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HomeMy WebLinkAboutBP22-237 a s a 9 = M N N N c • N .,72 vi w A, > a -74 i Q H Lr) W 0 A 3 V ° w 0 Q n Q W 0can W cn Lin r- P� W a N 60- Ob �zo � � w O v u qq z 9 A V - n � �3 V ►-� Q O N H UZvvc �" a � R' z w 1 5 UQQun tz cq z ^ z w v gV00 � Q w 00 '� U Z X 'O N w = z V O en d v o CD ° cn V w .a v W z Q a cn `ra o o ° � c -0 - U C o a V a cn Jp`CW VI 0 O O () g � .N Zd. d V V v z w + O t!) IT7 + a v7 n „ n > �••� ti CL Z W W O a n Cl _ oe Oa W v a BUILDIN IEl�?lt VAJ ISE VIL .� ��E OF RYIE , RPLIC; MAR 938 KIN. r ET RYE BR _ ,�U : Z $ ��� 114)- _ 6 W". I'r of r L�it,r OOK G_OEPgR7-A4 kkkkkk+k++k+iiiiiiii#*ii+++*###«###*i##i«ikii#*i##*iiii«i#ii##ii+**i#+*i+*++i*Pkkikkkkkkkk+*kki*kkk*k«tkik« FOR OFFICE USE:ONLI' Approval Date: JUL 2 5 10 Pert 't# �� / Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: U BOT Approval Date: Case# A Chairman: PB Approval Date: Case# N�>�- Secretary: ZBA Approval Date: Case# Other: Application Fee: 75p Permit Fees: -5- EXTERIOR BUILDING PERMIT APPLICATION Application dated: January 31, 2022 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. I. JobAddress: 6 Eagles Bluff, Rye Brook, NY 10573 2. Parcel ID#: 135.27- 1 -51 Zone: R-15 3. Proposed Improvement(Describe in detail): New finished basement extension under new stone pati. Rear yard grading and new 5Ft. Max, height modular block retaining wall with drainage improvements to manage offsite runoff in rear yard. 4. Property Owner: Mr. David Brauntuch Address: 6 Eagles Bluff, Rye Brook, NY 10573 Phone# Cell# (201)741-7366 e-mail dabraunt@gmail.com List All Other Properties Owned in Rye Brook: Applicant: Mr. David Brauntuch Address: 6 Eagles Bluff, Rye Brook, NY 10573 Phone# Cell# (201) 741-7366 e-mail dabraunt@gmaii.com Architect: Mr, John Scarlotto, R.A. Address: ARQ Architecture, P.C. 100 Executive Blvd., Ste 204, Ossining, N.Y. 10562 Phone# (914)944-3377 Cell# e-mail jb@argpc.com Engineer: Mr. Paul Berte, P.E. Address: ARQ Architecture, P.C. 100 Executive Blvd., Ste 204, Ossining, N.Y. 10562 Phone# (914)944-3377 Cell# (914)263-7565 e-mail Paul@argpc.com General Contractor, kya Address: 17 6- �f iP AN S 3 Phone# !9/y— 7o)G— 77!Q Cell# e-mail (1? 9/l2/2021 5. Occupancy; (l-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1-Family Post-construction: 1-Family 6. Area of lot: Square feet: 15,000 Acres: .344 7. Dimensions from proposed building or structure to lot lines: front yard: No Change rear yard: No Change right side yard. No Change left side yard: No Change other: No Change 8. If building is located on a corner lot,which street does it front on: N/A 9. Area of proposed building in square feet: Basement: N/A I"fl: 2"d fl. Yd fl: 10. Total Square Footage of the proposed new construction:_ 250 SgFt. Patio It. For additions,total square footage added:Basement: N/A 1 S'fl: 2"d fl: 3`d fl: 12. Total Square Footage of the proposed renovation to the existing structure: N/A 13. N.Y.State Construction Classification: No Change N.Y.State Use Classification: No Change 14. Number of stories: No Change Overall Height: No Change Median Height: No Change 15. Basement to be full,or partial: No Change finished or unfinished: No Change 16. What material is the exterior finish: 17. Roof style;peaked,hip,mansard,shed,etc: No Change Roofing material: No Change 18, What system of heating: Not Applicable 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: (fyes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or_m9re of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: V No: Area: 6,680 SgFt. Dist 22. Will the pr osed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes:V No: (if yes,applicant must submit a Site Plan Application, &provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: V No: (if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) ,/ 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: V (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes; No: (f yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan)_ / 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes; y No: (ifyes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: V Indicate: TIER I: TIER II: TIER III: (ifyes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: Not Applicable 29. What is the total estimated cost of construction: $45,000.00 Note.The estimated cost shall include all site improvements, labor,material,scaffolding,fixed equipment,professional fees, including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be requiredprior to issuance of the