Loading...
HomeMy WebLinkAboutBP12-011PERAnT O I DATE a q SECTIONL:j LOCK.�LOTZ C 1-q-96) TYPE OF WORK JOB LOCATION CONTRACTOR Y' vie lwc!Ta • I 'v iC/o ATE c914 tNSPECMON RECORD DATE F14 tiZ FOUNDATION FRAMING-------- RGH >;°Rt''AE pJSULATION �-- PLUMBING 0 RGH PLMBG GAS 0 SPRINKLER ELECTRIC E7 FINAL AS2_d,Ir 2,320 C'C)Gtrf S C0q0-g'q(z2a 71 UIRED PRIOR TO EILTIFINAL SURY l L INSPECT ON i r Expired Letter Sent 9/22/201S Final Expired Letter Sent 4/10/2017 Notice of Violation Sent Ecol aoI C1 �0, re t wall On line 'CA q 10 01-0 N qP A Q60 VPII CIO loy AN *I- � 5 z Iq ret wall f. on line /. (0, fj qj drain - 1144/1/ firon pin found 29.54 * from corner wo// 1. 0, clear fence 1.0, zc-leor , a] / hereby certify to: —Robert T. Discolo, Lori R. Discolo; \0 drive 0 that this mopping is based on a field survey performed on the dote indicated hereon, deeds and/or maps obtained from the County Clerk's office, and is correct and accurate to the best of my knowled Howard W. Weeden, P.L.S., P.C. NYS Lic. No. 049967 ,q 0 0 0 {01 x 1 ?0 rj &a 9 Y�10 % .01 V authorized alteration or odds 1P = 0 licensed land 0 of Section 7204 to a survey 1 found 0 ©' lam SUBJECT to any easements, rights —of —ways, and/or agreements that the utility companies may have. SUBJECT to such facts disclosed by an accurate, up—to—date title search. OFFSETS shown hereon are not to be used for construction purposes and/or fence installation. — 0. 882.* aaws R-EFERMCAES.- TAX MAP DATA: Section: 135.36 Block: I Lot. 40 Doc. No.: 431760731 Being Lot 24 and part of Lot 23 as shown on a map entitled 'Pe —Subdivision Mop of Byram Ridge " said mop filed in the Westchester County Clerk's office on 6 November 1922 os mop number 2457. Survey of Property y for DlSC0L O'k located in the Town of Ry e Westchester County — New York v;ndicated hereon signify that the prepared ir.cco once with th-- de of Practice fo r Surveys the New York $lote Association of Land Surveyors. Said certifications shall run only to the person(s) for whom the survey is prepared, and on his/her behalf to the title company, governmental agency and lending institution listed hereon, and to the ossiqnees of the tending institution. Certifications ore not tronsteroble to additional institutions or J0 '100le ZJ April 2019 'rue ': 19-149'V W _zh,H0WMQ W, WMENh—ksh- 3cw— PR&7MM UV ARM 62 Main Sheet, Walden, N.Y. 125846 MI.: (845) 778-7643 nccopyfghl by Howard W. Weeden. PL5, PC, Walden, New York INSTALL 10 CULTEC INFILTRATORS W/. MN-.- 24" OF GRAVEL AROUND & BELOM 45 L.F. 6"0 P.V.C. PIPE (SOLID) 0 SLOPE =++ 30 L.F. 6*0 P.V.C. PIPE (SOLID) 0 SLOPE = 1.7% MANHOLE FRAME AND COVER 6* CONCRETE TOP SLAB (TOP SLAB TO SUPPORT TO BE CAMPBELL FOUNDRY H-20 LOADING), No.1107 OR APPROVED EQUAL WITH WORD 'DRAIN* ON COVER AND VENT HOLES FINISHED GRADE- REINFeffil % AS R U I VARIES 6/12x6/8X)_ (2'-0* MA� W.W. MESH BRICK LEVELING COURSE I 1=1' AS REQUIRED(12' MAX.) ARM FEMME- NOTES- 0 _U CONCRETE TO TEST 4000 PSI AT 28 DAYS. APPROVED SUBGRADE WELDED WIRE MESH TO COMPLY WITH ASTM A185. I" WASHED CRUSHED STONE MANUFACTURER SHALL PROVIDE NECESSARY OPENINGS IN PROPER LOCATIONS