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BP23-203
PERMIT N C 1/ SECTION TYPE OF WORK JOB LOCATION FOOTING FOUNDA FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS O SPRINKLER ELECTRIC LOW -VOLT O ALARM AS BUILT FINAL -Q03 �, 813 DATE TI ON I OLS40q a/8 /n 0\) 97- 03// OTHER APPROVALS ARB BOT P8 ZBA OTHER AS-BUILTIFINAL SURVEY REQUIRED PRIOR TO IN j FAL INSPECTION Cal a4 `QyE QR �. t �w�JJv 193 JJ V1vV VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE March 26,2024 Jane Botticelli 20 Valley Terrace Rye Brook,New York 10573 Re: 20 Valley Terrace, Rye Brook,New York 10573 Parcel ID#: 135.67-2-23 Building Permit#23-203 issued on 12/8/2023 for a New Retaining Wall This certifies that the new rear yard stone retaining wall,constructed under the above captioned permit has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to pE c �u v ' , 3R 1 For office use only: BUILD tTMENT PERMIT# ` JO-5 MAR 14 2024 15 VIL OF RYE-ROOK ISSUED:/,,)-o0-cl3 938 KING STRE YE BROOK,NEW YORK 10573 DATE: —� y VILLAGE OF RYE BROOK 9 -06 , FEE: S& PAID$ BUILDING DEPARTMENT www.rye rook.org 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 sss•wwwwrrrstrrrtsssssas+wartrrwssrrrr+sssww+++wwwsrrrsraaat++ssws+•wrrwtrrrrrsrrssssssssrsssssss+ssrttrrrsrrtsssssrrssa+aswt Address: Zo VALL C,j <E RLAC& Ry C � -00 K ►� y o 3 Occupancy/Use: fq Parcel ID#: Z 3 5, 1; 7 -- C;-)—C-) Zone:7 Owner" A N C �b TTI G L I�t- Address: .) \/kv-LE y I U-Nct, Rv L gttoc kc, Uj 10513 P.E./R.A. or Contractor:R O 6EA-ry Ca P f A R-i:LL-k Address: 'l 1 112-. U),N a o Rost 6"Or. N y t o 5 Person in responsible charge: L KEP--Z CAPPA REL I-1 Address: 'I% 112, k-),kj a5o e- Ry lt� ky& 8koo w IJ�{to 5?3 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: r1►3 E o T-f,c being duly swom,deposes and says that he/she resides at Za V,1 Lf 7 1 t:w a' (Print Name of Applicant) (No.and Street) in Ry g ko or, ,in the County of W L-5 i C N E5 i o L in the State of ,that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ 2-O. 2- 5-0 , for the construction or alteration of: R C 1 6 1 N k N G U�R I-L_ 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 befor me this r q Sworn�tobbe4fforeethisday of , 20� day of `j , 20 --JaOE �C44 Signature of Property (Owner Signature of Applicant �Q 3� k) Print Name Property Ow r Print Name of Ap yan 140afPublic Notary Publi ENot;y HAEL ESQUIVEL lic State of New Vork MICHAEL ESQUIVEL .OtES64e of N Notary Public-State of New York n Westchester County NO.01E56442359 on Expires Oct 11,2026 Qualified in Westchester County My Commission Expires Oct 11,2026 �yE BR(��• 1982 BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - -,- - - - - - ADDRESS: • , \ '�1 `-�- DATE: PERMIT# t CA3 ISSUED: 4ECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ Violation Noted THE WORK IS 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 ❑ ROSS CONNECTION FINAL ❑ OTHER �E 4RC�k, w � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR [I-MSSISTANT 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.orS - - - - - - - - - -- - - - - - - - - - INSPECTION REPORT — - - - - - - - - - - - - - -- - - - - ADDRESS : _` DATE: /- ZS -1 c) PERMIT# 23 �� ISSUED: Z'f�'Z>SECT: .1S 6 2 BLOCK:_LOT: LOCATION: L0�'&) Q1\ prLo e. A OCCUPANCY: ❑ Violation Noted THE WORK IS... [✓PASSED ❑ FAILED / REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ Few WALL i N 5Pc 41�.) (;gv'e,C_ ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION 1 ❑ Natural Gas _ (� o Je-1 Pf c �� 3P h in d S 77,-( ou- ❑ L.P. Gas iv F_G ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�jk. '9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www Uebrook.ore - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 10 l.u: 1 a DATE: - , 1 PERMIT# C,` 2 ISSUED: \1-"-)'23 SECT: ) BLOCK: LOT:— LOCATION: 2n `D e cA 1 D'\) 'c �M)I Q/1, OCCUPANCY: 2 / U ❑ Violation Noted THE WORK IS... [r PASSED ❑ FAILED / REINSPECTION ❑ SITE INSPECTION JU REQUIRED [91 FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas it-, VJ I \1 ❑ L.P. Gas `� , ` ❑ FUEL TANK IC ' C(—\1 I c' t ❑ FIRE SPRINKLER L 1,� �l) 1 1 t N(2 (� �-CJ SU v 1 i 1� (� 1 S-'o C ❑ FINAL PLUMBING \ > [I CROSS CONNECTION � vJ V C, `✓ �h ,� K oL IL I ti pC ❑ FINAL EX t J i ti i.�i 1 1 ✓ S Z ❑ OTHER " M = N N O � � v ,p•,'00 7 e PR (. W Oa o H 4~ V) J .p 0 0 L N z A p ' 0 3 . o� 0.-0 c o W ao E � . Lin w v y H OF., a M 72 o A z � W A F` 0, cn wI:zr � � 0 W u o 4 � yy p"� m W w - 't OZ ,o ° � v E o v v V �T� ICI G1 �i C/� M N '-� • W W c7 cn -o v •• A � gam• z 1 0 " V O 00 w � •� Otv o � -0 03. � o = in r�/ C/� V �ro- O z 14 w r±r a� ff .0 ate+ W 3 _ � � O � W H4 p z a � v � _ W n H 0 Kom O 0 A z © _ JE N p W z Z •• �,..�1 Ap fit W ] M� a a = d = BUILDINGO TMENT © � JD VIL OF R ROOK DEC -5 2023 938 KtN E,r RYE B ,NY 10573 14 39-4 VILLAGE OF RYE BROOK W x r BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: n S'Qo,s Application# DE Approval Signature: ARCHITECTURAL RE W BOARD: Disapproved: Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Fee: 00— Permit Fees: 7c�1r ' FENCE / WALL / GATE PERMIT APPLICATION Application dated: lol—6- Ql S is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the installation,construction,repair or replacement of a Fence,Wall or Gate,in accordance with Section 250-6 B.(1)(g),of the Code of the Village of Rye Brook,as per detailed statement described below. Swimming pool fences must conform to the State Code. 1. .lob Address: Lx-` \j A L-L-E-`I 2. Occupancy/Use: llC�41n S.B,L.#: /,3 s, 6 7 - - Zone: - 3. Proposed Fence/Wall/Gate(describe in detail): 4. Property Owner: _J AO E OT'rt�L t~1p p Address: 2 to .)A L-LF-A (E-R A-A'C L P-[x':K N y t O j-1 Phone# Rob c5r��1 to Cell# �1 t`� Z�L Oo-1 6 email:_t 66++,cc_k �E) O CU41 Applicant: Rbtrh CCgorlt A0Crr- JTIUL Address: 1 l o ,5,(' i rGv� U57 Phone# 'I1`1- WO -G 30 Cell# 1`I - - N7 email: Architect/Engineer: G- l!r-.o r - Address: _end'f-cA A u 0 cmt 4 S d c. le 1 o !j—3 O Phone#91 y L{, a--oc 74 Cell#CA t y - :;Ci I 5 7(3 W email: n d��<< - tCJ�, CUM Contractor: Address&Phone: _-71 1 /2 L j , n d),r 'G d 1 (t.57 3 C,/,-1- Ll C17- CJ3 5. If building is located on a comer lot,which street does it front on: �( 6. What is the estimated cost of construction 1 $t_2 50 (NOTE:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,and material and labor which may be donated gratis.) 7. Estimated date of completion: Q 1 3 G 03 i 6/112023 Please note that this application must include the notarized signature(s) of the legal owner(s) of the above-mentioned property, in the space provided below. Any application not bearing the legal property owner's notarized signature(s) shall be deemed null and void, and will be returned to the applicant. STaTEOF NEW YORK,COUNTY OF WESTCHESTER ) as: ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individualWitning as the applicant) and further states that (s)he is the le 1 owner of the property to which this application pertains, or that (s)he is the �. r�, a 0 'n I[, [ for the legal owner and is duly authorized to make and file this application. (indicate arcliitdA contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this �,r)_ Sworn to before me this 9-D A day of day of , 20 23 Signature of Property Owner Sii atwe of Applicant atNoP,bhc a`Y--)C &L L.