C/O. 30. Estimated date of completion: August 31,2022 (2) sn 2/2o21 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 6 Eagles Bluff Section: 135.27 Block: 1 Lot: 51 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS Local Law 3-88 YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 15,000 Sq. Ft. 15,000 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 1'90$ Sq. Ft. 1'908 Sq. Ft. b. Area of 1 et Floor Divided By Area of Lot x 100 12.7 % 12.7 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) NSA Sq. Ft. NSA Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % % 4. AREA OF DECK NIA Sq. Ft. NIA Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % % I att s o t e best of my knowledge and belief, the above infonnation is correct. N& r gnature (3) E3112/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 6 Eagles Bluff Section: 135.27 Block: 1 Lot: 51 Zone: R-15 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts, swimming pools, patios, sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX• PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(°/°) Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 R2-F 30 *"Base Lot Area"is the minimum end of the lot size range in the"Lot Area"column Area of lot: t Sr°Da sq.ft. Existing Allowed Proposed S"3oo Total impervious coverage = 3,200 S .ft. �' S . ft. 3'480 S .ft. Front impervious coverage = No Change % No ange % No Change % I a es to a best of my knowledge and belief,the above information is correct. Signatur Engi eers' (4) S 12_li, BUI.LDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 6 Eagles Bluff Section: 135.27 Block: 1 Lot: 51 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [(Lot Area --21,780) x 0.11478421 ]: a. Allowed = Z Sq. Feet b. Existing = Sq. Feet c. proposed = �1L' Sq. Feet HEIGHTISETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. She ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10% of the entire roof area,shall be permitted to extend. Height and Setback shall be calculated using the formula: Height I Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED REOMMED FRONT: FRONT: FRONT: .44 R-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R-25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R-20 SIDE: SIDE: SIDE: 1.60 12 FRONT: FRONT: No FRONT: .60 R-15 SIDE: • SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R--INA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R--12 SIDE. SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 I72F SIDE: SIDE: SIDE: 4.00 1 atte t e est of m7know edge and belief, the above information is correct. igna ure (5) Engin er5' 8/12/2021 DECENE BUILD - MENT K. VIL E OF RY` OOK FEB 17 2022 938 KING ET RYE BR ,NY 10573 4 VILLAGE OF RYE BROOK-0 -� BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE &216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 31, David Brauntuch , residing at, 6 Eagles Bluff, Rye Brook, N.Y. 10573 (Print name) (Address where you live) being duly sworn, deposes and states that(s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 6 Eagles Bluff, , Rye Brook,NY. (lob Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal crass-connections concerning either the storm sewer or sanitary sewer,and further that there are no roof drains, sump pumps, or other prohibited stomiwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Signs re of Property O\vner(s)) David Brauntuch (Print Nance of Property Owner(s)) sr Sworn to etore me this day of A . 2022 (Notary Puhl' - 'DREW ALEXANDER Notary PubhC Of New York I.D.01 AL641646 COMMISSION EXPIRES 03/01/2025 811 212 02 1 This form must be properly completed &notarized by the Design Professional of record and the Property Owner. Failure to provide this completed fo _y permit application will delay the permitting process. ® E C 2az2 Notice of Utilization of Truss Type, Pre-Engineered W tt'1LLAGE OF RYE BROOK or Timber Frame Construction. (Title 19 Part 1264& 1265 NY OUILDING DEPARTMENT To: The Building Inspector of the Village of Rye Brook. From: Mr. Paul Berte,ARQ Arcitecture, P.C. Subject Property: 6 Eagles Bluff, RyeBrook, N-Y. 10573 SBL: 135.27-1-51 Zcule: R15 Please take notice that the subject;M//One or Two Family; ❑ Commercial, ❑New Structure Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ©Truss Type Construction(TT) ❑ Pre-Engineered Wood Construction(PW) ci Timber Construction(TC) in the following location(s); ❑ Floor Framing, including Girders& Beams(F) ❑ Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to ore me this Sk Sworn to before me this day of ^u 12022 day of ,2o22 r Sipeatuire of Property Owner Signature of Design Professional David Brauntuch Paul Berte, P.E. Print Nam P,eLty O,,rner Print Name of Design Professional No a lic Notary Public DREW ALID ANDER Notary PutAic of New York I.D.01 AL641646 COMMISSION EXPIRES 03/01/2025 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as; Mr. David Brauntuch , being duly sworn,deposes and states that he/she is the applicant above named, (print name or individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention R Building Code,the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Swom to before me this 3 1 5-'�_ Swom to before me this day ofQ/1✓0.