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HomeMy WebLinkAboutBP23-015PERMIT #0 / 3 O / DATE: s2LI� �3aptCal Lt) SECTION / 35, Y tQN. BLOCK LOT a TYPE OF WORK JOB LOCATION CONTRALTO EST. COST oco #..o icQ oAS e�10 1 /7/17S do 1 /s �a e+�.s€i gi %)S�'3 uce / Me,' C�/y� `13�1 TCO # FEE DATE INSPECTION RECORD �. I s FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION 4kg==m& 0 RGH PLUMBING GAS 0 SPRINKLER ELECTRIC LOW -VOLT ALARM AS BUILT FINAL 7 M a3-l�C�ndl�/y1��/ecic OTHER APPROVALS fflARB nce�a�P�-��, a o c a- BOT PB zBA OTHER +�ILT[FiNAL SURVEY REQaiIRED PRIOR TO FINAL INSPECTION �eE'N1�' / a3 VILLAGE OF RYE BROOK WESTCHESTI COUNTY, NEW YORK NO: 23-138 Certificate of ®ccupaucp This is to certify that CH n 3c 1 of, P4Ycoy—1 , having duly filed an application on 7 20 cQ.3 requesting a Certificate of Occupancy for the premises known as, `Q )qea -�� ile , Rye Brook,NY, located in a R-/5 Zoning District and shown on the most current Tax Map as Section: Block: / Lot: 61 JIQ and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. _U'23 , issued 20 ;?3, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications,Use: /- Construction: , for the following purposes: ' '-(J Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or by increasing in h ' ht shall be mad nor a )> building be moved from one location to another until a permit to accomplish such change Iflas bden obWined riding Inspector. Building Inspector,Village of Rye Brook: Date: AUG 2 5 2023 For office use only: BUILDING DEPARTMENT PERMIT# _0j1_ AUG ' ZOZ3 VILLAGE OF RYE BROOK ISSUED: —/ — �;. 938 KING STRE ,Ri'E BROOK,NEW YORK 10573 DATE: VILLAGE OF RYE. BROOK 9 04668��/ FEE: .�/.os— PAID14 BUILDING DEPARTMENT W r_ook:o'r 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 ti#•tittti#t###kk#iitttt#ittii#i##tt##t#ii}kk#i}}}tt}t#iti#it#t#tiii#t#iittii###iittiit Ftiiittttiiltitii####t}#kk#}}ytit#tt}# Address: 10 Red Roof Drive, Rye Brook, NY 10573 Occupancy/Use: )5;�!✓l Parcel ID#: 13S1 414 Zone: Owner: Jeffrey and Hannah Mensch Address: 10 Red Roof Drive, Rye Brook P.E./R.A. or Contractor: tq101Ufeidq OO)S Address: /O/P %rou-U°I S7 eeC -dl-lc C7` Person in responsible charge: 4-71/e/ �.-tfei 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: Jeffrey and Hannah Mensch being duly swom,deposes and says that he/she resides at 10 Red Roof Drive (Print Name of Applicant) (No.and Street) in Rye Brook ,in the County of Westchester in the State of New York that (Cityrrown/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ 1 01 , o o n_ 0 0 for the construction or alteration of: Pool CbmtruCtion 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 2-4A-,-% Sworn to before me this day of T-��7 , 20 2 day of , 20 Si nature of Property Owner Signature of Applicant Jeffrey Mensch Hannah Mensch Print Name of Property Owner Print Name of Applicant Nota `ubli Notary Public MARGARET MALONEY NOTARY PUBLIC-STATE OF NEW YORK No.01 MA0003881 Qualified in Queens County My Commission Expires 03-27-2027 1 �E BRQ), FO BUILDING DEPARTMENT ,[f IKUILDING INSPECTOR L❑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: I I '� DATE' 1 1 � �6 � �S � L z PERMIT# ISSUED. �Z JECT: ` ISLOCK: LOT: LOCATION: 5' C-BLS ;� �� � OC Q� L - t ❑ Violation Noted THE WORK IS... a,s PASSED ❑ FAILED /REINSPECTION ❑ SITE INSPECTION f 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 i 1982 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.tyebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - -- - - - - ADDRESS: I (� V (YYi { ,a/�I V\: DATE' ` (.J PERMIT# .Jl� — ISSUED:` '` '1 SECT: BLOCK: ' LOT: �� \ LOCATION: OCCUPANCY• 2— 1 ❑ Violation Noted THE WORK IS... ❑ PASSED I❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING C 6 c� ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING \v NOTES ON INSPECTION: �� ` dc q_ ❑ ROUGH PLUMBING \ ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER i 1' ' '�` � C?( �.( {. c ; C ❑ FINAL PLUMBING ❑ CROSS CONNECTION FJ FINAL ❑ OTHER QyE BRCbk. cu � • 1982 BUILDING DEPARTMENT {OUILDING 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 - - - -- - - - - -- - - - - - - - - - 2-2 ADDRESS :— 1 D DATE' PERMIT# "mil" ISSUED: 1� E T: ' BLOCK: LOT: LOCATION: y j 1 ] ��(7>� 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 ,\f ` - U` 1 C ❑ L.P. Gas ❑ FUEL TANK \ ❑ FIRE SPRINKLER ❑ FINAL PLUMBING cj - ❑ CROSS CONNECTION =FINAL ❑ OTHER Village of Rye Brook ° 0� Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 1982 N (914)939-0753 Fnx(914)939-0242 INSPECTION REPORT Address: 4iZ ✓veA 4 Date: Name : �/? Location: 11 Permit#: >! ~ ^-10014 Phone: Email: Work being Inspected: Work Inspected is: Accepted Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass ail 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: ' y/ Diagram: Signature �yE BRCuk, 1 982 BUILDING DEPARTMENT Q BUILDING INSPECTOR 9ASSISTANT 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 : V Q `L DATE: -� I/� PERMIT# 3 015 ISSUED: 2 SECT:35, BLOCK: l LOT: LOCATION: �- ci- I CJV I OCCUPANCY: 1 ❑ VIOLATION NOTED THE WORK IS... iJ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED k 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 s a a Ln ^o �\ W v ■ cd v p- (ni., u rT� ■ h+y N N O v04 ° w O = N CL cn a s 141 � tO� �'1 ■ ►-a W °' v J � +. C n �� � � v V � • O O Z ce co O O �O r1i C/J A ® -[ ° ° O r1 �, O ` I�r.•JT-.,�I fr"t� W O ,a.� C� s • a I--+ 010 ° F ul Ld CO00 uo �, 0 W l M �, Z 5.1 � 't o .4 qp rq �' CD ' p A o .4 0v W O � o wx o N 00 a x 0 M �T� w U a. ■ H W V�. z v �s . v CA ■ W c ] WA E _ 0 p :1 w �I � Lte 0%, W OQ O F �•" � v � � � � z v tm U # W V O � p z V w 0 Now . ,.., Each t7 A z M J C 1-4 Z 04 rp 0 F w4 .� v a -0 z x ° � w Z O w w ■ x. e $UIL , ..R MENT D CENED VIL E,OP RY1 OK NOV �022 938 K NG T rp'T Ry>C xQo_. NY 10573 14)939,-0 ,• VILLAGE OF RYE BROOK eiirooii'. rij I BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: FEB 0 6 q 23 1�13 �# � . Application# FSO l Approval Signature: : ARCHITECTURAL REVIEW BOARD: — Disapproved: t Date: BOT Approval Date: Case#_ Chairman: PB Approval Date: Case#_-_ Secretary: : ZBA Approval Date: _ _Case#_ Other, Application Fee: Permit Fees:IS/ a00— buc EXTERIOR BUILDING PERMIT APPLICATION Application dated: '1, 2 Z is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance ofa Permit for the construction of buildin s,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: 2. Parcel ID#: 1 S15. 4 2, — —95 .VL Zone: 3. Proposed Improvement(Describe in detail): O r S WAU,S 4. Properly Owner: C:A Address: _ ►\4 yam x 3 -- Phone 1•0e Cell# �JC]�J• p !(05 a-mail_Jf f g.A� 110 � 0D �+r+ List All Other Properties Owned in Rye Brook: Applicant: Address: Phone# Cell# e-mail Architect: Address: Phone# Cell# e-mail Engineer: Address: 'Z Phone# General Contractor: Address: Phone#-� I7 3 ' c'Oa�Y Cell# e-mail {1) 8/12/2021 5. Occupancy;(I-Fam.,2-Fani.,Coaunercial.,etc...)Pre-constriction: J FAA I L. Post-construction: 1 6. Area of lot: Square feet:� Acres: . 3(s 7. Dimensions from proposed building or structure to lot lines: front yard: I i1r _rear yard: 1 rj —of* 1 ri right side yard: 11 —n left side yard: a3,04 other: 8. If building is located on a corner lot,which street does it front on: 9. Area of proposed building in square feet: Basement: — 1"flu 2"dfl: 31 fl: 10. Total Square Footage of the proposed new constriction: ?�1� IA 0 9M o AhlQ Q�-A (, - (oq- It. For additions,total square footage added: Basement: 15'flu---2'n: — 31d ft: -- 12. Total Square Footage of the proposed renovation to the existing structure: /A �v 13. N.Y. State Construction Classification:_ N.Y.State Use Classification: 14. Number of stories: Overall Height: Median[IeiQht: /\i A 15. Basement to be full,or partial: N finished or unfinished: N fA- _ 16. What material is the exterior finish: ♦ S 17. Roof style;peaked,hip,mansard,sited,etc: Roofing material: A 18. What system of heating: 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:_�<_ ffycs,applicant must submit a separatczhitoniatic Fire Suppression System Permit applicafion&i secs ofdeiailed engineered plans) 21. Will the proposed project disturb 400 sq. ft.or more of land,or create 400 sq.ft.or in of impervious coverage requirrLag a Stormwater Management Control Pcrmit as per§217 of Village Code? Yes: No: Area: 22. Will the proposed project •quire a Site Plan Review by the Villagc Planning Board as per§209 of Village Code? Yes: No: (f yes,applicant rnrrst submit a.Site Pian Application.&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Pcrmit as per§213 of Village Code Yes: No: (ifyes,),orr must suburif 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:4 (ifyes, the area of u-elland and the wetland bil(ferzale must be properly depicted on the sru vey&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: ✓ (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: (if yes,applicant nnrst submit a Tree Removal Pervnil Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER I: TIER It: TIER III: fifyes,u Horne Occlipatlon PerrrtirApplicatiun is•required) 28. List all zoning variances granted or denied for the subject properly: 29. What is the total estimated cost of construction: S // � �C../, '�✓�� Nate: The es7irun1erl cost shall include all site iniprovements,labor,material,sca8blding,fixed equipment,professional fees, including wi y material and labor which may be donaled gratis.If the final cost exceeds the eslinroled cost,an additional fee will be required prior to issuance of fhe C/O. 30. Estimated date of completion: (2) 8n 2n02 t BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 Kim STREET RYE BROOK,NY 10573 (914)939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: (© pQAA' Section: \!r!E A--Block: \ Lot: J. t ,7`Zone 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(6/°) Area(sq.fl.)* 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 IL 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: rJ —A-OO s .ft. Existing Allowed Proposed Total impervious coverage = � G Sq.ft. � S . ft. •2 S .ft. Front impervious coverage % % ., % I attes o the best my wledge belief,the above information is correct. 's ign re ..e&K (4) &,1212(121 BUILDING "MENT VtL GE O>i.RY»4 OOK NOV 2 9 2022 938 KING TREET RVti BRO'o NV 10573 { 14)939-0GG8; VILLAGE OF RYE BROOK BUILDING DEPARTMENT a eIbrook-.i)'r(r *it**�nF*k**k**#r ire4 r.**ii***Yr�E•ki:k;4{i:+r+:t..ki.•d:i::?•i:':.sre;i;i::'t*i::§irtd:d•�h?:s!:>t:':*A•ki:i;*a4i:ie ik::":'.::':sFP:a4 ir�Y:•F.sk�f.':r•Aie-:r::4 i:':is is±:t*i:•k i::k#:4 AFFIDAVIT OF COMPLIANCE VILLAGE CODE &216 • STORM SFWFRS AND SANITARY SEWERS THIS AFFIDAVIT" MUST HEAR 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: residing at, 1111-int nan!`) (A(I res a Ilk:ec y,nl Imo ~ being duly sw -n, 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; 91r19 — Rye Brook,NY. (Joh Addrr„) Further that all statements contained herein are trite,and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the stout 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 fiom the subject property in accordance with all State, County and Village Codes, (Signa(11l :t'Prn1 ly(]��ncr(,)) - — -- — (Print Nante:lf III- p- ty(3�tncr(s)1 Sworn to before nee this z-7" t� day of ADAM M VICKERS Notary Public - State of Ne]York NO.02VI6094983 (6) Qualified In New York Cc My Commlaslon Expires I 811212021 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. e4>l•A:krri:k�•:h it it 4+x�:h:Y,k,r:kd:,}#':,y,4�.at.':SrW.4,taR,t,Ft;t,4 aF i.#fir#.4+Ya*�'N:4+F 8:@i:hit•hi*Y;+,t+YW Wk*z-i:hi:W:itri:4!•Y:4ri;it it 9e r.�;w•k.k it et•k:k:!'W i:fi+,is is-hn 7ai?e;F ASTOF NEW YO C,COUNTY O W1rSTC1IESTER ) as: a655 L being duly sworn, deposes and states that he/she is the applicant above named, me of iudiv al signing as the applicano and I'tl states that Wile is the legal owner of the property to which this application pertains, or that (s)he is tile for the legal owner and is duly authorized to make and file this application. (indicate t e That allstatementscontained 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 confonmance 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 applicatiotr, 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 nr other prohibited storntwater or groundwater connections or sources of infiltration into the sanitary sewer system on ot•from the subject property. Sworn to before me this Sworn to before me this 1 day of e 'day n , 2 Signa reofPropertyOwn`r natecofApplic t 1L �'J-r N r t M tr%_; t PrintNartte 'Property Owner Tint Na a ufApplicattt , Notary blic Notat. PubficV ADAM M VICKERs Notary Public - State of New York I6094983 Qualified In fJ MY Commission Expireark Co i All MATSE L.JENKINS Notary Public of Now York I.D.N 01JE123113 7 Qualified in Bronx County ''"+ "` ity Comrnittelon Erplt to I12111t1 .,•._j 8/12/2021 N ��J H W M M M c/) qC � ►..� (n F" G W eOpt�� t ao a. N O w W �! W 3 A+ W Ln N U z �_ DA rLi1 0-4 > [ : en g f •� ` rr, w �. W ✓' s- �' 00 pq � �, ad a w 0o 0 UJ :5 00 O v w �^• CL� O ~ �j � J Z � Zc Z z o (Tl �` M V z � Z a �� V _ � ►—� � � V Z A � a ca � � W x O z CA H H MM c� � W x z W z Z c x ° � W OHp., 00 U F $ 11 p W o o z w z A o < H pw, w as .. �I a a z R L C � �ME BUILDING DEPARTMENT MAR 13 2023 VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT wwwxyebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: 3- ( EP#: 3"_ULV I Approval Date: NAR 1 Permit Fee:S Approval Signature: Other: Application dated, -1/t.3/9 is hereby made to the uilding Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wirin ,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: I R-M kwic- p 1 l 1,/C SBL: f 3SN —1 -S,/a Zone: lea 2.Property Owner. 96FF421/ HA 9t/ M4lfjfyAddress: /o RE0 ,200E DRI✓C Phone#: ZL 7-5,? �o Cell#: email: 3.Master Electrician/Licensed Installer: RO kAco ZDI-M Aly Address: to AC.4,OEl�tY LZD QXIdQp C� Lic.#: JX Phone#: ap -Jq7 gyoetl#: a03 3 7email: c /,4L4 1 Company Name: _ C�n�D[tUxr-r r- rZ'Z i 7Q-1 C_ Address: .3 PE7Ll'e zi- /QD Q"I'l/Z 4.Proposed Electrical Work/Fixture Count: 1 1-70/4/4 P Sul3 /o�L� 5.31 Party Electrical Inspection Agency: `5"li S STATE OF NEW YORK,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. Swom to before me this Sworn to before me this day of 120 day of 1 --� ,20 a"3 Signature of Property Owner Signatures off Applicant l� Print Name of Property Owner him ame of Applic ���,.�.�..; Notary Public Notary Public SHARI MEULLO Notary Public,State of New York No.01ME6160063 3/3/2023 Qualified In Westchester County Commission Expires January 29,20 z 7 STATEWIDE • Service Willi litlegrilY 1'1 Main Street,Fishkill, NY 12524 1 email:• • SWIS JOBAPPLICATION tel845.202.7224 • • 1• • • • Office Uw Elect. Permit# Date Bldg Permit# Utility ID# Final Certificate# City/Village moo zip J Township R O!