� � -c r C P Owner Print Name of A 'cant r Notary Pu is ENotary AEL ESQUIVEL MICHAEL ESQUIVEL c-State of New York Notary Public-State of New York 1ES6442359 NO.ClES6442359 Westchester County ter County n Expires Oct 11, 2026 MY Qualified ExpiressOct 11 026 go Alfredo DiVitto From: Alfredo DiVitto Sent: Thursday, January 4, 2024 3:51 PM To: Eliot Senor; info@ gabrielesenorpc.com Cc: Steven Fews Subject: RE: 20 valley terrace Thank you for your quick response have a great evening.. hope you had a good vacation. Thank you, Alfredo (Freddy) DiVitto Assistant Building Inspector Village of Rye Brook 938 King St. Rye Brook,N.Y. 10573 Office: 914-939-0668 From: Eliot Senor<eliot@gesenor.com> Sent:Thursday,January 4, 2024 3:48 PM To:Alfredo DiVitto<adivitto@ryebrook.org>; info@ gabrielesenorpc.com <Info@gesenor.com> Cc: Steven Fews<SteveFews@ryebrook.org> Subject: RE: 20 valley terrace Freddy I am aware of the change. I had discussed the pinning to the rock with Willy last week before your inspection. I will amend the plans. Eliot From:Alfredo DiVitto <adivitto@ryebrook.org> Sent:Tuesday,January 2, 2024 3:49 PM To: info@ gabrielesenorpc.com <Info@gesenor.com> Cc:Steven Fews<SteveFews@ryebrook.org> Subject: 20 valley terrace Good afternoon, Mr. Senor regarding the footing inspection at above site according to your plans it showed an existing footing of 53" and #6 rebar. upon inspection the area is all rock and contractor said he will pin the new wall to the rock and use#5 rebar. Please make a site visit and amend any plans on your findings and decision. Thank you, Alfredo (Freddy) DiVitto 1 Assistant Building Inspector Village of Rye Brook 938 King St. Rye Brook,N.Y. 10573 Office: 914-939-0668 2 s.. #. _ate•. t 4C ,r. 1 t. * ,' c t •, 1 r .� ♦/ 5 j, • � 1. / 411. 1�� � 1� ���! .,4, ` i. :• � ,����, ,fir a AV v N/ �� T Say"" • �� .r e. Of i S+ so- r� �. .. 't��.�,t*ice• :� �, 4. ok �'"1 > '� .�k• � .Via»• $� 7. p • � c f:t-art";, �, �} //• � ( _ R:� -�` mot' , � �", i �����;r t J n•�-aS`a + )� (04 It of .r, �1 1 _ � ''' . . '-y '��,'�-y. _s. - � 1.., � . `� } � a -F.. :'y '� ti .� Y Nib a: -;r,. .yr :....-f Y�.' � �„- r� �� � � ^� ti: .i � - *,. e �� .. ,a .f�'� � .,.� •y; �P � � 'k �i I ` 1 � f . t �f --------+ .Building Permit Check List&Zoning Analysis N 4,-� �,�-e� \-c - . Address: 2� CQ SBL: Zone: _Use: Coast Type: v Other. Submittal Date: Z Revisions Submittal Dates: Applicant Nature of Work Reviews:ZBA: F(' b 2023 pB• BOT: NEED QK/ � Other ( ) l✓J 'Filing: BP: OF C/O: Flood PlaneLegalization ( ) ( VP: Dated Notarized: SBL Truss I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Shore Fees: N/k ( ) ( ) §I,TE PLAN:Topo: Site Protection: S/W Mgmt: Tree Plan: Other. ( ) ( VEY:Dated: Current: Archival• Sealed: Unacceptable: ( ) (� S:Date Stamped: Sealed Copies: Electronic Other: ( (�}!- ' ense Workers Comp:�iability-�mp.Waiver. Other. (v (• CODE 753#• /,3)/13--CXpn— `) / —ccj- Dated:_ %cD—//-13 —N/A. ( ) ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other: ( ) ( ) PLUMBING:Plans: Permit: Nat Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit N/A: Ocher. ( ) ( ) H.V.A C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other 2020 NY State ECCC: N/A: Other. (� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( )ARB mtg. date: approval• notes: ( )ZBA mtg.date: approval: notes: ( )PB mtg.date: approval:- notes: APPROVED REOUMED ExIslING PROPOSED NOTES Date:DEC Circle: Fie Front: Front: Si : fir. Main C v Accs.Cov Ft H S S .HS : S�Fa Tot img F Im : Parlcmg Hcight/Stories• notes: Gabriel E. Senor, P.C. Engineers Planners Surveyors NOV 3 0 2M 90 N Central Park Avenue Hartsdale NY 10530 VILLAGE OF RYE BROOK Tel: (914)422-0070 BUILDING DEPARTMENT E--Mail: info@gesenor.com November 30, 2023 Steven Fews Building and Fire Inspector 938 King Street Rye Brook, NY 10573 Re: 20 Valley Terrace, Rye Brook Dear Mr. Fews: At your request, I give permission to use our plans with the filing application for 20 Valley Terrace, Rye Brook. Please contact me with any questions. Very r yours, Eliot Senor, P.E., L.S. rl LE Copy l Gabriel E. Senor P.C. D CM Y[E Engineers Planners Surveyors DEC - 5 2023 3D 90 N Central Park Avenue Hartsdale, NY 10530 VILLAGE OF RYE BROOK Tel: (914)422-0070 BUILDING DEPARTMENT E-Mail: info*,gesenor.com - November 30, 2023 Steven Fews Building and Fire Inspector 938 King Street Rye Brook, NY 10573 Re: 20 Valley Terrace, Rye Brook Dear Mr. Fews: At your request, I give permission to use our plans with the filing application for 20 Valley Terrace, Rye Brook. Please contact me with any questions. Very j r �yours, Eliot Senor, P.E., L.S. FILE COPY Laura Petersen From: Laura Petersen Sent: Thursday, December 7, 2023 3:20 PM To: jnrscaping@yahoo.com Subject: 20 Valley Terrace - Retaining Wall Permit Application Good afternoon, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office, V. Copy of general contractor's valid Westchester County Home Improvement License. ti/2. General contractor's valid liability insurance (the Village Of Rye Brook must be the V/ certificate holder) 3. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) Building permit fee $342.00 (due once permit is issued and ready for pick-up) Contractor must call UDig NY and get a ticket number. This information can be emailed to me. Thank you Laura Laura(Petersen Office Assistant p Village of Rye Brook 938 King Street Rye Brook, New York 10573 10 Phone(914)939-0668 1 IpetersenCabryebrook.org l el' a r D \ � 'siL� �`"�\> • � ��" �t O �"'�Ilt� \O, r,) ��ili\gjl h, �lti v y\ 0 v,I •Nt v I'p •♦ `! r u �•na1'h r t) O' icil p v �++L At ..........���c�+p� . . . . . . . . . . . . . . -p n In W«O)f'I > c.. LQ O \\ L N p k N .. �. V v o �p �r C V1 Y ! O Q (0) L � Ll LO section �J L Z 1 U a.LU Q ✓_' A ma Ltd �MINK r..� EDram , k l'� dt�'• 4 ��, �'i'�t'i>(°'o :-.,r ;i �� -. --.---- ,;� r :,"��.� '`,tea».'. .eel � ♦..f� .��b �) lry,,1�,, �t � ,e�N, ��+rp�\' '- .'tittle, 1 p� �tt� � •t1 J� p a �4 �. �`�..,-,�, ^y� � ..,� r� ��•���'+tee ► �`-�e.a•.v �ttr.►�v 4. � .ifa cry �,..� +�� /hWa ltr�` `. is 11 i C R a DATE(MM/DD/YYYY) A CC CERTIFICATE OF LIABILITY INSURANCE 12/08/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Paul.Humphrey NAME: Farmers Insurance PHONE (g77)638-0022 FAX AIC No E A/C No): E-MAIL aul. hum h farmersinsurance.com ADORE S pS: g' pre y� P.O.BOX 751525 INSURER(S)AFFORDING COVERAGE NAIC a Dayton OH 45475-1525 INSURERA: Utica First Insurance 15326 WSURED INSURER B: ROBERTO CAPPARELLI INC INSURER C: 71 1/2 Windsor Rd INSURER D: INSURER E: Port Chester NY 10573 INSURER F: COVERAGES CERTIFICATE NUMBER: CL23112220459 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 MAYBE 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. INTRR TYPE OF INSURANCE INSD WVD POLICY NUMBER M/DDIYYYY M/DDlYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FX7 OCCUR PREMISES Ea occurrence $ 50,000 MED EXP(Any one person) $ 5.000 A ART3000585030 10/23/2023 10/23/2024 PERSONAL BADVINJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ❑JEO- ❑ LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER' $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accdent ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident N $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/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 THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King St AUTHORIZED REPRESENTATIVE Rye Brook NY 10573 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:8C5D35A7-498F-49D4-90E3-1 F03170A6CA2 YORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a. Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured 203-513-6329 Roberto Cappparelli,Inc. 71 1/2 Windsor Rd 1 c. NYS Unemployment Insurance Employer Registration Number of Port Chester NY 10573 Insured Work Location of Insured(Only required if coverage/s 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 473782892 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Hartford Prop&Cas Village of Rye Brook 3b.Policy Number of Entity Listed in Box "I a" 9 31 WECEL7403 38 King St Rye Brook NY 10573 3c. Policy effective period 4/27/2023 to 4/27/2024 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"3"insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers' Compensation Law.(To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend. extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that 1 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: Marissa Hudson (Print name of authorized representative or licensed agent of insurance carrier) DocuSigned by: Approved by[- 12/11/2023 498205ces042446ignature) (Date) Title: Commerical Insurance Account Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 203-354-6200 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.0 dig ny.org> Sent: Monday, December 11, 2023 10:05 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 12/11/2023 10:05 To: VIL RYE BROOK PRIMARY Transmitted: 12/11/2023 10:05 00002 Ticket: 12113-000-510-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 20 To: Name: VALLEY TER Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BACK YARD NearSt: RIDGE BLVD Means of Excavation: HAND TOOLS Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: REPLACE RETAINING WALL Estimated Work Complete Date: 01/03/2024 Depth of excavation: 7 FEET Site dimensions: Length 35 FEET Width 5 FEET Start Date and Time: 12/14/2023 07:00 Must Start By: 12/29/2023 ------------------------------------------------------------------------------ Contact Name: WILLIE CAPPARELLI Company: CAPPARELLI CONTRACTORS Addr1: 621 N BARRY AVE Addr2 City: MAMARONECK State: NY Zip: 10543 Phone: 914-698-9286 Fax: Email: capparellicontracting@yahoo.com Field Contact: WILLIE CAPPARELLI Alt Phone: 914-403-6179 Email: capparellicontracting@yahoo.com Working for: H/O ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 1 0 z S.R.W.. Stone Retaining Wall Vinyl fence w w OHUL . . . . . . . . Overhead Utility Lines — H ice• Wood fence FM 55 I { N 11 54 00 I Yard Wall W/Side Stake Set Fence Wall 0.9'W At PL Corner 0.4'W W/Side Online Stone Retaining Wall _ 0 C) C� Stake Set Online Tax lot 22 Yard Fence_ 0.6'S Wall_ S(�/Side OAS FM 19 5.0' No. 18 11 Story Frame FM 56 { 50,00, 1 Story Frame Garage Wall W/Side CD0. 5'W _\_S R. W. -� i (3ate (Wall e o CDd S/S �i 0.3'N 1 0.5'F Baseline 10' off � Property Line Yard FM18 QM17 Wall S/Side 0.5'N Stone Retainin Wall S S de 0.3'N Concrete Stone Retaininq Wall Wall Yard N/Side 0.6'S Conc pad T x lot 23 Area 6,000 Sq. Ft. Asphalt 1 Conc 21 Wood - Deck '7 16.0' m 19.0' Garage under a, 10.5' Wall N/Side 4 88' Online.78'e ... (, M � Q c N r`M � Ic m Yard (, `n =f Q 00 �0 0 V v O `�•�, Wall N/Side 0.VN Curb 1.7' NL 20 12 ST RY FRAME 13.8' l Planter � l 21.0' Stone Curb I Stoop Hedge N Q0 X-cut Set AAt P Corner (on to of wall) Wall N/side 0.2'N 0.1'W -S 0,Yard LX-cut Set Online (on top of wall) Wall /side Conc 0.1'N Wall /Side Online Fence atop Conc Ret Wall Curb S/Side Planter Online D Tax lot 24 U S.R.W. FM 16 4. 11 V LU -� a) I Cif 00 4. r____1 C00) C 0 V) 11 Yard Yard a; _1 Curb 1.0'N 0 S � � 4'00 50,00' Street Curb Curb Curb Curb 10.6'E 10.'E 10.4'E Valley Terrace ASPHALTIC PAVEMENT a N O x C4103 Designated as Part of Lot Nos. 17 & 18 in Block C-D On a certain map entitled "Revised Map of Tamarack Gardens" Filed in the office of the Register of the County of Westchester on August 5, 1930 as Map No. 3675 November 6, 2023 Partial Property Line Marked ��(J � � � October 27, 2023 As -Built Survey Reproduction or copying of this document may be a violation of copyright law unless permission of the author and / or copyright JOB No -I DATE DESCRIPTION holder is obtained. GENERAL NOTES: 1. This is to certify that there are no visible streams or natural NOTICE: © 2023 Alli Surveying P.C. All Rights Reserved water courses in this property unless shown on this survey. Unauthorized alteration or addition to a survey map bearing 2. Encroachments, vaults, and easements, if any below a licensed land surveyor's seal is a violation of section surface are not shown hereon. 7209, sub -division 2, of the New York State Education Law. 3. This survey is NOT a title survey and is not to be used for title purposes. This surveyor will not be responsible for its use as a title survey. Real Property I Real People I Real Solutions ALLI SURVEYING P.E:. Property Address: Tax Designation: 20 Valley Terrace District: - 77-16 164 Street, Suite 202 Village of Rye Brook Section: 135. 67 Fresh Meadows, NY 11366 Town of Rye County of Westchester Block: 2 Tel: 212-732-1393 www.allisurveying.com E-mail: infoallisurveying.com State of New York Lot: � � Records of Frank E. Towle Inc. Harwood Surveying, Drawn By: RD Checked By: X & Aristotle Bournazos PC , loop 0 '00 PC D W EPM DEC - 5 2023 VILLAGE OF RYE BROOK BUILDING DEPARTMENT C3 NE CD j y t rL � LANQ 5 RAMZAN ALLI, LS License No. 050457 A copy of this document without a proper application of the surveyor's inked or embossed seal should be assumed to be an unauthorized copy. JOB NUMBER RO3675-C-D-17 GENERAL NOTES FRONT VIEW SOIL STOCKPILING(SS) CONSTRUCTION ENTRANCE DETAIL abriel F Senor P is not responsible for construction supervision unless retamed undrr separ>ati camas STI,IlJ2E � wnwEllErIMMON00M81 Gnbncl P Senor,P C must he notified prior to backfdting any storm wader System for iltspccuon if The rngineenni;Dept will require a final letter or ceruficauon from the design engineer ra the • 2 1!!•EO1lFS8 storm water approval,site work and drainage Irmalhnorri Hgt09 1' changes muss lx fled and ed the ent m amendments •••••••••age•• go 5 'a UTILI 3 \ny changes made to dim plans shall be approved by Gabriel h Senor \fry hang aWim by apparopnate Departrn wave *—ft Owego• • • 4 Gabriel{:Senor.P C is not responsible for damages tf changes are made and not approved as m nem t above 5.4 6 ft 3• O ft 0:�• •••S •••o• • •••• �'SIGN •••,••ir• ••• S \II condtuons,locations,damensrons,and clot inroad shall be vrnfitd by the t'omranxo o t hvruer and must report all Jucrcpancrcs to the Design M.rtgmeer prim to the stun of constrtictimt • ••••• • • : HYDR1 0 6 All work and metenals shall comply with all applicable codes including but not limited in the following\1 S Buddtrng.-ode.I ocal/.�nmgCoda\CI and MSC Section to a ' °.`"••d•°'�'Go•'""`�•a VATEi� V DEC• fr�UII1L,I.a.o. GV — 5 023 7 The Contractor is responsible for nil construction means and methods to implement the designs shown I Rep aired red / &� 8111gI 41,011,fATT$R� '�& ���:,� 5 pd GAS /ALVE A »� FA pp 8 Safety during construction ts the responsibility of the Contractor and shall conform to all I.txnl.State and federal.