- , 2022 day of , 2022 Si ,turc of Property 0"ner Signature of Applicant David Brauntuch Paul Berta, P.E. Print Name of Property Owner Print Name of Applicant otary Pubr Notary Ptkblic DREW ALEXANDER Notary Public of New York I.D.OIAL641646 COMMISSION EXPIRES 03/01/2025 8!IM021 Vitla•ge of Rytx Brook. Architectur fit Re iev� Boarc COPYApproval Date: I: Chairman: � .M.Mw_I.Yw_WM..wwMM._WNh/---'•1••-.Y.W�YW.WM.11^I�....1 ... •�"'�• I ,+r �I 1 LE ........... 000 E MI I'�`r�tf(va`rtltlG�,� 4rft*a W' El ILI 1 11 •..�•�tr50f � I-G •�i7 I-I �'�'11� •06U'mV'- 5-w UI' IF-W 6 per'►oELI -a --J-- ---' ro s-rwc L P L HW 01-5Mwf I I I AS-BUILT/FINAL SURVEY p REQUIRED�PRi R TO FINAL INSPECTION c 7 6&A-4, 1/ (I. a L— o2.z -5s orz 'NlL44 , r71�1�c.►f;► �'�IIL.t��ol' .Io�� �p s�� gto-4tp rrUH I�"P ti ° .,.�,5'StJ n' rtit2:p�7ti g: rt r-r..��,�� ..• his F�c CcLvl�t�.f ./ n {� LOPW o6eno ki IT4 i,�'S h/I d%1-tT U t u l.� I I-INC "o !► ,,f I P"l-PAW � (�r f1rlt'i rtMSOH4 l���r1b F 1 �f J o N UP S ���n 5�,,�rt,�, �•'o (It 4j Z.73-733 15 fZ A y H T U G HKfa PW-.r— OY73 ' ��i.�ISTtrIG!�¢tZ cI pd yT ��,7,,(•,�, Ix Hr✓w nip upfl (E ;� rl l�s'r. Rouil, p�-!o rL&M . � Gf�rrl�IG�L �y 1 � - 1 I REA'% I PLA 111-M �a�t�flrr� LIAR ��?12-2 DAT D: J UL 2 �°aR 114 III 11-0I1 '' � BUILDING DEPARTMENT OF�+ _.•._.-.�. . ...+..�. \.u.u.r..rN+..r_.-'+ .-+.....r .�.r�r...�.�ww�.rw.sww�..wn.e\.n r • i c•.•.o-.•,.Mtive,...N....w.�n.a.oQn,r.e,o,�o„nwm+r•+�nwo.:m...mn..tt.+cen u,...tiaw,w.,raeaa.wwn.uq�..,+..�r�,�, i .n+.,,mn ,r+.ma.mm+ a.m+aw�eonq+fMaawscua..uaa ; • General notes: I. ALL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE,RESIDENTIAL CODE, I CONTENT.EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK IS IN PROGRESS, FIRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE,EXISTING BUILDING CODE, I TRUCKS,.BULLOOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND I' i 'MECHANICAL CODE,FUR LEGEND GAS CODE,AND PROPERTY MAINTENANCE CODE. I 114 SUCH A MANNER AS TO CAUSE NO DAMAGE TO FOUNDATION SYSTEMS, ELECTRICAL LEGEND 2.CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION, I •' 9.ALL STRUCTURAL STEEL SHALL BE NEW,CLEAN AND STRAIGHT AND SNAIL CONFORM TOTHE NEWCONSIITION NEW DECORA SWITCH SINGLE POLE J.ALL WORK TO BE PLUMB&TRUE,ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS LATEST EDITION FOR A.S.T.M.DESIG14ATION A•36 OR A•S00 FOR ALL"W'SECTIONS,ALL , PLUMBING CODE,ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH N.F.C.ALL HVAC ,STRUCTURAL STEEL WORK SHAH COMPLY a ITH SPECIFICATIONS FOR THE DESIGN, WORK TO BE IN COMPLIANCE WITH ASHRAE STANDARDS,LATEST EDITION,ALL CONTRACTORS AND FABRICATION AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDING OF THE AMERICAN I ► 5.a�".', NeWPIMAi10N a NEW DECORA 3 WAY SWITCH ' SUB-CONTRACTORS SHALL BE LICENSED AND INSURED,ALL PLUMBERS AND ELECTRICIANS ARE INSTITUTE OF STEEL COLUMNS OR LATEST AT ARE CARRIED STIFFENER ANGLES OR PLATES RESPONSIBLE FOR ANY ADDITIONAL PERMITS.APPROVALS AND INSPECTIONS THEIR PARTICULAR UNDER All POSTS,COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE ' � �_____„_a WAL TO a k2I�D �4 NEW DECORA 4 WAY SWITCH TRADE MAY REQUIRE WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS,UNLESS ,, OTHERWISE SHOWN OR SPECIFIED PROVIDE 6xBxYa BEARING ON CONCRETE MASONRY IF ANY. I $D NEW DECORA DIMMER SWITCH 4.LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND,DRY FREE FROM ROT. ��. �kISMIG WPLL f0 FT:hWN I dl NEW pECORA RECEPTICAL j LARGE AND LOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH 10.HEADERS TO BE(3)Z X 10'IN 2x6 WALLS OR(2)r X 10'IN 2X4 WALLS UNLESS OTHERWISE NOTED. I �` MAY BE IMPAIRED ALL NEW LUMBER SHALL CONFORM TO 202D NEW YORK STATE BUILDING CODE i 11.INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT, i O POOR � NEW DECORA GFl RECEPTICAL CHAPTER 23.FASTENINGNUNBI�: SHALL CONFORM TO 2020 NYSBC TABLE 2304.10,1 ' CONTINUOUS RIGID,OR