�O County Address D In cn pM� D�'v- Cross Street S" /C Block Lots r Owner Name/Address(if different than above)�-EF� Contact Number ❑Basement ❑1 st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic .Outside [3<e idential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps i. 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 i - 3K ID 02 - G�Z ovTLt-7`� MAR 13 2023 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name L{(��_ Date — J Signature Address , /�� - �Q City/State { �T Zip Code License# !� Phone# DState Wide Inspection Services 1080 Main Street JUL - 5 2023 Fishkill, NY 12524 845 202-7224 Phone VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTION SERVICES BUILDING DEPARTMENT Email: office@swisny.com -- -- - Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Candlelight Electric Jeffrey& Hannah Mensch Ronald Colman 10 Red Roof Drive 3 Pembroke Road Rye Brook, NY 10573 Danbury, CT 06811 Located at: 10 Red Roof Drive, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 23-061 135.42 5.12 Certificate Number: 2023-1737 Building Permit Number: BP 23-015 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: 10 Red Roof Drive, Rye Brook, NY 10573 The Exterior 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 5"'day of March 2023. Name Quantity Rating Circuit Type Pool Pump 01 LED Lights 02 Receptacles 02 GFCI 06 GFCI Receptacles 02 Sub Panel 01 70AMP Time Clock 01 A visual inspection was performed on the Inground Pool on July 5th 2023, and conforms to NFPA 70- 2017 NEC to date.Grounding and bonding to current codes. t E Officer: Frank]. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Steven Fews From: Jeff Mensch <jeff_mensch@yahoo.com> Sent: Wednesday, August 23, 2023 1:05 PM To: Steven Fews Subject: Re: Mensch follow-up Attachments: IMG_6196.mov; IMG_6195.mov Hi Steve. For the pool permit BP23-015, see attached videos of the fixed fence. I videoed it from both directions (with different helpers :)). It latches correctly now. Please let me know if you need anything else or if this solves the issue. Would love to get CO as soon as possible. Really appreciate your help. Jeff Mensch Sent from Yahoo Mail for iPad On Tuesday, August 22, 2023, 5:08 PM, Steven Fews <SteveFews@ryebrook.org> wrote: Great! When you send the video of the fence gate being able to close and latch, make sure it is not pushed. Simply open it about halfway and let it close on its own tension power. Thank You. From:Jeff Mensch <jeff_mensch@yahoo.com> Sent:Tuesday, August 22, 2023 4:01 PM To: Steven Fews<SteveFews@ rye brook.org> Subject: Mensch follow-up Hi Steve. Thanks so much for coming to the house today. For MP 17-143, attached are 2 pictures. First is the now installed Smoke and Carbon Monoxide detector.The second is the product so you can see it. Hopefully this allows me to close out this permit. If you have other questions, please let me know. The fence for the pool should be fixed tomorrow morning and I will have a video sent to you tomorrow afternoon. 1 I really appreciate your help Jeff Mensch 10 Red Roof drive Rye Brook, NY (917) 583-6865 K aJd wor® �TP-4 Cdf(k;ri F.'proutndp Neem f". 't Sent from my Pad z Steven Fews From: Jeff Mensch <jeff_mensch@yahoo.com> Sent: Tuesday, August 22, 2023 4:01 PM To: Steven Fews Subject: Mensch follow-up Hi Steve. Thanks so much for coming to the house today. For MP 17-143, attached are 2 pictures. First is the now installed Smoke and Carbon Monoxide detector.The second is the product so you can see it. Hopefully this allows me to close out this permit. If you have other questions, please let me know. The fence for the pool should be fixed tomorrow morning and I will have a video sent to you tomorrow afternoon. I really appreciate your help Jeff Mensch 10 Red Roof drive Rye Brook, NY (917) 583-6865 Fx Krddr• Worry Free sue: r- Cafbcn 1 i Sent from my Wad z OHAYWAREY ISWGi048COC Rev D CERTIFICATION OF COMPLIANCE Contains: WGZ048E, WGZ048EBLK, WGZ048EGR, or WGZ048EDGR Description: 8" Round Suction Outlet Cover Ratings: Floor: its GPM_Wall: 72 GPM Open Area: 8.1 s -M Certified to Comply with Section 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act codified at 16 CFR part 1450. Initial Certification May 2011. Manufactured: After September 10, 2oo9, by a Division of Hayward Industries, Inc. at K4-A, 214028 Block K4- A, Export Processing Zone Wuxi New District Jiangsu Province PRC 214028, China; or at One Hayward Industrial Drive, Clemmons, NC 27012. Certified by Hayward Pool Products, 62o Division Street, Elizabeth, NJ 07207, Phone 9o8-355-7995 Contact at www.haywardnet.com Record Custodian is Customer Service at www.haywardnet.com. Hayward Pool Products P.O. Box 5100 Clemmons, NC 27012-5100, Phone: 336-712-9900 http•//www hayward-pool com/pdf/literature/8inroundCOC pdf Date of Mfr: The Lot Number shown on the product label contains the Year& Month of manufacture. The first number represents the year (ex 1 = 2o11) and the second character the month (A=Jan, B=Feb, H=Aug, I is skipped, J=Sep, etc) Tested to: ANSI/APSP 16 (ANSI/ASME 112.19.8-2007 (addendum 9b-2009)) per Section 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act. Tested by NSF International, 789 Dixboro Road,Ann Arbor, MI 48113, Phone 734-769-8olo in April 2011. Certificate at: http://info.nsf.org/Certified/Pools/Listings asp?Company=21600&Standard=ASME19o8 Date of Installation: Suction outlet components have a finite life, the cover/grate should be inspected frequently and replaced at least every 7 years or if found to be damaged, broken, cracked, missing, or not securely attached. Hayward Pool Products acknowledges that it is a federal crime to knowingly and willingly make materially false, fictitious, or fraudulent statements, representations, or omissions on this certification. 6" SPACING BETWEEN MOUNTING HOLES USED ON FOLLOWING SERIES: 00 00 WG1030AVPAK2 SP1030AVPAK2 000000 WG1048AVPAK2 SP1048AVPAK2 00000000�. WG1049AVPAK2 SP1049AVPAK2 073/4" 0000p�pp0000 WG1051AVPAK2 SP1051AVPAK2 SUCTION OUTLET 00006000000 WG1052AVPAK2 SP1052AVPAK2 COVER WG1048E 00000000 WG1053AVPAK2 SP1053AVPAK2 000000 WG1054AVPAK2 SP1054AVPAK2 000 00 WG1153AVPAK2 SP1153AVPAK2 WG1154AVPAK2 SP1154AVPAK2 0 Warning— Suction Entrapment Hazard. Suction in suction outlets and/or suction outlet covers which are installed in a small area and/or below the surrounding surface can cause severe injury or death due to body entrapment hazard. To reduce the risk of body entrapment,installation of the field fabricated sumps must be such that the top of the mounted cover is a minimum of 1 1/2"above the finished pool surface over an area larger than 40"on a diagonal. t P r � + 40 44 The Stand ard i nAutomatic Pool Covers / O • / AO _ r r � 1 I► - snNJ MATIc, � W 'ilk World Leaders in Automatic Pool Covers ` , r 1 Only the best will do when designing your Backyard Oasis. Choose Aquamatic Cover Systems. At Aquamatic we have dedicated years of investment to give you the ultimate system at an affordable price. v ly _ I t I ilt 1111 111 f -t ... but the most important part of any pool cover is the mechanism . The Patented mechanism of the HYDRAMATIC represents the best value for your durable investment. Designed to last the lifetime of your pool,the Hydramatic is maintenance free,and the most reliable cover on the market with the most extensive warranty in the industry today... 20Years _ Drive Warranty IYears Fabric Warranty ' v • ;. .fit. :' � 1 �dv of professional , archit_ _ ,} have made the Hydramatic hydraulic pool cover _t worldwide. yr • Unique all-fluid dual drive is waterproo>r �- • No electrics near the pool,the powerpack(pump) can be placed up to 1 • Quick and easy to open-tra\l4 about one foot per second on average • Patented trouble free Leading Edge slide system and cable compensating evice , • Rainwater Removal feature built-in on most-covers • Installation on most pool types and shapes �. • Leaves and debris are collected when the cover is opened to remove rainwater • Saves money on chemicals,energy,and water loss from evaporation • Pressure relief valves gently stop the cover at end of travel • 20 year limited warranty on the mechanism • 7 year limited warranty on the cover fabric 4 When onlythe best will • invest in the best pool • q ua rn�at�c� C.• er ;5 stem W • ■ Enhanceyour I . . experience with the safety • • convenience of • Hydramatic Swimming Pool Cover. Mr Another Aquamatic Exclusive ... r r The Lift Lid is a uniquely engineered lid system that hides the lowered bond beam;as well as,the leading edge bar of the cover. It rests solidly on the lowered bond beam providing a completely stable,zero deflection walking surface that incorporates your pool coping or decking surround.The cover vinyl is sandwiched between two nylon rails which also acts as a water stop and blocks virtually all pool water from splashing into the cover recess. The Lift Lid is hydraulically actuated,and with a turn of a key,once it is raised,the cover will open or close seam- lessly.When the cover reaches its maximum endpoints,or any time the key is released,the Lift Lid will slowly drop to its fixed position,once again,providing a solid and safe walking surface. ' •Ideal for any pool application,especially when the cover is located at the entry point of the pool. •Modular in design,the lid sections can be removed . individually for access to the cover recess. For more information,or design specifications, ` W contactyour local representative or Aquamatic Cover Systems. v Lift Lid is ideal for any pool application,especially when the cover is located at the entry point of pool. ••�tom." /• _ ��A� � � r '�M+��"' '"• `� $+ � y '�► .,+. _ __ • Modular in design the lid sections can �.. ` to the cover recess. - .,; - r 7 Under Track with Masonry Lid �;t r AV With our Walk on Lid Components,you Can blend with the hardscape to achieve a completely hidden lid detail. We have specially designed heavy duty stain- less steel trays and brackets,or stainless steel brackets and retaining clips to provide you with the hardware for your specialized hidden �. lid detail. j Aquamatic uses only 300 series stainless steel on all pan,bracket or clip applications. Beyond the stan- dard size components, Aquamatic can fabricate -`� custom sizes for your special application requirements. v Under Track with Masonry Lid The pans are specifically designed to carry and support masonry material including non-standard or undulating thickness like flagstone,brick or pavers. As an alternative,the stainless steel bracket and retaining clip can be used with any precast or poured in place component. Under track with Light Blue Cover and Walk on Lid **Note: Stone Lid component must not be thicker than the coping on the track side of the pool.* In wall undertrack with matching Walk on Lid t 4 v Under Track with In-Wall 0% Mus ■low a■ 4 i � loss ■.W v�"x in OF Bar t Encapsulated"Inwall"track receptors offer the builder/designer the freedom to use any coping detail without having to maintain a minimum thickness and cantilever requirement. These components are preferred with raised bond beams or where the coping is undulating or is a non-standard thickness.Another ideal application is on spa/swim spa installation. By eliminating the cantilever on a traditional undertrack,it will make for a more comfortable bathing experience without having a protruding coping against your seating area. T-� f t t # 1-1/8' _L:: e 3-5/8" Inwall#1 Composite Lid and Aluminum Lid 1 r � ' rr 1 Under Track with a Light Blue Cover and White Composite Lid Inwall Track with Aluminum Lid Under Track with a Terra Cotta Composite Lid 3r Compact Drive and Swim Spas Another industry first, our Compact is designed for both recessed and retrofit applications. Compact drive on Swim Spa with Gray cover and Low Profile Leading Edge. On the deck mounted Compact Drive,the offset only requires 9"of clearance on both ends from outside of tracks. Compact Drive and Swim Spas Initially designed for the swim spa application where the goal was to make the cover system proportional to the reduced size of the vessel. It is now ready for all z types of pool/spa construction. I 0 The mechanism now requires only a 12"(past water- line) offset on both ends of the mechanism housing. This addresses the aesthetics by equaling the offsets, 2 and allows for better coping layout to accentuate i symmetry around the pool/spa edge. Additionally,if you have minimal clearance,this unit addresses this challenge. The Compact Drive is ideal for small to medium sized pools. For larger pools we can offer our standard Hydramatic in a split drive with an equal offset of 20" per side beyond waterline. This Compact Drive utilizes Aquamatic proven dual motor hydraulic technology assuring you of the reliability and durability typical of our Hydramatic hydraulic drive system.It is also supported by the same 20 year limited mechanism warranty. Limited to a maximum pool size of 14'x 28'. Special Application Vanishing Edge f Vanishing Edge with Navy Blue You are only limited by your imagination Vanishing Edges,Freeform 1 MOM Under Track, Multiple cover applications. Submitting your ideas to us early in the design process as- sures the most aesthetically pleasing application available to you. Vanishing Edge with Designer Washed Navy Vanishing Edge with Standard Green - kill's�4 y= f - f.. Special Application Covers 4 '1 r• aV! 9. - � w Y'. 3 As shown above,the deck follows the contour of the pool.This is referred to as an "Extreme Cantilever" Stepped decks are ideal for deck mounted tracks and provide a clean cover recess while allowing the lead bar to rest against or tuck under the lid detail. _ v .1 i i Special Application Covers ICZ ' t t T s . s, Flushtracks,ideal on gutter,zero edge or perimeter _ overflow pools.The track is placed just outside the gutter or edge. Special ApplicationCovers Our engineering partnered with your imagination . . . • Commercial applications,ideal with rising energy costs,see their return on investment within avery - shorttime by realizing savings through reduction of '�quiprYient operating time,water and chemical con- sumption and heat retention from elimination of evaporation. ...enables us to provide automation on your most unique swimmiq�g pool designs. .