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Home My WebLink AboutBP20-055PERMIT # BID aO-CE5 DATE4 b(D OP. SECTION 135. 8 BLOCK LOT_ /i�ish, `jQSeh7 2Y, 4 TYPE OF WORK JOB LOCATION OWNER 5t06 CONTRACTOR E%WT. COST VCO # p TCO # FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS SPRINKLER ELECTRIC LOW -VOLT ALARM AS BUILT FINAL r 50 FEE BATE ___ INSPECTION RECORp lire w� �l �utn R�a�je �3 3 m 73a PB /�' Polo-U(otalsfmecd�Pig-��+�c�� L Po?a-his'/ BOT ZBA OTHtwom ER /aoal AS-BUILTIFINAL SURVEY REQUIRED PRIOR TO FINAL. INSPECTION i�5�aoa FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT ir oo�o�on14•L,1-C. 1 P09 GENERAL PROJECT NOTES: PRINTS NOT VALID WITHOUT ORIGINAL SIGNATURE&SEAL rO[j 1.THE TOWN ENGINEER AND BUILDING INSPECTOR MAY REQUIRE ADDITIONAL EROSION AVON Cil DRAINAGE NOTES: 'f% /�L. CONTROL MEASURES IF DEEMED APPROPRIATE TO MITIGATE UNFORESEEN SILTATION AND •/��/ EROSION OF DISTURBED SOILS. /�� 2.AS-BUILT DRAWINGS OF THE SITE IMPROVEMENTS SHALL BE SUBMITTED TO THE TOWN m c w 1.ALL PR.DRAIN PIPES SHALL BE 6•SDR-35 PVC ASTM D3034 WITH MINIMUM 1%PITCH O 9O e 't ENGINEER AND BUILDING INSPECTOR FOR REVIEW PRIOR TO OBTAINING CERTIFICATE OF 2.POSITIVE OE PITCHS HALLBNOTED. \'8 (9 I T�., ��y OCCUPANCY. 2.POSITIVE PITCH SHALL BE MAINTAINED AWAY FROM THE HOUSE AT ALL TIMES. �C\ / �. / 3.PROPOSED SOIL SLOPES EXCEEDING 1 ON 2 SHALL REQUIRE APPROVAL OF THE BUILDING o 1811 \�j>is Of^ 4.APPROXIMATE LIMIT OF DISTURBANCE�,000 SQ.FT.t Pm S Cle 5.ALL TREE STUMPS SHALL BE HAULED OFF-SITE AND LEGALLY DISPOSED OF AS SOON AS POSSIBLE.THERE SHALL BE NO BURYING OF REFUSE OR DEBRIS ON-SITE. `SroNF 6.PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES,THE CONTRACTOR(S)AND a p� SITE Cl f SUBCONTRACTORS)THAT WILL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING THE NeF I8•' STORMWATER PRACTICES MUST BE IDENTIFIED.EACH OF THE CONTRACTOR(S)AND SUBCONTRACTOR(S)IDENTIFIED MUST INCLUDE AT LEAST ONE'TRAINED INDIVIDUAL"THAT a P/- �'/h �O WILL BE ONSITE ON A DAILY BASIS WHEN SOIL DISTURBANCE ACTIVITIES ARE BEING m % PERFORMED. ° 'f 7.PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES CONTRACTOR(S)AND C9,0 289 UBCONTRACTOR(S)IDENTIFIED SHALL SIGN NOTE-r. a b/ U� n C4f �L,S, S9 8 o / ,�'''�C''Sb J ''a9 s6 �'� hb0s. PR. 6" PVC 4ifp 4 / a z V2 8 S/ �� -0 12 4V V MARTIN LN. d OµNEPt- n6�9 d 00 ''89 / FOOTING DRAIN e�e� 058 LC\ 86"00O/pa �` FwJ+was1. (9 /6 Cyr b PR. DMH "P/'/ QV/ \L } ELLENOPLE Pam" .9 % 2,9a RIM 95.592.5 - ��II o`\�y �6�RGP� /^ ��O F L. I N. 9 2.5 LOCATION M SCALE:Y'=5D0 •2� •°`�' �,�/�� 'g•,� F.L. TO CULTECS 92.5 RECEIVED LEGEND.- \� �c°��;� 9 F.L. OUT: 9 3.0 MAR-9_M20 A/C AIRCOND/TLONER � PR. F.L. 90.9 ''ors/g,, s; �6� PR. 6 PVC SEWER LATERAL B.C. BOTTOM of CURB p C' Q I WestchesterCounfy BOT. BOTTOM / \ /e\OTC F.L. 8�.5 I- (\/.I.F.) D°;^JContractAdmini�tratio,n!pormits F.L. FLOW LINE (� �v / \ ± V EL ELEVA7701V / Ex. EXIS77NG n � ' - C 'b HP HIGH POINT C 3 �O � �� / der \ O1,2e, T.B.R. TO BE REMOIVED ,/4fch p O S � � PR. PROPOSED /}�\b (� rQ �� O U S.M.H. SEINER MAN HOLE / .9 4s;'� c0 0`/b / �, c 6 2� % QN, mid TYP TYPICAL (6) PR. CULTEC RECHAR ER 330XL UNITS 2/ N b / O , /s °/ 4'�o Or D �'��ML DMH DRAIN MANHOLE 88 P CT co / 3 /i O! 9S j 4i �0 Ci OfA CI)o Y.D. YARD DRAIN WITH (2) INSPEC ON PORTS (TYP) 8 ,, / B 6 �� o, r� A. c� APR-8 2a20 D I N/ °r , 4e Ve rb BOT STONE EL. 90.6 / p VILLAGE GEE BROOK B UNITS EL. 91.1 g/� S�96 �/%O BUILDING DEPARTMENT RL ROOF LEADER g Fn FOOTING DRAIN TO UNITS EL. 93.6 /I � D STONE WALL P R. 6" PVC CD 9 / EX.CONTOUR LINE ° I r4f i�r 94 / 3 00 /'` 9� P R. WATER & OVERFL W PIPE or /,1� b� 9B �1 s (5 9� wq o ' -O� �AS LINES (TYP.) n PR.CONTOUR LINE D I I O o�4� /n / O C- ..9s/� \/ NOTE•X'(CONTRACTOR COMPLIANCE): ,Y/0.8 Ex SPOT ELEI/A77ON /' y/ /' �O`e V O/r�'/(�. (V•1.F.) I HEREBY CERTIFY THAT I UNDERSTAND AND AGREE TO COMPLY WITH THE TERMS AND 0 Q•Qy 4Lp %f CONDITIONS OF THE SWPPP AND AGREE TO IMPLEMENT ANY CORRECTIVE ACTIONS e I / IDENTIFIED BY THE QUALIFIED INSPECTOR DURING A SITE INSPECTION.I ALSO UNDERSTAND PR SPOT ELEI AT/ON I 2 Lp 4 7 \/ y. -+ � / Q'. � f` Y THAT THE OWNER OR OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS OF THE P R. 6 PVC C _} Tp�JC// NEW YORK POLLUTANT DISCHARGE ELIMINATION SYSTEM(•SPDES•)GENERAL PERMIT FOR TREE ^ I v / / \ / 7 STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES AND THAT IT IS UNLAWFUL FOR ANY O `, I I O / , OLATION OF WATER QUALITY STANDARDS.FOURTH RMO E,IN TO CAUSE R NDERSTBAND THAT CUTE TO A IERTIFYNG FALSE,INCORRECT,OR ROOF LEADER (TYP.) �,(Q• t_D o I O , ,, I , �a E X. DRIVE T.B.R. INACCURATE INFORMATION IS A VIOLATION OF THE REFERENCE PERMITAND THE LAWS OF THE STATE OF NEW YORK AND COULD SUBJECT ME TO CRIMINAL,CIVIL,AND/OR TREE T.B.R. U n I O J / \ J�� Bc RE-VEGETATED ADMINISTRATIVE PROCEEDINGS. _ X SEDIMENT BARRIER O CD ' ' F.L. 9 J CF CONS7RUCTION FENCE V I� J / r� P R. CB GAS- GAS LINE �� < J � j/� NAME SIGNATURE DATE n er Vl w� 'cJ III / %O (� 0 RIM 94.9 -OHW OVERHEAD WIRES r" l T 4 h �I 2 F, •0 o T�F F.L. TO CULTECS 9 .8 W WATER SUPPL Y LINE �7 O � FS / `� 9�� I �9,y/ �6.6 5 / F.L. 064: 9 3.3 ILIPARKING SPACE NUMBER 8/ J I I /d9 ff `�2 SUMP 90.8 m co (12) PR. CUL C RECHARGER 30XL UNITS / 9 / k /.. ` A c I �� O WITH 2) INSPECTION P RTS (TYP) .