SPRAY FOAM OR CEWLOUS INSULATION TYPES TO CONFORM TO ALL LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE D E DEFLECTION, WOOD COUNCILS 2D20 NYS E14ERGY CONSERVATION CONSTRUCTION CODE CHAPTER,4. � .NEW DECORA QUAD RECEPTICAL," 4¢ NATIONAL DESIGN SPECIFICATIONS FOR BENDtWG STRESS AND DETLECTTOI4,AND 2020 NYSBC 2306, WESTCHESTER COUNTY IS CLIMATE ZONE 4A. 9� ALL WORKMANSHIP INCLUDING BLOCKING,MILLING,BRIDGING,ECT,SHAH CONFORM TO THE 2020 •• I fV NYSBC AND OR 2020 NYSRBC.PROVIDE LEDGER,BLOCKING,NAILERS AND ROUGH FRAMING 12.ALL FOOTINGS TO BE A MINIMUM OF 34 BELOW GRADE,OR LOCAL FROST OEPTHAS SPECIFIEDBY 16 HARDWARE AS REQUIRED,ALL BEAMS,JOISTS AND RAFTERS TO BESET WITH NATURAL CROWN UP. THE ARCHITECT,UNDERPIN WHEN NECESSARY. NEW PHONE OUTLET PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED. ' ® N ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.`ALL STRUCTURAL LUMBER INCLUDING BUT NOT 13.HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE. ; ' XX KEWAWN LOCA110N LIMITED TO TJl,TGI,&LVL BEAMS OR EQUIVALENT SHALL BE INSTALLED PER DRAWINGS AND `�}'J N CABLE OUTLET NEW MANUFACTURERS SPECIFICATIONS,ALL HANDLING AND INSTALLATION PROCEDURES MUST BE 14.PROVIDE BLOCKING AS REQUIRED TO BEARING POSTS ONTO GIRDER OR BEAM C014DITIONS Q' N„ RECESSED WHITE DOWN LldrIT SUPPLIED BY THE MANUFACTURER AND SHALL BE FOLLOWED.TA JOISTS AND LVL BEAMS SHALL AND VERIFY ALL BEARING TO FOOTING. j 5 BAFFEL ( NOT BE ALLOWED TO GET WET AT ANY TIME. ' 5 WITH USE OF ANY TRUSS TYPE,PRE-ENGINEERED OR TIMBER 18,TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESS1014AL JUDGEMENT THESE PLANS AND I © EXHAUST FAN . CONSTRUCTION A SIGN WILL BE SPEOPICATIO 4S ARE IN COMPLIANCE WITH 2O2D N.Y.S.ENERGY CONSERVATION CONSTRUCTION CODE PLACED AT OR ADJACENT TO THE ELECTRIC METER WITH SPECIFICATIONS PROVIDED BY THE ARCHITECT. 16.ALL DECK RAILS AND STAIR HANDRAILS SHALL CONFORM TO THE 20M N.Y,B.BUILDING CODE i Q NEW RECESSED WHITE DOWN LIGHT SECTIONS 1014 HANDRAILS AND 1014 GUARDS. 6 BAFFEL WITH LENS 1 6,ALL CONCRETE WORK,DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE 1 WITH THE PROVISIONS OF ACI SIB AND ACI 332 OR PC410D,AND THE 2020 NEW YORK STATE 17.ALL ROOF FRAMING SYSTEMS SHALL BE INSTALLED WITH HIGH WIND CONNECTORS(HURRICANE ® WIRED SMOKE DETECTOR RESIDENTIAL CODE CHAPTER 8,ALL CONCRETE SHALL OE7YPE-1,3D00 PSI COMPRESSIVE TIES)IN COMPLIANCE WITH 2020 N.Y.S.BUILDING CODE l- AND SECURELY 71ED IN PLACE SO AS TO PREVENT DISPLACEMENT DURING CONCRETING. © WIRED CARBON MONOXIDE DETECTOR I STRENGTH AT 28 DAYS.REINFORCING BARS TO CONFORM TO 2020 NYS BUILDING 10.ALL POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL I I CODi:SECTION 1905 MODIFICATIONS TO ACI 318. ELEMENTS SHALL BLOCKING AS SPECIFIED BY THE ARCHITECT OR A NOMINAL DIMENSION OF 4X4 - 0 DOMBI14ATION SMOI(E/CO2 DETECTOR REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY TO A SOLID MASONRY 7,CONTRACTORS TO VERIFY ALL CONOM014S AND DIMENSIONS PRIOR TO STARTING WORK. FOUNDATION THAT EMENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF JUNOTION BOX FOR LIGHT FIXTURE /^ I ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT.ALL WRITTEN DIMENSIONS ON TYPICAL CONSTRUCTION, l , THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. 19.ALL SIMPSON STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED WITH SPECIFIC LOADS AND 0 WALL SCONCE JUNCTION DOX. .., 8.ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEARING CAPACITIES,SUBSTITUTIONS OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THA14 I' WALL LIGHT JUNCTIO 0 �' CAPACITY OF 2 TONS PER SQ.FT.BRACE RETAINING WALLS OR FOUNDATION WALLS AS SPECIFIED DY THE ARCHITECT OR ENGINEER L5 FOR810DE1J WITHOUT VERIFYING THE REPLACEMENT , N BOX 1 PART WITH THE pE51G14 PROFESSIONAL. I WALL,MOUNTED SPOT LIGHT (x REQUIRED.BACKFILL WITH APPROVED MATERIAL,BACnFR.LING UNDER SLABS.AROUND PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHAH DE DONE IN LAYERS NOT TO EXCEED I � ; FF 10INCHES.COMPACTION SHALL BE 95%OF MAXIMUM DE14SITY AT OPTIMUM MOISTURE ,�'j :• HOT WATER BASEBOARD NEAT .� "_`.�1 „i '• ,. L/ 'LIGHT AND EXHAUST FAN COMBO f-Imo'-�.i�rI/�rf"I�• �-- .,�- 8,o6l�Itc� I FIB — — —� ._.... ___. .._. •.._....._ ._._ � � � I •_.. �_ ._... .._.. r I I- -PP � �IFI6 P�irGSfIHG 1 �-txt�1fi; RAW 120 ..- 4e1=1 Ir Y rL L tGUiN o I; _ .�..• GJGI�`4. I/ II,. (-all ��I PI-�' I ZI I IZ0ZZ 4-ISS Lw �-�-I�� L �fIA2L 4 I �� — - —�'��ST�,GL.7�� 1_I sue" i r tn�Wa7i=� �ts.p�(zo�isc,, r-"P1z-'1 rfif, (voo o v'C T z°,cct pc��.- 1410M or 1_.6T s-PPrzeq"-'- 6'�-5 F�P 1 a� _5g0W r✓+c•CLF��ilf�IL1z°wt I! WT avgf"m II ' • . .. •• • ! `' �STIt•{G GI"1-,�►I�.