^ -f Ni w e a fp " sct �7 Fiberglass and Vinyl Liner Pools AAA t 4 NO Sectional recess with intergrated drain At Aquamatic we have developed a number of track extrusions to accom- modate the installation of the cover on _ both liner and fiberglass pool kits. For liner pools we have an easy-to- assemble sectional recess for the mechanism. For fiberglass pools we also have a prefab one piece fiberglass recess available. •,, Top Track with Composite Bench Another Aquamatic first,our Patented Composite Polymer Bench is available in 6 decorator colors and . ►' � � the structural design is sturdy enough to double as seating �- area. The unique molded process injects color and UV inhibitors throughout the entire panel to `p sure the panels never fade.The bench enclosure is �— maintenance free and all Polymer panels 4:a�.' carry a 10 year limited warranty. I Standard Color Gallery "!49 �. a•..R 1 _ �...iJ.J Navy Blue Royal Blue r Light Blue Turquoise Green NOTE: It is impossible for the fabric material that covers the pool to be crease free.The cover material is manufactured to the width of the track to track measurement plus an excess amount of material.The excess material is to allow the cover to lay correctly on the water surface. If it did not lay correctly,there would be a bind condition. Also the excess material is necessary to allow for changing water levels.Therefore,when applying a cover to the roller drum,a number of folds need to be made,which results in creases forming in the cover at the vault/surface housing end.The amount and length of creases differ on every Aquamatic installation which is dependant on size,shape etc. VP Standard • • Gallery 1� I V Brown Black Charcoal Sit Light Gray Sage vp Designer Color Gallery r - r WASHED NAVY BRUSHWOOD SLATE GRAY I1UN I1 R(,RLLN DUSKY BLUE BUFI' ARTpoolcover, an Aquamatic exclusive �'� 4R - �wK I�iM � ■r � � � � � I ' a� 9i1 0� a► - •� r � Bench and Composite Lid Colors _w White Tan Terracotta Brown 1 Gray_1! Charcoal Colors depicted on both the pool cover fabric as well as the composite polymer panels are as close as printing process allows, samples available upon request. Standard Powder Coating Colors These match the lid colors above Rat-9010 Rat-1019 Rat-8004 Rat-8012 Rat-7040 Rat-7012 Photo credits * Powder Coating is a non-warrantied item* All Island Gunite Pools,Alka Pools,Bradford Products,Drummond Pools,Emerald Pools,Endless Pools,Gib-San Pools,Haven Pools,Hawaiian Island Covers, Monument Pools,Royal Pools,San Juan Pools,Skyline Pools,Swan Pools How the Cover Works 0 6 � - (Our compact drive shown) The Hydramatic operates via two hydraulic torque motors,one directly connected to the cover drum to open the cover,the other torque motor drives the rope reel which closes the cover. The direction is controlled by turning the key to the desired position (open or close)which actuates a proprietary solenoid valve to send the hydraulic fluid to the corresponding motor,either the cover drum to open,or the rope reel to close. This design is elegant in its simplicity,yet very robust.The all-fluid drive eliminates the clutch (typical on every other automatic cover),and is self adjusting with no need for lubrication. An inherent part of the Hydramatic,is the pressure relief to prevent over travel without the use of any electronic sensor or switches. Rainwater Removal Feature �- A zipper/screen rainwater removal feature is standard on most Hydramatic cover systems V q` Technical Specifications •T` 1 _ T _ Inwall #1 Top Track 7.7 r_ 2" 3' UnderTrack Flush Track Encapsulated"in-wall'Receptors for Concrete Gunite and Fiberglass Pools 7;��79 In-wall tracking is ideal for any indoor or outdoor installation. T 1-13,6 The track receptor is installed on top of the bond beam during the 1-9/16" pool construction prior to the coping installation.Coping or other 3-Sre" t— 3-3W ­j masonry materials are placed directly on top of the track receptor. In-wall#4 In-wall#5 w/Fiberoptic Receiver Encapsulated"In-wall'Receptors for Vinyl Liner Pools Technical Specifications Exceeds ASTM F1346-91 safety standards Mechanism 21" 2" 2 hydraulic torque motors Drive unit Y q Open and close switch Key-lock switch 3-Sre" �t 3-Sre" 3-5/6- Powerpack(pump) Electrics 110/220-240v-60/50 Hz, In-wall#2 In-wall#3 In-wall#6 w/Fiberoptic Receiver 1 PH 75-1.5 HP and Liner Bead UL,CSA,CE approved Hydraulic oil ATF Dexron III Normal working pressure 800 psi(40-56 bar) asnfi• Limit switches pressure reliefvalves 2-3/a" Cover Fabric i. a-5re'�} Material PVC on re-inforced L polyester scrim In-wall3DF Reuseable deck form Fabric weight 16/18 oz per sq.yd. Incorporates track,liner bead can be used with any and permanent deck form Aquamatic inwall track receptor Specifications and Installation Possibilities HIM Under Track ILI Top Track Top Tracks Flush Tracks Under Tracks (with bench) Aquamatic Pool Covers are suitable for most pool shapes. Aquamatic reserves the right to change components or specifications without prior notice. Top/Recess *Dimensions shown are for pools up to 45'long.For longer pools,or pools over 25'wide call for specifications.* #1 #2 #3 s` s Plan View Plan View Plan View ..uto�u.er lauX A�io-�a.x�Lar.-- AuOCover DXm A..-C.—WO — ! ' ITYp 1 6"ITYp I 1-0'13' 6'ITYp I t'-0't P2' 6'(TYP) Be gg e B }. TIk Lro Y Tlk Lro � �k ro Y Section View Section View Section View Auto-cover Vault Detail Auto-cover Vault Detail Auto-cover Vault Detail Standard Drive Split Drive Compact Drive For Pools up to 45'long For Pools up to 45'long Limited to 28'max.Pool Length Other benefits Saves Lives An Aquamatic cover acts as a horizontal fence,and it is "safety you can see" The primary function of the automatic cover has always been to safeguard your children and pets from the pool and minimize the risks inherent with pool ownership.The [CC has recently recognized automatic covers as stand alone barriers. Additionally both the Hydramatic and the EZ-Cover exceed ASTM F1346-91 stan- dards for safety and closure.As durable as these are,they are not intended as a toy and should ` only be walked on in an emergency.Of course there no substitute for adult supervision. f 1 Saves Energy The U.S.Department of Energy states that ?5%of heat loss is from evaporation,along with the evapo- ration,you will have water and chemical loss while incurring the cost of increased pump and filtration time of an uncovered pool.By utilizing an automatic pool cover you will eliminate your evaporative loss. Saves Money An automatic cover will reduce your pool operating costs by as much as 70%through reduction of water,chemical and energy consumption.Additionally your other pool equip- ment will work less and last Ionger.You will also realize a full return on your cover invest- ment in a relatively short time.*On indoor pools,the automatic cover will act as a vapor barrier,which allows you to reduce both the size and operating time of your dehumidifica- tion equipment saving you additional money.* Saves Time Spend less time skimming and more time swimming.A pool with a cover is always clean,warm and debris free.Which in • turn,will allow you to have more time to enjoy your back- yard oasis with your friends and family. Saves Resources The pool cover will act as a solar collector and will passively heat your pool through radiant transfer. Our customers have found on average their pool temperature has increased by as much as 10 to 15 degrees while also extending their swimming season. NY Features of our patented Dual-Motor, all fluid Hydraulic Cover Drive System Advantages and Benefits WATERPROOF The Hydramatic drive is a closed loop system, and although a drain is required in the cover recess, inadvertent flooding does not mean expensive electric motor replacement. SAFETY No electrics near the pool for greater safety. All electric power and switches are remote at the equipment pad which also means fewer problems with inspections. POWER Hydraulic drives are compact yet powerful, and can be easily controlled to provide only as much as is needed to operate the cover. Hydraulics are durable, and the most popular drive unit for wet and hostile environments and are the preferred choice of builders,designers and architects. DURABILITY Hydraulics are widely used in heavy equipment for their durability and reliability. The unique patented Dual-Motor Hydramatic system eliminates mechanical linkage and clutches to start and then change direction of the cover. It has the least number of parts of any other automatic pool cover system, yet has a full range of safety and convenience features. Originally designed for commercial and other high use applications exclusive to Aquamatic. CONVENIENCE The Hydramatic cover system has a patented built-in rainwater removal feature on most applications. When rainwater collects on the cover surface, simply turn the key to open the cover, and the water will be forced through the screens into the pool. The screen mesh will collect the leaves and most debris.A computerized cover pump is also provided with all cover systems exclusive to Aquamatic. COVER TRAVEL LIMITS The cover is gently and reliably stopped at each end of travel by our patented pressure relief valves, eliminating the need of electronic sensors or other electrical devices near the pool. RATED The Hydramatic cover is UL tested and certified to exceed ASTM F1346-91 standards for pool safety. WARRANTY The cover system comes with a limited 20 year warranty on the mechanism,a limited 7 year warranty on the covers and a limited 10 year warranty on the polymer panels. For additional information, contact your Aquamatic representative. � I M AQUA f ,�• :.,'.r', MATIC (OWED IVITIMf q a tic Cover Systems 200 Mayock Road-I. Gilroy,CA, USA 95020 Ph:800.262.4044/408.846.9274 Fax:800.600.7087,l:408.846.1060 www.aquamatic.com Automatic & Manual,Covers Since 1980 Distribution and Installation Available Worldwide Follow Us •i These products are covered by one or more of the following patents: 6,3980,680;6,026,522;5,950,253;5,930,848;5,927,042;5,845,343;5,799,342;5,546,751; 5,349,707;5,327,590; 5,184,357;5,067,184;4,939,798 Other U.S.and foreign patents pending Building Permit Check List 8t Zoning Anal'sis w Address: L o 71 'c�' SBL• t r,4t — 1 - S, � Zone:-1�s Use: Zt Z Const.Type: _ Other. Submittal Date 4 Zvi Z Z Revisions Submittal Dates: L_ _ Applicant —N S G Nature of Work Reviews:zBA: OF C - 1 0 9 pB: BOT: Other. QK FEES:Filing: BP.Z QCO C/O, ( ) (.�APP: Dated -� Flood Plane: Legalization: otarized: SBL• ✓Truss I.D. Cross Connection: .� �J Scenic Roads: Steep Slopes: Wetlands H.O.A.: Short Storm Water Review Street erring: ( ) ( ) ENVIRO:Long•. Fees: �' ( ) ( ) SITE PLAN:Topo: Site rotection S/W M t: N/A: ( ) (�SURVEY:Dated I 0 z o gm Tree Plan Other. Current Archival• ✓ Sealed: Unacceptable: ( ) (-�PLANS:Date Stamped: Sealed J Copies: 7� Electronic ✓ Other ( j ('� License:_�Workers Comp:OLiabili .-I Comp.Waiver. Other. u1✓ ( CODE 7S3#: c / ;� OC Oct Daced: Q—/(o-- 3 F UGH-VOLTAGE ELECTRICAL.Plans: Permit N/A: Othen N/A: ( ) ( ) LOW-VOLTAGE ELECTRICAL Plans: Permit N/A Permit: Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Pit F LW.I.C.:_ ( ) ( ) PLUMBING Plans: Permit Battery_Other Nat Gas: LP Gas: N/A/: Other.( ) ( ) FIRE SUPPRESSION.Plans: Permit N/A: 0j;e.; ( ) ( ) H.V.A.C.: Plans: Permit N/A: Other. ( ) ( ) FUEL TANK Plans: Permit Type: Other T l ( ) ( ) 2020 NY State ECCC: N/A; Fuel (� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other.( ) ( ) BP DENIAL LETTER; C/O DENIAL LETTER: ( ) ( ) Other. Other. mtg.date: Z Z Z approval 7- otes: ( )ZBA mtg. date: approval• notes: ( )PB mtg.date: approval: notes: Jun "Or REQU Rn EXIS ITI�1C PROPOSED NOTES A [S ��-c r >o� Date:_ f B T Circle: F -- ro Fm= Front: Sim: in CQr Acts.Cov: Er H S :_ S .H Sb: _ Tom: Ft III W: 3 -(. s.­z _ P&I H691A/Sto k& npt, 9 ti! Q---�1 Z -� OCR COr� J , L [ECEME BUILDING DtPARTMENT 2 9 2022 . '' . I,'\�. \ NOVE VILLIAIGF,OF.RN OOK - I 1� VILLAGE OF RYE BROOK 'i�EET RYE BR 938 KING S, NY 10573 A BUILDING DEPARTMENT _o_o_o 1,72 1**w'.rXebrook-.0i'-[! 41***It*It*It 4t 4; 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:- 0 Kcp 'VXIVIE Date of SubMis Sion: Parcel tL' 7_oiiel,-6- 17-q Proposed Improvement(Describe in detail): I �ftin I APPLICANT CHECK LIST: MUST Br-, COMPLEM) By TnE :kPPLICANT The following items must be submitted to the Building (A kTA !?=EAA%&M r l(s• Q PkL c. Department by the applicant-no exceptions. rV X&mpleted Application Property Owner: 1AW Sn.LIA ewo(2) sets of scaled plans. (osic i't,11%ize jinaxinitim Address: r4nw vgw6 3. 'hwo(2)copies of the property survey. Phone 4. (Ly,Two(2)copies of the proposed site plan. Applicant appearing before the Board: 5. (%��One electronic/disc copy of the complete S5.L- '?,1� (Filing materials. 6. Filing Fee. Address:(O*zl- 5Ff4N!1-- 50=v= &qpv 7. Any supporting documentation. 8. HOA approval letter. 0j'applicable) Phone# Ilk 9. '�Photographs. Architec 10.( )Samples of finishes/color chart. llasamplehoai-doi- Phone# 0-45e Model may be pi-esenled the night of the ineefing) By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures,and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before rne this Sworn to before ine this day qjf VVj k. 20 dayT1 In 20 Sign - #re of Owner Sigiluid of Alvicact nr Print lame ol—yQ cr Print Name of A4)plicallt Nolai )fie Notwro u 'Ic �nll'c ADAM M VICKERS A iiii,111VII jij�iji 111, "Otaly Public state u ED)A, EM No tar u(2', 1 P4 M V Notary Pubil' 11"' IC"KERS No.02VI6094 Of New York c Sta �R S 983 c State Of New York NO.ualIflGd In N Q 311f 02VI6094983 e W York Cou f Quoilflecf in New York '%ly Commission EX Ire3 I kly Commission Expl, XpIres URnv Village of Rye Brook ML MR Agenda FB SE Architectural Review Board Meeting AC SF �y Wednesday, December 21, 2022 at 7:30 PM Village Hall, 938 King Street JM 1. ITEMS: 1.1. #5798 (Consent Agenda) Yinghao Wu& Mingzhi Chen 15 Berkley Lane Rooftop solar array. 1.2. #5799 (Consent Agenda) Rajapaksha Premarathna&Laura Tartaglia 25 Wilton Road Rooftop solar array. 1.3. #5800 (Consent Agenda) Carmela Fournier 25 Winding Wood Road Rooftop solar array. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.4. #5801 Jeffrey Mensch&Hannah Mensch 10 Red Roof Drive In-ground swimming pool w/ patio and retaining walls. Approvals: Motion \- Second'��'" Abstention Aye; Nay; l� Adjournment; Notes �, �C+<<�- �:1J c�c (�(� I �Ci���IX Page 1 of 3 ol Architectural Review Board December 21,2022 1.5. #5795 Washington Park Plaza Associates (American Prime Restaurant) 275 South Ridge Street New aluminum awning w/ lights. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.6. #5802 Steven Borzykowski&Marissa Borzykowski 4 Edgewood Drive New side entry and deck to facilitate proposed Tier II home occupation. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.7. #5803 Michael Malvarosa 174 Fairview Avenue (House in Port Chester- Rear Yard Hillcrest Avenue in Rye Brook) Replace failed masonry retaining wall w/ wood tie retaining wall. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.8. #5804 281 Milton LLC c/o Korneliya Bruce 40 Country Ridge Drive Rear wood deck, new exterior doors,windows and interior alterations. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 2 of 3 r Architectural Review Board December 21,2022 1.9. #5805 Tania Vernon 4 Lee Lane Replace existing retaining wall,repair rear bluestone patio and install stormwater management system. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.10. #5806 Win Ridge Realty LLC 5A Rye Ridge Plaza New tenant signs - "DAISO" Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: January 18, 2023 Page 3 of 3 Laura Petersen From: Jeff Mensch <jeff_mensch@yahoo.com> Sent: Thursday, February 16, 2023 10:27 AM To: Laura Petersen Cc: Emanuel Almeida Subject: Re: Mensch pool permit C, i V e I'm adding Emanuel our contractor. Almeida pools Emanuel Almeida 914-434-2225 80,000 estimated cost Dig number is 02163-000-466 Need anything else? Thanks so much Sent from Yahoo Mail for Whone On Thursday, February 16, 2023, 10:14 AM, Laura Petersen <LPetersen@ryebrook.org>wrote: Can you please send me the contractors first and last name and a contact phone number? Please also provide the estimated cost of construction. 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 jC ryebrook.org 1 l ,cam y'•Fj' A �. ' A A A A F .�If `S 3 r y{}'�r"` \\ �A�3r}A iS I� _}.• ✓i ^pg�^{T}. A A. � -A Ap��••t} _� ^y$q''� i}tt�A A i r v ♦ } • ♦�r r 4S) =f�7 ., r ♦fir r t. ! o �r.� N• 't. � rNr g t •�r •' �♦h rN♦ � }� ,. ..v>. 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IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Terri Younes USI Insurance Services LLC PHONE 877 396-3800 A/c No: 877-775-0110 AIC.No. 12 Gill St Ste 5500 E-MAIL ADDRESS: y terri. ounes usl.com Woburn Ma 01801 INSURER(S)AFFORDING COVERAGE NAIC# 855 874-0123 _ INSURER A:Valley Forge Insurance Company 20508 INSURED INSURER B:Continental Insurance Company 35289 Pools By Almeida LLC INSURER C:American Casualty Company of Reading PA 20427 DBA Almeida Pools INSURER D National Fire Insurance Co.of Hartford 20478 106 Trowel Street INSURER E Bridgeport,CT 06607 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN R ADDL SUBR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE POLICY NUMBER MWDD MWDD/YYYY A X COMMERCIAL GENERAL LIABILITY 6076607784 4/15/2022 04/1512023 EACH OCCURRENCE $1 000 000 CLAIMS-MADE �OCCUR PREMISES EaEoNcJu".nce $100 000 MED EXP(Any one person) s 15 000 PERSONAL&ADV INJURY $1 000 000 _ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s2,000,000 _ POLICY a JE O- LOC PRODUCTS-COMP/OP AGG s 2,000,000 E OTHER: COMBINED SINGLE LIMIT D AUTOMOBILE LIABILITY BUA6076607798 4/15/2022 04/15/202 Ea accident 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED ZOCCURRENCE JURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED Y DAMAGE $ X AUTOS ONLY X AUTOS ONLY ent $ B X UMBRELLA LIAB X OCCUR �CUIE6076607817 4/15/2022 F04/15/202CURRENCE SEXCESS LIAB CLAIMS-MADE ATE s2 00O 000 DED X RETENTIONs1O 00 S OTH- C WORKERS COMPENSATION WC6076607803 4/15/2022 FIRAND EMPLOYERS'LIABILITYANY PROPRIETOR/PARTNER/EXECUTIVEY/NH ACCIDENT sSOO OOO OFFICER/MEMBER EXCLUDED? NIA(Mandatory In NH) ASE-EA EMPLOYEE $SOO OOO If yes,describe under E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS below -" - DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Rye Brook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 King Street ACCORDANCE WITH THE POLICY PROVISIONS. Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S38807057/M35661355 MTBZZ YORK Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a. Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Pools by Almeida LLC 914434-2225 DBA Almeida Pools 106 trowel St 1c.NYS Unemployment Insurance Employer Registration Number of Bridgeport CT 06607 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 83-3002230 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) American Casualty Comapny of Reading PA Village of Rye Brook 3b.Policy Number of Entity Listed in Box"la" 938 King St 6076607803 Rye Brook, NY 10573 3c.Policy effective period 4/15/22 to 4/15/23 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) �X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box 1"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 3 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: Terri Younes (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 1/20/23 (Signature) (Date) Title: Sr Account Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 855-874-0123 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 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, February 16, 2023 10:25 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 02/16/2023 10:24 To: VIL RYE BROOK PRIMARY Transmitted: 02/16/2023 10:25 00002 Ticket: 02163-000-466-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: RED ROOF DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BACKYARD NearSt: OLD OAK RD Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INSTALL POOL Estimated Work Complete Date: 05/31/2023 Depth of excavation: 8 FEET Site dimensions: Length 50 FEET Width 20 FEET Start Date and Time: 02/22/2023 07:00 Must Start By: 03/08/2023 ------------------------------------------------------------------------------ Contact Name: EMANUEL ALMEIDA Company: ALMEIDA POOLS Addrl: 106 TROWEL ST Addr2: City: BRIDGEPORT State: CT Zip: 06607 Phone: 914-434-2225 Fax: Email: almeidapoolsinc@gmail.com Field Contact: EMANUEL ALMEIDA Alt Phone: 914-434-2225 Email: almeidapoolsinc@gmail.com Working for: VILLAGE OF RYE BROOK ------------------------------------------------------------------------------ Comments: POOL TO BE DIRECTLY BEHIND EXISTING PATIO IN REAR YARD. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 1 X.NO, 1 .512 HLE NO: 386 The Off ice of J.W.De law Surt*Wmftmb 9M Ik Brow"y-Suite 25 %Me Pimrs,*v Yoek 106G3 0 JL WM C W(9141 W-03M IFn W-M Dff: PRF: Any dtefo*or Wft to ft vwy�a js*�n of 1,00 72M 4 the 41 VIP UPF WON i Awl SFCU 7WMV&A *em v owfo, Mv of moraw$to 01the Amp Am spcbfp RED M OF WU,-of the 10'IX STAR kWO OF De 440 E. ' 0 0 DRI ... O& 0R *W V O w. amf ve"ed CA on jbd c P "EoJAP N 3 to wr S 80.4 ' % O may. eta O L*0u VE ww Re*M ^,Mw6w1m v*wrsw*e to Wfto r6twe" a Ahmat'Nos- k Pq RXTf Wt be Od ICWW�W nth 125.00 It uo*,of VkV *eg".if my tw I'ye ow,a 101 ffftk N.DOM the WVW*4 U&*- M.&WltY 4L 14 CN #W*gow,s tt XWy show,WRT is bow M 0 f*SWWY 4)C V SW 0 occOwr A ofy wuwk 9v;4,2,0 W),I.a,= C"a R ft srtA&R.B SON Iffis FW HN WTW 2 STORY GARAGE 3a95 0114 W MW or, X"npj ham MY 226.16-) FRAkE A S PTLE NO N20-909w 16.34 @ 8 -------- ------- I IttkWi,N.r Lr-No I'M fs Far!,he Ar of if W" -= . . NOTE ARE 15,700 FT. r-- Easements hereon,(if my),are shown aW delineated on F"iled Wap No.26266 E 11 VI�,Ei � ► UX Denotes Lot No's Per Fla!Mw No.26266 NOV 2 112 2 i LED N. 82*091 00jv VILLAGE OF RYE BROO�l W BUILDING DEPARTMENT (F.F.ELEV.)()C)CXX)' DENOTES FIRST FLOOR ELEVATION SECPON THREE, RIME RjqGE 11 125.04' (GAR,ELEV.Xft XX) ......DENOTES GARAGE FLM FiEVATION (FIL0 MAP No. LOT 89 SECRON TW, ELM HILL (ne MAP No. 10374) AS-BUILT SURVEY LOT 47A SECnON X, EW H/jj of- A@ MAP No, 103,*p A% Lot 12 LOT 40 ) "RED ROOF FARM..." ii r nh (RO MAP NO.262%) —fILE 6UP SITUATE IN &AGE OF RYE NO VkSTCHESTER COUNTY NEW YORK SCALE: 1 = 20' DATE : October 23, 2000 Moll I Fr- ONO YOI Q o ® _ L w fiOX ' � 1 1 i , M � I o m� � 1 N I O _ w ►---, rn 5-a I g c., U. wl 1 61 LO'yti o o w72, $ I h > m 31RgllyhaSy m CIR I � � 66Z► 1 j cAe ® g W LO o~ Lr I U 1 W ti 3.Ot S!.6 •N 1 1 I I 1 0 1 I 1 � I � Z N 1 � � I r I 0 U=It 1!= 11 MU 15do EXISTING CONDITIONS - EROSION CONTROL DEMOLITION PLAN EROSION CONTROL SCHEDULE AND DETAILS YAINTUWSE .-V4E:11%10E wwrtlzE EXISTING DRIVEWAY IS TO I.CD.W�TOR101,15PECT LC ONTRACTOP TOV45PEC`T 1.CONTP4CTCA SM5M,'M1T1,V1TRft SCL 54LO&CIT CW1115tFutaL SX SEOWL1411 CC*X="L MPLCMAECTLUI NOV Z9 ZQZ X.,Wr AFTV"In$W1 ri-�� T 1: L C.'AW10-Alz WATEPI&A-&ARAP'.UL- I rwfn yo..O* WET.= 0D.FiEr.'r.P11% BE USED FOR CONSTRUCTION CATE 4'LEAST 3 CSPI PEV.0-E ftV EV21q E j­7ERCC11TPCL CPV4 rVela>Ms. 'E.VvE RUN CA7 MD uSiA,1 Rw,DrF.0 PRIOR TO ST-QT. rF,'JIE E A!"C.Cesn-E PEVZ-E ftr,E V119 E szo,wi, SEC4%1t,,T. jr��`PA'0Crljl ACCESS.DRIVEWAY PAVEMENT PATENS&VVIiCV�'VI'ED-S T* I CALL rca E C,CWiE%-F_1Nr.,P1TP.3 226 �jl)ftf%17TED TO TC,.V, _n3,,ATLE :i,,$ -111 IT I ED D TLI�L AND CURB ARE TO BE PROTECTED 1 MJP TO FVd$.L 1 WITH HEAVY TIMBER AS NECESSARY. VILLAGE OF RYE B K (SEE DETAIL EC-4) T T.E C.�WA;j%UT.FLTERF#M-C F.U-R to 1 O or ccfmucimt BUILDING DEPART NT I TOVIN IT..NSPECTON 1-17-77-1 O :.AT LELST:CM.SPRMQTOFtJ04. cT1='FP""""tAGE FL JE:) 10 Red Roof Dr,Rye Lit, PLACE POSTS 6.110'APART Brock,NY 10573 CONTRACTOR FENCE POST DOWNSTREAM OF FENCE FABRIC 80CJ FEM ACCESS AND FAMC V.31.c FAST$TAr9 To'-pe. (70"IDE) 4' 40,, ;k ff'Pj Z7-!M STAGING ROUTE 224 7 2�,B FLOW 30 'CONTRACTOR EXIST.GROUND 7 7 23' DIG 6"WIDE 8 FABRIC MESH FENCE CONCRETE TRUCK DEEP TRENCH E BURY• GEOFAB OR EQUAL BOTTOM 1*4he OF FA PIC.TAMP IN 'WASH OUT AREA. 125 PLACE NOTE USE STEEL POSTS BEDDING DETAIL ANCHORING DETAIL NOTE WEIGHING 1.3 LBSfFT. -00 AT THE COMPLETION OF THE PROJECT AND AFTER SOIL STABILIZATION AND VEGETATIVE GROWTH HAVE BEEN ASSURED.THE SILT FENCE MUST BE COMPLETELY REMOVED AND THE INSTALLATION NOTES EMBEDMENT TRENCH RESTORED TO A NATURAL CONDITION. J% rinse W 1. SALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN 7- A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT SALES, 1".1 2. EACH SALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES AND V 49 Air C_�SILT FENCE DETAIL PLACED SO THE BINDINGS ARE HORIZONTAL T. 1 3. SALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR 222 SCALE NOT TO SCALE SAL RE43ARS DRIVEN THROUGH THE SALE.THE FIRST STAKE IN EACH E SHALL BE 3,1 L01 DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE SALES TOGETHER STAKES SHALL BE DRIVEN FLUSH WITH THE SALE. HAYBALE DETAIL ELEVATION VIEW FENCPIGrR0OT PROTE 'L' LL U'I"'L EXISTING TRENOWING113LCAVATION ZONE A(CINTICAL ROOT ZONG LOCATION OF • cmsTRcrm FENcim E 0 To. SCALE NOT TO SCALE PROVMEOAN Aft \RETAINING MAKTANED AT plittPLINE -At LAM'WA­ PERP.TEST2 ETHODS TO INS! N EN6jR*AM§* 1"81 ENGINEERS APPROVAL REOMED FOR ILINIMIZE ROOT DAMAOL WALL USEIACCESSWITHIN ZONE ELPERMISSION FOR X ISEV USFJAC EBB REQUIRES SURFACE PROTECTION'j=CE OF ROOTS LARGER THAN raiA C 'EER. FORALL UNFENCED UNPAVED SURFACES CONSTRUCTION SCHEDULE WITHIN ZONE 8 r MAX NOTIFY APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAAT76ffA1?1j PR R-TO­ I TUMMIEUMORE ED TO INSTALL LINES T4r BlEELOIN START GRADE OR DEEPER. SURFACE PROTECTION MEASURES VARIABLE AS DIRECTED BY THE ENGINEER PLASTIC OR v_ALI%m tail ZONES DRIPUNEI I MULCH LAYER V."EPTH M/WIRE TIES INSPECTION BY MUNICIPALITY-PRECONSTRUCTION EROSION CONTROL MEASURES Install all erosion contra measures prior to start of Construction. 1.OPERATION OF HEAVY EOUtPMENT ANOr=0A X Y4*PLYWOOD - PROTECTION AREA Cal for Inspection from the appropriate Municipal Agency having jurisdiction at least 2 days prior to finish. STOCKPILING OF MATERIALS SUIVECT TO I - lNew ENGINEERS APPROVAL 3.STEEL PLATES MIN 10 GA. - DONOTENTER LIIIK 112-1112GA, INSPECTION BY MUNICIPALITY-MAINTENANCE ACTIVITIES DURING ALL PHASES OF tln T L SURFACE PROTECTION MEASURES REQUIRED LINE WIRES I A I INTERMEDIATE •reeii.o. TRENCHROALLOYMO AS FOLLOYVS CONSTRUCTION ____ ft -After any rain causing runoff Contractor to inspect haybales,etc.and remove arty excessive sediment. I.- - Im EXCAVATION BY KANO OR VVITH HAND and Inspect stockpiles and correct any problems with seed establishment. DIUVDII TRENCHER MAY BE REOUIRED, STEEL POST GRACE -Inspections shall be documented in writing and submitted to the appropriate Municipal Agency having LIMIT TRENCH WWTH.00 NOT DISTURB WOVEN WIRE FABRIC jurisdiction. INSPECTION BY MUNICIPALITY-STOCKPILING OF SOILS AND ROUGH GRADING OF SITE ZONE A.MAINTAIN V3- is ZONE 0 IN UNDISTURBED CONDITICK A TUNNE NO MAY BE RECUSED FOR -Strip topsoil and stock soil for rousa and property dispose of all excess soils. i To POLY BARRICADE FABRIC(TYPICAL) Z7EC#FEEa[RROOTZ0NE) ORANGE.LIV RESISTANT -Stockpile excavation suzrode materials and property dispose of all excess soils. HIGH-TENSILE STRENGTH -Seed stockpiles with I lb.total annual rye or mix as per engineer. POLY BARRICADE FABRIC(TYPICAL) -Perform rough grading activities as soon as practical.Call for Inspections as required. OPERATION OFNEAVY EOUIPMENTAHO`011 STOCAPIUNO OF MATERIALS SMELT TO INSPECTION BY MUNICIPALITY-FINE GRADING OF SITE- APPRCVAL ELEVATION VIEW ( r't�f / C' 11 / / / aP^�-,,,K / l i Remove oil remaining excess soils from site.Compact oil graded materials as required. 2.SURFACE PROtECTM MEASURES MAY BE Cal for Inspection tram the appropriate Municipal Agency having jursdiction at least 2 days pirtor to finish. REOUIRED.TRENCHNG MN HEAVY ECUMENT ALLMED AS FOLLOWS. Perform all additional fine grading activities as required.Call for reinspection. SIDE VIEW 131 MHOUTRENCHWIDTH INSPECTION BY MUNICIPALITY-ESTABLISHMENT OF TURF,FINAL LANDSCAPING AND TREE 2 Stovy REPLACEMENTS MAINTAIN M OR MORE OF ZONE C IN UNDISTURBED PLAN VIEW t 1,t Spread topsoil evenly over areas to be seeded.Hand rake level. -ame "Ciptilse Broadcast 1:25 111.Sag of Jonathan Green'Fastgrow'mix at equal over areas to be soodLd.Apply straw mulch and water within 2 days of completion of topsoiling. tfc�­TREE FENCE PROTECTION Cone -Install turf(optional)landscaping materials and any replacement trees. -Demobilize all equipment and malertats from site as necessary. It SCALE:NOT TO SCALE -Call for inspection from the appropriate Municipal Agency having jurisdiction at toast 2 days prior to finish. # 10 D t I v P, y INSPECTION BY MUNICIPALITY-FINAL INSPECTION r / �/ -16 MIN.WIDTH Perform any as-built drawings,land surveys and or engineering certifications.Submit documents to the INSTALLATION NOTES appropriate Municipal Agency having jurisdiction. / T R / ��' I -Cal for inspection from the appropriate Municipal Agency having jurisdiction at least 2 days prior to fin sh. i / .•:��� f / 1. STONE SIZE-USE r STONE OR RECLAIMED OR RECYCLED CONCRETE EOUIVALENT. -Remove all erosion control measures upon establishment of turf or as per the Municipal Agency hav-ng 3 in.CLEAN STONE 2.LENGTH-AS REOUIRED.BUTNOT LESSTHAN50FEEr(B(CEPTONA SINGLE RESIDENCE jur scliction. LOT"HERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. EXIST. 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. COMPACTED SUBGRADE INGRESS OR EGRESS OCCUR. A DJ. I �L WIDTH-25 FOOT MWIMUM.BUT NOT LESS THAN THE FULL VVIOTH AT POINTS WHERE S.FILTER CLOTH WILL BE PLACED OVER THE EN71REARFA PRIOR TO PLACNG OF STONE IN FILTER CLOTH WILL HOT BE REOLARED ON A SINGLE FAMILY RESIDENCE LOT. SECTION FILTER FABRIC a SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENT1Uui4CFS SMALL RE PIPEDACROSS THE EWIRANCE.IF PIPING 95 wd,rEXI IMPRACTICAL A MOUNTABLE BERM WITH 51 SLOPES WILL BE PERM11110. .4 CONTRACTOR SHALL REMOVE Y. MAINTENANCE-THE ENTRANCE 9-AU BE MAINTAINED 94 A CONDITION VIIHICH WILL t TEP cl:i PREVENT TRACKING OR FLOWING OF BEMENT ONTO PUBLIC RIGHT OF WAY THIISMAY REOUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONOITIONSOEMAND CONTRACTOR CERTIFICATION FOR SWEC COMPLIANCE: • CONFLICTING SHRUBS AND AND REPAIR AWOFOR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.ALL a up SEDIMENT SPILLED DROPPED WASHED OR TRACKED ONTO PUBLIC RIGHT OF WAY MUST t)tone Fa' PLANTINGS,RELOCATE AS BE REMOVED IMMEDIATELY. THE UNDERSIGNED HEREBY CERTIFIES AND AGREES TO COMPLY WITH THE 6.WA.SHING-WIHEELSSHALL LEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE 14 START A ONTO PUBLIC Rr.