� /s .,� / PR. �OVE(�D BOT. STONE E 90.3 BOT. UNITS EL. 90.8 4 j / NOTE:UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS ENGINEERING DOCUMENT IS A VIOLATI SSIpHA4�� WALKWAY TITLE VIII,ARTICLE 145,SECTION 7209.2 OF THE NEW YORK STATE EDUCATION LAW. TOP UNIT EL. 93.3 /g, ;:�� / >jFF P R. / j OD 11 2 29 202 PR.DRIVEWAY SIGN R.M.F. 11 d��, �/n 10 1 7 20 PR.STAIRS R.M.F. P R. R I G H TURN - (jl 1 �� 9 11 6 19 PR.DRIVEWAY ENTRANCE R.M.F. I STAIRS 8 9 19 19 PR.PARKING DIMENSIONS&NUMBERS R.M.F. o 9 /^ 0 9J 7 8 8 T9 PR.DRAINAGE R.M.F. 0 N L Y SIGN ' / , �� 3s B U I L D I N/G SETBACK 6 7 18 19 PR.WALKWAY&STAIRS R.M.F. IQ'' / 5 6 18 19 PR.SITE PLAN R.M.F. EX. SIGN TO Al LINE rYP.) 4 3 4 19 PR.PARKING R.M.F. 1: �� Tjp� 3 2 25 19 TITLE BLOCK&PR.PARKING R.M.F. 211 26 18 PR.BUILDING LOCATION,TITLE BLOCK R.M.F. BE R E-L C A TE D � D �F 1 10 18 18 BUILDING&SETBACK LINES R.M.F. S 8 T No DATE DESCRIPTION DWG -i ` oo,, ,�F 6^^^ , Fr PR. WALL W. RAILING REVISIONS ZONE IS"R2-F". I P R. ASPHALT PROJECT BURIED UTILITIES(GAS,WATER)SHOWN HEREON ARE BASED ON SURFACE INDICATIONS (/� �C '��//�'/e T.W. 1 O O.5 I STORMWATER POLLUTION PREVENTION AND ARE APPROXIMATE ONLY. DRIVEWAY N /O FRANGIONE ENGINEERING,LLC PLAN FOR EDGEWOOD CONTRACTING CORP. URALENGINEERING P R. WALL� � •OO'�. � � B.W. 96.0 STRUCTURAL ENGINEERING ORIGINALTOPOGRAPHIC INFORMATION OBTAINED FROM SURVEY PREPARED BYTC ,P( 7 J`/^ 570 WESTCHESTER AVENUE(a.k.a.1 S.RIDGE ST.) LAND DEVELOPMENT MERRITTS LAND SURVEYORS,394 BEDFORD ROAD,PLEASANTVILLE,NY 10570 ENTITLED V,I, 101 0 ' O v` W15 CANAAN,CT LANE 6840 "TOPOGRAPHY OF PROPERTY PREPARED FOR TAX LOT 57 SITUATE IN THE VILLAGE OF RYE Q Fe/� 2 8S 45f RYE BROOK NEW YORK NEW CANAAN,CT(PHONE) BROOK,TOWN OF RYE,WESTCHESTER COUNTY,NEW YORK7,DATED MARCH 12,2018. �tP R. WALL 20(2 3)961351(PHONE) B.W. g�+O DRAWING NAME (203)8666957(FAX) FRANGIONE ENGINEERING,LLC TAKES NO RESPONSIBILITY FOR THE ACCURACY OF THE J o 0 j ce �c,F ORIGINAL TOPOGRAPHIC SURVEY. TOTAL LOT AREA=7,398.6 SQ. FT. � 44e T,W. 1 01.8± OVERALL SITE PLAN N G! OR 0.1 9 ACRES ,I` erfh E N� GRAPHIC�CALE B W 97.0 V-10'MUNIGIPALN RYE BROOK SHEET No F UTILITY NOTE: F DATE Q 10 a s 10 so +e < SEPTEMBER 17 2018 SHEET 1 OF 4 ._ n Z Underground udlltles,faclites and structures have been plotted from surface odeattons and record sources.me 1 < ,%" OWNER/APPLICANT: DRAWNSEC.135.83 BLOCK 1 n A U locations of all undergroundQ / EDGWOOD CONTRACTING CORP. R.M.F. J I utilities are approximate only.Additionally,there may be other underground utilities the _ LOT 57 2 � existence of which is presently unknown.Any party utillang the utiNty Information and data depicted on this survey CIO VAN CARVALHO shall call'DIG SAFELY NEW YORK•at 811 a minimum of forty eight(48)hours prior to any construction aclivities to 6 verify the location of underground utilities. (IN F') / 236 SOUTH REGENT ST. b V 1 inch=10 t PORT CHESTER,NY 10573 EaENAME Y 7� ZWYEBR AHLGISRIDGE SMETARVAHLO1SPo8GE SITE RIOD'NG FRANGIONE ENGINEERING,LLC 15 SNOWHERRY LANE NEW CANAAN,CT 06840 FILE No. 0806_ PRINTS NOT VALID WITHOUT ORIGINAL SIGNATURE&SEAL. wig ,1�•;� w PROPERTY LOCATION:15,1I16E STREET,RYE BROOK,NY NANCE SCHEDULE: 1.1 PROTECT DESCRIPTION: LBeat Man a rommitONG TERM P,chows(Bhopal program,for t-develo meat conditions on the geman pros p project has been c=_;,,� %/ _ %% Th x pwje�t praposa the consrrud,on of anew,house dr vewoy,parking lot,xnikwoys,and associated grading- tlevelo to mane both the storm water ry popo Pr"leet fhe slla pad gas quell TM recommentletlona ere sedm The site wnsists of 0169 acres,all of which are upland sods. cent downgradlen[wmlwdarms EXLapNa - _ _ LJoM wafer ds hove mi been idet f cal on the site The....of Rle BMP canto(.repairs.Ruchua nel and regulatory Input,and monitod,11rough the - ^ IIII ^ I IIII Feld topographic mapping was onv died by TC Me,Yrtts Land 5urve crA. Inc I rtbgon of a inn lelrn malnte- A I l 0 - It is oni a ed hot canxinrf on w II commence in the Fail of 2018 after all recess laced am o Mn"tenant, adore.¢.for the lint,, pmCre°` i - PROPERLY INSIALUEM STRIIf RAZE _ PM --cry pplwals pros system Can be folnd lithe Nf°'cc (CROSS SECTION) i ore obtained from the Village of Rye Rrmk Dro nwgr Summary Report for tNs protect 4�k1.2 ESTIMATED DISTURBANCE AREA: mIER CLO°I 'Men. A (D��wl)m».I O 1.aw,wa as�` c'Ure xnw1°_era j III III it ESTIMATED tl ISTURBAMet 8 CEABaacres willbemsWrbatl for gla melelacikna Hw house,dNvw, PLAN OBJECTIVES AND PRINCIPLES: walkways,and Sloan eel.,management system, The objectives a the SIR Erasion antl Sediment Control Pan am ro meage both the mneH and U,e 7SIDE ELEVATION r / - I www. .wuvuu.,".w+ emth Wa operation,byusl"g Bast Maregemenl Pmellces.The obleafie area.fellows GROUP r r r ��L- aC'mral aroskn at lla source with temporary coniroi..aura,minlmma lne ma.,,IN.arms of r �"- awry I Y.3 EROSION CONTflOLMEASURES disturbance,dlsidand,stormwekrthmugh mfuml vegetation bake,being dixh MW Into wetland systems. 1�- - ,l - ��j y� 0.Keeplandwslurbancetaamkimum.Theslle ayoMl has bars desigrmtlkmlltlmixe arty poknikl T m�rm r r ry "° - - The following am erosion con mI how surw to he uHllmd an lot,I to during lM eonse,chum Impacts ro wega Ms. 00 Sanwa �t B j _ -,. parrotl:s,rcabon item,earners stone aawwcHan ammnaa.woad clap,kr mwkh ana.al.taakpk. c ca„so-aattn,pra)act m pna.a ro mlmml:e race area al me ape amine aaN,.ansau<tmn M arse Irma. --1 Y.• IIII -- _Jill 1A CONSTRUCTION PHASES: I.Retain eXlsUng vegeatbn wherever awlNe.SlHatlon fence ar omer benam will be uaetl m Ilmll tla D - Thin protect will be done In two phases.The first phase shall consist al earth removal. ealent°I eartmov. 