Loading...
HomeMy WebLinkAboutAbandoned Application Check List For Release of Building Permits Address: rV G0J I Qn J Dyj Ye Owner/Applicant: Li m Phone Ws: Dates Attempted To Contact Owner / Applicant- Comments: Comments: Comments: NEED: ( B ' ding Permit Fee $ �5 ( PO # ( C Home Improvement License ( bility (� kers Comp. / Comp Waiver ( eneral Contractor's Contact Information ( ) Fire Sprinkler Plans (2) ( ) Fire Sprinkler Application ( ) Fire Sprinkler Permit Fee ( ) Estimated Cost $ ( ) SWO Fee $ ( ) Legalization Fee $ ( ) Other Tara 0 Tara Gerardi From: Tara Gerardi Sent: Monday,July 23, 2018 10:12 AM To: john@linknexus.com' Subject: Building Permit Application - 3 Woodland.QLive b The building permit application has been approved by t tor, before I can issue the building permit the following items must be submit d e, 1. General contractor's contact nam n 2. Copy of Westchester County Igo e nse. 3. Liability insurance (the Villa g t be the certificate holder) 4. Workers compensation on a d rm (C105-2 or U26.3) 5. Contractor must contact DIG Sa get a 10 digit ticket#. 6. Building permit fee $975.00 (due cd permit is issued and ready for pick-up) TARA A. GERARDI SENIOR OFFICE ASSISTANT, OFFICE MANAGER VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NEw YORK 10573 OFFICE (914) 939-0668 FAx (914) 939-5801 Building Permit Check List&Zoning Analysis �'!/Y' 7)f ,`Address: ki C) SBL: Zone:�'ZS Use: 2 a Cont.Type: ='L-'L- Other. Submittal Date: .S I 2 Revision Submittal D Applicant: L � ""` Nature of Work: F W te(- 5- Reviews:ZBA: NAY - 3 2018 PB: BOT: Other. RFD OK FEES:Filing. TS' C/O: Legalization: APP: Date Stamped igned. SBL Verified H.O.A.Approval• (Jf ( ) Scenic Roads: Ste Wetlands: Storm Water Review. Street Opening: ( ) ( ) ENVIRO:Long. Fees: N/A: ( ) ( ) SITE PLAN:Topo: Protection: S/W Mgmt.: Tree Plan Other. ( ) (� SURVEY:Dated L° `t Current: ✓ Archival• Sealed-7- Unacceptable: ( ) ( �PLANS:Date Stamped ✓ Sealed: / Copies: 3 Electronic " Other. (Jf ( ) License: Workers Comp: Liability Comp.Waiver. Other. (� O CODE 753#: Dated N/A: ( ) ( ) HIGH-VOLTAGE ELECTRICAL:Plan: Permit: N/A Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL.•Plan: Permit: N/A Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plan: Permit: H.W.I.C.:_Battery-_Other. ( ) ( ) PLUMBING Plans: Permit Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plan: Permit: N/A: Other. ( ) ( ) H.V.A.C.: Plan: Permit N/A: Other. ( ) ( ) FUEL TANK:Plan: Permit: Fuel Type: Other. ( ) ( ) 20I6 NY State ECCG N/A: Other. (� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plan: ( ) ( ) BP DENIAL LETTER: C/O DENIAlp LETTER: Other. ( ) ( ) Other. GARB mtg.date: S l ('- approval• s g notes: - %&� ( )ZBA mtg.date: approval• notes: ( )PB mtg.date: approval;- notes: REQUIRED EXISTING PROPOSED NOTES Area: Z S �c Al k Circle: Fie Front: Front: w Sides: Rear. Main Cov Accs.Cor. Ft.H Sb: Sd.H Sb: GFA: Tot.in: t z i If -L I zS 1 t ,4 z5 w1 Ft�___gIm Par Height/Stories. 'notes: / ` A BUILDING DEPARTMENT D E C E `� �`" " VILLAGE OF RYE BROOK MAY - 2 2018 jr, 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 VILLAGE OF RYE BROOK www.ryebrook.ori! BUILDING DEPARTMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: wood�"CA 22Dal vt i 666LIJ Y P Parcel ID#:�. 3rj.2.��'3 7 Zone: 0 on:HOW ZI ID1 Proposed Improvement(Describe in detail): N1104 OL bai W I CHECK LIST: ing items must be submitted to the Building 1yw fJ (Y1 Q ment with the application- no exceptions. Completed Application hr_ee(3)sets of sealed plans. (one full size Imaxinuun Property Owner: "I lo\�;ihic plan size=36 z 42 I and t%%o I I s 17 ) Address: 3. Three(3)copies of the property survey. 4. (Xj Three(3)copies of the proposed site plan. Phone# IN -11Y- 1210 5. 660ne electronic/disc copy of the complete A plicant appearing before the Board: application materials. 6. %�Filing Fee. G 1h 7. Any supporting documentation. Address:?j L(}[5�pG1 I A n(,�D IZ-LVQ IZUQ ✓D �N 8. (:)HOA approval letter.(ifapplicable) N(fir 9. ( Photographs. Phone# 91+11 Y'17,1 to 10.(—)Samples of finishes/color chart.(a sample board or Architect/Engineer: Wt$" kw model may he presented the night of the meeting)NA By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this eajz Swom to before me this �L day of 20 day of , 20 Sig ture of Pro Owner ig re of?-n _. i Pr7Narope Owner -- Print Nameef`Ap lican -- KoTary Public HEKAL»ot u., LUISA F.LUISA F. HEKAL STATE OF CONNECTICUT STATE OF CONNECTICUT NOTARY PUBLIC#152930 NOTARY PUBLIC#152930 EtP.RES 1031/2018 EPRES-io,'31/201R 7/7/17 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, May 16, 2018 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL 9 98 Valley Terrace Amendment to Prior Consent 4119 (Piston) Approval - Legalize Outdoor Agenda Barbeque 15 Birch Lane Amendment to Prior Consent 4109 (Kraut) Approval - Legalize Agenda Additional Outdoor Lighting to Pillars/Posts 1 Little Kings Lane Amendment to Prior Consent 4547 (Frieman) Approval -New Paver Patio Agenda Surrounding New Spa 5 Bellefair Road New Rooftop Solar Array Con 4550 (Wu) A e 89 Country Ridge Replace Existing Slate Patio 4551 Drive(Mariam) w/Pavers a AWAL 3 Hills Point Lane Remove Wood Deck 4552 (Cohen) Pool Coping,New P da New Solid Vinyl Pool 161 Country Ridge 1 Story Addition, Enclose 4553 Drive (Weinreb) Existing Front Porch,New Front Landing&Rear Deck 55 Country Ridge Amendment to Prior 4505 Drive(Cannon) Approval - Change Masonry Terrace to Wood Deck& Window Changes 7 Berkley Lane New Front Portico on ! 