REFLECTIONTM THE REFLECTIONTIM PLUS COVER BOX DRAWINGS 0 MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP 20 20'0!' 8'0" 5'0" 5'10" 40 40-1 15-5" 4'4" 7-1 27 26-7 ll 4'11" 4-11" 33 32'11 12'6" 4'1 1 33 32-7" 134" 4-1" 5'10" 16 16-0" 8'0" 5'0" 5'0" 23 23'4" 10'10" 4'11 4'11" 30 29'7" 12'6" 4'1" 51101, 30 29'3" 13'4" 4'1" 5'8" SHEET Z 26 26'3" 12'6" 4'1 5'8" 1 26 26'0" 13'4'l 4'1" OF4 SPLASH PAD:LENGTH:6 5 I DEPTH 1 8' 23 23'0" 12'6" 4'1 5'5" COVER BOX:LENGTH:1 10" I WIDTH:13 4' DEPTH:2 4 E This item has been electronically signed and sealed by Steven W.Schaub..P.C.on v/W/u using a Cigar[Signature_ Printed copies of this document are not considered signed and..led and the signet.,most be verified on any electronic copies. �OF NE4.. Digitally signed 4�� by STEVEN W � r N Schaub t 091001 Date: J—PSslo`'TM'" 12.06.2022 15:24:46-07'00 THE REFLECTIONTm INCLUDING SPLASH DECK THE RIVIERATM THE ROMANT" THE SUMMITT"' THE SUPREME TM MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP W co 31 31'2" 12'6" 4'2" 5'8" 34 34'1" 14'6" 3'11" 5'10" 28 28'3" 11'6" 4'2" 5'6" 35 35 0" 14'0" 4'4" 6'6" 40 40'0" ,515.. 4'0" 6'7" 4'2" 5'6" 30 30'3" 13'11" 3'11" 5'7" 23 23'1" 11'6" 4'1" 5°1" 30 30'0" 14'0" 4'4" 6'0" 35 35'0" 15'5" 4'0" 6'3" Cl) ww = SPLASH DECK:LENGTH:5'1' 1 DEPTH:2 W 27 26'7' 12'4" 3'11" 5'5" 30 30'0" 15'5" 4'0" 5'11" "r N V) z U Q Q Q th rl- 0 o d J V? Z O 0p a =m U Ccli, c o =co un N d'w p N O U d O _ Z TOPAZ OPAL THE TUSCANYTM THE ULTIMATETM OPTIONAL SPILLOVER OPTIONAL SPILLOVER MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP w 0 29 28'6" 14'1" 4'0" 5181, 40 40'0" 15'5" 4'3" 7'0" THE SORRENTOT""SPA ROUND THE SORRENTOT"'SPA-SQUARE THE OPAL"m AND THE TOPAZT'"TANNING LEDGES o 0 23 23'3 12'1" 3'8" 5'0" 35 35'0'" 15'5" 4'3" 6'6" MODEL LENGTH WIDTH SHALLOW DEEP O F MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP 30 30'0" 15'5" 4'3" 6'0" ROUND 8'8" 8'0" 2'10" 2'10" SQUARE 7'5" 7'5" 3'2" 3'2'° OPAL 10'5" 7'10" 1'0" 1'0" �( z z w N TOPAZ 10'5" 6'10" 1'0" 1'0" °co h W m of Z r o� w UU)Co o 0 Y Y o Z 0 0 N o O N L }}¢ w z z z?W N CA ❑ ON N Q U ® de( U 0 �a K M 0 ❑ _8 Z�N Z 1 8 0 LL Y W zyv a 3 gz z Z�N N N U N W J J TYPICAL 3 POOUSPA in DRAWINGS 0 0 s SHEET 2 OF 4 E H O 0 U_ U This item has be,,electronically 119hed and e,,I,d by SbW Schaub,P.E.on iZ%u using a Digital Signature. Primed copiesthis document are noi considered signed and sealed and the sign.,, be verified on any electronic copies, AS REQ'D BY LOCAL CODE (3)#4 REBAR W1#4 TIES AT 2'INTERVALS IN Digitally (3)#4 REBAR W1#4 TIES AT 2' 4 Z_ of NEW 0 PRE-DRILLED HOLES AROUND FLANGE vLlAiu, �� signed by INTERVALS IN PRE-DRILLED HOLES t Date: AROUND FLANGE STEVEN W 3" Schaub 12.06.2022 51/2 1/2 X X 11'/2 X X A 15:26:21-07'00 8 3"CLR z Z 0 IT BACKFILL SEE NOTE#5 BACKFILL SEE NOTE#5 CANTILEVER COPING DETA I L_ V) 0 C\j V) SCALE N T S En 0 6"MIN 6"MIN Q� V-2" 4"-7 0 t 0�'z 0 0 CL MANUFACTURED MANUFACTURED 0-0 W FIBERGLASS POOL FIBERGLASS POOL C4 MANUFACTURED FACT FIB ERG LASS M C14 BACKFILL SEE NOTE#5 :) C14 C) BACKFILL SEE NOTE#5 z MANUFACTURED I ERG LASS FIB j H: M r.