�frOFVVAY.VMENWASHMtSREOUIREDITSI-ALL EIEDONEONAN 74.1. PER OWNER. TERMS AND CONDITIONS OF THE STORM WATER,POLLUTION PREVENTION AREA STARIT 171:0 WITH STONE AND WHICH DRAINS INTO AN APPROVEDSIEDILIENT > rN EXIST. TRAPPING DEVICE PAVEME 9 PERIODIC INSPECTION AND NEEDED MAINTENANCE SMALL RE PROVIDED AFTER EACH PLAN AND AGREES TO IMPLEMENT ANY AND ALL CORRECTIVE ACTIONS RAN �71 dAR IDENTIFIED BY THE NYSDEC QUALIFIED INSPECTOR AND/OR VILLAGE/ a\-: / �// -n M / �` 'i^�•i..�My _ �.- / NGINEER AND/OR BUILDING INSPECTOR DURING ALL SITE INSPECTIONS. 03 r^( •-/ / / / // .Sila;,.i�ii>♦i� .-./ 3a MIN.LENGTH/ i n.•:,•._!ia. r �/` FURTHERMORE THE UNDERSIGNED UNDERSTANDS THAT THE OWNER z0c: v!r / // / /�r AND/OR PERMIT HOLDER SHALL COMPLY WITH ALL LOCAL CODES FOR - STABILIZED CONSTRUCTION /� // PLAN rc- lift" STORMWATER MANAGEMENT AND ALL TERMS AND CONDITIONS OF NEW 01 YORK STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM(SPDES) 0 %/ ��� NOT M�SCALE� �E N�TR A�NC E��=�L� r" r GENERAL PERMIT FOR STORMWATER DISCHARGES FROM ACTIVE C) HATCHED AREA INDICATES A CONSTRUCTION SITES AS IT IS UNLAWFUL FOR ANY PERSON TO CAUSE OR PROPOSED AREA FOR POOL 41h. Zi 4 // ��- / OE 511AMM eNnw-Fitz CONTRIBUTE TO A VIOLATION(S)OF WATER QUALITY STANDARDS. WITH VMUATVN cK covER V/ IMPROVEMENTS. 0 Q.01M OR LESS ti / / / % . .. - a.akr.,TPa.,snr.etAaTrn dnzL I= /. - R.SP:C. NAME: Village of Rye Brook M;a r %' Revi / / /// / ' `' �'J - •; SIGNATURE' Architect Ur; 0 @w Board 0 Cf) L"Wits /` JTy � /// /Ak- ppreval Date! /&Z =Now DATED LOCATION OF 0 PERC.TEST1 MR SLOE OR Idu SLOPE Chairman: z < C� SET RONT A M 82 00 ,OO Lt5�IQN NOTES 128 0 22,2 r C40 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SMALL BE DRY AND STABLE Main SIDE VIEW 2. SOILS OR FILL TO BE STOCKPILED ON SITE DURING CUTTING AND FILLING ACTIVITIES I SETBACKS FROM TEMPORARY DRAINAGE SWALES. C009 TZ.T;V MCAIM 11 BE 1LVI"L:Pi4u_ SETT is I- MAKIMUM SLOPE OF STOCKPILE SMALL BE 12. 226 UPON COMPLETION OF SOIL STOCKPILING.EACH PILE SHALL BE SURROUNDED WITH OTHER �k SIL. I E U12 D-L�t X W.c"CA PIN SILT FENCING OR STRAWBALES.THEN STABILIZED WITH VEGETATION OR COVERED. r.c-S 0.iAT S,I r�-,2il, -22,4, Or-1,04-T 5. STOCKPILES REMAINING IN PLACE FOR MORE THAN A WEEK SHOULD 13E SEEDED AND MULCHED OR COVERED WITH GEOTIEXTILE FABRIC SURROUNDED BY SILT FENCE 228 25.0-d 6. SEE SPECIFICATIONS(NYSOEC MANUAL)FOR INSTALLATION OF Sir T FENCE INSTALL SILT FENCE AS Xc---�,ALT. SILT FENCE DETAIL A. GOESSL, PE REQUIRED BY CODE.ADJUST SOIL STOCKPILE DETAIL LOCATION AS NECESSARY. SOIL STOCKPILE AREA(TYP) NOT TO SCALE NOT TO=1 CI L ENGINEER (SEE DETAIL EC-1)INSTALL (SEE DETAIL EC-5) 622 SPROUT BROOK ROAD HAY BALES AS NECESARY. EXCESS SOILS NOT REQUIRED PROJECT NOTES: PUTNAM VALLEY, NY 10579 (914) 227-0258 (SEE DETAIL EC-2) FOR BACKFILL USE SHALL PROPERTY OWNER if SITE ADDRESS: EXIST.IMPERVIOUS COVERAGE: SANITARY SEWER DISTRICT: - GRAPHIC SCALE BE REMOVED AND JEFF MENSCH 4,726 SF(30.1%) BLIND BROOK PROPOSED POOL, PATIO, AND DRAINAGE 10 0 5 10 20 MAP OF PROPERTY SrTUATED AT DISPOSED OF OFFSITE. 10 RED ROOF DRIVE PROP.IMPERVIOUS COVERAGE WATERSHED: 1 1 VILLAGE OF RYE BROOK-WESTCHESTER COUNTY,N.Y. THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE RYE BROOK NY. 5,423 SF(34.5%) BLIND BROOK DRAINAGE BASIN IMPROVEMENTS TAX IDENTIFICATION#:135.42-1-5.12 BASED ON ABOVEGROUND STRUCTURES. LOCATIONS OF UNDERGROUND TAX ID:135.42-1-5.12 NET INCREASE: USDA SOIL TYPE: 10 RED ROOF DRIVE, RYE BROOK, NY 10573 IN FEET) UTIUTIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. 697 SF(4.4%) 1 inch= 10 fL ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. EXISTING LOT AREA: - Ce Calden Muck 43.9% PREPARED BY: F.D. PREPARED FOR: JEFFMENSCH FOR INFORMATION REGARDING THESE UTILITIES OR FACILITIES,PLEASE SITE DISTURBANCE ANALYSIS: - RdB Rldgebury Complex 39.4% CONTACT THE APPROPRIATE AGENCIES. 15,700 SQUARE FEET -POOL INSTALLATION 6DO SF - WdBWoodbddge Loam 16.7% ZONING DISTRICT: -PATIO/EQUIP PAD 100 SF Slope:3 to 15 percent -DRAINAGE 500 SF DATE:OCTOBER 10,2022 SCALE: i"=to m SHEET: i OF 4 -MISC.GRADING 800 SF Depth to restrictive feature:-Varies R-1 5 RESIDENTIAL Drainage class:Poor to Well drained Know what's below. In D NO. REVISION DATE H;pth to water table:*Varies ANY UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN PRINCIPAL USE: drologic Sall Groups:C4O Call before you dig. BEARING A SEAL OF A LICENSED LAND SURVEYOR OR SINGLE FAMILY 1-(800)962-7962 F NE 1 ADDED QUANTIMS OF MATMWS 11/10/22 PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209 ADDITIONAL PLANIMETRIC SURVEY DATA SHOWN HEREIN ON THIS PLAN OF THE PROPERTY OF 10 RED ROOF LEtj OF THE NYS EDUCATION LAW. DRIVE,RYE BROOK NY,COUNTY GIS DATA,LAND SURVEY AND RECORDED DEED FOR SAID PR.OPERTY. 1 2 REVISED BARD ON CCTV REPORT 11/19/22 1C 7 DO '��6Z'�FABRIC FD2 Lu DEPART N FABRIC FENCE 'BUR, .I. 4i'tERTIZALF.CE 8101 1MnsBYarEt I ' M11A>MEO•r••Z - 13h W- NG REVIEiN.- PROPOSED IMPROVEMENTS PLAN WITH STORMWATER FEATURES ' 3 Ht REZ"VIE ir'IS FOR DRAINAGE & CONSTRUCTION DETAILS rr •"RR���}�}�� 6t�++` '�'y�.c - 0 RESP�Ji�,YFt181 1 ifhiiAXliQ&a____ ��;,fi t IF T� EXISTING DRAINAGE , '�"•`` (�,a » 2�Qo '?� oc �I j e ' + f, DISCHARGE LOCATION V t f AILS, F1 L LAI%ii e11�*�is a tt �� urpm It7P.n�Cw AT P.CfAXY TO MUNICIPAL CATCH u TT .:FIR«r.. Department d o ment and erosion contra practices pri •' BASIN AS DETERMINED 226 ... IIw BY CCTV INSPECTION PERFORMED ON 11/18/22 CULTEC 150XLH D D:1 ud work and upon completion.the Applicant shall schedule all of the r x AND VERIFIED BY DESIGN INFILTRATING CHAMBERS_ �y ENGINER 's SCALE:NOT TO SCALE - �/ TAKEN 1 \ C)o .--r . censed land surve or 1 t:'.,,.•.•. O� necessary to stake out the exact location o proposed improvements "' F DIMENSIONS OOEIL RECH 132 0"RGER 150H a& �E AM� VNMED W 33.0" rwnn..- Bute T+rcernu r� c.'r r`•.. H 18.5" lJ wtr. a•t s-nuE�..rr ET 801 \ h _ h u,YTwn,T arw f Y - to that there are no conflicts with exi n rriCAPACITY allons 203.0 ,.r`.rr„a_�.,NT E.. M,.,ND s. et �ivre so be identified as required. j t 224 ■ �+ 2 2� ; \ cubic ft. 27.2 TN_, L oa. am am. ■ ! n-T. I \ I I �dlor d �ns i eMlr<gaired at t o r' -fA 3 ■ CLUE•:YJ+.ErAwrvrnia7c.tn,AP�4asirE r..aG •..I. ■ ,: 1 s[:Fs vAr.DaTox,e:T7or rfV Ga•FtECSCETOn rr,EFEaF•. _ -i�,i�::�I I I. 'I I rT.EP pIrea s g >I 1CT 1 ` L."Lv EPllu. ATF l(S roA.�,]r aL any,l/TP..1•'ATM[D CAJfw'D Q '=■1 1 c: / -u..CYE1 7 TrUDF srou ucn„a-nvo.•sEas I I- I I::._ wa�uP•wuP+Par v.. •, nw. 6.The Applicant shall secure the�wouSrlc zone roug proper p aceme'1r k oT� �, ( I 125.00 � ��•1�� -6L r`•REa«-.�*� � !. construction fencing materials,cones,barricades,and caution tape.EAD � �l■ � ! / / \ r[D'2ICE?rN r.LQr3 Fr[:/CD r• T, ■ I - ! i \ :���� __..� ......-fir Ceei AlelRCe r + 1 t r r r p ed `a" y D a S.All SIGNet rxture free from organi 12'+1/2 DUI.COMPACTED "`� �(■ I 1 -_ \ _ SE ECT GRANULAR MA7WAL matter,cons ru io debris t oth ri Materials shall 222 I r - - FGa«r R�o� ��ji) gr ore than 1596 I ' I / r.. i f k r 5"in ion. 1 ' . ceTTER TO Q:iTE7 ' I ,J_'y 1•r:I rFPTTaE urplwfA�°.ALL rginwTtkZ rsE'rCA'tWA h 7 VA"a° •I 9 TL "owlr / 1 11 Vian es tfie�ve o 0 1 •�GFLrUrA,EEROFR1C7FOORGCWE.tiULCV3QLTWT6&EW SW rrAL%Wl&-M7'.r TRENCH B ED D I N TAIL sign i i regard. • 1 Rt6✓�D RAat.O CAnLTn OS.AvcA:+T?3 wLSf4E'. I _.�:� EXISTING / o+Z1 \ 1 = /) ��`RETAININ `2 N 1� con an e IIAETIOUT1.0 APE E+ER ENGR4"DESION. $tat rid end S�I O t lWALL O APE To Be tri.ERTED 2jr Pl W4"k INTO CINDER 14INCH r5--DRai ILEO 0WID" � c ■/ ::: , ), a .PIPYo O"IONALDisrecnoNPORT CULTECNO.A14NMVRNENGEOTEATILE ARC"STONLTOPAND - NDs,rSOLUUTE r to safe card the ublic ri right of Yra and adjacent roe es. 1 ! \ 1 ' TSEezoomoeTAly aDESM%MTORT.OVITOMPERENGINMRSDESIGNPREFEWCE NOS,YTAPEREE -� _._ 1 P P � 1 I _ , FFis1ED GRAOe TAPERED RATEILD WI U V. IEATIPNtLYeolLgrAeTEOFtLL POLYPROPYLENE B measures shall be inspected b a 1 ! ■ __- N TrL, CATCH BASIN IKISER) - _ qualifiedengineer or trainedi i7 ng rec I I n+ WI U.V.INHIBITORS. NDs 1Y'SOUARE TAPERED I �> - 1 1✓ tiz:•_` ''z`C }a��. _`: r�:.`�?�yh.+; ,;:t?�...__.. I' POLYPROPYLENE CATCH I erosion and sediment control training at a minimum of weekly and following all ['-" _ __ _ +rr*+• -� BASIN WIUV.INHIBITORS. rain events greater than 0.5 inch. 1 �' �r r'Rrrrrrrrrr L r I_ DRp11/IrWEEPH�E STORMWATER SYSTEM NOTES: .� r TYPICAL OF 4 PLACES a.ran , 1 ! L^.iv 3/4•GRAVEL BASE 4' ' _ AT BTM CORNERS 1.The Applicant shall safeguard the limits of improvements through proper I / ■ -r:;;;;;.. ��* TOEPDEEPBELOW installation of silt fencing and hay bales downgrade from all excavation areas / ! +■ / / �- O � ,a-_ BST N.STANDING ER. ®N� and stockpiles soil and gravels materials. -' STANDING WATER. - ••.. - - ~' CIATEC ND 48M WOM GEDTLETTLE TO°E ARCED BDE7ITHTNIEItlML nF«DFELnPaMOEorE,N.ILLD,ET,oIREErPOE,VDRsEPRGTeCno.o 'A' t0u'� I - "•=�• 2.The Contractor shall verify all field dimensions and drainage layouts prior to I 1 IG'JIWOUTYGI11IrdfR -_-- n..u.n: / C»y,C'•r.:r:C '•i.eR ua:s•aT ! !,^� X l S 1t 1 J11=�, / / -�:•,,�;�b performing any installation.Any discrepancies shall be immediately reported Q°E PORTAL TO SE CUR IN FIELD TO ILLLGR FOR HVLV FW'a FEED i l GATE TO i T 1 �o �T«��eTo�+P�EAsrgEoeocgEFrA,ReT,CUTSN,LL to the Engineer of record. / /.1 '-•T E-X I� I n G�� 1 I BERANNVVIS-1 MLVVJCe OFfla PORTAL TRM GUIDELINE HAVE A / I.s ttO r V �'�`fl I-age I �1 Y ( I I COMPACTED 500. SECTION 3.The Contractor shall verify depth upon excavation for suitable soils and PROJECT ENGDQF.R OF IECOIaa OR OEATEC/llCAl CGrRiATANTT3 UTGE.T�ONSWi[FOR-� EN• TMTTNe RE°UREDSEAjMCAPMTTOFU64MMSoQSWIBSMYET DROP PIN I o i / A�:5�'ha I t I I consult with the Design Engineer prior to installing any drainage systems. FOR FIXED / I r (( I The Design Engineer will verify soil percolation rates,and prior test results at / it� /�.V ra me.Ho li SE' // C F�n C.r'C'/'t:� ,I I WATER QUALITY DRAIN INLET the time of construction to corm the depth of any design conflicts such as PANEL / I ■ ;` depth of bedrock or groundwater.Any design changes to the storm water G TE ! a / / I ' 1 (s-0O W/ SUMP system during construction due to unforeseen circumstances such as / / # .�.�� /% / D r I\,f �tnii�-"I y ( I FfiEtMEDOEJpE rS16ZD0GrI BETE DIREc-T�IOP 2 shallow groundwater,rock,utility conflict etc.,must be resubmitted to the Telsol E s n e°Oe PCSTPAtR SCALE:NOT TO SCALE / ! . / / % / • j ( GATE TO TEiOY.ELEDrp15N suITFACEFl01Y EL 0p119o1111WIIRP-TgORE:.r,.11 Village Building Department for approval prior to construction. / �Lr / . %� /// ••+' / HAVE Cclip"TCOKCcN0TAN4)CEPf"&,PEP / / / / .:YiL7AC1UPE:515ECFLATIGVS EXISTING � /// ^��••\ / DROP PIN �•�• •" • , 4.The Contractor shall schedule required inspections at least 48 hours in STONE PATIO ( % '"•a y / ''" _ •"' Z advance to both Engineer of record and Village Inspector,and that no work % "•r-. •'•y.Y 'j: 1,:• •.:A••�':..: C.T iPJ.t'TED A30CE6►7E BASE ufEPly'.DCT" g g P ;;!•y.i AS FEPLWEL'FACTURERESPECFavEO 4 shall be covered or concealed until the required inspections are passed. TO BE REMOVED I l ! \ f i /' ! � EXIST. / FOR FIXED `• (s0 SF+J-) I an !_� % rr• D.I. / PANEL 5.Stonmwater curtain drain and discharge pipe to the proposed infiltration ' f i / ^� �• / •.t,, s DESIGN S: rg P P P P OEJTE.TgEFAF-MC�E [TGEENSTALLED DTH ELEV°TW IES drainage system shall be installed along the proposed pool 8i patio as ASrER%W2VCA:TUPE"S'EiPCA-C?.S 1'$TMP• ELEV. ewv Les indicated on the plans.Pipe materials for curtain drain and piped connection r. , f - ra_ COST e,T ■ EXIST.STONE PATIO EXlS " P GTE " ■ CCMPAC1EOrREtoRaPCa VTALL MORTARED° shall be 6"diameter PVC(or HDPE)piping. TEPS * ' s°nAeLC SUBaRA:.:al TO REMAIN / C cnsr � Y rERr.�- Ii.TEPFALs TOOLED / I / � � p■�;., "-':'tir,,!'!BI�IPTrrrrrra ( = 6.Underground infiltrating stormwater chamber(s)shall not be buried within ten i i = I J LWiETERPTC STANDARD PAVER PATIO feet of a building foundation nor ten feet from any adjacent property or right 1'17 I ,.'•''' •,rBrr,.yr I °°'f"Q` TOOLEDEIGRTwED of way.The proposed drainage system is designed to offset the net ADJACENT caaD EYEL (yam W/ GRASS LINED DRAIN JONT Q ANOM SLOPED T impervious surfaces created by the proposed pool,patio and related.The J`, • ... I Z INDENTATIONS TO FROM WAIL ENT _ PRONmRLxALL N„a,T proposed stormwater system consists of one Cultec 150XLHD Chamber with N.. .;.�. ■ SCALE:Nor TO SCALE eTaTBIIFc 0PAD SNALLee IGHT THAW N/ •ki,,;�;�' ;,,.. 30 sETeAc / .FALL. inlet connection consisting of 6"diameter PVC(or HDPE)piping.The I` _ _ / �,• ELrrr i proposed location of the drywell system shall be in the react yard maintaining "'Lr•' `""•'+'LLCt, -��•, +rr. ■ _ _ _ - minimum 10 foot setbacks from dwelling and property lines. `s F' �x''r•+ I Owner/Contractor shall contact the Design Engineer should conflicts exist. l l TOP OF WALL ELEV.VARIES IIII�IIII- IIIIIIII�III III�I1p=11 IIII�IIV g "� () 1'PROPOSEDIN-GROUND 11l 1 l l 1l 1 / WALL CAPPING STONE GUNITE POOL PROPOSED ! ASPEROWNER 1 1 1 `. 4 7.Storm water facilities shall be maintained in accordance with best I -,.r l l l 'T•J.1 1S-0 x 3s o' 11 1SUN 1 STONE PATIO ! DURAWALL BLOCK WALL HO�RIZONTAL� TYPICAL ReTe M management practices and and Cultec maintenance literature.The owner O ( `? �' MAINTAIN MIN. 11 1DECK1 TO MATCH EXISTING RETNFORCEa1ENTEVERY ZCOURSEs4T 1 1 _ FOOTM6 shall have the said system inspected and certified at 5-year intervals L' l 1 l l l l I.t 11`kl LREI I.lRl l l l 1 11l 11 1soSF+r- E 1 C_, TM���� ( ) Y P Y I \ I ) PROPOSED POOL ' y THIN STONE VENEER ;'• i I i -='-• BE000+csTONS minimum ( \ EQUIPMENT PAD _ ►�` #1- 1_11l)_1 1 1 11 l l l 1 l 1 1 l s ! g b AS PER OWNER Z I l l l 1 LOCATION J O 4;�' r-l- STANDARo OWNER POST CONSTRUCTION MAINTENANCE: _ :' J ?Y •••• •• •S / S CORRUGATED STONE i CMU BLOCK GROUT FILLED WIDTH v PINANCHORS fir" AT EVERY RESARANCHOR 1.The owner shall inspect all roof leader downspouts fittings,inspection arts ! • •PROPOSED• ( r; �4 i~ P P 9 P P _ ar EVERY 2 couasE cMu �,�. F T and cleanout caps once per year to ensureproper connections are in lace. / Tow-226.0'�- -`�"'"AREA. - _ / rr;,' ~ls� PO BARRIER COMPLIANT P p Y p / ``' 1 INCH OMETER PVC WEEP TUBES 2.The owner shall inspect and remove all debris from the grate of any open / BOW=223.5' - ' / / ;`• ```` `r J "''t INSTALLED TrC-CAIIK SPACING 4-C yard drain and driveway drain regularly with additional emphasis during the ORSz S NE WALL DETAIL fall and winter months. g Y P g vETS4REBATICAL MUANC-CS 3.The owner shall inspect and remove all accumulated debris from the sumps '� - � - _-__ .ti �.