4554 (Kaplan) Existing Landing 53 Country Ridge Replace Rear Deck&New 4555 Drive (Fern) Front Portico 2 Wilton Road 2nd Floor Addition & 4556 (Chen) Interior Alterations ML NM MR SE JM SF C MI J f 84 Valley Terrace New Front Portico, Foyer, 4557 (Scinto) j Enclose Right and Left Porches & Interior Alterations 8 Jennifer Lane Removal of Fire Pit, 4558 (Civetta) Removal of Brick Oven, Relocate Existing Shed on Grade, Legalize Masonry Patio w/Masonry Wall with Counter Tops, Legalize Wood Pergola and Legalize Elevated Shed(Tree House) 6 Country Ridge Legalize 2nd Story Addition 4559 Drive(Scala) & Interior Alterations 4560 3 Woodland Drive New Sports Court (Lim) 5 Boxwood Place New Mesa Block Retaining 4561 (Biderman) Wall to Replace Rotting Wood Tie Wall. New Fend atop Wall &New Alum Fence at East Elevation 547 Westchester Finished Basement w/Full 14562 Avenue (Marshall) Bath, Wet Bar, Rear Egress Door& Stairs ML NM MR SE JM SF AC MI A VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, July 18, 2018 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 3 Woodland Dr- Amendment To Previousl\ Consent 4584 (Lim) Approved Sports Court Agenda Orientation 7 Winthrop Dr Amendment To Previously Consent 4 (Knee) Approved Fence Agend Application. Style/Type Change (Split Rail) 12 Red Rood Dr Roof Top Solar Array C ' n 4586 (Taub) Ab 7 Valley Terrace Legalize Rear Concrete 4587 (Casson) Patio 182sgft 17 Loch Lane (Loch New 4Ft High Picket 4588 Corp) Fence I Rear Yard a 2 Mark Dr(Urban) Legalize Existin 4589 Sport Court Area & l 25Fellowship Lane Roof Top Solar Array 4590 (Pariser) 29 Roanoke Ave Roof Top Solar Array 4591 (Marriot) 6 Bonwit Rd 6 Ft Stockade Swimming 4592 (Langstein) Pool Barrier Fence 17 Bayberry Lane Eliminate Window to 4593 (Warshay) Facilitate Kitchen Renovation 18 Winding Wood Rear 1 Story Addition; 4594 Rd Interior Alterations 26 Division St New Two Family Modular 4595 (Pizzimenti) Home ML L/ NM MR SE JM SF AC r/ MI JB �� 12 Latonia Rd (2)Rear 2nd Story 4596 (Vinikoor) Additions & Interior Alterations 770 King St Amendment to Approved 4597 (Carvalho) Plans 50 Valley Terrace Rear 2nd Story Addition & 4598 (Fucci) Interior Alterations 2 Pine Ridge Rd 2nd Story Dormer Addition 4599 (Murcia) & Interior Alteratiions 11 Birch Lane Elevation Change Window 4600 (Kaplan) Removal To Facilitate Interior Alts 11 Beechwood Blvd Replace Existing Vinyl 4601 ( Ochs) Pool W/Concrete, & New Pool Patio 14 Whippoorwill Rd New Trim @Front Post, 4602 (Martel) Fire place; Remove Re Balcony, Replace Sli Glass Doors w/Win ML NM .I MR SE JM SF AC MI JB ',i A Fkav r n ' e S s� r - ,F � ti �;� } ter' ,• is y `! � •�Y,�- ,ter_ �fir; 4 .Il. � ��: �-d f.,,. �`�••� /.�`�, b z • r `c r•� v a r. 1�1�• ry Y � P n ri 4 � n r. f't-•'` Yd A k� �! 1 7 ♦e���� .ter=;;;�+s!c �- �,. 1l�'` l� \ .��• 4 1 .. ` 5 ' ky • *3 j, t x. S ma's• • ur , t it. WN yi t J� T 3 f •,� ',• �. • r ' ' r ws ` l 14 9'j N �t� � t• ,.v ��s`` „ jggj���,, �' e;91,`-.�� ... ;fir-•.alvriM .' n`�.; `.:. _ ; i, �°, µ'IQ `?�� ,R �`,�� '. . .:,'•rho. __w :%;.�Y'/�1�,��/a' Al A M, fl` -71Z ti 47, Aw ar i iv ,} :ti` ,� • • l yy - • 7.7 J ' �I �r x �y� *ice 7. BUILDING DEPARTMENT FFMAY VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 -2 ZQi$ (914)939-0668 VAX(914)939-5801 www. ok.or VILLAGE OF RYE BROOK BUILDING DEPARTtA9:wr *********************************** ** * ************************************************************* FOR OFFICE USE ONLY: Approval Date: ; Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date- # : Chairman: PB Approval D e: ase# Secretary: ZBA Approval D Case# Other: Application Fee: Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: HM t Zt ZDI QL is hereby made to the Building Inspector of the Village ol'Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statementdescribed below. 1. JobAddress: 1&,I1 ✓00I� I CU I K1' 2. Parcel ID#: S& I K,'g 6 — t,—..y�_3 Zone: Q 3. Proposed Improvement(Describe in detail): Ovk��I h(+ Q b�Yle. l�ti l twif- jvq, KWA - U�I 4. Property Owner: GI\n L-4 YVA Address:3 W(2pd 1 a_*)of _VW1 V,- Zy,e� g roof. N t t.t� �i Uric_ �573 Phone#1 I L4 (4— 17_7 (.0 Cell# N" 17(0 e-mail 10ky1 '� �,l.Yl K-Jt2X(1�,C0�k. List All Other Properties Owned in Rye Brook: Applicant: Address: Phone# Cell# e-mail Architect: Address: Phone# Cell# e-mail Engineer: Address: Phone# Cell# e-mail General Contractor: Address: Phone# Cell# e-mail 7/7/17 5. Occupancy;(I-Fam.,2-Fam.,Commercial.,etc )Pre-construction: {' Post-construction: C 6. Area of lot: Square feet: 4q 2S 8 Acres: 1 .01 7. Dimensions from proposed building or structure to lot lines: front yard: N N rear yard: N f right side yard: 0 k left side yard: NA! other: N A 8. If building is located on a corner lot,which street does it front on: N k 9. Area of proposed building in square feet: Basement: 1 fl:_ ra k 2"a fl: N Q 3`a fl: �t 10. Total Square Footage of the proposed new construction: A� ►�' e, Q $0 0 va'r 11. For additions,total square footage added:Basement: hr I'fl: & A— 2"a fl: A 3`a fl: 12. Total Square Footage of the proposed renovation to the existing structure: N A 13. N.Y.State Construction Classification: N X N.Y.State Use Classification: N 14. Number of stories: N A Overall Height: N A Median Height: � �( 15. Basement to be full,or partial: N �1 , finished or unfinished: N 16. What material is the exterior finish: N 17. Roof style;peaked,hip,mansard,shed,etc: N /T Roofing material: NA 18. What system of heating:_ N At 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. N A 20. Will the proposed project require the installation of a new,or an extension/modification to an existin automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc ) Yes: No: (ifyes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious cover erequiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: Area: QO , 22. Will the proposed proje t require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: NO: A (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No:X (ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: (ifyes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes:-No: (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: No: X (ifyes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No:X Indicate: TIER I: TIER II: TIER III: (i(yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: MAIL nIL 29. What is the total estimated cost of construction: $([J C 1 ( 6nS 100 U 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 required prior to issuance of the CIO. J�30. Estimated date of completion: ng, (2) 7/7/17 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAx(914)939-5801 RESIDENTIAL LOT AREA COVERAGE Address: 7 ��� i>�/1i�.'. ;'l _i" 'Section: 1 3'� _-> Block: I Lot: 5 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. (CHECK) MAX. R-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 1 51000 30% 5% 3.50% R-21F 5,000 30% 5% 3.5% Existing: Proms: 1. AREA OF LOT N 4 Z S�3 Sq. Ft. Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) (� LA Sq. Ft. c.�4 Sq. Ft. b. Area of 15' Floor Divided By Area of Lot x 100 _ I q 1 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) i ( L Sq. Ft. 11 Sq. Ft. a. Coverage of Accessory Building _ Area of Accessory Building Divided By Area of Lot x 100 ,Z % C , 4. AREA OF DECK i 5 Sq. Ft. ? Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % C),4lf` % I attest to e b t[my knowledge and belief; the above information is correct. Archit ct's Si a e (3) 7/7,1 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BRom,NY 10573 (914)939-0668 Fax(914) 939-5801 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Addre4Q- 3 -.3000 AQ-V PIZVm Section! 135.3& Rlnck: 1 i me 3 3 7nne• Z� 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. PERMTITED COVERAGE Zoning U%4PERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.tt.) For Base Lot For Lot Area YARD(��) Area(sq.ft.)* Over Base R-25 20 Lot Area % R-20 30 0 to 4,000 0 55 R-15 35 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15A 35 12,001 to 16,000 4,520 26 R-12 40 16,001 to 20,000 5,560 25 R-10 45 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-7 40 40,001 &larger 11,260 22 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 LI LI2 3 .fL Existina Allowed Proposed Total impervious coverage = T31 29 S .ft. 2, 19 Z S .ft. 1( 1 g_Zcl Sq.ft. Front impervious cove e= % % K C, % (L44 238 - y0, 0 o 9 32 . 1kq LIZ3-1 fl � Ztoo + I attest to the b o t owledge and belief;the above information is correct. Architect's Si e (4) 7nn7 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: ,being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention& Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this 19 / Sworn to before me this 69/ day of ti'�' , 20 ! day of '0' 201, t"rty Owner tgn a of Applicant �)\n_--, `, ,, .. Job' 1L , w, Print Name of Property Owner Print Name of p cant L' L , Mary is Na ary ublic: LUISA F. HFKAL LUISA F. HEKAL STATE OF CONNECTICUT NOTARY PUBLIC#152930 STATE OF CONNECTICUT tAY„C1vlLII�S: NOTARY PUBLIC#152930 OI+RMES:10131/2018 t4YCC1+i;,IISS J;,E RRES:10/31/2018 (6) Anil 7 •r';. r.6 VI[:'JY IS P1JF2 GE-Ni-RI {1 t-( I}P. CTICES. Tf.8 VIUAGruz Kj-jL'-%r.i 14- I'..F spoi'J:.iISILITY FOR CflF27PEC NE SS Gi" D: I -i%S',C7f S, . f)ETAILS,FIELD CONDITIONS,C.'E P'R0f1 ESSIWV1L OR APPLI rNO E.:<CCI= AJIAEND MRKS Engineer's Repo1 t 9 � idiu S'i RIEET 5 w11t ,J1Y 1015"3 for F' :38-07:33AyC (914} Lim Residence � C�;;T�:� BY -••�_-�-w- .�-w.� 3 Woodland Drive.+ .-_.�..._.M. ._ Rye Brook, New York EEC ENE 2IDPW Dated 6/26/17 Revised �Vo HR/S T F �� Prepared by: ooy Christopher S. Utschig P.E. o f . `� m 65 Ralph Ave White Plains, NY 914 391-9550 0 0 Mao O� +q a NYS Profe En ineer Lic#090138 REVISE FLANS JUN 21 2018 DATED: VILLAG T Engineer's Report Rye Brook,New York 3 Woodland Drive Table of Contents A. Introduction B. Existing Conditions C. Proposed Conditions D. Construction Phasing Plan and Sediment and Erosion Control Management E. Conclusion APPENDIX A Proposed Condition Calculations Page 12 Engineers Report Rye Brook,New York 3 Woodland Drive A. Introduction This report has been prepared in support of the redevelopment of the property at 3 Woodland Drive, Rye Brook NY.The proposed redevelopment include a at grade sports court. The report and associated plans were prepared in accordance with the Westchester County, NY, Stormwater Management Best Management