- 0 cN............................ ................ ................... ...... 2-4 0- ....... 2-4" .......... ............ BED SEE NOTE #4 .........*.*.*.-........ BED SEE NOTE#4 5 ...... ....... ..... ........... A A Z_ 41'17 In 0 z TYPICAL WALL SECTION OPTIONAL WALL SECTION A B C S'CLR SCALE NTS SCALE N T S T LU 0 0 0 PAVER COPING DETAIL < SCALE N TS Q z z LU ( 24 24----------------------------- 3)#4 REBAR W/#4 TIES AT W 2'INTERVALS IN PRE-DRILLED Z HOLES AROUND FLANGE L-U u�W- 0i y V-2"' 'e, J Ill C) � Y 'z A 0 LL 111/2 14 F 7 4" z 0 p BEDDING (D > LE? + U) W L3j U) SEE NOTE#10(a) z z z Cn W 0 0 W10" 3" .......... ........ .. ......... 0 ... ............ t ........ .. ......... < BACKFILL SEE NOTE#10(b) F 3 Y4 11 1/2 0 COPING z,,, 3Y4" WATER �\ `\\\�\\� \ 2"CLR L Mimi 0 .0 EXPANSIVE SOIL TOP—DOWN VIEW EXPANSIVE SOIL DETAIL 0 z SCALE N T S SCALE N TS SCALE N TS a.0.2 5 Z5 O < FIBERGLASS SHELL MANUFACTURE NOTES CANTILEVER/TYPICAL Z 0 I. Materials 1. The fiberglass pool shell be manufactured by Leisure Pools and Spas Manufacturing North (a).The 11'21 wide coping shall be 1 11h'thick with two layers of[3]#4 rebar with#4 ties rrnn z 0 0 Resins shall be type B polyester or vinyl ester(UND). America Inc and Installed by a qualified and licensed pool contractor at 2'Intervals in pre-drilled holes around flange extending 31 from Waters-edge and UJ �b�.Reinforcement shall be class'E"glass fiber,min glass bonded to bonding grid with#8 solid copper 3,000psi concrete min. 2. Pool shall conform to requirements as shown In design criteria Wcontent of total shell thickness-30%by weight (b).Concrete shall be min.3,000psi at 28 days or 3. The pool shell may be damaged If the pool water Is dropped below normal operating level. 11. Shell shall be spray molded &hand laid with: PAVER a..03'gel coat(NPG). Consult the manufacturer prior to emptying the pool shell b (a).The 1'-2'wide coping shall be 8'thick with one layer of �� ,.12'barrier coat(vinyl ester) 4. Pool shall be placed on compacted 2-4'thick bed of sand, 1/8,-1/2,pea gravel,lime 1 '[3]#4 rebar with#4 ties at from waters-edge and c.Structural layer which will not give total barrier/ chip or other non-abrasive compactable material.Bed shall be placed on undisturbed 2 intervals in pre-drilled holes around flange extending 3 structural thickness nominated on drawing soil with a minimum bearing capacity of 1,500psi. bonded to bonding grid with#8 solid copper 3,000psi concrete min. Concrete shall be min.3,000psi at 28 days (d)..008'flo coat (b). 5. Walls shall be backfilled with sand, 1/81-3/4'pea gravel,lime chi or other non- (c).Tile adhesive to be used to secure the to beam Ill. All layers shall be rolled out to complete bond reinforcing& abrasive compactable material.Backfill shall be Installed In 1'lifts.chip water and resins expel air. backfill level within 11 of each other. TOP-DOWN VIEW INSTALLATION 11 IV. Structural laminate shall have: 6. Steps or ladders shall be provided per local code. (a).X on drawing denotes mandatory steel wire tie location Flexural strength of 11,000psi b.Tensile strength of 6,100psi 7. Installation contractor shall provide pool deck and pool barriers as required by local code. EXPANSIVE SOIL: NOTES c. Modules elasticity of 632,000psi 8. All reinforcing steels hall have a minimum yield strength of 60,000 psi and shall be bonded (a).Provide a 8'thick bedding layer of non-cohesive permeable material. 