\gernitn requaarnerm t iNSiAllAT10NNDiE3 R7�/�C I�fATN .,M��Ir„oMFGRSMCMMOPEAMG&KLeEMVANDUABL:. LIGHT IRE 9 The Contractor shall apply for and receive ail necessary permits to perform the work shown on these plans prior to the start of corntrl"ction VILLAGE O 2t111)Yl11SD1EOFStOC1�RF91N11�,1 GUY �iIIRER E BROOK 10 If imported fill material is required,it shall be certified in whwtg by a New Yoh:Stnte licensed Profestronal Engtrroer as non-conummated,clear fill suitable for the intended use Percolation test, _ '°"°a"'LTsmooRsntAxwa&TmgrAK E'rHvEDETA I LT 1 F I N A L S U RV _�'�.1 shall be performed by the Design lirngincer to demonstrate thin the stomfuratu management Met=will draw down the entare water quality volume within 48 ham The results or the pereobiton OROD,D51QTIl3pieglRilbltlBUl *16t8o1Sj2®MMDMVrLfrATION A S—g U I�TEL . M�L D 1 N G DE RT M E N T Wall Facing East °" V test(s)shall be submitted to the Village Engineer for mrcw oral approval 4>;ff 1T�lfITgWWNtIF•I�rALLAT�I�9LTFBCE REQUIRED PRIOR •' A,rt.TNw�, It Orange Construction Fence to be installed along the Itmits of the proposed disturbance Ian its Imc —— 0 A i O ®SEVER MANHGLE PERMIT# Fit INSPECTION ®WATER MANHOLE 12 Final grading shall be sloped away from the building and foundtauorn DUSTMITIGATION �.�► — SCALE 1"=5' ®ELECTRIC MANHOLE SBL# , (1)DRAIN MANHOLE 18 All carthmovirng or excavauon activates shall be discontinued dunng periods of winds greater than 25 mtks-per-hour(mph)to prevent excessive amounts of fugdive dim gerrcratmrn 19 Contractor is required to coverall stockpiles with tarps plasbc DATE AP E ENT RUBBLE STONE MASONRY RETAINING WALL SITE PLAN ®MANHGLE 20 Apply wood chips to disturbed area ®ELECTRIC BOX 21 All construction areas shall be sufficiently dampened to control dust caused by construction and hauling.and always provide reasonable dust control of area s akipct to windblown CAPSTONE FULL WIDTH EXISTING OR PROPOSED EXISTING GRADE 22 All loads shall be secured by covering or use of at least 2 rat of freeboard to avoid carryover BUILDING IINSP CTC R, o ye Brook,NY GRADE __ PROPOSED '_3 All materials transported our-sine shall be enlrcr w(Fxrem watered or sense covered � �ZA _'.-•—-_ PROPOSED GRADE PERMITS / Z, 14TREE 24 The Contractor and all Sub-Contractors must submit a"Contractor Certifnrationn Statement-m per section 294.8 of the NYSDEC Stormwader Pollution Prevention Plan manual prior to Use start (E�I ofeammicuon rr---'' r FM SS i FM 56 SIZE MORTARED STONE �I� Q I- 1 T'REE TO BE REMOVED 25 Connection Permits are required from the Department of Public Works for Sewer.Water and Stein 11ata System overflows '-6 Curb cut permit is required from the Depanment of Publre Works Curb can maximum width a 18 feu � � � �f7��I O O I I TE �O e 0 O t SF DL SF— aasts x r 27 A street opening permit must be obtained fran the municipality for all work in the Right of Way and a municipal ampecton preformed prior to back filling and final lspprovab O Yard Wail Qry frafne Garage SILT FENCE E CRUSHED STONE OR SCREENE Silt Fence >N/Bede wall /AREA OF DISTURBANCE SJWWNU SECnON B _ O a W 28 The contractor shall secure a Street Opening Perna with the Municipality for all work to take place on the right of way including comtrucuvn of a new driveway apron.and installation of new POST GRAVEL THE ENTIRE LENGTH O FeitCt' at Property WZI t,aII � �/5.I N/Ss>a bl CHAIN LINK FENCE service laterals FILTER FABRIC WALL 0 Line 6Onlint w►/Sloe o OA;N (AS REQ'D BY MUNICIPALITY) 0 Onhn 0. W S c 0.1 W TOP VEVy =� — 29 If necessary,the Contractor shall secure a Tree Removal Permit with the Municipality pnor to the commencement of construcmon actrvdws S870N EXISTING OR PROPOSED ILT FABRIC FtAw GRADE 4� C 10'OC _ re :atria. W --S Gate �S 30 Contractor ts required to provided Dig safe NY ticiet prior to issauroe of permm BACI�1 COUPLER "PERFORATED TO CONNECT OLES wall Prop Masonry O cuR13s AND ROAM RUBBLE STONE 1'3 CY MIM S.a"S dt: Soil Wall Repair O 0 3 N Stockpile p CD O Yard o. C11 31 Curb cut permit u required from the Department of Public Worts Curb nor maximum width ts 18 feet �� � $C10N B > O FM?8 Y o Ir d FAA 7 C BASN ally SSECTIONA #8 BARS @ 12"O C t VROMSILTSAFiEREOff RMFALLN 32 All imraches is Village Right of Way mum be bacLfilled with controlled density fill(k-cretel TOItAINfAPi$ft WATB�ST >f43 �— _ — v r 11Sa11 a' `.� ` � NATIVE sal Side � �F.• .i.•rx�` 3 f0 33 Replace or re-lay curb m directed by Municipal Ertgmoer ~•••• �•S R '�= � Wall � TOE ETHOD JOINING SECTIONS OF FENCING >: S,one Ret -•Wa!I O Ii 11\1 Qi 34 Replace all sidewalks damaged due to construction activities O .aifti stone I�e'alni� Wall ` (� tL INSTALLATION NOTES N "EXtS�'MG- UNDISTURBED MATERIAL �onc i/ L 35 A non-conversion agreement for the basement must be signed and riled prior to the issuance of a C of O as required Co properties in a 100 y r flood zone Sty t' �iValE 1 EXCAVATE A 4INCH•4INCH TRENCH ALONG THE LOWER PERIMETER OF THE SITE ' .•.• FOIJN• TIQiV� all Wall O .... _ �, Sf � Yard NJSde S/51de .•.- � 2 UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK — 0 ;N O.6'� Online < EROSION CONTROL (DOWNSTREAM WALL OF THE TRENCH(NET SIDE AWAY FROM DIRECTION OF FLOW) Concrete f"� _j V 3 DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROX MATELY 2"NCHES I Fence arOJ ' r> `��tt`���FROM THE TRENCH BOTTOM _ 36 The contractor shall schedule with the Municipality a rough grading inspection prior to any framing pro budding above the first-floor braced decking Excess soils of significance shall be removed 4 LAY THE ME Cons Ret Wall C� IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH » » . . � and disposed of upon completion or the rough grading BACKFILL THE TRENCH AND TAMP THE SOIL 6 25 22 Fen-e W STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH l�•(1 Lufb . � 37 The structures for the storm water management system shall be installed at the earliest date possible when the structures roof its complete The'ontraetor shall consuh with the Municipality and 5 JOiN SECTIONS AS SHOWN ABOVE t one _ schedule this work upon completion and inspection of the rough grading acuvitus $ !7� S nIln N+ , 1st, v ♦!J 4,-5," T x lot 23 an e• �Ine �j� 38 All proposed temporary seeding mixture shall be in accordance with the New fork State Standards and Spenftrsuons for Urban Erosion Control dated\ugust 2005 psaii 5lSise Area 6,000 Sq.Ft. QED P 01 tj 39 Excess soil stockpile areas shall be confined to the front portion of the property to the extent practical after foundation back filling,site must be rough graded and excess sod removed from site NOTE.PLACE#8 BARS @ 12"O.C.VERTICAL AT JOINT WITH EXISTING WALLS ! Asphalt 40 The contractor shall schedule with the Municipal Engineer a rough grading inspection prior to any framing new dwelling above the first-floor braced decking Excess sorts of significance shall be EMBEDMENT DEPTH MINIMUM OF 12". 1 9 removed and disposed of upon completion of the rough grading VERIFY CONDITION OF FOUNDATION AND REPORT DISCREPANCIES I D Tax lot 2- 41 The structures for the slam water management system shall be installed at the earliest date possible when the structures roof is complete and/or patio installed the contractor shall consult with the TO THE RECORD ENGINEER. U Village and schedule this work upon completion and inspection of the rough grading wwaues Y� eyr:r` 2 42 The contractor shall install new or restore and/or replace all curbing as required by the Village under\allage Code 256-8 t ��� Deck m 16.0' ,a 43 Silt Fence to be installed along existing and proposed contours on the downhill side of the property WALL CALCULATIONS .9 0.. Garage under INSTALLATION&\L%INTENANCEOF EROSION CONTROL Gabriel Senor PC Claa"'iE Senor PC CONSTRUCTIONSCHEI)ULE 99 North Central 9� Control Avenue NO DATE DESC BY sdale NY sdale NY EVISIONS notify appropriate municipal agency having junsdicuon at least t days prior to Stan 3 R �.o' v EROSION CO\TROLMEASURF-S Gravity Retaining Wall PrepelFaoaxarinpesee6 Gravity Retaining Wall PrgaeiFdoexanepiosax6 � No.20 �r, L RETAINING WALL DESIGN PLAN I- Install all erosion control measures prior to start of constniction (4n50i t8.020231113 Icl i uce cT�ivbao+slw guar for z�r1 i �)Ertl FF�L 2•Call for inspection from the appropriate Municipal Agency having Jurisdiction at least 2 Days prior to finish DESCRIPTION:Sample Gravity Retaining Wall Cale DESCRIPTION:Sample Gravity Retaining Wail Cafe ! 