�•y� E4 REt34R Q 30'GC SPACING ~rO-�N'^ _ '•-I �%• "' of an driveway drain and and drain at a minimum of once per year.Adjust L; ` 7Rn�115 TO j ' 4INCH OV4&-TER CORRUGATED Y Y Y P Y J \ ~ 1 ' __ / M V{ p -I1 r I L =jI ,�%' � UNDERDRAMPIPE frequency as necessary. -"yL_________ _ 1 -GRASS ! i- ...i:'I_1 I_ -; + L4'PROCESSED L WRM y 82 Q ¢- _` -- p I 4 •jam, FBLTFR FABRI N TO DAYL --- -- �2� JV Off II �T F1 }fir ., a. 10.Q // LLC t 1 1. �• 12A tr_� v �/�/ MIN/ '•�' 7; '_�. ^Q r ' �,,K COMPACTED SUITABLE O s SUBG,�DEso,ls =E .>; TABLE OF QUANTITIES: PROPOSED MASONRY RETAINING WALL(72 LF+/-) �, � HARDSCAPE: I 12 INSTALLATION NOTES - POOL PATIO:800 SF SEE DETAIL 3-A 2�8 S• / APPROX.LOCATION OF PROPOSED _ PROPOSED 12"NDS i � - MASONRY LANDSCAPE WALL:727 LF(360 SF+/-) DAVID A. GOESSL, PE 4-FOOT HT.POOL ENCLOSURE FENCING. PROPOSED GRASS YARD DRAIN WITH SUMP(3) 7 - CONCRETE PAD/BASE MATERIAL: 10 CY LINED UNDERDRAIN I.THeunnoFFAaTAnoNANOREmoTALzmALLITE GATES SHALL COMPLY WITH SELF-CLOSING, INVERT ELEV.=226.5'+/- OE*EAns,To IIN[DUPONSUTAIIILI7YOFOR, BALL / - GRAVEL BASE MATERIAL:20 CY+/- CIVIL ENGINEER AT PATIO PERIMETER _PROPOSED CULTEC RECHARGER AIAEeB�� 622 SPROUT BROOK ROAD SELF-LATCHING AND LOCKABLE CONNECTED TO GRATE ELEV.=227.0'+/- ''�R'S EE,UNSUITABLE IORKu SwuLSERE"°E WAGE: 150XLHD UNITS(1)W/INSPECTION AM0tP°�,,, DRYWELL: 1 Cultec 140 XLHD Units MECHANISM AS PER CODE. 260 LF+/- PORTS.UNITS INTERCONNECTED FEID'ITIDALO1LSF1 OF.TSrNLL nItORF ON Col WAGE PIPE:70 LF 6 Diam. PUTNAM VALLEY, NY 10579 (914) 227-0258 ( ) CULTEC SUMP ELEV.=225.5+/- Suwle SDEAsEa"VELS Nq- ATER°RFRONC Ei (45 LF+/-) (SEE DETAIL 5-DR) '•CONCRETEFOOTINaITwUN HORIZONTALLTmmlsmo w►s"DIAM.SDR 35 PIPE. ,.';,� SOISDRSELEDTFELLG� u�1' � - PVC IN INLET:2 PVC Drain Inlet w/Sump PROPOSED POOL, PATIO, AND DRAINAGE GRAPHIC SCALE SURROUND W/1 FOOT GRAVEL. 'ROCe�D 10E`""'�"° "x12"'with PVC Grate �.BEDO TOr MASONRY METALLED BeBE EEL BE VISTYPE'i aIORT 11 BT IPA E� LATERAL.�DErE�TE IMPROVEMENTS ,o o s 10 21 40 MAP OF PROPERTY SITUATED AT TOP OF UNIT ELEV.=226.5'+/- CYAJCOYRSEYERNMF P6V EATERALEE:INS A POOL: 7.0{MTYALL/gIRONIIII ETEBJFORC TEINLL EE RJSTALl1:DA VILLAGE OF RYE BROOK-WESTCHESTER COUNTY,N.Y. INVERT ELEV.=226.0'+/- 8.LtERTTTCT°oasNRSIS°Pisu emu OL l ERINOETeRIrfl P - POOL,PI NG&EQUIP.:As per Pool Contractor (IN ) TAX IDENTIFICATION#:135.42-1-5.12 (SEE DETAILS 1-DR&2-DR) ,IEPETGPER DE.TN°FFOOTINGFo GSTPEtO,ED„GN f��� FENCING: 60 LF of 4-Ft Black Vinyl Chain Link 10 RED ROOF DRIVE RYE BROOK NY 10573 FEET /Hardware Modifications to Existing Gates 1 inch=10 ft - - &42 WALL WITH TONE REINFORCE CMU E I I G `t� (Alternate Material is Aluminum'Jerith'Style) PREPARED BY: F.D. PREPARED FOR: IIEFF MENSCH �FINAL RES RATION: SGUE:NOT TO SCALE - SOIL CAVATION&REGRADING: 120 CY R 41513111�x FINAL R STORATION SEED/MULCH: 1,500 SF DATE:OCTOBER 10,2022 SCALE: 1=10 FEET SHEET: 2 OF 4 ANY UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN � - PLANTS DSCAPING:240 SF+/-TBD by Owner a NO. REVISION DATE BEARING A SEAL OF A LICENSED LAND SURVEYOR OR f/"G `�����S4 �� 1 ADDED QUANTITIES OF MATERIALS 11 10 22 PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209 ADDITIONAL PLANIMETRIC SURVEY DATA SHOWN HEREIN ON THIS PLAN OF THE PROPERTY OF 10 RED ROOF ��� SERVICE CON ECTIONS:As per Plumber&Electrician �Q�� I E1/ �O OF THE NYS EDUCATION LAW. _ DRIVE,RYE BROOK NY,COUNTY GIS DATA,LAND SURVEY AND RECORDED DEED FOR SAID PROPERTY. _ Ft tr z`� •T N� 2 REVISED BASED ON CCTV REPORT 11/19/22 PC k t POOL & SPA DETAILS GENERAL POOL SAFETY NOTES: CONSTRUCTION OF SUCH HOT TUB OR SPA.THE TEMPORARY REMOVAL OF A SAFETY COVER AS REQUIRED TO FACILITATE THE INSTALLATION 1.FENCE ENCLOSURE:THERE SHALL BE MAINTAINED ON SAID LOT, OR CONSTRUCTION OF A HOT TUB OF A HOT TUB OR SPA DURING AND COMPLETLY ENCLOSING POOL FENCING AND GATES,SHALL BE PERIODS WHEN AT LEAST ONE PERSON ENGAGED IN THE INSTALLATION A MINIMUM 4'-0"HIGH OR AS NOTED ON PLAN.GATED SHALL BE OR CONSTRUCTION IS PRESENT IS PERMITTED. PROPOSED BLACK ALUM.JERITH STYLE SELF-CLOSING&SELF-LATCHING AND LOCKABLE DESIGNED TO KEEP 3 3/4" POOL ENCLOSURE FENCE MIN.4'-0"HEIGHT AND CAPABLE OF KEEPING SUCH GATES SECURELY CLOSED AND SEE POOL FENCE NOTE STYLE BY OWNER LOCKED AT ALL TIMES,WHEN NOT IN USE.GATES SHALL OPEN AWAY BARRIER BARRIER HEIGHT AND CLEARANCES.THE TOP OF THE _ FROM POOL AREA.ALL FENCING SHALL MEET THE REQUIREMENTS BARRIER SHALL BE NO LESS THAN 48 INCHES(1219 MM)ABOVE GRADE VAC•• OF APPENDIX-G,SECTION AG1-105 OF THE RESIDENTIAL CODE OF MEASURED ON THE SIDE OF THE BARRIER THAT FACES AWAY FROM NYS THE BARRIER SHALL BE COMPOSED OF VERTICAL MEMBERS THE SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE . ALERT AND THE BOTTOM OF THE BARRIER SHALL NOT BE GREATER THAN 2 WITH ONLY HORIZONTAL TOP AND BOTTOM RAILS.OPENINGS IN THE INCHES(51 MM)MEASURED ON THE SIDE OF THE BARRIER THAT FACES °W"'°`,*"M" BARRIER SHALL NOT ALLOW PASSAGE OF A 4 INCH DIAMETER `Soves Lives' SPHERE.THE MAXIMUM CLEARANCE BETWEEN GRADE AND THE AWAY FROM THE SWIMMING POOL.WHERE THE TOP OF THE POOL BOTTOM OF THE BARRIER SHALL BE 2 INCHES. STRUCTURE IS ABOVE GRADE,THE BARRIER MAY BE AT GROUND LEVEL,OR MOUNTED ON TOP OF THE POOL STRUCTURE.WHERE THE VAC-ALERT FIELD VA-2000 TEST DATA SHEET BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE BARRIER = 2.DWELLING:THE WALL OF THE DWELLING MAY SERVE AS PART OF SHALL COMPLY WITH SECTIONS R326.4.2.2 AND R326.4.2.3. U SVRS INFORMATION THE BARRIER. HOWEVER ALL DOORS WITH DIRECT ACCESS TO THE LU POOL THROUGH THE WALL SHALL BE EQUIPPED WITH AN ALARM R326.4.2.7 GATES.GATES SHALL COMPLY WITH THE REQUIREMENTS OF = A.Valve ARL serial number: WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOORS ARE SECTIONS R326.4.2.1 THROUGH R326.4.2.6,AND WITH THE FOLLOWING Q 8.Test performed on:Pool()Spa()Fountain()Other() OPENED.OPERABLE WINDOWS IN THE WALL OR WALLS USED AS A REQUIREMENTS:1.SELF-CLOSING AND OPENING CONFIGURATION.ALL C.Did pool or spa have multiple main drains?Yes() No() BARRIER SHALL HAVE A LATCHING DEVICE LOCATED NO LESS THAN GATES SHALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A Z AUTO POOL LATCH D.Did valve trip three consecutive times?Yes()No() 48 INCHES ABOVE THE FLOOR.OPENINGS IN OPERABLE WINDOWS PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD,AWAY g FOR POOLS(TYP.) E.Method of testing: Pole-Mounted Mat Test()Ball/Dandy Valve Test() r-------------------� SHALL NOT ALLOW A 4-INCH-DIAMETER(102 MM)SPHERE TO PASS FROM THE POOL.2..ALL GATES SHALL BE SELF-LATCHING,WITH THE Slide gate or Butterfly Valve() THROUGH THE OPENING WHEN THE WINDOW IS IN ITS LARGEST LATCH HANDLE LOCATED WITHIN THE ENCLOSURE(I.E.,ON THE POOL 1 I I OPENED POSITION SIDE OF THE ENCLOSURE)AND AT LEAST 40 INCHES(1016 MM)ABOVE ' ' GRADE.IN ADDITION,IF THE LATCH HANDLE IS LOCATED LESS THAN 54 GRADE EXISTING ' i 3.POOL ALARMS:ALL DOORS,OPENING TO THE POOL ENCLOSURE INCHES(1372 MM)FROM GRADE,THE LATCH HANDLE SHALL BE i I SHALL BE FITTED WITH A"POOLGUARD"ALARM#DAPT-WT,WHICH t LOCATED AT LEAST 3 INCHES(76 MM)BELOW THE TOP OF THE GATE, t I INSTALLATION LOCA-ION INFORMATION MEETS NYS POOL BARRIER CODE.ASTM F2208,AND PER NYS AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING ALL FENCING TO BE POOL COMPLIANT AND CONFORM WITH 2O20 RESIDENTIAL CODE OF NYS. ; ; RESDIENTIAL CODE R326.7.ALL WINDOWS WITHIN POOL ENCLOSURE GREATER THAN 0.5 INCH(12.7 MM)WITHIN 18 INCHES(457 MM)OF THE ',e '^ Name: SHALL BE FITTED WITH A"WINDOW STOP"SO THAT THE WINDOWS LATCH HANDLE.3..ALL GATES SHALL BE SECURELY LOCKED WITH A Address: ARE RESTRICTED TO LESS THAN 4"WHEN OPEN.A POOL IS NOT KEY,COMBINATION OR OTHER CHILD-PROOF LOCK SUFFICIENT TO STANDARD ; ' REQUIRED TO BE EQUIPPED WITH AN APPROVED POOL ALARM AS 1 i !have discussed rnnth the owner and/nr;ndrviduol the complete operational and PREVENT ACCESS TO THE SWIMMING POOL THROUGH SUCH GATE P-1 POOL ENCLOSURE FENCE DETAIL PER SECTION R 326.7 OF THE NYS UNIFORM CODE SUPPLEMENT OR WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED. i 1 testing procedure for the SVRS unit. 2 SCALE:NOT TO SCALE ' I IF THE POOL WILL BE EQUIPPED WITH AN AUTOMATIC POWER SAFETY I Test Performed 8y: COVER WHICH COMPLIES WITH ASTM F1346. R326.7 SWIMMING POOL AND SPA ALARMS,APPLICABILITY.A 6'-0" -------------------j Date of Test: SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR TOP RAIL 4.PORTABLE WATER PROTECTION:POOL WATER AUTO FILL THE"POOL SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006,SHALL BE - I I 1 O.D.PIPE FRAME MISER"WATER AUTO FILL IS EQUIPPED WITH A BUILT IN CHECK EQUIPPED WITH AN APPROVED POOL ALARM.POOL ALARMS SHALL 1-00 336WRose,CA9 401 VALVE TO PROTECT POTABLE WATER SUPPLY. COMPLY WITH ASTM F2208(STANDARD SPECIFICATION FOR POOL Santa Rosa,CA 95401 Ton Free(800374.74os ALARMS),AND SHALL BE INSTALLED,USED AND MAINTAINED IN fai 707-575•5236 5.ENTRAPMENT PROTECTION: POOL SUCTION OUTLETS WILL BE ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THIS 3"CORNER 2"LINE SECTION. f PULL POST POST PROTECTED AGAINST USER ENTRAPMENT AS PER SECTION R 326.6 EXCEPTIONS:1.A HOT TUB OR SPA EQUIPPED WITH A SAFETY COVER The Vac-Alert Model VA•2000Lisa Safety Vacuum Release OF THE NYS UNIFORM CODE SUPPLEMENT.SUCTION OUTLETS SHALL System(SVRS)designed for auction Oft applications.Suction IiR HAVE A COVER THAT CONFORMS TO AN APPROVED CHANNEL DRAIN WHICH COMPLIES WITH ASTM F1346.2.A SWIMMING POOL(OTHER THAN ,,- in this case applies to aIappawtions where the drculatingpump A HOT TUB OR SPA)EQUIPPED WITH AN AUTOMATIC POWER SAFETY o suct�is either ator above the level of the pool water surface. SYSTEM.OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH I ®` This unit Incorporates a0170*diameter orifice opening Installed AATMOSPHERIC VACUUM RELIEF. PUMP CIRCULATION SYSTEMS COVER WHICH COMPLIES WITH ASTM F1346. 'v STRETCH 2-A preventelow surgetutsesecd f eSVRThis flceoteune byhi h SHALL HAVE A MINIMUM OF TWO SUCTION OUTLETS WITH A MINIMUM BAR p prevent rursanc8 bipprg of the SVRS unrt oused by highvacuum surgestypic�iotmanypumpstartupwntunons. HORIZONTAL AND VERTICAL DISTANCE OF 3 FEET BETWEEN THE R326.5 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA VRAM' The MaJe1VA-2000LSVRSurutalsouWzesacheckvahe OUTLETS.THE INSTALLATION SHALL INCLUDE A POOL DRAIN COVERS SUCTION OUTLETS.SUCTION OUTLETS SHALL BE DESIGNED TO assembly equipped votha35po•mdspring a poppet disc and a THAT IS COMPLIANT WITH THE VIRGINIA GRAEME BAKER POOL&SPA PRODUCE CIRCULATION THROUGHOUT THE POOL OR SPA. N FINISH GRADE one-way(up only)vented Poppet Tws check valve assembly SAFETY ACT(VGB ACT TO AVOID ENTRAPMENT HAZARDS.THE SINGLE-OUTLET SYSTEMS,SUCH AS AUTOMATIC VACUUM CLEANER Permits continued water flow to the circulating pump while the ) i i •'�� i •j' SVRS unit Is In the open or vented position.The 3.6pound PROPOSED POOL INSTALLATION SHALL INCLUDE ONE VAC ALERT SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY BOTTOM RAIL a I IF ,. � spring kw ter compressed by the poppet disc,creates enough MODEL VA-2000L SAFETY VACUUM RELEASE SYSTEM(SVRS) VALVES OR OTHERWISE,SHALL BE PROTECTED AGAINST USER DOUBLE _ ems,,�� sealing force within the check valve to allow partial water flow to DESIGNED FOR SUCTION LIFT APPLICATIONS. ENTRAPMENT. = GATE the drculating pump for suction lifts up to 3.5 feet This Is critical _ HINGES ' to the elimination of caculating pump damage that can be -----CONCRETE ENCASEMENT caused by a sustained dry•runrtngcondition The one-way R326.6 SUCTION OUTLETS.SUCTION OUTLETS SHALL BE DESIGNED TO (TYPICAL) - vented poppet allows the surge chamber to beirtemaly 2020 NYS RESIDENTIAL CODE REFERENCES: per,. recharged when the circu ating pump s turned off. PRODUCE CIRCULATION THROUGHOUT THE POOL OR SPA. ,l 4„GATE POST �� � _;� SINGLE-OUTLET SYSTEMS,SUCH AS AUTOMATIC VACUUM CLEANER ' .:. _ R326.3.1 IN-GROUND POOLS.IN-GROUND POOLS SHALL BE DESIGNED SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY P-2 POOL ENCLOSURE FENCE DETAIL - `~L� :`:'r AND CONSTRUCTED IN CONFORMANCE WITH ANSI/APSP/ICC 5 VALVES OR OTHERWISE,SHALL BE PROTECTED AGAINST USER r� \� SCALE:NOT TO SCALE 1*Aj Feg_! � � ~ AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN-GROUND ENTRAPMENT. SWIMMING POOLS,2011). FENCE NOTES: htove mouse over for larger image '- R326.6.1 COMPLIANCE ALTERNATIVE.SUCTION OUTLETS MAY BE 1.DOUBLE GATE SHALL HAVE A LOCKING MECHANISM POOL COMPLIANT. _ R326.4 BARRIERS,APPLICATION.THE PROVISIONS OF THIS SECTION DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. 2.ALL FENCE COMPONENT MATERIALS SHALL BE EITHER HOT DIPPED GALVANIZED STEEL OR IRON. r; ;=-z')- SHALL CONTROL THE DESIGN OF BARRIERS FOR SWIMMING POOLS, 3.ALL FENCING SHALL BE PROVIDED WITH A BLACK VINYL COATED POLYESTER PRIVACY SCREEN ACROSS THE SPAS AND HOT TUBS.THESE DESIGN CONTROLS ARE INTENDED TO R326.6.2 SUCTION FITTINGS.POOL AND SPA SUCTION OUTLETS SHALL ENTIRE SURFACE AREA OF THE FENCE INCLUDING GATES. - PROVIDE PROTECTION AGAINST POTENTIAL DROWNING AND NEAR HAVE A COVER THAT CONFORMS TO ANSI/ASME Al 12.19.8,OR AN 18 4.ALL CHAIN LINK FENCING AND POSTS SHALL BE VINYL COATED WITH BLACK UV RESISTANT VINYL. -`'' DROWNING BY SUFFICIENTLY PREVENTING ACCESS TO SWIMMING INCH BY 23 INCH(457 MM BY 584 DRAIN GRATE OR LARGER,OR AN 5.ALL FENCING TO BE POOL COMPLIANT AND CONFORM WITH 2O20 RESIDENTIAL CODE OF NYS. POOLS,SPAS AND HOT TUBS BY PERSONS OUTSIDE THE PROPERTY, APPROVED CHANNEL DRAIN SYSTEM.EXCEPTION:SURFACE SKIMMERS. PERSONS WITHIN THE DWELLING,AND PERSONS IN OTHER PARTS OF To ACCESS W STANDARD CODE COMPLIANT THE PROPERTY NOT CONTAINED WITHIN THE POOL ENCLOSURE. R326.1.1 COMPLIANCE WITH OTHER SECTIONS.SWIMMING POOLS,SPAS Inv) P �1 SAFETY VACUUM RELEASE SYSTEM R326.4.1 TEMPORARY BARRIERS.AN OUTDOOR SWIMMING POOL SHALL AND HOT TUBS SHALL COMPLY WITH THIS SECTION AND OTHER :.,.� GENERAL POOL SANITARY NOTES: APPLICABLE SECTIONS OF THIS CODE.THE REQUIREMENTS OF THIS �; �,�� �? SCALE:NOT TO SCALE BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION SECTION AND OF THE OTHER APPLICABLE SECTIONS OF THIS CODE 1.SEASONAL DRAWDOWN: AS SWIMMING POOLS MAY OR CONSTRUCTION THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT SHALL BE IN ADDITION TO,AND NOT IN REPLACEMENT OF OR = CONTAIN CHLORINE AND OTHER CHEMICALS THAT MAY BE BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED. SUBSTITUTION FOR,THE REQUIREMENTS OF OTHER APPLICABLE CONSIDERED HARMFUL TO THE ENVIRONMENT,THE EXCEPTIONS:1.ABOVE-GROUND OR ON-GROUND POOLS WHERE THE FEDERAL,STATE AND LOCAL LAWS AND REGULATIONS,INCLUDING,BUT SIONE PROPOSED POOL SHALL HAVE AN ACCESSIBLE SEASONAL POOL STRUCTURE CONSTITUTES A BARRIER IN COMPLIANCE WITH NOT NECESSARILY LIMITED TO THE REQUIREMENTS OF SECTION 8003 SECTION R326.4.2.9.2.SPAS OR HOT TUBS WITH A SAFETY COVER (FEDERAL SWIMMING POOL AND SPA DRAIN COVER STANDARD)OF e wit-35 Pve DRAWDOWN DISCHARGE PIPE LOCATED WITHIN 15 FEET OF WHICH COMPLIES WITH ASTM F1346,PROVIDED THAT SUCH SAFETY TITLE 15 OF THE UNITED STATES CODE(CPSC 15 USC 8003),WHERE THE PROPOSED POOL AND/OR POOL EQUIPMENT PAD. COVER IS IN PLACE DURING THE PERIOD OF INSTALLATION OR APPLICABLE. 