+L �� ,," _'�S5._.�`_If.7�_���"�1..��•.1�-�.�'�0,�:�. �.�":.;?������b.... rcolvLos 14114PGtd I9)4 Pew I-VF4 MOORING Gok-ripiG t r 0.5L.& I �+ ,JGk G• uP _ o �- 11 Bug �-•1 so LoNlc, �.(�w 1 0 �' rid-lyl'IN(G Gmm (4 i=. .._.._ � �N�c;. �11�J •Z73 73S'b-•- .•••�N-4 J r Ila�c.,��-II,1•i �� v k , 1 , =«n1r1c III' '14� 5L6•Is &L16H T4rr�Baum~ _ P.&na 61,5 dill 3�r�tftf aIL1-I�t712�'1H1 ,-I9C�kIr i I-094F Z-411 PIPE • LNG r-I•G 04 j F NE`)1 ..... ..........s..n,.........u,.,,•.,. awc. ' �Ratunw•a.r.q.►T•4u1,...�w,...7N,w,..e�WArYU.r4[r,.G..rX,vkifJ.M.tl..4.W10A�Y4MK44MMb,m tl61�0�L��OLA: f.d•••,•-.iatY.�^JL.Y"'14�,•�"` .::i-•••, ' I ' i I ..�. __ _ ... 4'CURTAIN DRAIN � � -�^-.^.�-�•-----.•-�..-^".^}.'�'�'..��"'��"..�."��" "'""`°"" INV-195 5 I / / i /� _ 1 r} I-_� 1 1 �""'� All ARCHITECTURE PC RIM=917 0 1 0.0 0 // I IRS ';� !%% I INV=193 5 1 >1 r I INV(4"CD)=194.5 °0 2 2 Y Y ' J �I FRI ISUMP=192.5S861 %X cIJ 2°MAPLE / I"�- 3 �� � rARCHITECTURE PLANNING X / PROPOSED 4 HIGH / / , 8 E N G N E E R I N G WHITE VINYL FENCE •Iw.wo. eALLRIONTSRCSEQVEn IRF �- - 4X � r / / I% mA JUL 2 2022x GATE � gg e,...".•o�» I too EXECUTIVE BLVD.SUITE 204 / �% J _ OSSINING.NY 10562 STORMTEC INVSC190 4 ( /� J i/ I i W AT D• PHONE (8686 6230 �MRYI•WIVN7 bw.+N V:w{...WI"f�0. STONE-189.5 / 2"MAPLE / - 5 7 4 r '/ / / /r..r..� / - I I `/ r/ / �i�' y un ��(an r N G I�.��:.�' �i�d,l�'��M :'�T JORGE B.HERNANDEZ R.A.A.I.A_ i Leh '/ /' / REMOVE EXISTING SILT FENCE/ ` 3�� t,+tea.=n• ' - LICENSE NUMBER.030424 1 LANDSCAPE WALL \ " „HDPE ' e h I I / ; 973256 CERTIFICATE NUMBERS O CATCH BASIN .. - / A i I RIM:184.70' C INV A:179 84' LOCATION MAP - 1�r,HDP J i i INV IN-180 5' (t5'RCP) N.T.S. REVISIONS DATE BY TIE EXIST NG ROOF LEADER j DMH 2 `� I E \ INTO SFTE DRAINAGE SYSTEM / RIM 194.3 / ` I I I I REV.OfWNAGE DESIGN 5/1/22 J ( I NV A-190 0(12") I / �^ GENERAL NOTES Aoom CURTAIN DRAIN B s 22 I I / INV B=190 0(12"TO CULTEC) / Jr /1/ NV C-191 25(12") / , % I / REMOVE FIRE PIT 7/21/22 1 THIS PLAN WAS PREPARED TO COMPLY WITH THE APPLICATION REQUIREMENT FOR /4"CURTAIN pRAINI I �O ' r �;,� / CATCH BASIN BUILD NG PERMIT IN THE VILLAGE OF RYE BROOK INV=195.5� J / / 0 RIM:184.76' � O � INV a 179 49' 2 EXISTING TOPOGRAPHIC AND SURVEY INFORMATION SHOWN HEREON PROVIDED /�J� j <.•, 1 ,/ J INv B:179.26' BY A SURVEY PREPARED BY ROWAN LAND SURVEYING,PLLC ON MAY 10,2019 Q 4/ (t5'RCP) PROPOSED GRADING SHALL DRAIN AWAY FROM THE PROPOSED STRUCTURE AT A MINIMUM SLOPE REQUIRED TO PROVIDE POSIT VE DRAINAGE AWAY FROM THE 0 I FOUNDAT ON (7) 8 NORWAY } Se �` SPRUCE @±7'0 C } % 3 UNDERGROUND UTILITIES,FACILITIES AND STRUCTURES MAY NOT BE ALL SHOWN FFE-I97.55 f i' / HEREON.THE LOCATIONS OF PORTIONS OF THE UNDERGROUND UTILITIES (SILL / INDICATED HEREON WHERE OBTAIN FROM THE MAP REFERRED TO ABOVE AND / �� _ / ! %/ f I I FIELD MARK OUTS BY THE UTILITY COMPANY PERSONNEL THERE MAY BE OTHER AO'-6" ! UNDERGROUND UTILITIES TO WHICH THE LOCATIONS ARE CURRENTLY UNKNOWN. i ANY PARTY UTILIZING THE INFORMATION AND DATA DEPICTED ON THIS PLAN SHALL (SOIL STOCKPILE ^ r �=197.47 �/ / - r ' / / CONTACT"DIG SAFELY.NEW YORK"AT PHONE NUMBER 1 800 962 7962 OR 811 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES TO VERIFY THE LOCATION OF ANY AND ALL UNDERGROUND UTILITIES I 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS AND 5E / / j ' I I N SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ` / ( ON THE CONSTRUCTION SITE THE CONTRACTOR SHALL LOCATE AND VERIFY THE REMOVE TREE(TYP) �` / / i l S ZE,LOCATION,DEPTH AND INVERTS OF ANY AND ALL EXISTING UTILITIES PR OR TO 196 ."/ � J I II ! I COMMENCING OPERATIONS •FE-188.63 f / CRUSHED STONED 6' I �! S PVC DRAIN PIPES SHALL BE SCHEDULE 40,SLOPES HAVING A M NIMUM SLOPE OF 1'Yo CB 2 X 2' \� ^" \ } I �`� / ! / 6 THE CONTRACTOR SHALL PROVIDE A TRAINED INDIVIDUAL (CARRYING RIM-199 5 �\ NEW 250 SF STONE PATIO - CARD/CERAFICATION BY THE NYSDEC)TO BE PRESENT ON SITE AT ALL TIMES I ' DURING SOIL DISTURBING ACTIVITIES INVSUMP=193 3 \ \� 1 � ,,, I CONSTRUCTED ASEMEONT ADDITION �SED ,/�, ` 7 DURING CONSTRUCTION,SEDIMENT AND EROSION CONTROLS SHALL BE IN \\ } , 1 1 I I r I / I. I / , ACCORDANCE WITH THE CURRENT DPW STANDARDS FOR SEDIMENT AND EROSION (5) 8'NORWAY 4"OAK 1 , I I I \\ �- / ` / / / / CONTROL DPW RESERVES THE RIGHT TO ORDER ADDITIONAL SEDIMENT CONTROL SPRUCE @27.O.C. OS , 1 I ` '' lZ / J / // 12"LOCL T J PRACTICES INSTALLED DURING CONSTRUCTION. \ G.. ^, \ \ \�` I I �� AC•I "•""""''l� _..