1 STORY FRAME C a Q _ PREPARED FOR JANE BOTTICELLI Criteria Soil Data Footing Strengths&Dimensions Footing Design Results �8 M `+ INSPECTION BY MUNICIPALITY Raunried Hight 8011 Allow Sal Bearing =4.0000 psi toe Width 0 5o A Ig 8221 0) y � ,Maintenance(to be performed during all phase of construction) Was 1leigfil abo-io sir = It Egwv.vwl Fluid Pressure Method Total Ned Footing Wiwi = 44 Fetto w Pressure J,369 43 0 0 pat �a m 1 I_ After any rain causing runoff.Contractor to inspect silt fences,etc and remos a an)excessive sediment and inspect stockpiles and correct and problems with establishment Slope Behind Wal Heil Active Pressure 45.0 psi h F Tivduaess 20 in We Upward = 217 37 584 86 A•a L C 2-Inspections shall be documented in writing and submitted to the appropriate Municipal\gene)'having jurisdtolon Height of Sod over Too 24 0 m = Key Mir D sign ro - 2t7 187 3.-3.27 A•4 Q Sod Density, t 10 Passive Pressure 250 0 psi A �Depth Design t87 3.071 A C TAX SECTION 135.67 Stock Piling of Excavation Material Footer tmgpSodl ovef heel Fricbor 94 h Key Depth " Actual-away Shear = eoyord Too 6158 psi 13.$' N Kay Dis>.xncr.(rpn Toe a A11�,1•Way Shear 82 158 82 t5B psi � I- Strop Topsoil and Stockpile Sod height to ignore = Footing Concrete = 6t>50 Pet Too RRFIV e nf*secion for onr=b 6 @ t 2 00 falls beyondtine ens d tr+e toe 10.5 BLOCK 2 2-Stock-pate Ex ti ation Subgrade to Msrvo pressure 12 m _ un9 = I kill As L' - 0 0018 l =e 6 h�12 00 in t•,T 3.Seed pinks with I lb total annual r)c remove from site within two days Cover iN Top= ?in @ Btm= 3 in K__ad!Reinforcing Nona Spec d i 3r.e` n1 21.0' 4 7 ./ V III v w TAX LOT 23 Other Acceptable Sizes 6 Spacings Tee 04@ 5 55 in e5®8 61 in.46Q 12 22 in 47@ 16 fib in 118@ 2104 in 2 4 8 ,`r i Side Slone C'')t" INSPECPIONBYMUNICIPALIT) Thumbnail Head 44@384in a5@5Nin 46@846in u7@1154in a8a15.20in 09@19 Online stoop _ 20 VALLEY TERRACE FINAL GRADING Surcharge Loads Lateral Load Applied to Stem J Adjacent Footing Load 11 Kay No��definod O O LOCATED IN THE Summary of Overturning&Resisting Forces&Moments RYE BROOK I• Remove unnecdeal subgradc from side Swtharge Over Hoot psi Lateral Load 4 ft Adjacent Footing Load Ras _ »Used To Resist Sliding 8 Overturning H"M to Tor h Footing Width ft OVERTURNING RESISTING 3 O 2-Call for inspection from the appropriate\iunin I.\en havin jurisdiction al least 2 days or finish Over Tco = Psi Height to Botiorr q Eccentricity an Force Ohtit car Manont Force Distance Moment CL L _ Pi'a Agency g 1 Y prior 9 mom ors A ft a tits A tt•4 Used Ice Staf rig&Overturmn9 FWalloot n Ft9Ty o Ois1 h W Pouting Typo Line l,o,'id Hoot Acirvo Pressure Sal Over Heel t.618 27 3 502 5 659 63 O C n INSPECTION BY MUNICIPALITY Base Abovafgo,aw Seri Surcnargo Over Too o o 0 0 0 0 Sbpod Soa Over Hato = 00 00 00 O C C � W LANDSCAPING Wired on E"posed Stem ix at&•ink of Wall A Adjacent Footing Wad = 00 0 0 00 Surcharge Over HeW 00 00 00 �� M Adoea L coral Load o 0 0 0 0 o Adpeent Fooarng Laced 0 0 0 0 0 o C ai O CJnauthonied alteration or additions to the,tin e1 inrlp IS a\iolaUun of Section Passorys Ratio 0 3 Load @ Stem Above Sod 00 0 0 00 Ar4al Dead Load on Stem= 00 00 00 � tL °� rs'1 YarC Vard C 0 7209 sub-section 2 of the Nc%%York State I•ducation I d\\ I- Spread topsoil duct nrcm to he seeded Hand rake level Design Summary Rubble masonry,mortar bonded Stem Analysis Data lYmaaloe0 Seismic Load 00 00 00 Sal Over Too _ 1 i2.292 0 2552 25.662 �' I � '� i Broadcast I'-�Ib hag of Jonathan Green Fastgrow-m tax or equal over areas to be seeded = Seismic Stem Sell Wt 0 0 Surcha ge Owe Too 00 00 00 O `7 J_. Total Bearing Load 5842.81 Ibs Wall Material Weight 145 0 piM Stem WcgO _ •— v t.788 33 1 339 2.395 19 O resuuantecc = 9694 m Fc Max Allow Compression ltoopsi Total 2.102 50 O.T.M. 6774 7•L - O C COPYRIGHT GABRIEL E SENOR,P C 2fYL2 Eccentricity oui9Mb mddlo thin Fc Max AIIOn Tension J6t10 psi = Ea"above Slop rig Ste'= 440 0 2 250 9900 M POST CONSTRUCTION%tAl\TF NAN('F Sal Pressure§Too - 2 778 M psi OK From Baaar Distance 10 inRosiseng/Overtuming Ratio = 1.70 FOO1iA9 Wit _ 1105.0 2 2t0 2.44205 w V wall Sur Pressure @ Heel 00 ps,OK Key Weight = GER thickness�i0 Top or Stem 12 Oita 0.0 0 250 0 0 to I• Landow ncr to t isually inspect all stormwater structures for silt and debris during May and\ovember of each Near \n)silt and debris to be rcmoved by jct vncuum of wat am 12-of lowest pipe Allowable - 4 000 0 psi Back Banes Distance 12 gin VMi�af Loads used for Sod Pressure= 5.842 81 dos = 0.0 0 0 0 0 � � N/Side Sod Pressure Less Than Allowable Ven Component mven i m in'_4,ump rcqutied ACI Factored tfg Toe 3 369 43 psi (M Hoight tl, �Height M2 Height tJ Voneal component ill active pfeisuro used for sari pressure Total• 5.061 89 Ibs R.M.- 11 515 5 0..1'N 2-De-compaction of soils following construction is recommended fhts will nut only aid m the re-establishment of t egemuon fallowing construction but will help to enure that lawn area ts pen sous in t Footing ing Shod Q Heel 0 0 psi M K SM Ce future ACI Show toe 6 00 psi OK Till Curb Curb CONSULTING CmNiVQJQR LAND 3LJ YO!! vicj � Height above Fooling Gott u S O A 0 0 11 I 3•future of the ownership of an)vice designated to be removed near the Property Inc prior to the ucc removal Footing Show Q Heei 6 835 psi OK Wall Thick Q Haight 15 250 in 16 875 in 25 o In Horizontal DeMelion at Toe of Wall due to settlement of soil I,'J 1,0(\I 90 p10R7l/Oli?IT4)4 2-00AVL.NAR71lAX 4 (--3 YCRiC.10dJ0 Allowable 82 158 psi Section ktodicus 465 125 m"3 569 53 m"3 1250 0 m13 (Deflection due to wall bending not considered) i EC Ce •(1i14){?2-0070 FAX 422�J00! Sliding Stability Ratio 1 703 OK Moment @ Heigni = 96 40 fl•a 324 90 It•4 6150 40 h•4 DR 11\\(:F\\D PIPING Sliding Celp(Vertical Cemponunt NOT Usedl = Sod Spring ReacuOn Modulus Pd50 Lateral Sliding Force bs Vertical Land @ Height $29 271 tba 523 36 flit 1788 33 Ws F l action F ess 100%Mamie Fore(F I S55 56 Ibs Actual Unit Tension = 0 6878 Ps+ 4 261 psi 53 083 ps, Horizontal DO @ Top o Wall(approximate ordyl 0 t897 S 11 1 t O O(r O.O O I nless noted,all damage piping on this plan is to be 6'Rigid SUR 3�or better less 100Y,race 2.024 76 t =• ns Actual Unit Compression = 4 286 psi 9 430 psi 65 005 nisi Added Face Recad 00 lbs OK SCALE�1"= for 1 5 Stability 0 0 ibs OK Shear @ Suction 144 40(bs 324 60 tbs 2,305 60!bs "r rhis.form wader design plan is not designed to accept footing drams Refer to Architectural plans for footing dram design Do not connect footing drains or sump pumps to this surface water Load Faeeors Actual Unit Shear 00 psi 0 0 Ps+ 00 psi Constructior SCALE 1 1 0' _ DATE::NOV 29,2023 drainage system Additional cultea can he added aforatel)to accept sump pumps Bad"Code Entrance Dead Load 1200 ---y DRAWN BY: CHECKED BY: Live Load 1 600 Street Curb If the drainage system a.to be built in a filled Brea the fill should he well drained material with a settling period of one to three months pnor to the system installation Wd or itional percolations e Eann.H 1 600Icur b SGA ES. required alter the settling Period add the,,.toad deign will he rct ixd.:ts necess to Wind.W 1 000 urnCurb Seismic E 1 ow 10 6'E 10.0'F 10 4'E �r I \II roof areas to he connected to onsite drainage s)stem via roof gutters and leaders ri•rigid SDR 31 pipes at_•.mad slope or is shown Proposed plain VALLEY TERRACE - SW-1 f new smcr laterals are required for all new construction Laterals must be extra heav%l cast iron or ductile iron pipe SITE PLAN INFORMATION BASED ON SURVEY PERFORMED BY uF�\erFwxc Fot'ND,e•iTox FxcEN\no\ ALLI SURVEYING P.C.DATED OCTOBER 27,2023 water is enco a•r to a Diiiiiiiiiiiiiiiiiiiiill JOB NUMBER:R03675-C-D-17 GENERAL NOTES FRONT VIEW SOIL STOCKPILING(SS) CONSTRUCTION ENTRANCE DETAIL I-�GENn I.Gabriel E.Senor,P.C.is not responsible for consvuctom supervision unless rerouted under separate contract. SiABII1ZEEMIRE PILE WitHVE#fAPONORCOJFA 2.Gabriel E.Senor,P.0 most be notified prior to backfilling any stone water system.for inspection it The Engineering Dept will require a final letter or certification from the design engineer for the g � t g 2 18IAPE OA IE55 stone water approval,site work and drainage installation. N 3.Anchanges made to these Ions shall be approved Gabriel E,Senor,P.C.Anchange,must be filed aerie approved theappropriate De nt as amendments. t g .