2. IDENTIFICATION: THE SEASONAL DRAWDOWN PIPE SHALL `sue' BE CLEARLY LABELED TO IDENTIFY THE LOCATION FOR USE GENERAL NOTES FOR POOLS: DAVID A. GOESSL, PE BY OWNER AND POOL MAINTENANCE PERSONNEL. 1. CONTRACTOR TO INSTALL IN-GROUND SWIMMING POOL IN ACCORDANCE WITH SPECIFICATIONS AND CODE STANDARDS. CIVIL ENGINEER ois 'so" SUPPLEMENTAL DRAWINGS AND SPECIFICATIONS FOR MECHANICAL EQUIPMENT,POOL ALARM,FENCING AND SAFETY EQUIPMENT >o°°�"°�'°``" 3.POOL BACKWASH: THE POOL SYTEM SHALL PROVIDE A TO BE PROVIDED BY POOL CONTRACTOR. 622 SPROUT BROOK ROAD BACKW(�) 's''rfe °rrt,o,r rt:or Pact rsTEa (IV.) sn'a HARD PIPE CONNECTION TO THE POOL DISCHARGE PIPE. `'�' PUTNAM VALLEY NY 10579 (914) '227-0258 nmr 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE DESIGN FINAL CONFIGURATION TO BE DETERMINED BY THE POOL PROFESSIONAL OF ANY DISCREPANCY.IN ADDITION CONTRACTOR AND OWNER SHALL SECURE SERVICES OF LICENSED LAND w T SURVEYOR FOR THE PRELIMINARY AND FINAL STAKE OUT OF POOL AND EQUIPMENT LOCATION TO ENSURE THAT ALL ZONING SET PROPOSED POOL PATIO, AND DRAINAGE r ,4? :Y-��; � •-�� cos CONTRACTOR. BACKS REQUIREMENTS ARE IN CONFORMANCE. IMPROVEMENTS 4.DRAINAGE CONNECTION: CONNECTIONS FOR THE 3. DESIGN ENGINEER IS NOT RETAINED FOR SUPERVISION OR OBSERVATION OF CONSTRUCTION. 10 RED ROOF DRIVE, RYE BROOK, NY 10573 SEASONAL POOL DRAWDOWN & SEASONAL POOL DRAWDOWN AND THE POOL BACKWASH DISCHARGE PIPE SHALL BE HARD PIPED CONNECTIONS TO UTILITY NOTES: BACKWASH CONNECTION TO SEWER PREPARED BY: F.D. PREPARED FOR: JEFF MENSCH P-4 THE PROPERTY'S APPROVED DRAINAGE FACILITY. ALL SUCH 1. ALL PLUMBING WORK MUST BE FILED BY A LICENSED PLUMBER. �2 SCALE:Nor ro sca(1: WORK SHALL BE PERFORMED BY A LICENSED PLUMBER AS 2. ALL ELECTRIC WORK MUST BE FILED BY LICENSED ELECTRICIAN. DATE:OCTOBER 10,2022 SCALE: NONE SHEET:1f OF 4 REQUIRED BY CODE. POOL DRAWDOWN AND FILTER CONNECTION NOTES: NO. REVISION DATE � ANY UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A SEAL OF A LICENSED LAND SURVEYOR OR 1. POOL WATER IS CHEMICALLY TREATED AND MAY NOT BE DRAINED TO THE ROAD,RIGHT OF WAY OR OPEN GRADE. ,�Q'C� lEP y� 1 ADDED QUANTMS OF MATERIALS 11 10 22 PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209 2. CONTRACTOR TO PROVIDE AN ACCESSIBLE DRAWDOWN CONNECTION TO AN APPROVED DRAINAGE SYSTEM. 9 OF THE NYS EDUCATION LAW. (r tt z�° j ��, 2 REVISED BASED ON CCTV REPORT 11/19/22 gtp11 AERIAL IMAGERY—EXISTING CONDITIONS PRE—EXISTING LOT COVERAGE AREA ANALYSIS DEVELOPED LOT COVERAGE AREA ANALYSIS STORMWATER DESIGN CALCULATIONS STORMWATER DRAINAGE DESIGN r FOR 10 RED ROOF DRIVE 346 SF 150 SF 346 S F 15 0 S F RYE BROOK,NY 1DS73 The proposed stain water modeling ddazed is for a net zero macaw m into"dam rtretl The modetiq wA capture surface water neelf from the mereased unpervan msfaces for the pool pod patio and WALKWAYS & STEPS WALL WALKWAYS & STEPS WALL related area as the property txlaaee an eXatrlg approved drainage system ne developed vet uIo ease iI imperrb,u surface areas,eGmtrg to 697 aquae feet.as modeled using the 24 hour.25 year design state of 6 e uehes.Proposed dramage aorests of ante percohabon using Cadee Rederger drywalls installed in Urc rear yard of the property surrounded by one too of crushed processed gravel i LOT AREA FOR DESIGN E11 !i % DESCRIPTION $4314% FEET CONVERSION ACRES / Total Let Area 15,700 u,s60 0 760 PRE•DEVELOPMENT-EXISTING CONOIMNS POST-DEVELOPMENT-PROPOSED CONOMMS ✓// :"/ amArTime SQUARE FELT CONVERSION ACRES CURVEMMSER DESCRIPTION SQUARE FEET CONVERSION ACRES CURVE 1410,1811111 J t Total Let Area 13.700 pSW/ 0 260 Tdal La Arco 15.700 a7.sa 0.70E Dve2rg/BIOgs 2=0 a,06o O.OSe Be Dwe§gftp 2=0 n.ee0 0.ase 1.241 43 u i u Orrvelvey M,2ah us6o ooze BE Driveway 0.o u // ! Police.Waft a VV 26 1.12s A7,s60 oa ge Patios.was a w 1307 a2.6a0 0 030 u I• •I r / /' u nLawnArea 10AT4 aao 0252 72 Pod �s 47.560 oot2 u J i' ,�/! // i / ',� / i• �/ • nlavm a to.277 u.SeO o.270 72 • / ' / /,i / !/ ;•� � / �. •/ / / ! �/ COMPOSITE CURVE NUMBER• 72.0 COMIOSITECURVEMMilE1t. ate �� // / �✓/ ' j/' TOTAL IMPERVIOUS AREAS• a.72S 3F TOTALS PTXVI US AREAS• SIC 2,3 5 0 S F /%! ;% ; , '� ';2 3 5 0 S F J i WATER OU1WTf11f VOLUME ANALYSIS WATER QUALM VOLUME ANALYSIS a`� / / / 'HOUSE// // iHOUSE;!/ '�' Rrraa rTta7ECSO+.car Deagn V&%w LIU.N cam•.R=In sluoubpna .Rarrea"::EC a=nu"OnQ mans Cra"4 Swcen A / f, / Lb1.• hr 6rY WtasYdR/ !// i/� /'i '� •, /J /' //� /'/ / /i' // �, /f// / / / //% %// ',/ ' ,/ /% •% VVa• (P■Rv.A)r 12 m x Rastas Event(P)• 15 Inches /'/j//i / 'i/�//;'/ / / ///i //. %/ // //:' ��/ •Pto•Devebpce Cempesa Curve Number(CN) 798 Is In C us C~ PO*Drxbped Corrwske Curve Number(CN) eta R.. 0.gOgzl ((1)• 036 x / /////� /ire /�•/, i/;/, i /% j/;�' % i ,/- //:'!; R rhillydar"o 64Inchosaay R,r. O�OS7 �t See lN- 0 g Aerea t // / / ' i• •Pma-0svabpea Irgenlous Area(A) 4.720 a' • /' /%j %' '. '' • .Poat•Da"bped hrnp.wioue Ate*(A) 3 427 r? Woo• 0.00 ACrsit 'r /` .:'• 'r/�, Way- 104Aa Curie Feel UwV the 7R•55 SCS Runoff Equation Ma.R "n IC)-(P-022SSYt(P•O ass) 1 2 41 S F Pm. Runoffvelumo M•ORA 1 2 41 S F DolorminaLion ' Pre•Dc-mlopmenlCH 79AUndesetepedLot NORTHERLY VIEW DRIVEWAY 717 SF DRIVEWAY PhrOOavolop'aQ 4aInchas GENERAL NOTES: 617 SF PATIO & BBQ ftoomeapmem Ve. 6.3/6.1 Cubic Feet PATIO, WALL & BBQ 23Peat•DooebpmemRunoffDOepAeAO°°n SCOPE:THE PURPOSE OF THIS MAP IS TO PRESENT AN ASSESSMENT OF EXISTING 525 SF Post•DevsbprosmCN :1.0DevabpledLai CONDITIONS FOR THE RESIDENTIAL PROPERTY LOCATED AT 10 RED ROOF DRIVE IN Post•DovobpmomS 35 Inches POOL PedDo"bpmema 419Ichn THE VILLAGE OF RYE BROOK,NY.PROPOSED ON THE SUBJECT PROPERTY IS THE ►0o"Glrpmemays. aANA Cubic Feet CONSTRUCTION OF AN IN-GROUND SWIMMING POOL,POOL EQUIPMENT PAD AND wow Owntly vow"tot Starege RELATED IMPROVEMENTS. S Valmno•Va M-Vs ro SIer VaMea 161.a2 cubic Is MAPPING:THE BASE MAP DEPICTED HEREIN WAS PREPARED FROM A LAND DWELLING =2350 S.F. DWELLING =2350 S.F. SOIL PERCOLATION RATE SURVEY PREPARED BY J.W.DELANO,LAND SURVEYORS,OF WHITE PLAINS NEW a)Area of Pareolabon(A,k b)Volume of Pereolatbn(VJ YORK,DATED OCTOBER 23,2000. DRIVEWAY=1241 S.F. DRIVEWAY=1241 S.F. 1)Surface Area ofCyux"(Aj WALKWAY=346 S.F. 7 2 S F WALKWAY=346 S.F. Pam Nob Dopm 24 V,•A,'h EXISTING PATIO=580 S.F. EXISTING PATIO=580 S.F. oian,mel. 16 hen.. 1f,• e,.7 CURRENT CONDITIONS:THE EXISTING PROPERTY HAS 15,700 FT OF LAND WHICH WALL wat.rOopID(h.,,t ,2 halos EXISTING WALL=150 S.F. EXISTING WALL=150 S.F. aDdn,q - e)Son percolation rate(3r): - CONTAINS A SINGLE FAMILY DWELLING,ASPHALT CONCRETE DRIVEWAY,PATIO.THE Ac• 4712 a' Time _ 15.00 ,mmeea EXISTING BBQ&WALL=59 S.F. EXISTING BBQ&WALL=59 S.F. 2)�+dorB°aemArw PROPERTY CONTAINS FOUR OFF STREET PARKING SPACES AND IS SERVED BY A•' s'•'°"°'"""°rare MUNICIPAL SEWER,WATER AND NATURAL GAS.THE PROPERTY CONTAINS AN j 3,Pare�atartAm A'.• ,7a7 a' sr °Lia2 _AS," EXISTING DRAINAGE SYSTEM CONNECTED TO THE MUNICIPAL DRAIN LOCATED IN TOTAL=4726 S.F. TOTAL=4,726 S.F. A.-A,-A. .2sxaoggogfadr �end_ THE STREET.THE DWELLING MEET ZONING DIMENSIONAL REQUIREMENTS FOR SIDE, VOLUME PER ORYWELL(Vw) �• SAS S. --__,—'.. R--)ds' I REAR AND FRONT YARD SETBACKS FOR THE R-15 ZONING DISTRICT. Cueae Contaefor Sbana.abr Clunear.Model a ISO XLHD PROP.POOL=525 S.F. c'•m°a Stone Se. Stores Gh"n0" Volume Lapin Slone Width Hood Volans Volume PROP.WALL=72 S.F. IC `aChes' fnmins) Vnchesl (CF) 0Unb rare rare "'�° 6700 '°'° 31� "°� GENERAL SITE DATA: PROPOSED PATIO(NET)=100 S.F. Total Storage Pmvsded Vw• V.. 7900 a' a-HOUR PERCOLATION VOLUME PER DRYVVELL(Vpy a OF SIDES EXPOSED 2 PROPERTY INFORMATION&OWNER: TOTAL POOL AND PROPOSED WALL PaeeaWn VelmM Drw.tte)V,• 10107 a 9OF ENDS CN SERE ED 7a Sit MENSCH AREA EAPATIO=697 S.F.(NET INCREASE) AREA EACH END 1207SF 10 RED ROOF DRIVE BonoMAREAunfr 7032eF RYE BROOK,N.Y.10573 TOTAL DEVELOPED AREA=5,423 S.F. BOTTOM AREA OF GRAVEL. 6173 SF R TALwtouRVOLUMSPERORYMfELL(VO SBL 135.42-1-5.12 CnaeCReCnamget Stermwtw Cnemaea Modiste ISO XLHO Ve. "lumeOfdrywwb(Wq.pereebton volume ft) 1.ZONING DISTRICT&USE: Vs- 16011 el (Greater man WOv therefore oil be Wales OwtM NUMBER OF DRYWELLS REQUW W(D1YR): OWE• Requited yeWe elStegga twl SINGLE RESIDENTIAL DISTRICT-R-15 PHOTOS PROJECT LOCATION & PRE—EXISTING CONDITIONS TedYepa° "° - ,owes Ina (ROImalo/una) 2.ZONING BULK REQUIREMENTS: Calculations determine out one CRllee Me"1 SOXLHD chambers are M fflaera to hendla the design impervious surfaces.The design lost place a single chamber surrourded by one foot of V.to 1'A Inch nomadRESIDENTIAL c •2 -- sae processed gravel in the rear yard of 10 Red Rob(Delve adpcent to the pehoofatal test pi loeeten FOR LOT AREA(MIN)USE:- 15,000 SF BUILDING COVERAGE(MAX) 20%(3,530 SF) LOT WIDTH(MIN)- 100 FEET - FRONT YARD(MIN)- 40 FEET SIDE(MIN ONE)- 15 FEET _ t - SIDE(MIN BOTH)- 40 FEET ' 7 R ZONING SCHEDULE R-15)-BULK REQUIREMENTS - REAR(MIN)- 40 FEET HABITABLE FLOOR AREA- 800 SF MIN.PER UNIT 5CHEDULE ITEM REQUIRED/ALLOWED EXI5TING PROPOSED - HEIGHT(MAX STORIES)- 3 STORIES Lot Area 15,000 s.f. 15,700 s.f. N/C - HEIGHT(MAX)- 35 FEET _ Lot Width 100 ft. 125.00 ft. N/C - ACCESSORY SETBACK(MIN)- 10 FEET - - Lot Depth 100 ft. 124.70 ft. N/C 4.LAND USE DEVELOPED AREA SUMMARY: •r �• ...� :..-ram -.` t �r:i¢ Yard(Front) 40 ft. 42.99 ft. N/C Coverage(Building) (5,481 s.f.) (4,726 s.f.) 697 s.f. EXISTING BUILDING COVERAGE- 1,528 SF(2,486 SF w/Garage)EXISTING IMP. -', _ __ = - �- sir' % ��' anpool,retaining walld patio COVERAGE- 4,786 SF(5,747 SF w/Garage) -_ �" PARKING PROVIDED- 4 SPACES 1 f�� _ 4—-- - - �-�, s - total=5,423 s.f.<5,481 s.f. 5.UTILITY SERVICES: Pool Setback Rear Yard 15 ft. 0 ft. 15 ft. r WATER- WESTCHESTER JOINT WATER WORKS Pool Setback Side Yard 15 ft. 0 ft. 17 ft. Yard(1 Side) 15 ft. 16.33 ft. N/C SEWER- RYE BROOK SEWER DISTRICT GAS- CON EDISON COMPANY OF NY Yard(Combined Sides) 40 ft. 55.28 ft. N/C - --s Yard(Rear) 40 ft.-- 47.37 ft. N/C N/C DAVID A. GOESSL, PE PERCOLATION AND DEEP TEST PIT DATA: N/C CIVIL ENGINEER ' TEST DATE: 9/18/22 @ 1:00 PM PERCOLATION TEST#1 PERCOLATION TEST#2 622 SPROUT BROOK ROAD • WEATHER: SUNNY,T=75 DEGREES START TIME:1:00 PM START TIME:1:40 PM PUTNAM VALLEY, NY 10579 (914) 227-0258 '`�'•' ''' PRE-SOAK DATE 9/17/22 @ 5:00 PM END TIME:1:35 PM END TIME:2:17 PM WITNESS: N/A PROPOSED POOL PATIO, AND DRAINAGE START DEPTH START DEPTH IMPROVEMENTS DEEP TEST PIT:36"DEPTH'i FROM SURFACE:0" FROM SURFACE:0" SANDY BROWN LOAM START DEPTH START DEPTH 10 RED ROOF DRIVE, RYE BROOK, NY 10573 A. rr NO LEDGE ROCK FROM SURFACE:3" FROM SURFACE:3" NO GROUND WATER RESULT:20 MIN/3"DROP RESULT:22 MIN/3"DROP PREPARED BY: F.D. PREPARED FOR: JEFF MENSCH •� �• •- w "�" CONTRACTOR SHALL PROVIDE DESIGN ENGINEER WITH ADDITIONAL (USE 15 MIN/1"DROP) -e`v •'�+� .. DEEP TEST PIT AT TIME OF CONSTRUCTION. DATE:.00TOBER 10,2022 SC AU: NONE SHEET: 4 OF 4 ANY UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN NO. REVISION DATE BEARING A SEAL OF A LICENSED LAND SURVEYOR OR P� F NF 1p9 1 ADDED QUANTITIES OF MATERIALS 11 10 22 PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209 LEA'/ OF THE NYS EDUCATION LAW. -- _ z`° FN 2 REVISED BASED ON CCTV REPORT 11/19/22 a 810�1 i PROPOSED IMPROVEMENTS PLAN WITH STORMWATER FEATURES POOL BONDING NOTES:Pool and poolequipment shall be DRAINAGE&CONSTRUCTION DETAILS GENERAL CONSTRUCTION NOTES: bonded by a licensed electrician.All work shall be compliant with the 1.The Applicant shall secure all of the necessary permtta from the Village of Rye most recent National Electric Code(NEC),NYS Residential,County X Brook to ensure compliance with Local,County and Slate Building,Highway EXISTING DRAINAGE and Sanitary Codes.The Applicant b responsible to contact the Englnee•!ng DISCHARGE LOCATION and local codes.Pool shall be bonded with bare copper wire that ;. „ .,w' Department to schedule an Inspection of the sediment�d erosion control TO MUNICIPAL CATCH meets or exceeds code.Poo(equipment shall be bonded(n practices prior to the start of construction. BASIN AS DETERMINED 2 x accordance to code.Licensed Electrician shall be responsible to file ....,... BY CCTV INSPECTION and receive all required permits. 2.During work and upon completion.the Appl cant sha I schedule all of the PERFORMED ONII/18R2 CULTEC 150XLHD AND VERIFIED BY DESIGN necessary Inspections and certificates of approval with the VlOege of Rye INFILTRATING CHAMBERS Brook officials. ENGINER �_�...,, \ � � 2 -- R sr�sin m scrt �-� 3.The Applicant shall secure line services Of a NYS licensed land surveyor as necessary to stake out the exact location of proposed Improvements and as CHAMBER MODEL RECHARG.L�A150HD .�,. required by the Village for record documents. H 19.5 Eh4 �,.......r'e.�.w.a.w 4.The Applicant shag verty location of all underground utilities by calling Olg ausr•"w.wao-•a y O o. \ `~`"~��-r. h - n.Koe.�e Safe NY®,-(800,982-7982 to ensure that there are no eorMlds with existing \\\\=8 4► \ , �`-..."r` CAPACITY aliens systems.Private Installations shall also be Identified as required. 40 Fir ... �`, �� cubic f 7 W_��5L na an m 5.My existing WWI pavement,sidewalk•curbing.grass areas eta,disturbed 224 ` + E 2 2B u `�^- and/or damages during construction•must be replaced and/or repaired at the 1 \ �"•--.--�_..,_ a.m+e..re.,ao,..oa.A.no.on.a+a.e 239 m"'""'""0""w'01p'�"�"'�'m I - Applicanrs expense. .l...1,"LM ..,Wl.mr.ICimw1 NwD.flO..A1�7./m S.The Applicant stag secure the work zone through proper placement of construction fendn materials,cones•barricades,and caution e. 2.5. C \ u.o.awn ..a.e•.wm+.e,a 9 loP �J O I \ `°"•°'" •`•••'� carsetrds soar arruwe IT ......... ,.......... rATosAI e"0°� 7.All debris,excess soils and waste materials,as a result of this proposed M a'1 J "1OL Improvement,shall be removed from alto and disposed of property. I J u l l f J \` ,,, t�1/1q � � S.All fill material shell consist of dean soils,or soikvdc mixture free from organic struction contain o MISSAL matter, nrorlump debrisover G'In greatest dimension and not more than 15% 222 1 h i I // i \` ""` of the rocks or lumps shall be larger than 2.5•In greatest dimension. N1 4 I �` ��• �.,,Am,,., •r 8.Should unforeseen conditions or circumstances develop or other causes \ ���,,.p��.,.o, necessitate changes to the approved Plans the Applicant strati notify the \ ~ 1 ' I ( ► TRENCH BEDDING DETAIL oeagnEng:neerofrecad. I , . . . ... \ EXISTING \\ \ = I ! . . ... ... \�RETAININ 2 Ma9-an W scat 10.Al erosion controls and protedtve measures small conform to the'Now York \ \ r! I llarolmcrrecre+aolmAocesa State Standards and Specifications for Erosion and Sediment Control.'The WALL Peemmormam+reaw.wtmalaoawarl dole.