1z I II°MN' P CORRECT METHODS OF TREE FENCING TRIANGULAR BOARD FENCE -Q� � � ��l'i® Theaaeona phase will cmmet of the cawfruaX°n of 11,house,alarm wmar aatmtlm.yetam, a.Sdbllleedakreadmeas a soon as pmcllcal.Earthdlsturben=,Mllnoto u,m,gNun Pr,Mll 10 ,Q adillm,driveway and waikweys, olive consWction k la take place in this area "ors �� /% E' =III 15 CONSTRUCTION START DATES: i.Mlnlrolze the NOn"and steepness of slopes 6'MAX. Mes.1 ue"c.xo I. Melnaln low numay,eloc'ma. faruYructian an the site will Nosy commerce within 60 days after ell reported lord land useapprnvds T 5'MIN. Mr rsra /�i w.rvmvr< hove been obtained from the Yil Bruok aswmi Cher Condiiiam t It u anti<i tad iha R Trep sediment on slle.SlXetlon lance bertlers and draewey coatrumbn eMrencc will trap setllmenl tlurlrg war h kga of Rye ng sum pent. pa all work will be camPleted wiM eighteen to twenty-four months from commencement dote. the consin+cllon perlotl. /rP�1��TREE PROTECTION - 1.6 DESIGNINFORMAnON: L E..110 a maintenance ant repair program during ibe conemmllon period.Emola"control mewums wig be I i"' Wepacted Imal during the spring moms,twice a month d.HN the summer an&.,i hwmg rehash events of greater NaEo PLAN VIEW CN >P »e, M.IhWance reetmn.Youths erosion mIa mmwrea a than o.5 manes and repmrea as Ise a,a ro enaam mat tray was inn prO aNr. SAFETY FENCE CONSI1N C170N OF SI1tAr BALE Eess>ea sPa am area wN cawwctldn Areqmmw for each phase are WOW this namalNa. 1 Assign responsibility forth,malntermnce program.The responsibility far me malnimance program will be assslawa 1.7 OTHER PERMITS: to the cammclm who shall EwMgnek raw of Inc supervisory personnel lobe U1e Ilaeon to Ua owmYs represonatNe. Ae Ure site daarbence Is well under 6 acre,rm addMonel permla am requlrM far ma project Ina ownersnall mwIn the aAmIam of a Ilcensetl prokwbml who shall Inspect end mm�lWr the conimMors rrwgrotla SEDIMENT BARRIER TheowmrolrerordshWiberea�ibkiormaI,IM,Umns PmaasronalEngeleefCe aMbevemeeuUthiomqulremotlHlcetlonstomeErosonantlSetllmeMContrWPlan.MeWsm,aillbeanpfed se,a,x cemllee Erosion a seamen COniral B pecblist to UIsPa"t ma sire wmMY In xcwtlaMme wan tla on ell Inspectlon reports preperetl on behwi of UMe praprct HYSDEC guidelines.Monitmirg reports shallbeprepsrM antl fled win the owner,cmtrectar, Conservatkn Commlaslon antl Ure mennIN and Zm1mg Commleaion w required. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES-MAINTENANCE REOUREMENIS: LrzR atom SECTION A-A DEEP TEST 1.8 CONSERVATION PRACTICES: Soil Data INFILTRATION TEST ® 7/18/2018 1 his pmjecetera.sewew Low rd"CtDevelopmminmtagimAninfiltration system stem will be used for the ramff from the KCpwed Muse and drives.This system will 1.5iltatim fe barites;A--iu led xedimmt shall be removed when it hos coached a het ht of 25%af __ haf,mdy reduce WALAI Ir loads found in non-point source mmff. 9 The existi area alo the southern 1 II be Tested. iote CONSTRUCTION ENTRANCE Hole# 1 2 3 ng age & pmpm y imwi p athe-Fed;�lEmmn a 5r e bortner and df°r he Pffsh°Il be is ad supra ed�maa cede i 1M nn d ran «asarE Soil Type -------------- _ fa DOCUMENTusT: seal eW re process 1 Storm Watx Nwagemnt Report to and prewemthetrackiNof soil onto the read. TOPSOIL 0-12" 0-101, 0-12" 3.Pro]ea Plan Sat acumdeed a Stuart l ma 2 al 2.1 HYDRAULICCALCUUMDNS: CONTROL PUN[IMPLEMENTATION: 2 SLOPE OR LESS ORANGE BROWN VERY FINE SANDY LOAM 12"-57" 10"-27' 12"-32"' Th,SWIM WIWIMw,agemsent Report c°ntala all of One hydrologic cMewmaa sualaaryawk 1.The a°""°e«anell Impact the affecAnnW...sand ammmanof Winston eono-adwx COON Nam,e,na, �1 COMPACT TAN SAND&GRAVEL WITH LARGE ROCKS 57'-88" 48"415" 32"-82" &nto WVarlrunalftVN wswglbemmualeafrommel-Ymr,24imwthroghasYear,MHowhallalavaM., mmPHarwchmlMPDaentof0.5"orthre,pNorroweekands and WIWWI.Nowatedbrge AWN,,arm Than cOnhaM z T ,-11 re",or repave damaged ereskn-mmI measures Immedletely,and m case,more Iran F29 FEED four naam aherobserving wet deffaencH s. RECHARGER3MXLHD GRASS CONNECTOR 95%COMPACTEDFIU. 40Z NON-WOVEN FILTER FABRIC GRAYCOMPACT VERY FINE SILTY LOAM 27"-48" 2.2 SOIL TEST RESULTS: 3.The conUa ter shall b,prepared W Implement Interco drainage controls antl erosion conVd measures w HEAWAUIY CHAMBER AROUND STONE � Sail tests were performed on the Site cent the raWa appear on sheet 2 of this plan set. �mLh,\w�".�. 3.0'Pfi2 mm he nettsaary dwing I Mhow,of constrodkn. SEDIMENT BARRIER CONSTRUCTION PHASES: equipnwn ry emergency 90,f22&6mm ^ys,ti..._•t„_-;;.Y t'- 4.The contractor shall make avalabk,sits all t,materials endabernecessa toaHect _ _ _ PHASES: -It--.I meewms wthin four hours of an rho 1, .IN. 6.0'1152 mm1 MOTTLES 1.The clean limbs shut be delineated in the field the land aury 1i shall be y rape dig emergency ea San. P9 by project eyar. S.The C mreemr shell mob a fleet.1 Wt th se,antl span up any necked i.whoa w ibe,aline matl. AGW _ _ _ chipped into mulch ant placed outside Me coainxtion area to be used a mulch a rlmded.The comtrvctian 6.Tbe conlncfar shall have on cell et all tlrnes,a responsYbb represenlafive who,when alMor'vad,will mobile, ' LEDGE enrmmes shall be rough d graded an the stom pod inctdled as shown on the site par. the aeary ess personnel,matnmis am equipment and othenal.provide me required action whin notilled 3p.g PlSmm) aq,y�r, MIN.SLOPE - - - z.The perimerer siltation Ferro barter.xhdl houstolled in those locations shown an the Call Plans of Any lamedbg emergency anuagon. ROOTS 57" 27" 32" and in accord with the submitted details. 