• t (• • Ext5S1NG ROPO 35' FUTILITY POLE Y P ppr Y y pP YPam 3.10 /�1 4.Gabriel E.Senor,P.C.is not responsible for damages if changes are made and not approved as in item I above. 5.4 ft 4.0 ft •1.1 O ft SIGN POST 5.All conditions,locations,dimensions,and elevations shall be verified by the Contractor or owner and must report all discrepancies[o the Design Engineer prior to the Stan oFwnsWction. e Ct I o n to e V • ••� HYDR ANT i as a'e t�dvbY o of Authority WATER VALVE 6.All work and materials shall wmply with all applicable codes including,but not limited to the following:NYS Building Code,Local Zoning Code,ACI and AISC. Imo_ Repaired / 8"MIN.THICKNESS C.lV 7,The Contractor is responsible for all construction means and methods to implement the designs shown. / MIN SLOPE Sm4W841E."'LTFT3lCE MIN.SI.OPE CRUSHED STONE 5' X GAS VALVE SIZE DESIGNATION 3 8.Safety during conswction is the responsibility of the Contractor and shall conform to all Local,State and Federal Agencies'requirements. A r0X I INSTALLATION NOTES FILTER FABRIC UNDERNEATH LIGHT POLE CRUSHED STONE 1.AM CHOSEN FOR STOGff IUN G OPFAATgNs SHllL BE PM PNp BTPBIE 9.The Contractor shall apply for and receive all necessary permits to perform the work shown on these plans prior to the start ofconstructium 2.MMMUM SLOPE OF STOGwHE SHALL BE I2. GUY WIRES NDED 10.If imported fill material is required,it shall be certified in writing by a New York State licensed Professional Engineer as non-contaminated,clean fill suitable for the intended use.Percolation tests 3.UPoN EM ERSILTLETION OFSONS RSITA NG,FACT EN STAU E WMIVSURRO VEGETATION shall be erfocred b the De En inter to demonstrate that the Stermwater to amen[mctice will draw down the entire water ali Pe ORRI ERMER SET FENCNN'OR 87PAW&41E5.1HFN STABNI?fDW(Ri hEGGETATN)N p y gn g g p qu ryvolumewithin48hours.'Cheresullsofthe Pence Wall Facing East ORwvalm TO TELE.MANHOLE fast W shall be submitted to the Village Engineer for review and approval. 4.SEE SPECIFICATIONS(RUS KM IAU FOR WSTAILATION OF SILTFE24CE 1I.Orange Construction Fence to be instal led along the Ian its of the proposed disturbance limits line. O SEWER MANHOLE 12 Final grading shall be sloped away from the building and foundations. ®WATER MANHOLE DUST MITIGATION SCALE 1 II=5' (E)ELECTRIC MANHOLE 18 Allearthmovingorcxcavationactivitiesshallbediscontinuedduringperiedsofwalgreaterthan25miles-par-hour(mph)to prevent excessive mounts of fugitive dust generation OD DRAIN MANHOLE 19 Contractor is required to cover ail stockpiles with taiporplastic. SILT FENCE(SF)/STORM WATER CATCHMENT RUBBLE STONE MASONRY RETAINING WALL SITE PLAN ©MANHOLE 20 Apply wood chips to disturbed areas N ELECTRIC BOX 21 All construction areas shall be sufti-ittly dampened to control dust caused by construction and hauling,and always provide reasonable dust control ormus subject to windblown erosion. CAPSTONE-FULL WIDTH ----1D2--- 22 All loads shall be secured by covering or use ofat least 2 feet offreeboardto void cary-over. EXISTING OR PROPOSED EXISTING GRADE GRADE _ _ ___ (102) 23 All materiels transported off-site shall be either sufficiently watered or securely covered _12" ___- 7 PERMITS II� ^II PROPOSED GRADE ZT�24 The Contractor and all Sub-Contractors most submit a"Contractor Certification Statement"as per section 294-8 of the NYSDEC"Stomiwater Pollution Prevention Plan"manual prior to the scan - I-=III=IT I- Z 14T REE ofconstruction. III-�11-11 I1LIII,rtJ1L F 554 FM56 SIZE 25 Connection permits are required from the Department of Public Works for Sower,Water,and Stems Water System overflows. MORTARED STONE ❑ III-I--III-III-III_ n 1 �/'�/ �/'�j(�'qJ TREE TO BE REMOVED 1,r =I_I�_�=III= IN 1 1 G54'V a 11 JE 5 V.L 0' 26 Curb cut permit is required from the Department of Public Works Curb cut maximum width is 18 feet x ❑ III SF DL SF- 27 A street opening permit must be obtained from the municipality for all work m the Right of Way and a municipal inspection preformed prior to back filling and final approvals POSTS C - Yard Wall 1 Story Frame Garage SILT FENCE E 1= Silt Fence Wlsl � g� Wall /AREA OF DISTURBANCE SUPPORT NET = CRUSHED STONE OR SCREENS 0 9�W SECTION B Fence Wall ail NISIde 28 The contractor shalt secure a Street Opening Permit with the Municipality for all work W take place on the right of way including construction of a new driveway apron,and installation of new - GRAVEL THE ENTIRE LENGTH O at Property ? $r CHAIN LINK FENCE service laterals. POST C9 III= o-a�W lSlde SItle ? 0:2`N FILTER FABRIC 0 :- WALL Line anlin � 0.'W S-R.�'� O.i`W (AS REQ'D BY MUNICIPALITY) TOP VIEW �c._ 29 linecessary,the Contractor shall Secure a Tree Removal Permit with the Municipality SECTION SILT FABRIC - --- ^^ 'p rypriortothecommencementofconswctionactivities. FLOW EXISTING OR PROPOSED - - � totem a ..� AS-BUILT/FINAL SURVEY 30 Contractor is required to provided Dig safe NY ticket prior to issuance offshoots, BACKFILL COUPLER 6 i GRADE 4n PVC tD`00 _ Gate REQUIRED PRIOR TO CURBS AND ROADS D�� -I-I- = I = 4��PERFORATED TO CONNECT �IOLES VSid Prop Masonry ( FINAL INSPECTION Isla Soil Wall Repair -� © 0 3'N Stockpile p 0 Yard _ RUBBLE STONE 1(3 OY.MIM I-III-III III-III-III = 0.5'E 31 Curb cut permit is required- from the Department of Public Works.Curb cutmaximum width is I8 fact WNDEVEP STORMWATER SECTION B III-III- = III. = 0 A,t o Y a r d P P SETTLING BASIN DURING CONSTRUCTION T� JJJ #5 BARS @ 24"O.C. �y 1 .FM 1'8 REMOVE SILTS AFTER EVERY RAINFALL SECTIONA -_I- 32 All vouches is Village Right of Way most be backfired with controlled density fill(k-crate). TO MAINTAIN STORM WATER STORAGE N III�"-`C-"C !III= r-- Wall , NATME SOIL L-F =J-FJ - -III-III S Side ro Qr r 33 Replace or re lay curb as directed by Municipal Engineer. _-SF -(-III _ - N Wall AS-BUILTIFINAL SURVE TOE-IN METHOD JOINING SECTIONS OF FENCING m I I S:or1B ltv[a;niclr wal! a Stone Retail(fro Wall N/Side P REQUIRED PRIOR TO 34 Replace all sidewalks damaged due toconswctionactivities. ¢ISSING '' f b ItN JAN 25 2024 FINAL INSPECTION _ UNDISTURBED MATERIAL Cone LDA11 E INSTALLATION NOTES CV �-- III- a1 �--tr--rr--(r�r LEDGE DICK I=I CA J 35 A non-comrersom agreement for the basement must be signed and Pled prior to the issuance oft C.of0.As required for properties in a.100 yr.flood acne 1.EXCAVATE A 41NCH`41NCH TRENCH ALONG THE LOWER PERIMETER OF THE SITE. j OTC Z Q Wall all Walt EROSION CONTROL, 2.UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK �._- _ III- ! ..v'Dr `- Wall Yard N.6'S �r _ _ S�SICEE BUILDING D�^ART�:'�r." (DOWNSTREAM)WALL OF THE TRENCH(NET SIDE AWAY FROM DIRECTION OF FLOW). III III _ -_ 0 fiN Concrete �,5 Online 3,DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES -III-III I I _ -III- Fence atop 36'The contractor shad schedule with the Municipality rough actin hoe FROM THE TRENCH BOTTOM. -III_III-III - 1 pa y a r g grading inspection priorlo any framing of a building above the first-floor braced decking.Excess soils ofsignificance shall be removed 4,LAY THE TOE-IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, t and disposed ofupon completion oftherough grading. BACKFILL THE TRENCH AND TAMP THE SOIL 25' -22 -{ t;.34C1C Ret Wall PERM -►"� 0�.-�` STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. f�I__ Fence- 5.JOIN SECTIONS AS SHOWN ABOVE. ''S Cum THIS SET OF APPRO�D�-f3� �7 37 The structures for the stone water management system shall be installed at the earliest date possible when the stmeture's roofis complete.The Contractor shall woultwith the Municipality and i"'n` (Side N 2 6 2024 schedule this work upon completion and inspection ofthe rough grading activities. '�: paw A j 1y t 1 n T D �{ PP F, 4'-5" TAX lot 23 s, Planter PLAi�S iO+ I UU o.7 38 All proposed temporary seeding mixture shall be in accordance with the New York State Standards and Specifications for Urban Erosion Control,dated August 2005, WaII / 5/side Area 6,000 Sq.Ft. ON THE JOB SIT I UILT)1N INSPECTOR, g R a of e Brook,NY 39 Excess soil stockpile areas shall be confined to the front portion ofthe property to the extent practical.after foundation backfrlling,site most be rough graded and excess soil removed from site. Af'C 9 y NOTE:PLACE#6 BARS @ 12"O.C.VERTICAL AT JOINT WITH EXISTING WALLS 1 Asphalt 40 The contractor shall schedule with the Municipal Engineer a rough grading inspection prior to any framing new dwelling above the first-floor braced decking.Excess soils o£signifeanee shall be EMBEDMENT DEPTH MINIMUM OF I2". 9 removed and disposed ofupon completion ofthe rough grading, VERIFY CONDITION OF FOUNDATION AND REPORT DISCREPANCIES D Tax lot 2, 41 Thestractures forthestarm water management system shall be installed at the earliest date possible when the structure's hoofiscompleteand/orponoincrilled.The cannoterve,shall consualtwidithe TO THE RECORD ENGINEER. U Village and schedule this work upon completionand inspection ofthe rough grading activities. 19 42 Thecontreetcrshallinstallneworrestoresnd/orreplaceallcurbingasrequiredbytheVillageunderVillageCode256-8. �iVV+ ._FM 16 1 V 0 .o 43.SiltFencetobeinstalledalongexictingandproposedcontoursonthedownhillsideaftheproperty, WALL CALCULATIONS 19,01 Garage INSTALLATION&MAINTENANCE OF EROSION CONTROL. Gabriel E.Senor PC Gabriel E.Senor PC Under 1 1/5/24 LEDGE ROCK FOUNDATION ES CONSTRUCTION SCHEDULE 90 North Central Avenue 90 North Central Avenue - NO DATE DESC BY Hartsdale NY Hartsdale NY >� Notify appropriate municipal agency havingjurisdiction at least 5 days prior in start. ^1 j REVISIONS EROSION CONTROL,MEASURES Po tFle'examrl leis Proiect Fl amples.ec6 ,t'�t- NQ.GO > Gravity Retaining Wall lea Gravity Retaining Wall I > 1-fhatall all erosion control measures prior tosrarofe-struction. LILOM-0-5199B-2e.P3i,13 - _.... _-... ic)ENERCALCINCI9a3-2023 -OCI-Aise'Sno 1.11111J _: - _.. -(cjENEHCALC INC has 2623 {f; 1 m p; '1 RETAINING WALL DESIGN PLAN 2-Call for inspection from the appropriate Municipal Agency having jurisdiction at least 2 Days prior to finish. DESCRIPTION:Sample Gravity Retaining Wall Cali DESCRIPTION.Sample Gravity Retaining Wall Calc 111 1�ST DRY FRAME �-. ,� 0 __ --_ -_ - m PREPARED FOR JANE BOTTICELLI - - CnteHe Soil Data t Footing Strengths&Dimensions Fooling Design Results 18 r6 :Z INSPECTION 8Y MUNICIPALITY Her nod Height 8.Oft Alb-Sail Beard 4,00DO psi Toe Width - 0 ao n C) Maintenance(10 be performed during all phase ofconstmction) %sdhei hlabave evil- h E Heel Width -____392 = � Hell ranne > +� 9 Heal Active Fluid Pressure McNotl Total Footing Widtt = 4.420 Factored Pressure 404A43 0.0 psi I-After any rain causing runoff,Contractor to inspect silt fences,etc.and remove any excessive sediment' and inspect smckpiles and correct and problems with establishment s opt Bernd Wal Heel Act ve Pressure 45.0 psf/fl Mu Upward = 404.491 57D.86 n-# f6 2-Inspections shall be documented in writing and submitted to the appropriate Municipal Agency having jurisdiction He ght of Sol over Toe- 24,0 in Footing TMekness = 20 in Mu Downward - 217:375 3,584.27 Rai fled Dens ry 110 Pcf P Free sure 250.0 pstot K y Width in Mu Design 187 -3,013 R-# a TAX SECTION 135.67 Waterheight over heel it KyDph Actual l Way Shear 'Beyond Toe 6835 psf VI Stock Piling of EXCavabou Material Key Distance from Toe - a Allows-Way Shear 82158 III I q F 6 95 Fdciim 0.4 Y Ps 13.0 I Strip Topsoil and Stockpile. f 30000ps fy- 60000 psi CL der nforone-way shear falls beyond lheendof the toe, 10 V R Soil site press Foo£ng Concrete Densly- 150pcfTo. #6@12.00 n ��-1*"3 BLOCK 2 2-Stockpile Excavation Subgrade. for passive pressure 12 in Min As% 0.0018 H Rain Reinforcing 9 #6 @ 12 m-n 3 Seed piles with I lb,total annual rye remove from site within two days. Cover @Tap 2'n @ Blm 3 in K y R-i'ng None Specs P Ian Ter m a'F f'/ TAX LOT 23 i Oth Acceptable Sizes&Spacings Wall --- yy,, v 1 f 1 INSPECTION BY MUNICIPALITY Toe:#4@ 5.551#5@ ti in,96@ 1222 n,47@ 16 66 in,#8@ 21.94 n 49@ 2 4,f N(�idL� ;Stone y,JCt1 VJ Thumbnall Heel:#4@ 3.NA i#5@ 5 96 n.06@ BAR m,#7@ 11.54 n,#B@ 15.20 n#9@ 19 'Online Stoop } C COP F: FINALGRADING Key:Nokavdar ed O LOCATED VALLEY TERRACE FILE Surcharge loads _--� Lateral Load Applied to Stem I Adjacent Footing Load I - --- ----- - ---- --- --, }'�^'� LOCATED I N THE m Facie Load- the Summary of Overturning&Resisting Forces&Moments „ V1`.J I-Remove unneeded subgrade from side. sur.Use 0 H psf Lateral Load = #iN Atli 9 - - »charge Peale,BI_tl- Overturning .Height to Top = n Feeling mety = # .._.OVERTURNING..... ....RESISTING C /�'�i RYE BROOK 2-Call for inspection from the appropriate Municipal Agency havingjurisdiction at exit 2 days prior finish. Surcharge Over Toe psi ..Height 10 Bovorr = n Wall to = In Force Distance Moment Force Distance Moment - C L `f Used for Siring&Ovenundn9 WBIIlO ftg CLOlsI = n I' _.-. ..Ibs- ft„_.. ft�,_.... .Ibs @ fi-# `�+�' LT1 a - TOWN OF RYE Footing Type Line Load Heal Aen Foreseer. = Soil Over Heel = 1,61627 3.502 5,659.63 ++m C N INSPECTION BY MUNICIPALITY Base AboveiBelow Soil_ n Surcharge overioe = 00 0.0 0,0 Sloped Sol Over Heel 00 00 00 Q LANDSCAPING Wind on Exposed Bi- psi t Back of Wall Adjacent Footing two= 0.0 00 0.0 Surcharge Over Had 0.0 0.0 0.0 r1'1 O IJRBUtII0I1Z0(I alteration UT&dl1lt10R5 t0 file SUTVBy map 15 a V10IatIOR Of SECtIDR P n s Ratio - 0.3 Added Lateral Load = 0.0 0.0 0.0 Adlacern Foptng Load- 0.0 0.0 0-0 r� Qj; - Cz 1-Spread topsoil over areas to be seeded.Handrake level. - - -- -- - z - Lead @ Stem Above Sod= 0.0 on (ea Aeal Dead Load on Stem= 0.0 00 0.0 M Yard Y Yard - 0 Design Summary ` Rubble masonry,mortar bonded Stem Analysis Data to",a1"fe-err-4,11 Sherme Load = 0.0 To 0.0 Sol Over Toe � '� �.r� 7209 sub-section z ofthe T]eW York State Education Law 112.292 0.2552 28,662 f�W W 2-Broadcast 1 2516.bag of Jonathan Green"PastgrovJ'mix or equal over areas to be seeded. Se sin c Stem Sell Wf = d.9 Surcharge Over Toe _ 0.0 0.0 0.0 {r.,.,f_ �' Total Beai g Load 5,842.81 Ibe Wall Matenat Weight = 145 0 pcf -_ .