�.gwiiawcwm O rarr� nowra...ov ee.r...l s� NOS tr SQUARE Vllage Inspector may specify adaltlor al sediment and erosion control l lrlpa�Irre measures to safeguard the public right of way and adjacent properties. / \ - . .. . . anv.woarsnw.atr eu�rmwa•w.wwaaeevwsne•+ciwno.e:m.ro Nos 12'SOUARE POLYOLEFN J•looa 0[fW ipe.u.monr terra r w wo.ePairsoeee.areI ILD wr<nanwl TAPERED_ RATE W!U V .. . . . .. ` POLYPROPY Erv� WHIBRORS I I.ConatruW measures shag erosion control and protection mea shag be Inspected by a /�' ..+uwurmr ermru v� CATCH BASIN SER) quallMed engineer of trained Individual having .�.-.-- _. ^-.-.-� .NAM-._.-M-._- W1 Y V INHIW ORS Nils/r BQUARE TAPE D e�0 and Sad me t control training at a minl um of Weekly and following all . . . . ... -• �ra< BASIN OLY A u V 0-iE O rain events greater than 0.5 Inch. v T WEEP HOLE TYPICAL OF 4 PLACESS STORMWATER SYSTEM NOTES: I / f • BASE 4' 1.The Applicant&hail i uard the DmRs of Improvements thro h AT STM CORNERS Prom V i / i '_+; �■. 1 �'� OCDEEEPP BELOW Installation of a h fens dng and hey bales downgrade from all excavaaton arm/ ■ f >a and stockpiles soil and gravels materials. v I ti BASIN STANDING �� STANDING WATER/ m RQ.OIRI'o■NA®.GwfM..•P.r C_ ,,,,,•,■„RAT=m,,,,c,,,,,,,uGL�m,,,,O,,,m,,,,,,�„�,,,o Ww omaI 2.The Contractor shall verity all field dimensions and drainage layouts prior t Existing , t '"' p�nre ingg any'n tam.Any discrepancies shall be immedlatety / 1 / ` em.a.rameanwr®n m.ua►ra nrtvrea.r® to GATE TO f i 4•r- ( cow.ma.o.srowrsAmmop 6Powrx ►anw+. f v k..? i i ✓ ( agnw..'--rras.w�o.mc.o.u.+e.amo.. HAVER J !� Z' �'f>lc>ft' C.7aIra- ee I L. Y-f J I e....o,M..ne.m.mr.aou..ra.ar.uron,Q.o.,.we.re. COMPACTED SECTION 5 „d y 'I �• , I ."oee.00.ewwwra.maamren.waoowr..r.nrlv..+:wr 3.conshe ult wlth the Desntractor"I ierify depth gn n Engineer�prio exmvaion fa suitable solo and 11 DROP PIN / /ff /' r�; +�?;; 1 i* J The Design Eng'neer will verify sell percolatlon to lrates,andnong any drainage r tesresu Is FOR FIXED / i r j'"1-:��me Hc>1Ln SE ! " -,�• / I I WATER QUALITY DRAIN INLET the time of construction to conrlrr+the depth of any design conflicts such a� PANEL /�_ / �. J J I depth of bodrock or groundwater.My design changes to the storm water / / 1 ( I W SUMP system during constnrction due to unforeseen circumstances such as !`G TE #' Z 0 C 1` 41' i ,�,,,��� o0I ar 7 shallow groundwater,rodr,utility conflict ate..roust be resubmitted to the f ! J r..nelar r II:W?a seat / ! f J GATE TO m� `s"'a iOW ,w�OO"p°rm"w""sa'"sae°'"` Village Building Department for approval prior to construction. a / t.. / HAVE A ,,,. OT.'�"OVECIIII�;" 4.The Contractor shall schedule required Inspections at least 48 hours In EXISTiNG ( / / DROP PIN STONE PATIO ( advance to both Engineer of record and Village Inspector,and that no vW01 TO BE REMOVED I /' \ yr FOR FIXED m'O0�"" O"�"�"me shall be covered or concealed until the required inspedknns are passed. 5 / u wn wws.rnmrllwsrwrw (60 SF+/-) 1 a ,',.„.e� 01 ! PANEL �; brislor+N011 S.Stormwater curtain drain and discharge pipe to the proposed Infiltration I ........................ / WALL WIDTH ELEV of TW VARrEs drainage g proposed pool&Palk)as _ -- ! a '.c,+.a°m:irc�orm�o°"`D I%r Typ. ELEV oP sw VARIES drains system shag be Installed atom the g ' EMT.STONE PATIO • ••..'' r n"srowocoware�.er oa.e shall be 8'diameter PVC(or HOPE)piping. f TO REMAIN TEPS /. t r TE ' uar..et+eawerom r�,a n.errs _ _ =Nk'� ' a'a� w.w.a.. �""w` rm 8.Underground infiltrating stowater chamber(a)stall not be buried within ten / ( f it. 2"^�^n r`��' I feet of a building foundation not ten feet from any adacent property or right eommI STANDARD PAVER PATIO aof way.The proposed drainage system is designed to oNset tine net / i +;.:;;,;•' F� ( W/GRASS LINED DRAIN loe.r.naam w+orwKr.Aareerr �. 1i I I VA�,`""`0 I,`�" ,M Impervious surfaces created by the proposed pool,patio and relabod.The O / •1• •+,�:r.�.� .•. i �� I f`i 1 ,w r,rvI ,,,,a,,,b„T,.,,,,,� Proposed stormWvater system consists of one Cuftae 150XLHD Chamber with,m w aar■ro > �a�wrcAraw inlet cormection consisting of 8'diameter PVC(or HOPE)pipirlPHU N! •, °L"':L' o 30 TSACx J proposed location of the drywall system shall oe In the react yard maintaining / l l l t l l t l t l 1111 -• - - minimum 10 foot setbacks from dwegIng and property rnes. Owner/ContracW shall contact the Design Englnear should conflict(s)exist TOP°i erKa�'°"O�l 7.storm water rad.roer shall be ratrnmlrred In aoeorrr�ia ! / ;• r111, l'PROPosED IN GRouND l 11 l l l l l g/ h W"'PPS r GUNITE POOL PROPOSED f W. 1 19•0'x 3Y4r 11 1 t i t l STONE PATIO ^iO management practices and and Cultse maintenangl Ref*tu 0 ( Q MAINTAIN MINIt IDECKI SUN TO MATCH DOSiiNG MWsoAc EN W -Asu em 1 shall have the said m Inspected and artrfrd a(5rysr Intervals tl-Ot t L i tO t li 180SF+/- + FEB 2 2023 ( i PROPOSED POOL >r �r �� (rdnlmum). 1i \ l l l l i l l l l rI�t t t t t t t t t l l 11111 g � ,,,,,,,,,E.r� - - .mol..m.r ( \ Tt H l 1 1 1 l l 1 l l 1 EQUIPMENT PAD - PLA l 4 O ,q MANDARC OWNER POST CONSTRUCTION MPJNII=NANCE. Z I LOCATION p'' m•emu stoorGROW WIDTH ! =t• - ;PROPOSED /0. `11 y Q < 1.The owner shag naped all roof leader downspouts fdtings hirpeg(on port/ 1 ns . . and deanout caps once a to ensuremdons-• •LAWN AREA' ,• _.__. a iS 2.The owner shall a and remove to of debris from onr of 8railn l 1 TOW=226.0 •�-•-•;•; ° IIrc"ONMElE11PVCwtB'1�a6 POOL BARRIER COMPLIANT inspect � my open . -.'.'.-.-.-• ti i ! Bow=z23.5' b... h e � •-c STONE WALL DETAIL r regularly na g rrrAutn rrccraasr yard drain and driveway drain re ula with addltlor,al a hasb during the ( Lfj 1 , f w... �„�oruArsarores 2 fall and Winter months. \ \ •~- _[L B1 - + i i 'ro'tb srA� 3.The owner shall inspect and remove all accumulated debris from the sumps REDING D E PA RT M E N T ------.._Q�,br / 0 _ of any driveway drain and yard drain at a minimum of once per year.Adjust Q "s""as 45 `°:c*:r�_ J t I ..ill:- - •; w I frequwrcyasnecessary. \ 82 O � ' ............._ 1 � ��anw - -��� v.•vRoor�aEOOeAVE�Mws,.Euu v 4 �N r- y 9 �j� - \ \ \ IT, Commreoawn `� TABLE OF QUANTITIES. PROPOSED MASONRY - 2�6 V fi snroaAva a RETAINING WALL(72 LF+/-) HARDSCAPE: -POOL PATIO:800 SF SEE DETAIL 3,A _ 2 28 1 25. I W "srALLATp"Ne1Ea v+ r.IP -MASONRY LANDSCAPE WALL 727 LF(360 SF+/_) DAVI D A. G 0 E S S L PE 4-FOOT APPROX.LOCATION OF SURE FEN PROPOSED 12'NDS I Z sa -CONCRETE PAD/BASE MATERIAL:10 CY ' 4-FOOT HT.POOL ENCLOSURE FENCING. PROPOSED GRASS YARD DRAIN WITH SUMP(3) ; GATES SHALL COMPLY WITH SELF-CLOSING, LINED UNDERDRAIN �+�r•v��>��+ •� -GRAVEL BASE MATERIAL:20 CY+/- CIVIL ENGINEER AT PATIO PERIMETER INVERT ELEV. 226.5'+/- O °""""s•+r°'."rm+arn°r°a�w"r"'°".0 SELF-LATCHING AND LOCKABLE =PROPOSED CULTEC RECHARGER wa>ol. 622 SPROUT BROOK ROAD CONNECTED TO GRATE ELEV.=227.Q+/- i�O1O1A1M+,w, DRAINAGE: MECHANISM AS PER CODE.(260 LF+/-) CULTEC SUMP ELEV.=225.5+/- a 150XLHD UNITS(1)W/INSPECTION .roasrusa -DRYWELL:1 Cuftec 140 XLHD Units ~ '"° �'°�"°""�'°"""""""°"°°""""° -DRAINAGE PIPE.70 LF 6"Dlam. PUTNAM VALLEY, NY 10579 (914) 227-0258 a PORTS.UNITS INTERCONNECTED ll.aluloa/.•.avlrwowol,,wwraa►z •.aa.e+ere roorrw orr�leraord.o marrnur cur.all/ (45 LF+/-) (SEE DETAIL 5-DR) W/6"DIAM.SDR 35 PIPE. reaw.Ca).OilIVATIO.LLL -PVC DRAIN INLET:2 PVC Drain Inlet w/Sump PROPOSED POOL, PATIO, AND DRAINAGE a,"Yl ra.Rl e.1L r arm tu+r•Oa leapt lniCr raL M GRAPHIC SCALE SURROUND W/1 FOOT GRAVEL r�io ra m'o�ru°m`iwiicrrrne:rocnA 12"X12`with PVC Grate IMPROVEMENTS +o o s ro m .o MAP OF PROPERTY Sf1UATED AT TOP OF UNIT ELEV.=226.5+l- auaaPwrefALFA GINC a urewarrw,s POOL: +.aw..ri.oima.v.la.areem.r e..0 r..rum., VILLAGE OF RYE BROOK-WESTCHESTER COUNTY N Y INVERT ELEV.=226.0'+I- � M ►�«awaam,, -POOL,PIPING&EQUIP.:As per Pool Contractor TAX IDENTIFICATION 0:135 42-1-5.12 (SEE DETAILS 1-DR 8 2-DR) nerra 1ou MOiO°""`a"`"°"wATEMI` - FENCING:260 LF of 4-Ft Black Vinyl Chain Link 10 RED ROOF DRIVE RYE BROOK NY 10573 (IN pggT) w w/Hardware Modifications to Existing Gates I inch=10 ft. REINFORCED RETAINING (Aftemate Material is Aluminum',Jerittt'Style) PREPARED BY:F.D. PREPARED FOR: MY MENSCH FINAL RESTORATION: WALL WITH STONE VENEER suit:nor To sou -SOIL EXCAVATION&REGRADING:120 CY • -FINAL RESTORATION SEED/MULCH:1,500 SF DATE:OCTOBER 10,2022 SCALE: 1=10 FEET SHEET:2 OF 4 C -PLANTS/LANDSCAPING:240 SF+/-TBD by Owner AN N0. REVISION DATE Y UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A SEAL OF A LICENSED LAND SURVEYOR OR \� IVE I ADDED UANTLTIES OF MATERIALS 11 10 22 PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209 SERVICE CONNECTIONS:As per Plumber 8r Electrician LEN f$ OF THE NYS EDUCATION LAW. DRIVE,RYE BROOK NY,COUNTY GIS DATA,LAND SURVEY AND RECORDED DEED FOR SAID PROPERTY. �s`� F� 2 REVISED BASED ON CCTV REPORT 11/19/22 3 ADDED NOTES FOR BONDING 2 2 23 &foil 1 �g�v+r®d`t�+�� c♦ 14 vcs O WATERWAY WATERWAY =o� 640-4720V SPECIFICATIONS;640-1 500V SPECIFICATIONS'_ Total Open Area 14 8 W in Frame Size'.6'R-ne •Total Open Area:62.4 sq.In. Floor Flow Rate:153 GPM Q 2.72 Itrsec •Frame S¢e: 56 GPM a 1 33 Vsec Well Flow Rate 96 GPM Ca 1.3,250'x 13.250' 5-0 ® r-1 p Ww• Floor Flow Rate 3 7.73 W'sec Wall Flow Rate 280 GPM Q 1 441Usec 'Flow Rate 1 5lusec-68 GPM •Flow Rate C?1.5 fUsec.292 GPM JTI I I I I I I I I I I I I r-T HYROSTATIC RELIEFO I>I )I VALVE IN EACH MAIN I II DRAIN POOL RETURN I 1 'v 91 M I y w I:. S,}'N,Ss:.,HEATER TATI-- I r I R oRA ivE NEnGH NAN °IO GNEMIGA O I FEEDER I Q 1 .O l PUMP - O y'F+I 3 r: POOL SVGTiON 5TEPOUT +I FILTER I I I I I I F I 4 1 \I/ Ali I I 1 I I I L_J POOL/BPAt PLUMBING 50HEMAsTIC PLAN SCALE-1/4"-V-O" /gp,-4 l' fit[ euu.. WATER LEV qW m I - NEW YORK CODE NEW YORK IRC 5WIMMIMG POOL CODE .r -3000 P51 CONCRETE NY5 UNIFORM CODE 2020 POOL SUPPLEMENT --GRADE 40 STEEL i - SECTION 326 TIE REBAR AT ALL INTERSECTIONS b"MIN.GRAVEL -REBAR IN STEPS AND BENCHES 15 OPTIONAL.IT 15 USED A5 A R326.3.1 In ground pools. FORMING DEVICE AND HELPS TO REDUCE TEMPERATURE AND R326.3.3 Permanently installed spas and hot tubs. 5HRINKAGE CRACKS.IT 15 RECOMMENDED. -WOOD BLOGKING TO HOLD STEEL WALL GRID OUT,SHOULD R326.4 Barriers,application. BE IN PLACE BEFORE STEEL INSPECTION. R326.4.1 Temporary barriers. SECTION R326.4.1.1 Height. SCALE-1/ 1�-0" R326.4 Replacement by a permanent barrier. ALL ELECTRICAL COMPONENTS MUST R326.4.2 Permanent barriers. BE MINIMIM T FROM POOL WATER R326.2.1 Barrier height and clearances. (PUMP,HEATER,JUNCTION BOXES,ETC.) R326.4.2.2 Solid barrier surfaces. R326.4.2.3 Closely spaced horizontal members. ALL METAL WITHIN 5'OF POOL WATER R326.4.2.4 Widely spaced horizontal members. MUST BE BONDED TO POOL STEEL II R326.4.2.6 Diagonal members. MAY BE 6"MI W 64 NOTE5- NOTCHED MINA ... Gaes. 1.LIGHTING W.P.RECEPTACLES,GIRGULATION PUMP(5),HEATER(5).CHEMICAL R3 2 6427 t R326.5elfclosin and opening configuration. FEEDER(5)AND ALL OTHER ELECTRICALLY POWERED EQUIPMENT SHALL BE 9 p 9 9 MANUFACTURER APPROVED FOR EPA 4 SWIMMING POOL USE 4 SHALL BE WIRED a R326,4.2,7,2 Latching, 4GROUNDED BY A LICENSED ELECTRICIAN IN ACCORDANCE WITH THE MOST WATER BPS;. R326.4.2.7.3 Locking STRINGENT REQUIREMENTS OF THE MANUFACTURER,GOVERNING LOCAL ELECTRIC LEYEL "��.� 9 CODE AND NFPA--10 ELECTRICAL CODE(NEC)LA5TE5T EDITION. D-INSIDE PIPE DIAMETER R326.5 Entrapment protection for Swimming OOI 2 THE POOL SHALL BE WIRED 4 GROUNDED IN STRICT ACCORDANCE WITH P p 9 P NFPA-'70 AND THE LOCAL ADOPTED ELECTRICAL CODE. tt5®,2.O.C. and spa suction outlets. t HAUNCH 15 NOT 5HOV4N. Ymtn D N1/:2 3.ELECTRICAL EQUIPMENT AND MATERIAL SHALL BE LISTED BY UNDERWRITER5 NO PIPES IN THE THICKNESS t 2 R3 26.5.1 GOmpianGe. LABORATORIES(UL-LISTED)FOR THE USE INTENDED.PANEL ENGL05URE5 FOR OF THE YNALL. D 3' OUTDOOR USE SHALL BE NEMA 2 IF EXPOSED TO,PRECIPITATION ONLY,OR NEMA 4 4 SEE WALL >s3 AS SHOWN IF EXPOSED TO CONCENTRATED SPRAY. DETAIL # R326.6 Suction outlets. FIELD BUILT SUMP R326.6.1 Compliance alternative. 4.CONCRETE CYLINDER STRENGTH SHALL BEA MINIMUM OF 5000 P516 AFTER 25 DAYS. W 4 D VARY WITH REINFORCING STEEL SHALL BE GRADE 40,UNLE55 OTHERWISE NOTED. 2"GLR #4 BEAM BARS®6'O.G. BEAM DIMENSIONS ' 51ZEOFCOVER R326.6.2 Suction fittings. SHOWN ARE MINIMUM R326.6.3 Atmospheric vacuum relief system required. 5.THE ENGINEER HAS NOT REVIEWED SUBSURFACE CONDITIONS,UNLE55 NOTED IN §� THESE PLANS.THE ENGINEER SHALL BE INDEMNIFIED AGAINST ALL DAMAGES ARISING STEEL SCHEDULE-GRADE 401 #4 BEAM BAR(TYP.) BEAM BEAM R326.6.4 Dual drain separation. FROM 5ue5uRFAGe CONDITIONS, WALL STEEL 6.THE ENGINEER 15 RESPONSIBLE FOR THE CONTENTS OF THI5 DRAWING AND HAS NOT }FL �4 TIE STEEL INTO 1 OR 2#3 WRAPPED R326.7 Swimming pool and Spa alarms,applicability. REVIEWED ZONING CRITERIA AND PERMITTING REQUIREMENTS AND SHALL BE INDEMNIFIED WATER VERTICAL STEEL AROUND PEIMETER AGAINST ALL DAMAGES ARISING FROM NONCOMPLIANCE WITH ZONING AND PERMITTING DEPTH STEEL STEEL FLOOR GRID. OF BOX TYPICAL AUTOCOVER REQUIREMENTS. UP TO 4'-0" S" #4®1 2"O.G.#4®1 2"O.G. i" 3 HAIRPIN(TYP.) DETAIL I.THE OWNER SHALL BE RESPONSIBLE FOR FENGINGTHE POOL AREA IN ACCORDANCE WITH PREVALIN6 REGULATIONS, 4'TO 6' 5" #4®9"O.C. #4@ 12"O.G. NT5 el I 6'TO9' 12" #4®6"O.G. #4®5 O.G.FLOOR 5TEELFLOORS #3@12 O.G.B.w. KIMMER MOUTH LT U6.109a3/NY LIC.OT3E3T-1 TYPICAL POOL BEA�M5 TOPOFBEAM �FLooR6" #3®210"o.G.B.w. W jW MENSGH RE5IDENGE ,NewSCALE 1l2°-1'-O" 0 Z ZMIN 2#3U-BARS INX4Y SKIMMER BOXHASA B AM$ARSBENT W DA�LMEIDA�POOLSUd 10REDROOFDRIVEUNDER SKIMMER �yJ a. i- TRA�IGHT POOL WALL IRECTION #5 BAR GRID-TIED -=Z_ 2 RYE BROOK,NY BACK INTO WALL STEEL MOUTH J N W C7 Q y 1 O6 TROWEL 5T SMALL RADIUS BETWEEN WALL AND FLOOR J-Wi J ' NT5 FIELD BUILT SUMP STEEL AT SKIMMER m BRIDGEPORT,CT 06601 NT5 to ®v SCALE: perE: © cl 1 4-434-2225 AS SHOWN 01/14/23 "� almeida men5Gh O 123 r 00 F CV i U �i iLUci CJ� CS'a f Qo.4' �Q — m w U' n o c cn , • 1 W CL G ++ Q Cn O "~ G • O 4) tom... > i hl ..�...d i... L X E Z o o 'cu � N a `o a � V w � Q c c c to o c �-CD a oen ems` o o a c c a m E �- N LyI J ' i.Y J2 Uv O C 1U. E QJ i • ir, J fm o • _C- V o U y o N�`� c O a c, v �� �T�• O f- .+o' . p E in V. [, G h .� U p a Q G a V 'T� o } 3 w�^� t'�i`, v x a� t cu w c a a` E o n elf Q E ova E E o g a o E w ® © c w o cy ¢ cro tom— cJ vs o o z 0 0 h m z o r-e co co N CAD N � � O Ya: a QW 3 U- Cl- Q> � z C.o __j 4� CD Co N c c� O � � a � X lLl O Z d Lj_j LA-1 W c:: O O O LL- LL � V') d LL C-D (Z> C) CAD N Frto CV :Z: M � • a cz W AI C=3 V �C CD a y 1..1J(q� --ice i n- • 4 tW-- I I �► W >~ U L.Lj o 0 i. S O 3 zu L.C5 W - C� � C> E i I w