- w- J���'�-� `_J� �/ // �� 8 OWNER/OWNER'S REPRESENTATIVE SHALL CONTACT VILLAGE BUILDING I I PROPOSED 4'HIGH WH TE VINYL FENCE ©• ""- �- J `SILT FENCE DEPARTMENT TO INSPECT SEDIMENT AND EROSION CONTROL PRACTICES PRIOR TO GATE / -/'- -J��•l- % START OF CONSTRUCTION ANY DESIGN CHANGES TO THE STORMWATER SYSTEM DURING CONS'RUCTION DUE TO SHALLOW GROUNDWATER,ROCK,ETC.MUST BE 38"OAK/ �-(� / LL_ RESUBMITTED TO THE VILLAGE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION 10"MAPLE. / r �-` �9a, /�� 1�' 1 / �a / I- � START --- I 195 / / ram- i�. 1 ✓v� /�Y���J - �/ - �\ J' '�`l�� �b- o �81+-. , 1 ` 7 d 9 UNDERGROUND UTILITIES(E.ECTRIC.GAS,&COMMUNICATION)TO BE FIELD I \' Y v t'i riles��_ LOCATED BY CONTRACTOR _+ " ;�, Ys �> ; �;�r ^ .i�-J.�ti__��r� V) U1 DRAWING TITLE: 191.0 J - v���l`��`.ti ,-lam. `` �- L,J -�� --- SITE PLAN gas �=xBw �`-" RELOCATE FORS IA ! -� -� Q EROSION CONTROL NOTES: BW 191 X 8W 18 A BW / i PLANTINGS �w-x x rX•Bw-i93.5" e \ I W SILT FENCE ALONG 1 TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO THE PROPERTY LINE COMMENCEMENT OF WORK MAX 4'MODULAR BLOCK ° ' " I TIERED RETAINING WALL N 8 6 01 2 2 E I � 2 SUGGESTED LOCATIONS OF EROSION AND SEO MENT CONTROL MEASURES ARE ' PROPOSED 4 H GH WHITE VINYL FENCE 1 J O•O O� SHOWN HEREON PLACEMENT OF BEST MANAGEMENT PRACTICES TO MANAGE SOIL EROS ON AND POLLUTION PREVENTION ON SITE MAY BE MODIFIED IN THE PROJECT: (SEE DETAIL) FIELD AFTER CONSULTATION WITH THE APPROPRIATE REGULATORY AGENCY g R A U N TU C H RESIDENCE I SITE PLAN I HAVING JURISDICTION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION 1"=10.-0" PRACTICES MUST BE PROPERLY INSTALLED PRIOR TO START OF CONSTRUCTION AND SHALL BE INSPECTED AND MAINTAINED AS NEEDED TO INSURE THE CONTROLS ARE FUNCTIONING AS DESIGNED.CONTRACTOR SHALL TAKE CARE TO VISUALLY NSPECT CONTROLS,ESPECIALLY PR OR TO PRECIPITATION EVENTS AND MAKE ANY REGULATED TREES TO BE REMOVED CORRECTIONS OR PROVIDE ADDITIONA,MEASURES AS NECESSARY TO TRY TO PROJECT ADDRESS: Slopes Table (Limit of Disturbance) 10"Maple(2) APPROX.CUT/FILL VOLUMES(YDS) PREVENT SEDIMENT OR POLLUTANTS FROM LEAVING THE SITE 6 EAGLES BLUFF 12"Maple 3 CONSTRUCTION ACCESS TO EXPOSED/GRADED SOILS SHALL BE DEFINED BY THE Number Min Slope Max Slope Color Area (SgFt) 8"Birch CUT 263 PLACEMENT OF AN ANTI-TRACKING MANAGEMENT PRACTICE PRIOR TO THE START VILLAGE OF 12"Mulberry OF CONSTRUCTION.TRACK OUT ONTO PUBLIC STREETS SHALL BE SWEPT DAILY AND BEFORE PRECIPITATION EVENTS RYE BROOK 1 0.00% 15.00% 1921.07 16"Cherry FILL 212 272 SF 4. DISTURBED SOILS SHALL BE TEMPORARILY STABILIZED WITHIN 14 DAYS NYS EDUCATION LAW 2 15.00� 25.009� 2023 30 „ 16 Elm NET(CUT) 51 5 ALL EROSION CONTROL MEASURES SHALL BE NSTA LED AND MAINTAINED N THIS DRAWNG IS AN INSTRUMENT OF SERNCE AND SHALL REMAIN THE 3 25.0035 35.00X 192104 II 18 Hickory 464 SF 137 SF ACCORDANCE WITH NYSDEC'NEW YORK STATE STANDARDS AND SPECIFICATIONS PROPERLY of ARQ ARCHITECTURE PC,wIIETHER THE PROJECT FOR TMOCH IT 4 35.00� 100.00� 977 35 FOR EROSION AND SEDIMENT CONTROL IS MADE IS EXECUTED OR NOT IRIS DRAWNG SHALL NOT BE USED BY THE ® NOTE:1.20 EXPANSION FACTOR USED FOR CUT VOLUME OTHERS OR OTHERS ON THE OTHER PROEM FOR ADDITIONS TO THIS 6 THE ENGINEER MAY AT HIS DISCRETION REQUIRE ADDITIONAL EROSION CONTROL PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY t 1910 SF AGREEMENT W WRITING MTN All ARCHITECTURE PC.SIIUSSON OR � I ►� MEASURES THROUGHOUT CONSTRUCTION TO MITIGATE UNFORESEEN ERGS ON DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER I / AND SILTATION PURPOSES IN CONNECTION W1H THE PROJECT IS NOT TO BE CONSTRUCTED I l ,I/ IRS I/ Gi m AS PUBLICATION W DEROGATION OF THE RIGHTS OF AM ARCHITECTURE PC 150.00' _ CU I 150.00' 837 SF 7 FROM DAMAGING THE -- I S86101'22"W I ��� / CUT FACE OF EXCAVATIONS OR THE SLOPING SURFACES FILLS ONS L 1W5 ORAll C ACCORDANCE PC (\4,,J PROVIS DNS SHALL BE MADE TO PREVENT SURFACE WATER FR REPRODUCTION OR PUBLICATION BY ANY YE1H00 W INMOIE OR W PART IS 1 586101'22"W r• �� f r' I r 1 r PROHSIED.TITLE 10 1FOS DRAMING BELONGS lU All ARCHITECTURE PC /`,^ / ' / , PLE I U1 1 \ \ _ J iiiij: �,r J t 2 PLE`I (n WiHOUT PREJUpCENO MODIFICATIONS IRF / 2 i ; / / W IRE / % 2.3- I l l / / LLJ WTH THE NYS EDUCATION LAW. err- 1 �c f •1 -• _ D / / v� ! J 8 TREES,ROOT SYSTEMS AND OTHER VEGETATION REMOVED FOR CONSTRUCTION V PURPOSES SHALL BE CHIPPED OR REMOVED FROM SITE NO ON SITE BURIAL OR Q - '' / Q BURNING SHALL BE PERMITTED. w '� r r ^I I I / / 1 / 11J 9 DURING GRAD NG OPERATIONS,APPROPRIATE MEASURES FOR DUST CONTROL / _ 2r"M P E / / Q I / 2"M LE- DOB BSCAN STICKER , / ,, J / /� / SHALL BE EXERC SED /� 687X-0.708X•0.061X-0.135( r I I I I I / i EXISTING CONDITIONS 10 ALL FILLS SHALL BE COMPACTED TO PROVIDE STABILITY OF MATERIAL AND TO PREVENT UNDESIRABLE SETTLEMENT SCALE 1" 30, 0,. 