FOR INLET ELEVATION SECTION & OUTLET PIPES. /--q� PRECAST CONC. DRY WELL DETAIL. SCALE : NOT TO SCALE SUBSURFACE DISPOSAL SYSTEM - DRY WELL DESIGN 2. ANALYSIS 1. ANALYSIS Sbrm: 100 Duration: 24 PROPERTY INFORMATION A) SELECT DESIGN STORM LotArea A(D= 38498-000 _sqA SIDrm Frequency 100 Year Storm Slorm Duration 24 Hour EXISTING CONDITIONS 1) Existing House Area A(eh)= 1886,000 _sqA 2) Existing Iffipervolus Area A(eQ= 5826.0D0 _sq.t 3) EXISTING OPEN SPACE A(eos)= $0786.000 _sq,t 4) EXISTING IMPERVIOUS Nela)= 7712.000 _sq.t PROPOSED CONDITIONS 1) ExIsfing House + New Pool Area A(PpQ= 2876.000 sq.t 2) Exisfq Impervicius + New Patio Area A(ppo= 8015.000 _sq.t 3) PROPOSED OPEN SPACE A(pos)= 27607,000 _sqA 4) PROPOSED IMPERVIOUS A(pla)= 10891.000 _sqA 81 SOIL PERCOLATION INFORMATION 1) Diarnier of Test Pit D= 1,000 feet 2) Average hieghtofwa§Br Havg= 8.500 Indies 3) Drop ofwalar h= 3.000 inches 4) Tft elapse br drop I= 54.000 minalas C) SUBSURFACE DISPOSAL SYSTEM SIZING PRECAST CONCRETE DRY WELL 1) Diarnelar of Precast Dry Well D(dw)= 8.000 -feet rj= 4.000 feet 2) Hieghtof Dry Well H(dw)= 4.000 -feet 3) Thickness of Gravel T(grvQ= 1.000 -feet r2= 5.000 feet SOIL TESTING DATA DEEP HOLE TEST j 0 4 TOP SOIL 4" 60" LIGHT BROWN SANDY LOAM 60 11 + LARGEBOULDERS PERCOLATION TEST = 20 MIN. GENERAL NOTES (A) CONDITIONS 1. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND ANY AND ALL OTHER APPLICABLE ORDINANCES, REGULATIONS, AND STANDARDS AS REQUIRED BY THE VILLAGE OF RYE BROOK 2. ALL MANUFACTURED ITEMS SHALL BE INSTALLED OR APPLIED AS DIRECTED BY THE MANUFACTURERS RECOMMENDATIONS. 3. CONTRACTOR TO INCLUDE ALL MATERIALS, LABOR, INCIDENTALS AND SERVICES FOR SATISFACTORY COMPLETION OF THE WORK. 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEFORE STARTING THE WORK. 5. CONTRACTOR SHALL PERFORM ALL WORK REQUIRED FOR THE TOTAL COMPLETION OF THE PROJECT, WHETHER OR NOR INDICATED ON THE DRAWINGS. THE INTENTION OF THE DRAWINGS IS FOR A COMPLETE AND PROPER FUNCTIONING OF THE ENTIRE PROJECT, 6. ENGINEER NOT RETAINED FOR CONSTRUCTION SUPERVISION. 7. CONTRACTOR SHALL CALL FOR CODE 753 AT 1-800-962-7962 PRIOR COMMENCEMENT OF CONSTRUCTION FOR UTILITY MARK OUT. ,(B) INSURANCE 1. CONTRACTOR, AND HIS SUBCONTRACTORS, SHALL MAINTAIN WORKMEN'S COMPENSATION INSURANCE AS WELL AS ADEQUATE LIABILITY INSURANCE DURING THE ENTIRE LENGTH OF THE JOB. (Q PERMITS A StJRXEYS 1. CONTRACTOR SHALL FURNISH ALL PERMITS, LICENSES AND APPROVALS NECESSARY TO COMPLETE THE WORK. (D) STE MAINTENANCE 1. JOB SITE SHALL BE KEPT CLEAN AT ALL TIMES, TRASH TO BE REMOVED FROM THE SITE WEEKLY. 2. CARE SHALL BE TAKEN TO PROTECT THE TREES ON THE PROPERTY FROM THE METHODS AND MANNERS OF CONSTRUCTION, TRAFFICKING AND STORAGE OF MATERIALS. RETURN THOSE AREAS DAMAGED BY SUCH TO THEIR ORIGINAL CONDITION. 3. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. STANDARDS. (E) SjQ8M DRAIN 1. ALL DRAINS & SUBSURFACE DETENTION SYSTEMS TO BE INSTALLED IN ACCORDANCE WITH THESE DRAWINGS. 