---__-__ Fc Max Aftew.Compression 110.0 psi Total =2,102,50 O.T.M. 6774,72 Stem Weight 1,7B8.33 1.339 2.395.19 G POST CONSTRUCTION MAINTENANCE oil Pr;Ec ly outside mddlehire in Re-Max Allow.Tenon - 360.0 psi earth above sloping stern= 440.0 2250 ss0.0 M 5-1 COPYRIGHT GABRIEL E.SENOR,P.C.2022 So Press @ T -2,778,04 psi OK Front Batter Distance 1 0 in Resistingroverfum ng Rado - 1.70 Fooling Weighs _ 1,105.0 2.21. 2,4420, 0V �J Wall v ,oil o Press re @Heal 0,0 psi OK Thickness @ Top of Stem 12.0 in Key Weight no 0.250 pA �.r,, N I-Landowner to 1'su¢II inspect all stormwater structures for silt and debris during May and November ofeach ear.An silt and debris to be removed b e[vacuum i(within 12"of lowrest Aflowa6b - 4,000.o psf _ Vertical Loads used for Sod Pressure 5842.81 Ibs Ken Component '` C Nf Side nP� g Y Y PP Soil Pressure Less Than Albwabfe Back Batter Distance 20in ponce =_ 0.0 0.0 0.0 rt`fN GABRIEL E. SENOR P,C. invert(min 24"sump required) ACI Factored @ Toe 3,369.43 psi @ Height#1 @ Height @ Height#3 Vixteal component f elwo pressure used for soil pressure Total= 5,051,89 Ibs R.M. 11.515.5 �*" 0 2-De com.action of sails following construction is recommended.This will not only din the re-establishment of vegetation following construction but will her to ensure that fawn area is ions in ACI Factored @ Heel - 0.0 psf Curb CUFI]p g Yai S gc P Per" Tilt CONSULTING ENGINEER LAND SURVEYORS Footing Shear @ Toe - 6.357 psi OK Haight above Footing = 6.0 fl 5.0# 0.0 ft future 90 NORTH CENTRAL 2-00 HART FAX 4 NEW PORK,10530 3-Verification Ofthe ownershi of an tree desi erect[o be removed near the l�ne or Lo the tree removal. Footing Shear@ Heel- 6.835 psi OK Wall Trtck.@ Height = 15250 in 16.875 in 25.0 in Horizontal Deflection at Too of Wall due to settlement of soil t.7' 1.D N p y gn property t phi Allowable = 82.158 psi Section Modulus =465.125 in^3 569,53 ini 1,250.0 in"3 LledyC •(974)422-0070 FAX 422-3009 Sliding Stability Ratio = 1.703 OK (Deflector due to wall bending not considered) Sliding C.I.(Vertical Component NOT Used) Moment @ Height = 96.40 fta 32490 ftP 6,150,40 ft-# DRAINAGE AND PIPING Vertical Load @ Negri =329271 to, 52336 Ibs 1,786.331bs Soil Spring Reaction Modulus P250 Lateral 0%g F Ibs less 100%P-F .1.555.S61bs ACWZI.0[T = 0,6878 psi 4.261 psi 53.083 psi Horizontal D 11 @Tap of Wall(apprormale only) 0.1397 f f�rrf y,.»��I I I Unless noted,all drainage piping on this plan is to be 6"Rigid SDR 35 or better. less 10G%F'li F roe-2,024,76Its Actual Unit Compression= 4.286 psi 9.430 psi 65.005 Pal Th aboe'e calc�Llgn1S�e�I't 'I>-r h 4 �1 5 8I 7 1d � 71 d 01 Added ForceR qd = 0.0 to.ON 11V✓✓4+ §§ff V V V _ -t e ....for 1.5 StabiOly, = 0.0 Ibe OK Shear @ Sec ion = 144AD Its 324.60 lb, 2.305.601bs 4eiP�r�a,h€dallykAVld�hen tend ro robie Tlo the rota nel�sgiL 0 SCALE:1° 1.This storm water design plan is not designed to accept footing drains.Refer to Architectural plans for footing drain design.Do not connote footing drains or sump pumps to this Surface wale- L d Factors-_ .. __.....__.- Actual Unit Shear = 0.0 pal co psi 0.0 psi Construction Ruining n Code SCALE 1 li=10r DATE:NOV 29,2023 drainage system Additional cultecs can be added separately to accept sump pumps 9 Entrance Dead Load 1.200 - --�{� j' DRAWN BY:CHECKED BY: Live Lead 1,600 Street Curb f /•C,�l YQ 2.If the drainage system is to be built in a filled area,the fill should be well Limited material with a settling period of one to three months prior to the system installation.Additional percolations are Earn.n H 1.600 /C 4 9� SGA ES. Wind t.UtC3 Curl curb oA EN required attar[he settling period and the system design well be revised,as necessary. s sin cV E 1000 1D.OrE S G9 10.6'E IOAT d 3.All roof areas to be connected to onsite drainage system via roofgunem and leaders 6"rigid SDR 35 pipes at 255 min.slope or as shown Proposed plan. VALLEY TERRACE [� .t 4.Ifnew sewer laterals are required for all new construction.Laterals must beextra heavy cast honor ductile iron pipe_ SW W �^4i ' SITE PLAN INFORMATION BASED ON SURVEY PERFORMED BY o•os���/ DIEWATERING FOUNDATION TxcoVATION ALLI SURVEYING P.C.DATED OCTOBER 27,2023 "> L Ifgroundwater is encountered pump ground water to a DinbagO or approved equal �nW6 Onwl nr1R0:Viode]5 ewe i/A3 No,sen,"M N'ioi S.R.W.. Stone Retaining Wall . . . Vinyl fence OHUL . . . . . . . . Overhead Utility Lines Wood fence Stake Set Fence At PL Corner 0.4'W' C11e 0 0 w 6 CN V%Wft Stake Set Online Tax lot 22 Yard Fence- 0.6'S Wall. S/Side 0.4'S FM 19 No. 18 11 Story Frame s- s_ Stockade fence • • . . • • • Metal post Property line . ' ' . . . ' ' ' • Building line mark set X ©••••••Hub set with tack nail •Cut set Original Scale: 1" =15'1: 0' 15' 3 0' 45 FM 55 FM 56 f N 11 054'00 "IE 5 0 � 0(0 )" 1 X-cut Set At PU Corner Yard 1 Story Frame Garage(on vv II) IWall CIO07 0 1� de West Face of Stone Retaidir g I Wall Along Line Gated (Wall CD S/SideCD o:YE� Baseline 10' off Property Line CFM18 Yard CFM 17 ` . •. d. 1 ..? r Stone ._ tai nina Wall Wall •/Side 1 Concrete 5.0' y- Stone Retaining Wall Walf Yard N/SidE_ 0.6'S ' Conc pad T x lot 23 Area 6,000 Sq. Ft. Asphalt IConc - wood Deck 16.0' 10.3' / Garage 19.0' _ under m W 10.5' Wall IN/Side 4.81 Online 0 CU � a M E ..tAQ) m Yard o v Wall O N/Side 91IJ 0.VN 2 i Curb 1.7' Nb. 20 I' STQRY FRAME 13.3' I Planter ni 21.0' tone Curb Stoop N Q0 Online S Yard CN X-cut Set Online F.on top of wall) Wall N/Side Conc 0.1'N Wall S/Side Online Fence atop Conc Ret Wall Curb S/Side Q Planter online Tax lot 24 U A I ON No FM 1 0 m W I00 tA 1�0 I � LHedae Y= - Curb LI 1.0'N S 1� 4'00 ��v 5(0). 0() 1 SwBUILT QQ!QjjMEbjT Street Curb Curb curb Curb 10.6'E 10.01E 10.4'E Valley Terrace ASPHALTIC PAVEMENT Designated as Part of Lot Nos. 17 & 18 in Block C—D On a certain map entitled "Revised Map of Tamarack Gardens" Filed in the office of the Register of the County of Westchester on August 5, 1930 as Map No. 3675 AW1997 February 7, 2024 Survey Update October 27, 2023 As -Built Survey Reproduction or copying of this document may be a violation of copyright law unless permission of the author and / or copyright holder is obtained. JOB No. DATE DESCRIPTION GENERAL NOTES: 1. This is to certify that there are no visible streams or natural NOTICE: © 2023 Alli Surveying P.C. All Rights Reserved water courses in this property unless shown on this survey. Unauthorized alteration or addition to a survey map bearing 2. Encroachments, vaults, and easements, if any below a licensed land surveyor's seal is a violation of section surface are not shown hereon. 7209, sub -division 2, of the New York State Education Law. 3. This survey is NOT a title survey and is not to be used for title purposes. This surveyor will not be responsible for its use as a title survey. Real Property I Real People I Real Solutions ALLI SURVEYING P.C. ie, Property Address: Tax Designation: 20 Valley Terrace District: - 77-16 164 Street, Suite 202 Village of Rye Brook Section: 135. b� Fresh Meadows, NY 11366 Town of Rye County of Westchester Block: 2 Tel: 212-732-1393 ^' www.allisurveying.com E-mail: info@allisurveying.com State of New York Lot: 23 Records of Frank E. Towle Inc. Harwood Surveying, & Aristotle Bournazos PC Drawn By: CB Checked By: AFA R��Is t�? •00/ 9861 PC HD MAR 14 2024 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 1��tit�tt►t�i�1, f- 1, Cr-, ` .0 q0oA •� RAMZAN ALLI, LS License No. 050457 A copy of this document without a proper application of the surveyor's inked or embossed seal should be assumed to be an unauthorized copy.