Practices for Stormwater Runoff Control in compliance with the requirements of the Village of Rye Brook pursuant to Storm Water Control Permit.The existing conditions identified on the site plan were taken from a survey prepared by Richard Sinelli dated October 91 2017. B. Existing Conditions The existing property is a 1.01 acre residentially zoned property.The property is developed with an existing one story home, walks, patio and driveway the balance being lawn and landscaping.The subject properties topography can be described as gently sloping from rear to front towards Woodland Ave..All Stormwater leaves the property in an overland fashion, no evidence of existing Stormwater systems or alternate conveyance means are apparent. Percolation tests were conducted, the results are provided on the plans. C. Proposed Condition The proposed condition includes the addition of an at grade sports court,for the purposes of design the existing house, driveway and patio are included in the proposed area. The grading as proposed leaves the existing yard grading essentially untouched and thereby leaving the existing drainage patterns unchanged. The proposed condition will result in a total impervious area of 11,929 sf. The on-site drainage has been designed to provide full mitigation for all impervious areas for the 25 Year Storm Event(6.4").The design proposes an underground detention/infiltration system consisting of(26) Cultec 330 HD, (5) Cultec 280 HD, and 240 If of ARC 36 Infiltrators . Runoff from the roof will be piped to the detention system. The detention system has been sized such that the entire volume of runoff(5,657 cf) from the impervious areas during the design storm is completely mitigated by storage and infiltration with a system capacity of 5,667 cf per 24 hours. D. Construction Phasing Plan and Sediment and Erosion Control Management Maintenance of Temporary and Permanent Structures and Practices Temporary and permanent erosion controls measures will be maintained and inspected in accordance with the Grading and Drainage Plan. All proposed soil erosion and sediment control practices are designed in accordance with the following publications: o New York State Standards and Specifications for Erosion and Sediment Control, August 2005, latest edition. o New York State Guidelines for Urban Erosion and Sediment Control, latest edition, o New York State General Permit for Stormwater Discharges, o "Reducing the Impacts of Stormwater Runoff from New Development", as published by the New York State Department of Environmental Conservation (NYSDEC), second edition, April 1993. The proposed soil erosion and sediment control devices include: protective earthmoving procedures and grading practices, soil stabilization, inlet protection, stabilized construction entrance and silt fencing. The Page 13 Engineer's Report Rye Brook,New York 3 Woodland Drive approach of the plan is to control off-site sedimentation,and re-establish vegetation as soon as practicable. Construction shall be implemented in the following order: 1. Erosion and sediment control(ESC) measures and Pollution Prevention (PP) implementation, a) Install silt fences along easterly project limits, b) Maintain existing macadam driveway to utilize as a site construction entrance to the project area, material storage area and dumpster location. i) Contractor shall install stone stabilized entrance at end of the existing paved driveway in advance of construction vehicles requiring access from graded/exposed soils to City Streets. c) Install Tree Protection d) Install temporary sanitary facilities (portable toilets) in a location that is at least 20 from any drainage facility or flow path. Recommend staking the facility to prevent accidental tipping by construction activity or wind. e) Install waste container—maintain rigorous site cleaning schedule to prevent debris from blowing off site.Construction waste shall be stored in a dumpster and carried off-site on a regular basis f) Demolish existing structures g) Allocate concrete washout areas 2. Clearing and grubbing. a) Strip topsoil and stockpile. Initiate cover practices and sediment controls at the base of the stockpile.Stockpile can be temporarily stabilized with tarp or mulch and/or temporary seeding. b) Disturbed areas where construction will cease for more than 14 days will be stabilized with erosion controls,such hydro-seeding, hydro-mulch,or hay 3. Excavate foundation a) Install dewatering practice if necessary. 4. Vertical construction (install foundation and wood frame superstructure) 5. Install subsurface storage and infiltration system and site drainage to capture roof leader runoff. 