2. CONTRACTOR SHALL VERIFY ALL GRADES AND COND111ONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. THE SITE SURVEY WAS TAKEN FROM INFORMATION SUPPLIED BY ROGER A. PELLATON, SEAN E. MCCARTHY ARCHITECTS OSSINING, NEW YORK 3. ALL DRAINAGE STRUCTURES SHALL BE INSTALLED AS PER ELEVATIONS AS INDICATED ON ARCHITECTURAL DRAWINGS. B) COMPUTE SOIL PERCOLATION RATE a. Area of Percolation (Ap) 1) Surface area of cylinder (Ac) Ac­- Tt*D*Havg Ac= 2.226 F12 2) BotbmArea (Ab) Ab= Tr*D2/4 Ab= 0,786 FT2 3) Percolation Area (Ap) Ap= Ab+Ac Ap= 3.011 FV b. Volume of Percolation (Vp) Vp= Ab*h VP= 0.196 FP c. Soil Percolation Rate (Sr) Sr= Volume/Area/Time Sr= 0.001 FP/'FT2/min Sr= 1,739 FP/'FT2/day * Deduct 25% for c4ging Stu 1.304 FT3/'FTYlday C) COMPUTE REQUIRED STORAGE VOLUME (Vs) EXISTING CN Item CN Area Extension Impervios Surfaces Open Space 98 61 7712.000 30786-000 755776.000 1877946.000 Totals 38498,000 2633722,000 W.C.N.= 2633722.000 38498.000 W.C.N.= 68.412 Vr= 3,59 Item CN Area Extension Impervios Surfaces Open Space 98 61 10891,000 27607,000 1067318.000 1684027.000 Totals 1 38498.000 1 2751345,000 1 3. DESIGN A) COMPUTE VOLUME PER DRY WELL W.C.N.= 2751345.000 38498.000 W.C.N.= 71,467 VS= AVr Lot Area 12 in/ft VSZ 1154.940 FT 3 VW= (Trr 2) *H(dw) + (Ty*r 12_TT*r21)*h(dw)*30% VW-- 235.022 FT' V r-- 3.95 B) COMPUTE 24-HOUR PERCOLATION VOLUME PER DRYWELL (Vp) [NOTE: Bothm of dry well (or galley) not included) VW-- Tr*D(dw)*H(dw)*Sr Vw-- 131.144 FT31day/dry well C) COMPUTE TOTAL 24-HOUR VOLUME PER DRY WELL (VQ Vt-- VW + Vp V# 366.166 FT3/day D) COMPUTE NUMBER OF DRY WELLS REQUIRED (DWr) DWr-- VS Vt DWr- 3.154 USE : 4 IE E ID FL__ C,I140111i=2 1, VILLAGE OF RYE BROOK BUJILDING DEPARTMENT Prepared by is#haef astT iac o, , E., Consulting Engineer Site or*n -structural e0rchitecturalEngineefiq fire Spinffer System De*n - Su6r 4isiviiu fttlrow Testiv 23 New Street unm3fasqy4net dye, Yew Tork10580 lei: 914-584-2426 Seal MICHAEL J. McGARVEY, RE NYSPE No. M.J.McGARVEY, P.E., P.C. CONSULTING ENGINEER 20 PURITAN AVENUE, YONKERS,NY 10710 TEL 9%907-W6 FAX914-M6627 IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER ANY ITEM ON THIS DRAWING AND/OR RELATED SPECIFICATION. ALL ALTERATIONS MUST BE MADE IN COMPLIANCE WITH THE NEW YORK STATE EDUCATION LAW. THE PROFESSIONAL- ENGINEER WHOSE SEAL APPEARS HEREON ASSUMES NO RESPONSIBILITY FOR ANY SUCH ALTERATION OR RE -USE WITHOUT HIS CONSENT. - DO NOT SCALE DRAWINGS - R E V I S 1 0 N S No. Description Date 1 TOWN ENG. COMMENTS 3/18 Sheet Title STORM WATER MANAGEMENT PLAN, DRY WELL DETAIL, GENERAL NOTES & STORM WATER COMPUTATIONS Odginall Date: 5 OCT. 2005 Scale AS NOTED Drawn By M.MASTROGIACOMO, P.E. Checked By M.J. McGARVEY, P.E. Sheet OF V (L s.0 U_ ks) co __ -�`._ ate—. ._ uj w © E Q lu _ tf1 Q Ul } K3 CL H Q uj 43 Z < m gv :t As f H N -ur, ii.i Z UJ ' 4i �"' U v Z �o (J Q H {— O v Vt-< <ul w LU < V- `7 z pC) cn pt`pz lu V CL i T_ Z t y. � 'ram. � � � • ° CL �d Z� H(s © IL in V ZDQ Xo uj UJQ }a}< 1� tf Q X UJ lu v <C V Q Ww U_ . Z Q<Ci t1�UlQ W O U_ 4n 1j) 1 JE LT' uj <DL (3 0 � L1 � � < Q u) O � r- ( lu V a: Z u n 4,� 0 6 < Q- o Lu0 2 �a _j o O is N cis u a tS Q � M ca ff w EE 0� R M o o ' tea¢ Q Zso o x W < 0 r ¢ zw© wwwzW0G7 Qww J H�! CLJ a co Uu�?Q5crar 0 , E O N r a r F ram. w } 0 ■