72 ! I I o / I/ IMPERVIOUS AREA:3,200 SF 11 AFTER FINAL GRADES ARE ESTABLISHED,DISTURBED AREAS SHALL BE COVERED I r� 0.2G1 0.093 0.007X r Cr• I� C 1 / / / / � -� "� / I � �� ( � ` � / / �/ •� � -) MWITH ULCHED INCHES OF TOPSOIL AND SEEDED,LANDSCAPE AREAS SHALL BE r- CATC 4 5,.18? 2�485 0 313 0.030 .067 0 9 % CAiC 12 FOR DEWATERING ACTIVITIES A DEWATERING PUMP SHALL BE LOCATED IN A 0' RIM /• , !X X X X ,- J ! I / / 1 ,�O / I l ` / / / j , o / RIM: PERFORATED TUB SURROUNDED BY FILTER FABRIC AND STONE(OR APPROVED / ` 1 4/ / / w o I INV I ALTERNATIVE).CLEAN DISCHARGE SHOULD BE DIRECTED TO ONSITE DRAINAGE o / / r / / l 1 r I / GD�1± INV, / o I t 1 l ( / /°D 1_ III APPURTENANCES TO MINIMIZE EROSION OF SOILS DISCHARGE WITH SUSPENDED \ 1 / J / // ' (15" &0 4.Ok7 --2.791 0.516X U 030�/ 35.X/0: % -� / ! f (15 % X X, X /�' /� /�' SEDIMENT SHALL BE CONNECTED TO A SEDIMENT BAG ON UNDISTURBED GROUND SEAL&SIGNATURE / O / 1 1/ �S FFE= 5 1 ; / 4S'b / \ FFE= 5 Ip�60 ' / (5 I/G'O.6"/ / I IN A LOCATION WHERE THE D SCHARGE WILL NOT CAUSE EROSION OR FLOW OVER Q� // / ll r FFE=197.47 / I ``' / , I / rl. r- FFE-197.47 _ / / / 272 S= EXPOSED SOILS i t i / /� // _ I. < / i X_]9nX-�95X-0.260X0.172 X 439 X-0._r1� /'!_� f// / GRADING G OF NE \ -✓ '�d Jr''/ /' ,/ //j// I I L^ I w�I/ ` \\ j �/ i / 196_ /� - ////, I 1 I fir; ��I/ 464,,I. '�7 Sf I � �r A.ej ! /7 i y FFE=188.63 f r I OJ 1, \\\ 1, -0.j3GXi Ill 1.130 X1 -6.4�/ _//j i/ FFE=188.63 f I f• �, N I'�'. \ �r112X0!84O.X2.261 1G10-riF LJ .._ / �1 \ ( 0 X2.152-X2 4.4 _ N �1r `/ 1 LIN, 8>7 SF �lT E3il+16CUtT, O� i\ °` I I _ / - / • `./ 141 Ac.Ac 1= --j -_ ;�* / / - 1-1 -j ��1850 IrF \ 1 I / �-i r� J sr \\irF SX0 36C X2.496 X3.780 4=" ` j�Xb.01 LXff3- --Zr.� _✓ / 250 SF SHED 1.5` E ( I / �- / -opp : � - .r., J / - 5� I I I ' / �19 l $y�r��/ / L -- c. 3P"OAK / E ! 5 9 y1M�.�, E 4 3 AK U 2 CRUSHED Li ; ( I I I Iv I' I / / %_fix 'T sv ✓i 1$8 lg?��`1 J 30 Sill STONE �` SS{IU`_ \ - i ewe s r \\ i_ j" •' - 03 X _ �' `\ i�:ti�%1 ',`� ,... �O N 4"0 PVC PER LL \1 I I 1 O.o ) XS�B G 998 J 7 f3fiG�1 9 _..:i:S�..T': J I •� j y/ jc s- =� I ( �, ! J l M s _ ��.% i ( /- ��1 l -J `-J' V I{ I I!I I}} \'. �. I �,�_,-�'r �' r _ ! V DATE.: --low(I I ` I ' 1 I >>1"I ` t I PROPOSED CONDITIONS ° .PIPE 02/03/2022 N86'01'22"E N86'01'22"E FILTER FABRIC SCALE.1'-30'-0' a I a I � WRAP PROJECT NO.: 150 00' 15G.00' T i IMPERVIOUS AREA:3,4 80 22-012 ADDITIONAL IMPERVIOUS COVER:280 SF .... ... .. DRAWING BY: STEEP SLOPES MAP CUT/FILL VALUES I PF CAD FILE NO.: 1"=20'-o' V.=20'-0" MAX ALLOWABLE IMPERVIOUS COVERAGE:5,300 SF I' l CHECKED BY: UNDERDRAIN DETAIL 1 OF 2 PB NTS GRADE TO DRAIN SURFACE 4'HIGH WHITE VINYL WATER AWAY FROM WALL PICKET FENCE POST SET N SETBACK=1%"(41 MM) TOP BLOCK 6'CIA CONC BASE ARO ARCNITECTURE PC 15•WALL BATTER ANGLE MIDDLE BLOCK(TYPICAL) SELECT BACKFILL NOTE:DESIGN OF REDI ROCK RETAINING WALL — ARCHITECTURE-PLANNING SUBJECT TO CHANGE UPON SOIL TESTING RESULTS •ALL RdMAEVaVrD 1!ENG'NEERING 4'WHITE VINYL PICKET FENCE WITH 4'GATE cY - 100 EXECUTIVE BLVD.SUITE 204 �;:,= OSSINING.NY 10562 PHONE(9>14)944-3377 4'0' 41•(1030 mm) FAX(866)567-6240 MAX _ INFIL�STONE NO 57 OR EQUIVALENT FILL BETWEEN AMACENT BLOCKS(ALL BLOCKS) JORGE B.HERNANDEZ R.A A.I.A. FILL VERTICAL CORE SLOT(PC BLOCKS)STONE TO EXTEND AT LEAST 12'BEHIND BLOCKS LICENSE NUMBER 030424-1 MOVE BLOCKS FORWARD DURING CERTIFICATE NUMBER'.0973256 INSTALLATION TO ENGAGE SHEAR KNOBS GB 6.. (TYP) TIERED REDI-ROCK WALL GB GARDEN BLOCK(TYP -�•��. 4' 28T .'&' ;8T :FT NON WOVEN GEOTEXTILE FABRIC 28T 28"TOP BLOCK(TYP) REVISIONS DATE BY 190 4; 41 'R 2F1 ,F �r _ 6" REV.DRAINAGE DESIGN 5 j1/22 41 41 4 41 G1 4i £" ?T Gj ADDED CURTAIN DRAJN 6/'15/22 EXISTING GRADE 41 41 n*, 1 41 �,T 28T 28T VB 41 41 41 28T 281 )8T 28T GB 41-41"BLOCK(TYP) 41 1 4: 4] 1 REF B OCK REDI-ROCK RETAINING WALL SECTION SOLID BOTTOM �.