7.TbeaoMractor shall supply a Id.phom number to the mer,e"ginaer,planning agent so that lne contractor 3.Stumps shall be removed from the siie and disposed off-sim in a proper oad legal rlwmer. may be couacletl during the evenings and on...ands,It net rI �i0.TM eom actor shall mamenn.minimum of 1501f of OR fence,30 straw bales and I Ian of r Hled,ipwap I s.o•ozmml INSTALLATION INFILTRATION RATE 1.58INJHR. 4.The marAsur, eaten�hollbed,mfw the hutollationof the stormeam,detention system and f,orainim.ExcavatedmoteridsMll onme al.far..during emmgams.during the developmenl.finePrOW NOTES shall not be placed nmr wry inflltmtion area lzo•FINi's, 5&or[N,3non] -53.P[1331mm1 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE.DRY AND 1S.RIDGE STREET PHASE II: GENEflAL EflO510N AND SEDIMENTATION CONTROL PLAN NOTES: 5.The St*Nw er monagement system and foundMic"wills shall be cmmtrucmd Mthis time. 1.Regrading on mis site shall dam Insmhamanner as to preventeagmntwatarfrom aaflecXrgindepreasslons STABLE. 2.All eroson antla,mm,magon cWarol moawros will be inaaHed poor ro the Arlan of any mns Om activity. EwAERR 5M X`Fo I TYTLLp OEriEn b.UHIHy conmc}tore into the street shall he made at this time. 3.All,mi,,,,ds ire alWncotmi awmsa llbe....butted Inacc"Memewith]Ms,b.iUdccnstraod- `° 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2- deans and In compile"ace w a ith m,apacmm�fo ant Mandanls round In Hie-Guidelines for Sal Erosion ant Sadlment "°"`""°E° m 3.UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE Th.home,drmawny.mdwalkway:sMHbeimAWIldinaocOrdanrewiththesabmmedsit,plan Control-a prepared by to,Suit,of New York,Iatwtmwislon rooA UCAAONs. FEDERAL aE GM no�P LOr' SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES,THEN B.GradiN axsoirated with the remainder of the site,located outside the limits of the hour,6 drive shall be done at this time Once this gmdirg has been 4.SIla on once beMarswllD lnsalkd el thellmR ofelldls uNretlarwa 5aketl straw eakA w111 vie Wllsd STABILIZED WITH VEGETATION OR COVERED. dam,andirVbdwacei narmiclethelimitsofthemrkiM.,faaaityanatMbuildi,slOollHer"weredwithaminimamafb•aftaid.4,sccded.0haalcned. a searyduepg the amelnlation period.All warkdWw hanbaaaamedam.wlln the daMalwn slaonthepigns 9.Final gmdirg,planting,and site stabilimtion fina . rm I-A d daturbam a will be kept to a minlmam.Restabimalon of all dlaurb d Imes will oceurw ww as l grading in mmplea. 10,All enwioo control measures shill curtain in place and in effenive condition untlll ell dia dho d areas have been fullystabiliaad with vegetation 6.All eroalon end sedimmtatlon control nwaeura will be ma nalmd I...a ive ac duke thmuttimut Ilse RECHARGER 330XL-H-10 LOADING TEMPORARY STOCKPILE DETAIL apatmaW.pedal 7.Accumuaad sedlmenl will be mea ad from Her control sbucares and d1spwed of In a awful and seta rlarre, Hor M Hal'TD 9Gi8 - 6.Additional Connal measures wilt be imalled during the ao maraction period 0 the Zoning or Welland Enlacement OHker requires Them.The design entirely shell Impact lire site periodically to ewum the proper installation of erosion control measure. 9.Regular map-...of the cam..Lon.He anvil be-do by a repmmmuso of tM Town of Harmon ands A- - - A pour"10 lrealneU by me owmrloessureeompllancewHh the approved plea. 10.Tim respoaiMHty for implementing the amskn and m6menatlon control plan,informing ell pe u..engaged on the PRECAST CATCH BASIN COMPONENTS constaclkn site of the regmrerni and miecfism at the plan,notifying the appropriate town agencies of any MANUFACTURED BY EASTERN PRECAST e•SCH.aD Pvc G� traral of this responsibility ant for co Intyllg.copy of the erosion and sedime"alkn control pan if no.to the land AS MANU CO.,INC FA APPROVED EQUAL s➢R-35 Pvc Pipe a annommal is placed apon the Owner atracti RISER 8'PVC SCREW CAP 10' I INDMDUAL RESPONSIBLE FOR IIMLEMEN7104i l}'-2'WASHE, TOPSOIL TO PVC PIPESINSOUT EROSION&SEDTMENTATIONCONTROLPI.AN CRUSHED STONE FINISHED GRADE AS NEEDED(TYP.) VANCARVALHO d 568 WEST[HEShR AVENUE 1 1 Q"4•.� 'fis�ll y TI II'�y,u,n RYE&ROOK,NEW YOU 10573 32"x 32"TYPE CIL = CATCH BASIN TOP CROSS SECTION A POST-CONSTRUCTION MAINTENANCE PROCEDURES: PROVIDE TRAP 1.CLEAN DRIVEWAY SURFACE 2 X PER YEAR-SPRING&FALL ON OUTLET PIPE TO REMOVE SEDIMENT AND ORGANIC DEBRIS ON THE DRIVEWAY SURFACE TYPICAL CULTEC CHAHBE CULTEC 410 FILTER FABRIC LIFRAME RNISHEDGPADE VIA A BROOM AND TARPAULIN. INSPECT.POP6'INTERNRL COUPLING ADIUSTTOGfPADEVAT 1- 10"CATCH BASIN TYPICAL INSPECTION PORT DETAIL Z il2 OFFOURCOURSESOFBRICK 2.INSPECT CATCH BASINS,CULTEC INSPECTION PORTS,CLEANOUTS,AND RISER EXTENSION No SCALE B MIN PRECASTREMFORCEDCONCRETE OUTLETS 4 X PER YEAR TO ENSURE THAT THEY ARE NOT BLOCKED. / MANHOLE ECCENTRIC CONE coREfcHopcaNCRETEFORPI Es z'-B'bu / 3.REMOVE DEBRIS IF BLOCKED FROM ANY OF THE ABOVE-REFERENCED IN&OUT;SEE PLAN FOR 2,DIAMIH PIPE SIZES&INVERTS. ITEMS. GROUT PIPE TO CANE WELDED WIRE FABRIC(TYP.) 24"CATCH BASIN 3!CONE 'MIN 24" SUMP 12"TYR) A 6"SOLID A A CONCRETE BASE OPTIONAL STEP WATERTIGHT GASKET OR SEALER f 6°MIN. 6" r REINFORCED CONCRETE SLAB SUMP DEPTH VARIES (1 SHALLOW DRAIN MANHOLE PRECAST CATCH BASIN WITH TRAP&SUMP (OR APPROVED EQUAL) NOT TO SCALE