0 to grounding grid with approved LIL listed connectors and#8 solid copper wire. (b).Provide a 8'thick backfill layer of sand, 1/8,-3/41 pea gravel,lime chip or other non—abrasive compacted material SHEET (c).The 11-12'wide coping shall be 11%,thick with two layers of(3)#3 rebar with#4 ties at 21intervals in pre—drilled holes around flange extending 3'from waters—edge and 3 OF 4 bonded to bonding grid with#8 solid copper 3,000psi concrete min. (d).Provide flexible couplings to plumbing. E This fleet has hde,eisct-jeally signed and sealed by Steven W.Schaob,P.E.on L>J<wf using a digital Signature. Printed copies of this decument are net considered signed and sealed end the p slgo.t.a must be v.,Tietl on any elso-i.caples. P ' of NE Digitally NJY 3 4 RNS �P�r`�,UTAVjj,°A signed by STEVEN W 4 s N 2 R 6 m ��°w S 2 RUR SPA JErS URNS SKIMME Schaub SKiMER SPA R� MAIN GRAIN 6 ' � ss�o`' Date: 12.06.2022 15:40:19-07'00 6 ' Z Z n 0 DIAGRAM 1A URNS 3 I d POOL PLUMBING REr 12 0 0 RfUR la 4 o u~J Q VAGUUM 9 - to G UUM„ S'Z J e VA 6 '' Y 0 0 o a_ ca to 2 m j N < N W d Z oCu 0 ti CD RAIN p N DIAGRAM 1 B F SpA t�plN E POOL W/SPA PLUMBING F Z IN a a � �o o� SPA JETS W 0 SUCTION OUTLETS Ji 0 0 ANSIJASME A112.19.802007 ANTINENTRAPMENT COVER, SKIMMER LID M2M REQ'D ORNIM DECK FINISH <L z w UNBLOCKABLE DRAIN o TRUNK�SI U CTI ON 1 W� z PIPE SIZE o co ANSI 15 FLOW W BRANCH PIPEANSI 25 MIN AT U)co W F 0 6FPS AT FLOW MAX 6 " U Y Y o 0 HOUR TURNOVER 2 PVC PiBO af of 0[1,'SLOTTED BOTTOM Z 0 0 o DIAGRAM ;` DIAGRAM 3 W W LL U) zzZZW MAIN DRAINS GROUNDWATER W N N�-U MAY BE OMITTED ENTIRELY ACCESS PIPE Q 0 0 o Q� L �I M. 2'WRAPPED BOTTOM.— WITH FILTER FABRIC Nam+ SUMP PER ASME BACKFILL MATERIAL—►s (� A 112.19.8.2007 i W OR COVER 3'0"MIN MER.SPECS OR 1 IN WALL J =� ^�. o O^u � Z .: _� J u y N /Wye.3 Z Q NOTES Temporary fencing shall be installed and maintained until 4. Minimum 18'straight(horizontal or vertical)for future solar PIPE FLOW AT Regardless of the criteria here,the 5 - This Ian is a c permanent child safety features are installed prior to heater GIVEN vELociTy(GPM) project shall comply.with all sections .i p schematic and piping shall be connected to of the BC 6th Edition Residential, o 0 PIPE 6FPS 8FPS provide a functioning system. There shall be a passing electrical and child safety final 5. Recirculation returns minimum size ANSI 15 flow at 8fps Building,Mechanical,Plumbing and Gas Sde inspec#ion prior to filling the pool or spa with water 1" 16 22 Codes,as applicable respectively and W Pool piping shall hold a static Water or air pressure not less 6 Skimmer suction minimum size ANSI 15 flow at 6fps 11J" 38 51 amended. W W than 35 psi for 15 minutes,per R4501,12.1 Pool shall meet the applicable criteria In ANSI/APSP 3,4,5,6,7 7. Surface skimmer 2. 