� 1°=20'-0" LEVELING PAD 180 �A RIM=±194.3 DAT — — f tt N N C4 N — a a co BVILD IN 0+00 0+50 0+85 NOTE INSTALLATION SHALL BE IN ACCORDANCE WITH 12"OUT 19125 MANUFACTURER'S SPEC FICATIONS.'BOTTOM'BLOCKS 12"INV TO CULTEC REDI-ROCK WALL PROFILE SHALL BE INS-ALLEDON PREPARED BASE MIDDLE BLOCKS 180HD 1900 SCALE:1"=Sr'Orr SHALL BE USED BETWEEN'BOTTOM'AND'TOP'BLOCKS 12"HDPE ry 12"HDPE L r r r S'ANDARD BACKI I r r 12 INV OUTTO L MAi ERIAL EX CB 19125 12"INV FROM F NAL GRADE DMH11-190 0 L§ 12"INV 190.0 BUILDING iv :p, 4WD PSI CONCRETE STOCKPILE MATER AL FACE �a 12"IN=190 0 MAX2ISLOPE TEMPORARY COVER CLCANOUT END CAP ADJUST DOWNSPOUT ADAPTER DMH 2 DRAINAGE MANHOLE SECTION A-A SELECT BACKFILL IF SPECIFIED, EQ OD ,O TO FINISHED GRADE INSTALL 1 INSERTED VE RTED IN RISER A N T S OTHERWISE STANDARD HD CO PER PIPE ALIGNMENT BACKFILL MAY BE USED 4S'BEND LAYER D:ANY SOIL/ROCK MATERIALS, DRAWING TITLE: 1 NATIVE SOILS,OR PER ENGINEERS PLANS DETAILS a, 90 ELBOW � LAYER C GRANULAR WELL-GRADED CRSTONE 4"WYE SOILIAGGREGATE MIXTURES,<351Y STONE D INSIDE DIAMETER,SPAN ADS GEOSYNTHETICS 601T F NES OR PROCESSED AGGREGA'E RD RD OUTSIDE RISE AT BILL OR BAND SILT FENCE(TYP) NON-WOVEN HEED,ANGULAR ALL CONNECT To MIN SLOPE � AROUND CLEAN CRUSHED,ANGULAR LAYER B CLEAN,CRUSHED,ANGULAR (OD OR RD)x 0 75 `�IWILTRATWON q^PVCC�1 i' STONE IN A&B LAYERS STONE,NOMINAL SIZE BETWEEN 00 OUTSIDE BARREL DIAMETER,SPAN,OR NOTE SYSTEM 3/4 21NCH RISE STOCKPILE SHALL BE COVERED ENTIRERLY BY :.�••��•��•�.��.�..��:�.. :::•��••::` �:�`x::�::�\:�;��Z��•:D ":�� ::.:.\.i�..��.t��.-,\% �..�.:�... PROJECT: ANCI IORCD PLASTIC COVER OR SEEDEDa� '� )Z I�U� al+ :s�dab�aD�ca a t,Y �1..y��y,.Vrr3`t / HD OUTSIDE DIAMETER SPAN,OR RISE BELL y oh iu6 i,.a56)",ra aau�aus�iru��nr�agaauSan„eau v�l C wli cn �aarau�rau„aukMod hneaur SUBGRAOEJ VARIES ES ORBAND @ STOCKPILE CONTROL DETAIL ROOF LEADER CONNECTIONS PERIMETER STONE - BRAUNTUCH RESIDENCE SEE NOTE 6„ W 0 D+2 O'-CONDUIT 48"OR LESS NTS N T S © 18"MIN NOTES DIAMETER OR SPAN 16" 1 Ell I SECTION AREA MUSI BE GRADED 10 2-0'MlN ABOVE IOP OE PIPE BEFORE EXCAVAI ING 1 RENCH W 0 D+2 D CONDUIT GREATER THAN 48" PROJECT ADDRESS: A 2 REMOVE TRENCH ROCK TO 6'BELOW BOTTOM OF P,PC DIAMETER OR SPAN —� 6 EAGLES BLUFF 3 WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN TRENCH SO 2 3 DIAMETER FOR ALL PVC PIPING 72"OPFN GRATE FINISH GRADE SC-310 3"MIN 34" VILLAGE OF BOTTOM,UNDERCUT AS DIRECTED BY OWNER S FIELD EQ 2 0-CONDUIT 48"OR LESS DIAMETER REPRESENTATIVE OR SPAN NYLOPLAST DRAIN BASIN END CAP 6' RYE BROOK 12" LAYER A:CLEAN,CRUSHED,ANGULAR STONE. SUBGRADE SOILS NOMINAL SIZE 3/4 21NCH PLATE COMFA'CT 4 PAYMENT LIMIT IN ROCK NOT TO EXCEED W(MIN)AND EQ 2 5'CONDUIT GREATER THAN 48"DIAMETER B OR ROLL TO ACHIEVE FLAT SURFACE NYS EDUCATION LAW UNDERCUT EQUALS 6". OR SPAN NOTES: THIS DRAWNC 6 AN INSTRUMENT`OF SERNCE AND SHALL REIUVN THE SEE PLAN 1. PERIMETER STONE MUST BE EXTENDED HOR ZONTALLY TO THE EXCAVATIRE ON WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS PROPERTY OF ARO ARCHITECTURE PC,"MR THE PROJECT FOR NMICH IT 0/30/30000 0 o GENERAL NOTES: r_::vr -r::-r- SEE PLAN FOR 2 MATERIALS SHALL CONFORM TO APPLICABLE AASHTO CLASSIFICATIONS IS MADE IS DIECUTED OR NOT THIS WAWNG SHALL NOT BE USED BY THE PIPE TRENCH EXCAVATION&BACKFILL00000000000 PIPE SIZE OTHERS OR OTHERS ON THE OTHER PROJECTS,FOR ADDITIONS TO THIS 00000000000 PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY N.T S 00000000000 1 FRAME AND GRATE TO BE No 3193 AS =V•:^r :ti-•L--� AGREEMENT IN W011NG WTH ARO ARCHITECTURE PC.SUBMISSION OR LA 000000000o A MANUFACTURED BY 6" DI BU IOW TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER 00000000000 ��BACKFILL MATERIAL SHALL BE CRUSHED STONE OR STORMTECH SC-310 PURPOSES CONNECTION WTH THE PROJECT a NOT TO BE CONSTRUCTED 00001300000 FOUNDRY OR APPROVED EQUAL 00000000 30 GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS NTS AS PUBLICATION IN DEROGATION OF THE RIGHTS OF ARO ARDlIECTURE PC 0000000000 SPECIFIED IN ASTM D2321 BACKFILL MATERIALS SHALL REPRODUCTION OR PUBLICATION BY ANY METHOD A YNOLE OR th PART IS 0000oao00o BE PLACED UNIFORMLY IN 12"LI1 TSAND COMPACTED PROKSTED.TITLE TO THIS DRAWNG BELONGS TO ARO ARCHITECTURE PC 0 0 0 0 0 0 0 0 0 0 POINT AS INDICATED WTHOUT PREJ UDICE.NO MODFICA71ONS TO THIS DRAWING A ACCORDANCE 1"xl"HARDWOOD,36"MIN N.ElS NO]10 BE INSTALLED IN VEH,CULAR AREAS ON PLAN FOR LOCATION " WTH THE NYS EDUCATION LAW. LENGTH FENCE POSTS DRIVEN IN FIELD SILTfENCE MIN 16"INTO GROUND YARD INLET(YI) (NISHED GRADE FR FRAME P&CO EQUAL CAMPBELL NO 1107 EE PLAN)1"xl"HARDWOOD,36"M N. PLAN DOB BSCAN STICKER LENGTH FENCE POSTS SILT FENCE 10'MAX O C CEMENT MORTAR CAP 6" 2'.0" 6'lie 2 p No- BRICK COURSESi .I . 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NTS %�N'i) AGGREGATE BASE 02/03/2022 1 FOR MANHOLE DEPTHS 4'OR LESS SEE'SHALLOW MANHOLE STRUCTURE'. 2.THE CONTRACTOR SHALL SUBMIT SHOP OWG.FOR EACH MANHOLE FOR THE PROJECT NO.: ENGINEERS APPROVAL PRIOR M FABRICATION. FENCE GATE DETAIL 3 MANHOLE SHALL BE CERTIFIED AS CONFORMING TO ASTM-C478 2 2-012 —2 NTS LATEST REVISION. DRAWING BY: DMH DRAINAGE MANHOLE DETAIL PF CAD FILE NO.: 1"=20' 0" CHECKED BY: 2 OF 2 PB