6. Final stabilization of disturbed areas a) Install minimum 4"topsoil and final stabilize with lawn or mulch in landscape areas. b) Remove all ESC and PP measures upon approval of design engineer and/or ESC inspector. Awarded contractor shall be responsible for the proper implementation of the ESC and PP practices.The following maintenance program is proposed in order to maintain the proper function of all drainage and erosion and sediment control facilities: o Inspect sediment control devices and construction access point routinely and if necessary remove accumulated sedimentation and debris; at no point should the filter bed be allowed to continue operations beyond 50%of its capacity being compromised by debris. o All disturbed area will be stabilized and the sediment build-up in the filter removed.After the construction is completed,any areas disturbed shall be stabilized immediately after the required work is completed. o Restore and re-seed any eroded areas as soon as possible o The Stormwater Management Facilities Maintenance Program will be managed by the home owner and shall include removal of sediment from the on-site catch basins and underground storage facilities. The contractor shall provide a Trained Individual to be present on site at all times during soil disturbing Page 14 Engineer's Report Rye Brook,New York 3 Woodland Drive activities Any disturbed areas shall be re-vegetated as soon as possible. Topsoil shall be temporarily stockpiled for future use in grading and landscaping. Stockpile locations have been provided on the Erosion and Sediment Control Plan and shall be contained within a silt fence/hay bale barrier. The existing driveway shall be maintained throughout construction to be utilized for the site construction entrance. A temporary stabilized construction entrance comprised of a stone anti-track pad shall be installed as necessary to minimize dirt tracking. The purpose of a stabilized entrance is to remove as much soil from the construction vehicle tires prior to exiting the site and traveling on the existing roadways. For dewatering activities during excavation of the footings, a dewatering pump shall be located in a perforated tub surrounded by filter fabric and stone (or approved alternative). Clean discharge should be directed to onsite drainage appurtenances to minimize erosion of soils. Discharge with suspended sediment shall be connected to a sediment bag on undisturbed ground in a location where the discharge will not cause erosion or flow over exposed soils. If the contractor encounters ground water during the excavation of the filtering system, he shall notify the design engineer immediately.The contractor shall store all excavated material at the designated location show on the Grading and Erosion Control Plan with the appropriate erosion control measures corresponding to the stockpile detail. Contractor shall be responsible for maintaining the cleanliness of the streets (driveways/parking and adjacent areas) and storm drain inlet protection (as applicable) Best Management Practices (BMPs) throughout the construction project. Permanent seeding shall be installed immediately after the final design grades are achieved but no later than fourteen (14) days after construction activities have ceased. After stabilization, accumulated sediment shall be removed from site for disposal along with construction debris, trash and temporary BMPs E. Conclusion: The implementation of this stormwater management plan will mitigate the post development stormwater flows and not adversely affect the adjacent properties or the existing drainage system. The stormwater runoff generated by the proposed addition has been attenuated by the construction of an underground storage system. Page 15 Engineer's Report Rye Brook,New York 3 Woodland Drive APPENDIX A Existing Condition Calculations Engineers Report Rye Brook,New York 3 Woodland Drive APPENDIX B Proposed Condition Calculations is ( new Subcat \ Subcat Reach Pond Llnk] Routing Diagram for Developed . . . - Prepared by{enter your company name here}, Printed 6/26/2018 HydroCAD®10 00-20 s/n 09858 ©2017 HydroCAD Software Solutions LLC Developed Prepared by {enter your company name here} Printed 6/26/2018 HydroCADO 10.00-20 s/n 09858 C 2017 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 11,929 98 (1S) 11,929 98 TOTAL AREA Developed Prepared by {enter your company name here} Printed 6/26/2018 HydroCADO 10.00-20 s/n 09858 ©2017 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 0 HSG B 0 HSG C 0 HSG D 11,929 Other is 11,929 TOTAL AREA Developed Prepared by {enter your company name here) Printed 6/26/2018 HydroCAD010.00-20 s/n 09858 ©2017 HydroCAD Software Solutions LLC Page 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Numbers 0 0 0 0 11,929 11,929 is 0 0 0 0 11,929 11,929 TOTAL AREA Developed Type Ill 24-hr Rainfall=6.40" Prepared by {enter your company name here} Printed 6/26/2018 HydroCAD010.00-20 s/n 09858 ©2017 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment 1S: (new Subcat) Runoff = 1.17 cfs @ 12.26 hrs, Volume= 5,657 cf, Depth> 5.69" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr Rainfall=6.40" Area (sf) CN Description 11,929 98 11,929 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 20.0 Direct Entry, Subcatchment 1S: (new Subcat) r;v,,rrJarar II Runoff 1.17 cfs_ I'AA Type III 24-hr Rainfall=6.40" Runoff Area=11,929 sf Runoff Volume=5,657 cf 3 Runoff Depth>5.69" ° Tc=20.0 min MI a CN=98 Ny r a r. 0 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) JOB Christopher S. Utschig P.E. SHEET NO. OF 65 Ralph Ave White Plains, NY 10606 CALCULATED BY DATE _ 914-391-9550 CHECKED BY DATE SCALE 3:7,0141D �24o L,lr-, 4n-L- 33-4 � 5��w T�n�24� Zl�ut i S x �1 �_a sr. X Z szvFS X T.kT7U - Z�O �-t-1J: SLR F��ef-t T►1�N� = 5�tN'u S X_ S����Lr x Z s.