t(OF N1I, E!1: 1V'UP"Law MKWAM q 11,DE14X•A`4'C 4 T -P/r'9I(R noel BIPEIbAIff a a'MMYY USE CMisti FWPUWAWM 511 w1E 1 mAKL LNL� (g-L 1WiM SAYAAOEP BF➢LAQMNS it ABBASE IRfg MI No.AN, s� .IRE•Nu AAD till _ 3 wlrr.Ea11Mc ARK. Q ��6 1'k lit AND Fxl SS101IP� 41LSJp16 TNT M PAYEIENT r--- RtN ASPw11 OAEMAi OMANTO ;E,y�DMEAMT- y asASPxiPA1DOH NOTE:UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS ENGINEERING DOCUMENT IS A VIOLATION OF os*%kTPAVDENT --- wmtFMLOV. TITLE VIII,ARTICLE 145,SECTION 7209.2 OF THE NEW YORK STATE EDUCATION LAW. Ir sI®Au a,rg 3MI r EITPt EX.GRADE I-M`WIN RE wlE J-'"-------- -3SS•MNYH WN6[OIPEPP,vEM e'kSUYM aASE CMAESf 6LP(ePA;EM -- %1DIE t Sfd wiE S - 110 1�/r T,P� 1� IrI stY RUIR•A•a'a' CD COD - -- 4 8 8 19 DETAILS,DRIVEWAY PROFILE R.M.F. o+4 w +rn +6 ._ _� 3 6 18 19 DETAILS,DRIVEWAY PROFILE,PAGINATION R.M.F. °y a_ O O P -'- 2 2 25 19 TITLE BLOCK R.M.F. LJ J P _i p Z ¢W W ASPHALT PAk1ENT RESTORATUTION FORDETAIL 1 11 26 18 TITLE BLOCK R.M.F. f08 LFAVE)E T R STTOt TAPT ME 1 00 LJJ J a DRAINAGE OR UTILITY OPERATORS di SMDERS ASPHALFOR OPEN COLT FOR EIENNAGE OR A11R�1 DETAIL RATiWS [L (� ht, No DATE DESCRIPTION DWG (/�= 1.ALL t=]MINLL all NITS IN SXMf.OFRS MALE RE WE FROM-M W SULAMB f1T9 FILL gP PA RIVIT AND,510065i, NOBS: I.,RINADM.S SrLL1 OR PRIM ED AID PDa S1vA.L CMPlETEO m AIAtlMw:T:via MIN ran"An aEPMILBAT 6 REVISIONS 1.hu wIFAIAES bait Y ineCts ND IRE 41 qE[tP wain, M ACfaNN,[E Ma iMQ NFa 1Qs SIMf MHRIIXd t! TMt�o1AT1Yf StAAWI SPEGFIGIM.S AI!ALL CIwRENI ADCfItte! tM1ANINHN&IAIDAep bEEgIGVTWK Apr 4l C[MF1F AR%Ipml PROJECT oo�� -2.0� oy PR.GARAGE °.,M°T is MAIL BE xWCT MMUM,mLne STA AAPEFA`°3g.lgw`��EIL I�N•u N1rm�,TATIE STORMWATER POLLUTION PREVENTION 3. 1.O/° S.mm,r 5 9 BY C-1-LED SWAN N uOiPIf n LM[P SI Y ff Attn MME'I'd 15 IV G OF UIEK 51+NOM "a R!MAIL 9E YIE6[fW4AAR FILL.$TEfAst b 0.MfYX SH0.t DE m WEM r[Ir IS Is,Mg UI hE SUppuq EL.95.0 SASQQCMLII IM[N�A EPRox TESSTS IRWCL BE bcou"IF N I.W rz®ul SAINECT I g o IL a M u TA g1�ENTo SET ro BMSFIIOxu y(tMATIMS,@PM101 TESTS RL RE CpFICitD DI MRII sELEt,MRW TdI.TW CALU IAS To Y1 PUN TO DC 51uDK 74 MM-!-.wT SIR w If PIPE M MnOY MRI SKM wTERIu SWAM iD All rc M BMW. FRANGIONE ENGINEERING,LLC 9.HE9•,MNAI to- &K sis:cS bmMlEMAMOaleisdRSODSR1 M9•.Xid atmGPAY[TMD Rw A N I.IAA a'ASREKt IAITI[NI,K III colang N0.ACfaAL this 1p NUAIUYMSe TNta A'.g TIE ILROST IAIEMg1ISNI RATa PLAN FOR EDGEWOOD CONTRACTING CORP. GIMILENGINEERING DOE 1r lmN 1xgsMss,Tel aAff claASE FxaAMss sIw1+A 1MAAffD m>M eoltMl a nQ AESTmMp%PAAEIEM w1MQs nwx Ir ratu Imam.TIE e4s mASE TNrAMss sPUL M rMIEAs(a m lw mi!a a Tx 1Qslaanm PA'QIEM wlrx(s STRUCTURAL ENGINEERING 90 iNE EIOTp6 fATtl9(t. TIE mlli'm Plant t. i Fm LTMtSUM PIT W gsLI MIN R MY AT NiPESSMY i0 YES,M do DE 9Mfi.VCf S THE APE INS TIE.ass 1E 14 It. ,.,FoR uti SAC[As MIYlyM X��nA�0.lIMiI INS in11 A TER.as i IW41�IAMI or MIS°P,�a�:X�x"I'l 570 WESTCHESTER AVENUE(a.k.a.1 S.RIDGE ST.) LAND DEVELOPMENT PR.ASPHALT DRIVE I%LIAROILITPM 1A(Lr Eb18GMMYK AMSR,x rMEP,P TGEMU OF OR THAKE BAS TDMADBOATm PRQS FAN N of TO M.EM.T ELMAUa. '9E 11yD to MVEN(FUIIIIJ L 15 SNOWBERRY LANE i RQa(Its WSIANM BET ME TV a PEE GIURM ADD WE T7 M SAdAW W10tm IS U&S As 2'.Mri-41 H 5.PMm 14 DIST-M M N AID TAte 14 IO MIS MIAU TIN Tre a SIBEAMF at"Vor Is LESS NOW r,MW SWILLONL M IN aaISERt w113YAL lD TV M L0tlU0E MEYATHAL MEI 9ACAIM.wrz]IN to Inc IF sold MY.). RYE BROOK NEW YORK NEW CANAAN,CT Ofi8d0 I.PIERE NSRTrdE w,FAM.is(NCROARM AT IIII MTN M 14 MAID,A LAM T SELECT MANAAR FILL m MSM VIAL aE a flgq urvml(wrurN Ts DaaflrDXo Al TIE done n rw rMMx,a uric a sMECr gRlJALM FnA a 4gr sxaL M (203)554-9551(PHONE) 0.1NEU ro PmN¢c a.Cal IRTA fl D=ID FRIXME A STAREE amaMc. DRu ING NAME (203)966-6957(FAX) L ge IM7 M4m'Z CESN IN[4FIl[S RiA A1MMSi PFvt OR+,fiEn:�iTw>AnF55 AILg1M e$'r➢L'ID Ti18 Ain iP7R"nu EB 4,L L i.M WT MACE MIR N CM UCT Mm hmmia m Is CCNECUARF;iti 4M9NM Is CNTED Shm or APPam Pm ask 80 AWEai RACE MSe-ARRIll ASH mall IHN wt"m&[TNT Poor-DAIDTM5. A N wi RACE USA WNIAX FLY ASN wO*TAC1 MM CAST line De VXTIE NDN PEES m NrmrS. DETAILS&NOTES It NL PAYEIENE Jam-1 s M.SL'UUN. 9.ALL PA"Iff MMS SMI L BE SIJAM N G/N It.Gaut.DIS D NM.t IaMAENE-1 NA1T RIFURASSY PAYESEAU SIRMeE g51ALN➢MIINI N MIS,Ass FR LL SiPPNC KI M IN Y��M MI PA;EEQd-I sew 1-11-$-K WMULA n1.fA INS,-Ims 1-.1. (` F 0+00 0+25 0+50 1+00 PR. DRIVEWAY PROFILE STA. 0+00 TO STA. 0±61 " SCALE MUNICPALT DATE.5/1uIT REV, AS NOTED RYE BROOK SHEET No ALL aAERSMNS ME M tt LESS dMERLY NIl[9 DATE S2O i DATE:5/1/11 SEPTEMBER 17 2018 SHEET 2 OF 4 - FIN z p t t NEW YOB[Transportation Department of AM afrlaaNs uX a it MaESS mNlm3sa xonD wN SCALE: 1 = 10 P R.M.F. SEC.135.83 BLOCK 1 u P.r..n..rr TuwY1NDT apartment of LOT 57 6 msrtm,NM M:T&m ASPMI.T RATEI4Ar wIm ae0"'mVeA.7reTLslMyrtatMn d, h RESt4A11M1 p(1W ASPXNS IAYEIEXI MWm FILENAME: `y . DRYE BAODIMMMIJL015 RIDGE SIRELTICARVPM016 WDG E SiTE R9DWG FRANGIONE ENGINEERING,LLC SCALE:AS NOTED 15 SNOWBERRY LANE NEW CANAAN,CT 06840 FILL No. 0806 PRINTS NOT VALID WITHOUT ORIGINAL SIGNATURE&SEAL. AVON CIRCLE SITE co 0 C, MARTINi.m. A 0580RµEFL. Si. 0 10 0 0�, LOCATION MAP 00, 01, 0 LEGEND. - A/C AIR C044917701145R E.C. BOTTOM OF CUPS n (b Aj y ROT BOTTOM C� F.L. FLOW OW LINE EL. fZEVA 7701V EX EXISTING SB HP HIGH POINT C", T9.R. TO HE REMOVED VED 19S PR. (0 .0 /Cb S.M.H. SEWER MAN HOLE -0 0 '��Ox TIVR TYPICAL N)Q DMH DRAIN MANHOLE /cc) -9d 1010 Y.D. YARD DRAIN v/ .76 o 196 �b RL— ROOF LEADER x 96 FE— FOOTING DRAIN �//b� \O< r\ "7 0 STONE WALL A-9 EX CONTOUR 01IF 19 -e6- C",C17— 9B 11 PR CONTOUR LINE X ///I y X STOCKPILE,- /119 EK SPOT REVA 17ON d '10 108 AREA- j 713 PR.SPOT ELEVATION TREE n I T A / T��-- - 0 0 TREE TS.R. Q0 0 1 -77 / \ //i ('� \ %, Q q< 0) X/ —X — SEDIMENT BARRIER CF— C0ASfi?UC)70N FENCE GAS— GAS LINE I 1 1 II // /011 OHW— OVERHEAD WIRES n W WATER SUPPZ K LINE I ID n Ar n C: ! gs9 s S FF l \ A- Lot Via, 7 F31 CE n ft! I>< Of (-0 N�/ / �� NOTE:UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS ENGINEERING DOCUMENT IS A VIOLATION OF (D+ /0 9TITLE Vill,ARTICLE 145,SECTION 7209.2 OF THE NEW YORK STATE EDUCATION LAW. 0 /01 11�1 7 4 1/7/20 PR.STAIRS R.M.F. 07, 11/6/19 PR.DRIVEWAY ENTRANCE R.M.F. 29/19/19 PARKING SPACE LABELS--R.M.F. 1 8/8/19 PR.DRAINAGE R.M.F. No DATE DESCRIPTION DWG ZONE IS"R2-F". PROJECT REVISIONS Q0 BURIED UTILITIES(GAS,WATER)SHOWN HEREON ARE BASED ON SURFACE INDICATIONS 6, STORMWATER POLLUTION PREVENTION FRANGIONE ENGINEERING,LLC AND ARE APPROXIMATE ONLY. PLAN FOR EDGEWOOD CONTRACTING CORP. CIVIL ENGINEERING STRUCTURAL ENGINEERING ORIGINAL TOPOGRAPHIC INFORMATION OBTAINED FROM SURVEY PREPARED BY TC 570 WESTCHESTER AVENUE(a.k.a.1 S.RIDGE ST.) LAND DEVELOPMENT 15 SNOWBERRY LANE MERRITTS LAND SURVEYORS,394 BEDFORD ROAD,PLEASANTVILLE,NY 10570 ENTITLED 7o RYE BROOK NEW YORK NEW CANAAN,CT 06M "TOPOGRAPHY OF PROPERTY PREPARED FOR TAX LOT 57 SITUATE IN THE VILLAGE OF RYE (203)554-9551(PHONE) BROOK,TOWN OF RYE,WESTCHESTER COUNTY,NEW YORK",DATED MARCH 12,2018. FRANGIONE ENGINEERING,LLC TAKES NO RESPONSIBILITY FOR THE ACCURACY OF THE 0 0/�. /0, DRAWING�E (203)966-6957(FAX) IC >CIO C116, ORIGINAL TOPOGRAPHIC SURVEY. TOTAL LOT AREA 7,398.6 So. FT. .0, "v Qry EROSION CONTROL PLAN 0 N C I OR 0.169 ACRES SCALE UTILITY NOTE: GRAPHIC SCALE DATE 1-=10'"'UNICIPAUTY RYE BROOK SHEET No 0 F 13 10 5 10 20 40 JULY 18,2019 SHEET 3 OF 4 — Underground utilities,facilities and structures have been plotted from surface Indications and record sources.The I I I I I OWNER/APPLICANT: DRAWN locations of all underground utl[bes,are approximate only.Additionally;them may be other underground utilities the R.M.F. SEC.135.83 BLOCK 1 0 existenceof which is presently unknown.Any party utll*vJng the Ality Informal and data depleted on h ry is suey -- EDGWOOD CONTRACTING CORP. LOT 57 -4 shall call"DIG SAFELY NEW YORK'at8ll a minimum of forty eight(48)hours prior to my construclion activities to C/O VAN CARVALHO IS 3 A- vertly the location of underground utilities. IN FEET 236 SOUTH REGENT ST. 1 inch=10 ft. PORT CHESTER,NY 10573 FILENAME: iLTYEBR0OKORVAHL013REGESTFUTMAHL0ISFdDGESrrERg.DWG I I FRANGIONE ENGINEERING,LLC 15 SNOWBERRY LANE NEW CANAAN,CT 06840 FILE N. 0806 rq. GENERAL PROJECT NOTES: PRINTS NOT VALID WITHOUT ORIGINAL SIGNATURE 8 SEAL. /; 1.THE TOWN ENGINEER AND BUILDING INSPECTOR MAY REQUIRE ADDITIONAL EROSION AVON CIRCLE DRAINAGE NOTES: 'I-; q/' CONTROL MEASURES IF DEEMED APPROPRIATE TO MITIGATE UNFORESEEN SILTATION AND ,vW fp > •/�? EROSION OF DISTURBED SOILS. �' 0o a 5 �� /e 2.AS-BUILT DRAWINGS OF THE SITE IMPROVEMENTS SHALL BE SUBMITTED TO THE TOWN 4u �y m 1.ALL PR.DRAIN PIPES SHALL BE 6'SDR-35 PVC ASTM D3034 WITH MINIMUM 1%PITCH O 9 0 / Q ENGINEER AND BUILDING INSPECTOR FOR REVIEW PRIOR TO OBTAINING CERTIFICATE OF UNLESS OTHERWISE NOTED. /) 0OCCUPANCY. z yc s m Pe l , 3.PROPOSED SOIL SLOPES EXCEEDING ION 2 SHALL REQUIRE APPROVAL OF THE BUILDING o � m 2.POSITIVE PITCH SHALL BE MAINTAINED AWAY FROM THE HOUSE AT ALL TIMES. = y A St INSPECTOR. yym IBr, V �/ 4.APPROXIMATE LIMIT OF DISTURBANCE�,000 SQ.FT.t ycm S 5.ALL TREE STUMPS SHALL BE HAULED OFFSITE AND LEGALLY DISPOSED OF AS SOON AS cMp POSSIBLE.THERE SHALL BE NO BURYING OF REFUSE OR DEBRIS ON-SITE.6. wEsrcR SUBCONTRACTOR(S)I THAT COMMENCEMENT A WILL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING THE FS�Rq�Nef SITE STORMWATER PRACTICES MUST BE IDENTIFIED.EACH OF THE CONTRACTOR(S)AND o [� ^ SUBCONTRACTOR(S)IDENTIFIED MUST INCLUDE AT LEAST ONE'TRAINED INDIVIDUAL"THAT !J �50 WILL BE ONSITE ON A DAILY BASIS WHEN SOIL DISTURBANCE ACTIVITIES ARE BEING O m /�C PERFORMED. ° 7.PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES CONTRACTOR(S)AND N (� (9 �(� UBCONTRACTOR(S)IDENTIFIED SHALL SIGN NOTE'X'. s w�� m m / '�'��`'h� '�89 s6 �'�chb4. P R. 6" PVC P Z /IJ' IS &1^ ryn9 s/i? m /�✓ ` �� \�`O \\v // FOOTING DRAIN NARTIN LN. OS80RNE PL A C`�8660�i \C' Oroa 96� r PRANKUN57 `cqs99 ,6 PR. D M H \T RIM 9 5.5± ELLENpALE EVE. F L c IN: 92.5 LOCATION MAP SCALE:l"=500' �'g•, F.L. TO CULTECS 92.5 F.L. OUT: 9 3.0 A/C AIR CON01 HONER R C. BOTTOM OF CURB n P R. F.L. 9 0.9 BOT. SOTTOM b e \O�c F.L. FLOW LINE n EL. £L 517]G \ \Co \fi/b EX. EXJSANG � 0� � T HP HIGH POINT TB.R. TO B£REMOVED ,�,/q�ch n� �� \c"/0 - PR. PROPOSED /}� �7q S. TYPICAZ NHOLE (6) PR. CULTEC RECHAR ER 330XL UNITS /i1��\92 d l �Ao/ r OMH ORAINMANHOLE WITH (2) INSPEC ION PORTS (TYP) �88 8 / 3 \ \ o��'c Y.D. YARD DRAIN BOT STONE EL. 90.6 B T. UNITS EL. 91.1 /g l RL ROOF LEADER TO UNITS EL. 93.6 ED F00ANG DRAIN o STONE WALL P R. 6" PVC I / \ Co'C\ EX.CONTOUR LINE O V E R F L W PIPE 11 PR CONTOUR LINE \ \ x 10.8 EX.SPOT ELEVA770N O x f0.8 PR.SPOT ELEVAPON I \ TREE P R. 6" PVC0 I ROOF LEADER (TYP.) \ Ex. DRIVE T.B.R. & RE-VEGETATED Q G FFF ®U PR. CB �v4G�•1p RIM 9 4.9± o I I 4 FF�•4 0 F.L. TO CULTECS 92.8 1 5 9S0 F.L. OUT: 93.3 SUMP: 90.8 o � 0 / �tiv (12) PR. CUL EC RECHARGER 330XL UNITS WITH 2 ( ) %INSPECTION PORTS TYP /� PR\-'('TOVERED `a BOT. STONE E 90.3 BOT. UNITS EL. 90.8 j TOP UNITS EL. 93.3 `1ig� WALKWAY J PR. STAIRS\\ NOTE:UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS ENGINEERING DOCUMENT IS A VIOLATION OF N-{- - - TITLE MII,ARTICLE 145,SECTION 7209.2 OF THE NEW YORK STATE EDUCATION LAW. CD E X• SIGN TO - 9' 4 1 7 20 PR.STAIRS R.M.F. y. 1 3 11 6 19 PR.DRIVEWAY ENTRANCE R.M.F. B E RE-LOCATED \ 2 9 19 19 PARKING SPACE LABELS&DIMENSIONS R.M.F. k� L 8 8 19 PR.DRAINAGE R.M.F. No DATE DESCRIPTION DWG ZONE IS"R2-F". PR. ASPHALT PR. WALL W. RAILING REVISIONS /g/y, PRaecr BURIED UTILITIES(GAS,WATER)SHOWN HEREON ARE BASED ON SURFACE INDICATIONS N /��// T.W. 10 0.5± STORMWATER POLLUTION PREVENTION FRANGIONE ENGINEERING,LLC AND ARE APPROXIMATE ONLY. DRIVEWAY 7/1g PLAN FOR EDGEWOOD CONTRACTING CORP. CIVIL ENGINEERING P R. WALL � � B.W. 9 6.0 STRUCTURAL ENGINEERING ORIGINAL TOPOGRAPHIC INFORMATION OBTAINED FROM SURVEY PREPARED BY TC ,j� / 570 WESTCHESTER AVENUE(a.k.a.1 S.RIDGE ST.) LAND DEVELOPMENT MERRITTS LAND SURVEYORS,394 BEDFORD ROAD,PLEASANTVILLE,NY 10570 ENTITLED T.W. 101.0-I 6' 15 S ANAAN'RY LANE T 3 L' Fq RYE BROOK NEW YORK NEW CANAAN,GT 08840 "TOPOGRAPHY OF PROPERTY PREPARED FOR TAX LOT 57 SITUATE IN THE VILLAGE OF RYE Q F/? Sf (203)554-9551(PHONE) BROOK,TOWN OF RYE,WESTCHESTER COUNTY,NEW YORK",DATED MARCH 12,2018. V 0 Lr/ P R. WALL DRAMNG NAMF (203)966-6957(FAX) FRANGIONE ENGINEERING,LLC TAKES NO RESPONSIBILITY FOR THE ACCURACY OF THE B,W. 97,O Q j c�, 0o� ORIGINAL TOPOGRAPHIC SURVEY. TOTAL LOT AREA=7,398.6 SQ.FT. 0, qae + DRAINAGE ONLY PLAN OR 0.169 ACRES M �o/�h T.W. 101.8_ E ,tiF GRAPHIC SCALE c� B,W, 97.0 SCALE 1"=1D'"uNICIPAIN RYE BROOK SHEET No F mlTv NorE: to 0 5 10 zo a Are JULY 18 2019 SHEET 4 OF 4 S //II�� _-E Z Underground uun6es,mundfacilitiesutilities structures have been plotted from surface I�Mly be os and record sources.The ` �� R.M.F. SEC.135.83 BLOCK 1 ( , A l7 locations of all underground ugiifies are approximate only.Additionally,there may be other underground udlides Ne Q J 4 � existence of which is presently unknown.Any party u#liang the utility information arid data depicted on this survey _ LOT 57 2 shall call"DIG SAFELY NEW PORK'at 811 a minimum of forty eight(48)hours pdor to any construction activities to A. vedfy the location of underground utllnies. (IN FEET) d• 1 inch=10 ft. aEualne Y 1 ZIRYE BROl7F1O1RdAHLD I SRIDGES1RITWVAI11.0 I S WDGE WE R9DWG � FRANGIONE ENGINEERING,LLC 15 SNOWBBRRY LANE NEW CANAAN,CT 06840 FILM:No. 0806 I WMH DRAWING LIST TOTAL AREA = 2,324 SQ. FT. = TWO ; �� ( 1[Iv PAGE � USE GROUP FAMILY Z WOOD FRAME Q �saR o zozo C ON S T. TYPE _ 4- -� 1 ELEVATIONS UNPROTECTED Vpp�� "[�� 0 O --632..1„r`q Av 1rc e�A OW'AENT 2 FOUNDATION PLAN GROUND SNOW LOAD = 40 LB/SF P U W 3A 3B FLOOR PLAN SEISMIC DESIGN CAT. = C Z FILE COPY 3W BRACED WALL PLAN SOIL SITE CLASS = D WIND SPEED(vult) = 117 MPH d a 4 CROSS SECTION o 4H HIP DETAILS EXPOSURE CATEGORY = B 5A 5B PLUMBING PLAN FLOOD ZONE = NO 6A 6B ELECTRICAL PLAN FLOOR LIVE LOAD = . 1st FL. = 40 LB SF A 8 STD. NOTES & DETAILS c , 2nd FL. = 30 LB/SF J._ .. CLIMATE ZONE 4 (5832 HDD) 00 DESIGNED TO THE FOLLOWING: NOTES: .71 NYS UNIFORM CODE WHICH INCORPORATES BY REFERENCE 1. ALL ITEMS NOTED AS "B/P" REFER TO THE BUILDER AND/OR PURCHASER OF THE < o ( ) HOME. o Do o • 2017 UNIFORM CODE SUPPLEMENT, PUBLICATION DATE JULY 2017 (2017 UCS), WHICH 2. B/P SHALL BE RESPONSIBLE TO SUPPLY AND INSTALL ALL MATERIALS ON SITE IN c REPLACES THE 2016 UNIFORM CODE SUPPLEMENT (2016 UCS) ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS AND STATE AND LOCAL CODES �.Z Z • REFERENCES THE INTERNATIONAL CODE COUNCIL PUBLICATIONS 2015 IRC, 2015 IBC, Z o ( INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS: ALL PORCHES, DECKS, Z Z o 0 -> 2015 IPC, 2015 IMC, 2015 IFGC, 2015 IFC, 2015 IPMC, AND 2015 IEBC), WITH STAIRS, RAILS AND GUARDS, ALL SUPPORTING STRUCTURE FROM THE BOTTOM OF > _ af SPECIFIC CODE PRINTINGS, APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED THE MODULES TO GRADE AND BELOW, ALL PLUMBING PIPING BELOW THE 1ST FLOOR IN THE 2017 UCS. SHEATHING (INCLUDING CLEANOUTS), HOT WATER HEATER, ALL ELECTRICAL SERVICE a NYS ENERGY CODE (WHICH INCORPORATES BY REFERENCE): TO THE PANEL BOX LOCATION, ALL EQUIPMENT REQUIRED FOR HEATING AND c� It 00 cn • 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION COOLING OF THE RESIDENCE NOT INSTALLED BY WMH. a N CODE, PUBLICATION DATE AUGUST 2016, REVISED AUGUST 2016 (2016 ECS). ALL 3. B/P SHALL BE RESPONSIBLE TO COMPLETE TO FOLLOWING ITEMS PARTIALLY DONE F ~ N REFERENECES WITHIN THE 2016 ECS TO THE 2016 UCS, SHALL BE DEEMED TO BE IN THE FACTORY: INSTALL ALL REMAINING SIDING AND ACCESSORIES, CONNECT �' . 