63 64 and 15 standards 214 90 119 See information attached to the attached Pools shall have pumps selected to provide minimum 12hr �a�.[1]Minimum per 800sgft 3" 138 184 to this ermit acka a far site s ecific turnover and maximum 6 hour turnover b Suction minimum size ANSI 15 flow at 6fps 4" 238 317 P P 9 PA. Recirculation return split ANSI 15 flow at 8fps c.May be omitted if negative edge or other weir used 6" 540 720 details showing ANSI 7& 15,and FBC Determine pipe sizing from chart[SEE RIGHT] B. Main drain ANSI 15 flow at 6fps compliance.Information on this sheet The dual main drains shall have a minimum separation of 3ft, 8. #8 AWG solid copper bond wire around pool/spa 4'-6'below complies with 6th ED 2017 FBC. G. Vacuum suction ANSI 5 flow at 8fps sub grade 18'-24'from shell and bonded at 4]points All volumes,including 2017 FBC energy unless one is located on the vertical wall or a single unblockable g 'ANSI 7 FLOW. conservation code. drain is used D. Spa suction ANSI 5 flow at 8fps minimum to pool per alternative means 680.26(B)(2)(b) 'ANSI BY TDH METHOD All suction covers shall meet ANSI/ASME Al12.19.8-2007 E. Spa jet supply(aux.)ANSI 5 flow at 8fps NEC 2011 "ANSI 15 RLTRATION FLOW" PLUMBING All piping shall be NSF—PW approved and meet the requirements F. Spa supply(aux.)ANSI 5 flow at 8fps 9. If no Weir overflow to pool a skimmer must be used in spa 6HR TURNOVER,MIN.38GPM g PP q "ANSI 15 AUXILIARY FLOW NOTES of Local Building Code 10. Suction outlets ANSI 7 flaw GREATER OF SPA JET OR 1. Minimum filter size at ANSI 15 flow OTHER FEATURE FLOW Electrical equipment,wiring and installation shall conform to the 11. Drain branch piping minimum size ANSI 15 flow at 6 fps "ANSI 5 FLOW. National Electrical Code 2014 edition 2. [4]pipe diameter minimum straight pipe sized by ANSI 15 12. Optional vacuum fitting must have spring loaded clover 12HR TURNOVER OR OTHER g Bonding of pool steel and light to footing steel shall be flow at 6fps snMATED/DESIGN'FLOW continued to and include all pumps and Heaters 3. Pump sized by onsi 15 selected from apse listing at ANSI 13. Drain branch minimum size ANSI 15 flow at 6fps[DIAGRAM 21 15 filtration flow(at low speed) 14. Vacuum suction ANSI 5 flow at 8 fps SHEET E 40F4 E 3 o` a _U 0 O -0 -u Z O C) No C7 D C C G7 G7 M Cn D p X p 70 p _I D> m M O FT,Z p Z r r= M z D rm m �_ o C m n D m D M -< M r0 Or M 'U K Z Z r— M O M M � _ M O M z M M Z G') r= 2 OO C 70 0 _ D M M m -9 z m = D z Z D � m0 K: M Z r � M m z Z m Cf)C) 00 v U (A N mmm cat--<nm mD Z mO m 00nW-L n0== D �TiD� m mmm MD OM gz> m-( ZZE-i1 m Odomrri mw Z----��od v C � ��Cm C�g ;,rnrn ;0 ;u m�m--i -e p(n 0O z �OrD-m0 y zc rn-�D �mD m�-m-i M rnCnO ��ZZD MC z m vOi (CMr-w> M.-r �-rnp-v �rnvzv Omz 0 � n- co rn D D rn o0W D<*m0 to m mo rn o00r-z zCrnri �mv �oop Ornm O2 mtt: (Z/? 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