�b tf1�2- H�- l c-)0 S ' Ay-I L L- = ZLl cl L-I Z sib h -S _X 4zz- v �, -7 Z ' ^m ChhStOpherS. UtSChi P.E. SHEET NO. 55 Ralph Ave - White Plains, NY 10606 c^LCumrsn o^r 914'391'9550 CHECKED BY DATE JOB Christopher S. Utschig P.E. SHEET NO. OF 65 Ralph Ave White Plains, NY 10606 CALCULATED BY DATE 914-391-9550 CHECKED BY DATE SCALE ob VJ 1 TON-,4l_ �aTort {ric, = «?'� fi- ZZ1 y P (01 �fl� S`t Ski i ►`� sToh A-�,i� S �1`1 -� �-t nit= R •°•4`• ii i 6 w�i i-i T`i'i i`a i l i i•i a i �i"•-9r 7a��•i°tr THE ARG .sB CHAMBER B i INFoii MAI Un CHAMBER REQUIREMENTS J% "Adft"W � AN a,=- m Chamber shall meet the load rating of H-10 (16,000 lb per axle) with a minimum of MO MW 11TM 12 inches of cover when tested in accordance with IAPMO PS 63 and installed in accordance with manufacturers installation procedures. CHAMBER CONNECTION Each chamber shall interlock with an integral articulating joint. Articulating joints shall have a free range of horizontal rotation of 20 degrees, with a maximum of 10 degrees in either direction. Articulating joint shall be constructed by placing the dome with engaging knuckle of the incoming chamber over the post end of the previously installed chamber, with final engagement occurring when the lower base flanges of the incoming chamber under-lap the raised base flanges of the previously installed chamber. 9 Diamond Plate Texture POST END WITH RECEIVING AREA ` E DOME END WITH "KNUCKLE" I A "Lock and Drop" Length(A) 63" �l Z a 5 Z 5 B Repeat Length(E) 60" If D Sidewall Height(B) 10.75" )3n Overall Height(C) 13" Overall Width(D) 34" Z•' L4--3 LL Weight 17lbs I 48'� 7 1 Sst�N� vDL1.� Total Bottom Area 12.27 scl ft rirZ i Capacity 10.7 cu ft(80 gal) Aec AY*A INVERT A5.15 2,03 4B" `� A1z C_An�4 sro wry -� tyy / 4 Business Park Road � 1�''1'� v'C� O v oxv5. c P.o-Box 768 Old Saybrook,CT 06415 860-577-7000•Fax 860-577-7001 INFILTRATOR* 14w221-4436 Vo<t�,},� var�vs = Il \ water technologies www.infiltratorwater.com �FL 4 , D 3 t�e,� l ! • � S, �,�. L1nL 3!0 ✓J U.S.Patents:4,759,661;5,017,041;5.156,488;5,336,017;5,401,116;5,401,459:5,511.903:5.716,163;5,588,778;5.839,944 Canadian Patents:1,329,959;2,004.564 Other patents pending.Infiltrator, Equalizer,Omck4,end SideW,nder are registered trademarks of Infiltrator Water Technologies.Infiltrator is a registered trademark m France.Infiltrator Water Technologies is a registered trademark in Maxi co. Contour'Microl-eaching,Polyruff,ChamberSpacer,MulbPort.PosiLock,OuickCut,QuckPlay,SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok Is a trademark of Polyl-ok,Inc.TUF-TITE Is a registered trademark of TUF-TITE,INC.Ultra-Rib is a trademark of IPEX Inc. A 2013 Infiltrator Water Technologies,I LC.AN rights reserved.Pmrted in U.S.A ARC004 07131SI Contact • ologiesOTechnical Services Department for811 VT., _. o INFILTRATOR OWN THE ARC 36 CHAMBER BY INFILTRATOR Leaching chambers are rapidly becoming the product of choice for leachfield applications over conventional pipe and gravel systems.Their lightweight construction offers lower installed costs and less intrusive installations. i. ENGINEERED FOR OPTIMAL PERFORMANCE The Arc 36 septic leaching chamber is a sturdy, lightweight plastic unit that combines maximized infiltrative surface area and storage capacity with an improved structural design to handle most any conventionalr -- leachfield system challenge without sacrificing performance. ■ .: _ FEATURES & BENEFITS: • Injection-molded from from polyolefin for lightweight and sturdy design. • 20-degree integral articulating joint that is ideal for either straight or contoured septic leachfield applications. -- • Corrugated chamber design eliminates flat surfaces and provides increased load bearing capability in the trench. _ ,_. :Rim— • Designed to accommodate both gravity-fed and pressure-dosed - - systems. • "Lock and Drop"joint provides a more positive connection during installation and backfill. • A universal inlet/outlet endcap. • Inspection vent ports on every unit with easy-to-remove knockouts for maximum job site flexibility. • Convenient five-foot lengths are easy to handle. • Quickly installed by one person into three-foot wide trench or bed applications. • Increased plumbing option with Side Port Coupler component which snaps in place to allow side entry at any joint throughout trench tine. • Diamond plate texture increases slip resistance and enhances ease of installation. Engineers Report Rye Brook,New York 3 Woodland Drive APPENDIX C USDA Soils Report Map Unit Hydrologic Symbol Map Unit Name Component Name Soil Group UhC Urban land-Charlton complex,8 to 15 percent slopes Urban land UhC Urban land-Chariton complex,8 to 15 percent slopes Charlton B UhD Urban land-Chadton complex,15 to 25 percent slopes Urban land Uhl) Urban land-Chariton complex,15 to 25 percent slopes Charlton B UIC Urban land-Chariton-Chatfield complex,rolln ,very rocky Urban land _ UIC Urban land-Charlton-Chatfield complex,rolling,very rocky Charlton B UIC Urban land-Charfton-Chaffield complex,rolling,very rocky Chatfield B UID Urban land-Chariton-Chatfield complex,hilly,very rocky Urban land UID Urban land-Chariton-Chatfield complex,hilly,very rodq Charlton B UID Urban land-Chariton-Chatfield complex,hilly,very rocky Chatfield B UmC Urban land-Chatfield-Rock outcrop complex,rolling Urban land UmC Urban land-Chatfield-Rock outcrop complex,rolling Chatfield B UmC Urban land-Chatfield-Rock outcrop complex,rolling Rock outcrop UpB 1 Urban land-Paxton complex,2 to 8 percent slopes Urban land Upa Urban lancWaxton complex,2 to 8 percent slopes Paxton C UPC Urban land-Paxton complex,8 to 15 percent slopes Urban land UPC Urban land-Paxton complex,8 to 15 rcent slopes Paxton C UpD Urban land-Paxton complex,15 to 25 percent slopes Urban land U Urban land-Paxton complex,15 to 25 percent slopes Paxton C UrB Urban land-Ridgebury complex,1 to 8 percent slopes Urban land Ur6 Urban land-Ridgebury complex,1 to 8 percent slopes Rid ebu B/D UrB Urban land-Ridgebury complex,1 to 8 percent slopes Rid bu B/D UvB Urban land-Riverhead complex,2 to 8 percent slopes Urban land UvB Urban land-Riverhead complex,2 to 8 percent slopes Riverhead A UvC Urban land-Riverhead complex,8 to 15 percent slopes Urban land UvC Urban land-Riverhead complex,8 to 15 percent slopes Riverhead A UWB Urban land-Woodbridge complex,2 to 8 percent slopes Urban land UWB Urban land-Woodbridge complex,2 to 8 percent slopes Woodbridge C W Water Water WdA Woodbridge loam,0 to 3 percent slopes Woodbridge C WdB Woodbridge loam 3 to 8 percent slopes Woodbridge C WdC Woodbridge loam 8 to 15 percent slopes Woodbridge C 3 Soil Map—Westchester County,New York t a 61m mum 6N360 Villa 6111m 01410 611121) 611" 61$W mum 6111m 61"?7 Ow MIMI 6115m 511510 "W 511sm 11°1'2CN I I It°VWN � N R dY R S _qQ a - e E" 611370 6HdH1 6"M 61000 61U10 61"" 6"" 61$W 6711m Emmm 61N70 Et11m 6111m 6715m 611510 E715a) 6115U 3 3 MmSde:1:801YpF dmAlalo�rape(11'x85'�stet. g N D s A 0 :15 11 110 '10 Feet :� ��� Edge tics:LJrH 2bre AN V1r 5a4 Natural Resources Web Soil Survey 215W18 Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Westchester County,New York MAP LEGEND MAP INFORMATION Area of Interest(A01) Spoi Area The sod surveys that comprise your AOI were mapped at Area of Interest(A0I1 1:12•000• Stony Spot soils Very Stony Spot Warning:Sod Map may not be valid at this scale. Soil Map Unit Polygons Wet Spa Enlargement of maps beyond the scale of mapping can cause . . Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil Other line placement.The maps do not show the small areas of 0 soil Map Una Pants Spacial Line Features contrasting soils that could have been shown at a more detailed - Special Point Features scale. _ Blowout Water Features - - So—,and Canals Please rely on the bar scale on each map sheet for map Borrow Pit measurements. Transportation Gay Spot Reds Source of Map: Natural Resources Conservation Service Gosed Depression Web Soil Survey URL: Interstate.Highways Coordinate System: Web Mercator(EPSG:3857) Gravel Pit US Routes Maps from the Web Soil Survey are based on the Web Mercator Gravelly Spot Major Roads "ection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the Landfill Lo®I Roads Albers equal-area conic projection,should be used if more Lava Flow Background accurate calculations of distance or area are required. Marsh or swampy Aerial Photography This product is generated from the USDA-NRCS certified data as of the version dates)listed below. Mine or Quarry Soil Survey Area: Westchester County,New York Miscellaneous Water Survey Area Data: Version 13,Oct 8,2017 Perennial Water Soil map units are labeled(as space allows)for map scales Rock Outcrop 1:50,000 or larger. SaFne Spot Date(s)aerial images were photographed: Jul 21,2014—Aug 27.2014 Sandy Spot The orthophoto or other base map on which the soil lines were Severely Eroded Spot compiled and digitized probably differs from the background Sinkhole imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. Slide or Slip Sf dic.Spot Natural Resources Web Soil Survey 215/2018 Conservation Service National Cooperative Soil Survey Page 2 of 3 650 Halstead Avenue Mamaroneck,NY 10543 Survey of Lot 8,Block B,on map entitled Surveyed September 28,2017 rSP NELLIyv, <914)381-2357 'Amended Re-Subdivision Map of Byron Ridge, Map Drawn October 9,2017 www,SpinettiSurveying.com in the Town of Rye,Westchester County, New York' SURV EYING SCALE 11=301 E'Byram Ridge' Filed on Nov,2L 1925 as Map No.2931 29 Woodland Drive Iron 1473 N/F Daniel Weinstein FP."W QJ�� SBL_135.29-1-2 ,T_ 18 Beachwood Boulevard 15 0 0 2'rr-15'T—a N/F Danielle Scarano -a SBL 135.29-1-8 1 05-T. top .50 05-Tr- 8-r_ • e-r- 101— 84— 12*Tr" 0.4, Iron 05-rm P1 06 -ound a-T— Pin Found General Notes, -Elevations shown in NAVD1988 0 -Only visible utilities shown -Contractor is to visit site and verify all existing conditions (Including underground 24'Tr- utlLities, pipes, etc) -Verification and fle(cl marking of location of 20 Beachwood Boulevard existing utilities is required prior to commencment of work and is the responsibility of the contractor N/F David Leland SBU 135.29-1-9 IWT4 -Any damage of disturbance to existing utilities during the duration of the contract is to be o repaired/replaced 'in kind' by the contractor at his own expense NOTES: Iran girrr- 1. THE SUBJECT PROPERTY LIES WITHIN Solke THE ZONE"UNSHADED X", PER FEMA Foundi 36T.®2'TM• FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 36119CO293F, 3 Woodland Drive WT(ft DATED SEPTEMBER 28,2007 SBU 135*36-1-33 2.THIS PLAT WAS PREPARED WITHOUT Filed Map Lot 8 44237.7 Sq.Feet BENEFIT OF A TITLE REPORT AND rr THEREFORE DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES UPON THE PROPERTY, AND THIS IS SUBJECT 22 Beachwood Boulevard 24-Tf- TO ALL RESERVATIONS,RESTRICTIONS, N/F Christopher Korpi SBL 135.29-1-10 EASEMENTS AND AGREEMENTS OF 24'r- RECORD TO THE EXTENT THAT THEY LAWFULLY APPLY TO THE PROPERTY. 3. THIS PLAT IS BASED ON A CURRENT T*11 FIELD SURVEY AND RESEARCH PERFORMED ON OR PRIOR TO THE DATE SHOWN ON PLAT AND IS BASED ON MONUMENTS AND EVIDENCE FOUND IN THE FIELD AND MAY NOT CONFORM 36'7r- &i8,Tnft TO DEEDS,DESCRIPTIONS OR PLATS OF RECORD. 4.PLAT PREPARED FOR: JOHN LIM n FoPiundi elm" 5.CURRENT SOURCE OF TITLE: 5 Woodland Drive LIBER 10977 PAGE 93 N/F Alain Oberrotmon 6.PROPERTY CORNER MONUMENTS SBL 135.36-1-34 WERE NOT SET DURING THIS SURVEY 24 Beachwood Boulevard 24-Trw N/F Christopher Nurnme SBL 135.29-1-11 • Wood Fence D�k over Patio ........ CE) CB 1361 4136,6 AC Unita' 0- t2- 0, 2 1/2 Story Shed Brick Dwelling n IF= No.3 FF Ef.140.1 15.0, 15.0, Wood F,4ice + + MAY 2 2018 r 137.1 Roof + Over 137,1 '�!ROOK RYE L VILLAGE OF NI.d I I Jul PAP, ivl Z N T pave MLDING Di7_ o 26 Beachwood Boulevard N/F Jason Steinberg SBU 135.36-1-32 Ric and J.Spin ll, L,S, NYS Lic, 50975 -Unauthorized addi ions to or alterations of this 100.0s Axle plan is a Violation of Section 7209 of the N.Y.S. Education Low. 24Tm 12'Trw Pier Found Pier Plor pier V.Ment 133,3 F 0 8*47 133.6 133.6 Water Main Rh7l:32.5 Manhole Rim 133.8 W® 0ODLANE) D R IVE POSTS 30 MIN. EXISTING 0 /SUPPORT NET SECTION B STONE PAVEMENT 3' PAVEMENT Z s.! 0 Posr FILTER FABRIC 6"MIN. CONSTRUCTION SPECIFICATIONS TOP NEW m . STABILIZE ENTIRE PILE II •• > WITH VEGETATION OR COVER SECTION A FILTER CLOTH MOUNTABLE BERM 1,STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. O: 2 SLOPE OR LESS FLOW (OPTIONAL) 1 BACKFlLL 1 1P B!A 2.LENGTH NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE PROFILE A 30 MINIMUM LENGTH WOULD APPLY). 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. EXISTING 4.WIDTH-TWELVE(12)FOOT MINIMUM.BUT NOT LESS THAN THE FULL WIDTH AT GROUND POINTS WHERE INGRESS AND EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE SECTION B 30'MIN. ENTRANCE Tb SITE. """" SECTION A 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE i NATIVE SOIL 5 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS IMPRACTICAL / A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. / MIN.SLOPE STRAWBALES OR SILIFEN DITION MIN.SLOPE\\ 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CON WHICH WILL CORK*b3,+ (D " PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. TOE-IN METHOD JOINING SECTIONS OF FENCING ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHT-OF-WAY ,�gGNIG 6,Y 12'MIN. 10 MIN'" EXISTING MUST BE REMOVED IMMEDIATELY. J J o PAVEMENT Z h' INSTALLATION NOTES B.MEN WASHING IS REWIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH W i Z„o STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. fL= d 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. INSTALLATION NOTES PERIODIC O c - 9. DIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH - O W 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. i RAINFALL EVENT. rip/ O, 1.EXCAVATE A 4 INCH X 4 INCH TRENCH ALONG THE PROPOSED)FENCE ALIGNMENT. 3.UPON COMPLETION OF SOIL STOCKPILING,EACH PILESHALL BE SURROUNDED ? N WITH EITHER SILT FENCING OR STRAWBALES,THEN STABILIZED AS NOTED. 2 UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK(DOWNSTREAM) OQ y WALL OF THE TRENCH(NET SIDE AWAY FROM DIRECTION OF FLOW). PLAN VIEW U Z 4,TEMPORARILY STABILIZE AS NOTED IN SPECIFICATIONS. 3.DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 4.LAY THE TOE-IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, SOIL STOCKPILING BACKFlLL THE TRENCH AND TAMP THE SOIL NOT TO SCALE 5.,LOIN SECTIONS AS SHOWN ABOVE. 6,CONTRIBUTING AREA SLOPE LENGTH SHALL BE LIMITED TO LENGTHS ON N.Y.S.GUIDELINES. STABILIZED CONSTRUCTION ENTRANCE SILT FENCE NOT TO SCALE N.T.S. J_ Q W w _ ao 12" FINE WEAPoNGRSE z W � MINIMUM FRAME AND GRATE O Q L 2"TOPSOIL =--�=- - - (1..- MIXiTAR BET) V II FILTER FABRIC COMPLETELY r-_l _I,ENVELOPING 3/4" LL CLEAN STONE 4"TOPSOIL I-IIIII 11— " 8"COMPACTED FILL 21V iIIV,I � Illll N I 13.0" DIAMETER U j—II AS PER PLAN p -_III= B"-III- 11- CRUSTED SIGNS OR R.G.B.CRAVEl 1/2 D I-I I 34.0" :I I- �-� 4 __= YARD INLET DETAIL —I I N.T.S. I II 4"PERFORATED PLAS7C PIPE ADS ARC 36 DETAIL N.T.S. INFILTRATION TRENCH N.T.S. INSPECTION PORT PER MANUFACTURERS SPEC FINISHED GRADE CULTEC NO.410 NON-WOVEN GEOTEXTILE AROUND ^ 1-2 INCH DIA.WASHED, INSPECTION PORT STONE.TOP AND SIDES MANDATORY,BOTTOM PER I L CRUSHED STONE PER MANUFACTURERS SPEC ENGINEER'S DESIGN 957 COMPACTED FILLf-4 OZ.NON-WOVEN FILTER FABRIC !Il AROUND STONE.TOP AND SIDES 959 COMPACTED FILL 10.0"FOR PAVED MANDATORY. 12.0"FOR UNPAVEDFrF T lep� i\/\// 12.0' f/r/ y/\//\ U a)g \, MAX.BURIAL DEPTH /j/,\ ;p In RECHARGER 280HD 9 5" f/\� ' /\ 6.0"MIN. V TO HEAVY DUTY CHAMBER RECHARGER 330HD HEAVY DUTY CHAMBER /j\�/j�� C 0 26.5" 1-2 INCH DIA.WASHED, y/T\/ /�\� 30.5" U r, CRUSHED STONEf�11C Ic �i/\�\f\i,/;���i�l i\i`/� f/f :\ \\/\ \/�i .i fi\/i/i:\✓\yi f\fi\ _> �S \i\�i�i��i\\�i�\i�\i��i�i\��\i\�i,i���?�i;�\i.\�i\� •A\i��i�:�\i,\\\\i\�i\�i;�\i\�\�i\�i.i�>\i\�i\T.�l��12" O U 35.0" 12" 47.0" 52.0" 71.0" ''^^ VJ y CULTEC RECHARGER 28OHD CULTEC RECHARGER 330HD �T N.T.S. N.T.S. I U SCALE:AS SHOWN DATE:APRIL 30,2018 SHEET 2 OF 2 JOB No.1098