1 AMENDED TO BE A REFERENCE TO THE 2017 UCS. PLUMBING VENT THROUGH ROOF, CONNECT PIPING TO HOT WATER HEATER, INSTALL j� O W o 3„ • REFERENCES THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 IECC), AS GWB AT MATING LINE, INSTALL ALL WIRING AND BREAKERS TO ELECTRIC PANEL a,,,; I . I =Z-t PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, WITH SPECIFIC CODE PRINTING, BOX, AND LOCATE ROOF TRUSS TYPE SIGNAGE AT THE ELECTRIC METER (SUPPLIED 00 00 w w9} LlJ APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2016 ECS. BY WMH AND INSTALLED ON SITE BY B/P) _ co zwm • ASHREA 90.1-2013, PRINTING AS IDENTIFIED IN THE 2016 ECS. 4. ALL CUTTING, BORING, AND NOTCHING OF STRUCTURAL MEMBERS SHALL BE u o UoY �- • OTHER REFERENCED STANDARDS MENTIONED IN 19 NYCRR PART 1240. DONE IN ACCORDANCE WITH R502.7, R602.6, R802.7 OR AS APPROVED BY A w 3om (� o V) 2014 NATIONAL ELECTRICAL CODE QUALIFIED DESIGN PROFESSIONAL. oQw 0 NOTE: � _0 LOQQ C UNAUTHORIZED ALTERATION OR ADDITION TO -«-=N THIS DRAWING IS A VIOLATION OF SECTION 7209, �/ N� NOTES: ARTICLE 145 OF THE NYS EDUCATION LAW. w �'n 1. THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND o 0 n 00W CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS ON FILE WITH THE PROJECT ADDRESS 40 M DEPARTMENT OF STATE, UNDER SYSTEMS NUMBER M0659-2016-073. 568 WESTCHESTER AVE. c N> 2. ENERGY COMPLIANCE IS SHOWN THROUGH THE USE OF RESCHECK SOFTWARE AND IS IN RYE BROOK NY 10573 z �® COMPLIANCE WITH CHAPTER 11 OR THE CODE. , 0 0 3. BLOWER DOOR TESTING SHALL BE PERFORMED ON SITE BY A QUALIFIED HERS RATER IN WESTCHESTER COUNTY z w ACCORDANCE WITH N1102.4.1.2.RATING COMPANY TO BE USED IS SPRUCE MOUNTAIN INC. o �� W r 1 ®® 832 SOUTH ROAD, WURTSBORO, NY 12790. � 0 w z V 4. WHOLE HOUSE VENTILATION SYSTEM TO BE DESIGNED, SUPPLIED, AND INSTALLED ON SITE ANTHONY S. PISARRI, P.E. P.F.S. CORPORATION o _ m 0 BY B/P WITH A MINIMUM CONTINUOUS FLOW RATE OF PER TABLE M1507.3.3(1). WITH A DESIGN PROFESSIONAL 3RD PARTY INSPECTION AGENCY z -m MINIMUM CONTINUOUS FLOW RATE OF 45cfm. 3 ROSALIND DRIVE 1115 OLD BERWICK ROAD Q a �W 0 00 Q 5. THERE ARE NO LOT LINE SEPARATION REQUIREMENTS FOR THIS DWELLING AS LOCATED ON CORTLANDT MANOR, NY 10567 BLOOMSBURG, PA 17815 U' o�~ �W �� 0 O f-Q �_� THIS LOT. w � �� o0 0 ti;:-: (914) 739-6580 (570) 784-8396 w ,�Z az C/) D �M`V'�: z LLJ NOTES: 1.ALL EXTERIOR STAIRS,LANDINGS,RAILS,&GUARDS TO BE DESIGNED,SUPPLIED,AND z INSTALLED ON SITE BY B/P PER R311.7,312.1,&R303.8 0 2.ALL STAIRWAY ILLUMINATION AT EXTERIOR DOORS TO BE PROVIDED BY WMH PER R303.8. P 0 ui CL (n z 12 II 12 < 9 a_ �777 rml rml -H 11 r! LIJJI Eljjl FTTJ EIIII IE lo rm =1 rml =1 LLL]i LLLJl LLJJ El l LLLJl LLJJI LUJI EGRESS EGRESS EGRESS EGRESS EGRESS !E r! bi t; Ll > -------- ACCESS TO GRADE ON SITE BY B/P------------ co -- DffAMM FWN AVEMCE m CFbkK M MP(W IST FUM >- 10 BE.LESS 1Km erl-al. im 0 00000000 00000000 cy� C4 LAJ < 0 --, < 000 00001 0000000 LLJ c\j F- C14 0 RIGHT ELEVATION 0 0 FRONT ELEVATION 'v"'z 6 z z 0 2 2 0 0 af C) Ld 0 *SIDING & WINDOW TRIM BY B/P z F- L/), SHUTTERS Z) > AZEK TRIM NOTED ON SITE BY B/P P- C-3-t 00 =40*�(n IL U-)(D DeD cn CD W--"d 04 PLUMBING VENT Li STACK J of 00 L3�- NOTE: >V)to VENT FLASHING SHALL BE af <LL) F- 00 af uj2-INSTALLED AT VENT PIPE w 00 w �-cr>- U PENETRATION PER R3103.3 C3-6 x (n z 7-F 0 (3� ::)y -lz LL- C) moo z � ------- Z L'j LJ 0�(f)(f)o 0C)3: lz !E tn tf)<W LEA z < 00 EGRESS EGRESS AZEK TRIM ON--,,, EGRESS U) in! SITE BY B/P Ld 0-) C3 00 0 C�3 Ln 10 rz)i0 0 �I > T-0 S O bLd W 0 Ld pi �® AZEK TRIM ON � SITE BY B/P Q Ld ®® F- Lo LLJ 0) < REAR ELEVATION LEFT ELEVATION co Z)o-j a'fo',� of 3::�i F-WC4 co CD 00 Z<Z) 0 I.—< 0 w- (17 w LL Z On- (n o 3:Z LAJ D =)0�: 00 42'-0" 0 1,126#/LF 7 (n J U Q Z F- W C.� wP WP Lu Q GF1 GF1 -------------------- ------------------------------- -------------------- Z O �- - ----------------� ------------------------------- - i �Ld w I I FOUNDATION WALL I I I I I I I I a I I FOOTING I I I I O � Z — I I O STAIRS AND POST DESIGNED I I STAIRS AND P DESIGNED O I I I I S/L &CONSTRUCTED BY B/P &CONSTRU D BY B/P S/L o i UP UP T I Q a �m GARAGE i i GARAGE ui m� 3'-2"i o. i Q N Q ALL FIRE SEPARATION BETWEEN I I ALL FIRE SEPARATION BE N q N X J GARAGE AND BASEMENT//HOUSE I I GARAGE AND BASEMEN OUSE J X I I m ABOVE TO BE DONE ON SIfiE BY B P I I ABOVE TO BE DONE TE BY BA�P I o I I I *B/P TO INSTALL(1)LAYER OF 5f8" I I *B/P TO INSTALL AYER OF 5/8j I I LjJ i E'X'GWB ON WALLS AND CEILING* I I E'X'GWB 0 ALLS AND CEILING* --e- I LLI I I -COLUMN FOOTING OOTING -IIIIIIIIIjIIII IIIIIIIIIIjIIII U) LALLY COLUMN F- [SEE NOTE BELOW] [SEE NOTE BELOW r' 1p I STEEL BEAM BYB/P STEEL BEAM BY B/P 0- -I - I N L J L -J t2 t2 L J L 14—0 2-5' 10111, 3'-7' T-5'-5" '- 5-7 5-5 3-7' -0 I W 700#/LF ,588#/LF 11 1 1,588#/F 700#/LF 6'-5" 14'-7" 14'-7" 6'-5" 1,588#/LF 1,588#/LF 9'x7'OHD 9'x7'OHD BASEMENT ------- BASEMENT Qacr.)M` Li O o00o CA <IT N co p o z I I GOB i t I i ; I I z z I I p�P I I I I I I I I Z - 0 ------------- -----------�.-� T �- I; 1 1; --- I I c w 0 1 =2,454 P=2,454 HEADER BY B/P HEADER BY B/P P=2,454 P=2,454 1 0 --- ----- ------ ------------------ ------------------ ------------- --- j Ln L dM dM C>-t 00 rn rn 3'-3" 3'-3" -4 1/' a N co 0 I c� 21'-0" 21'-0" I- O cV 1,126#/LF 1,126#/LF w E>-00 J w >W� V 6 B/P TO PROVIDE REQUIRED ��oco GRADE LEVEL EXTERIOR WP/GFI'S PLz a x W W= - ZV) cnoo O>30 3 3=m ZOO FOUNDATION NOTES: 0) m oQw 0 1)THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. In InQir COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE CONDITIONS,APPLICABLE N LOCAL AND STATE CODES,TO BE REVIEWED AND APPROVED BY A REGISTERED Cn M ARCHITECT OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. _� l- o� O 2)THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN,CONSTRUCTION AND p (�!) 00 CODE COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING(BUT NOT LIMITED TO) STRUCTURAL,PLUMBING,ELECTRICAL,HEATING,ENERGY CONSERVATION AND FIRE SEPERATION. CV M 3)MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6"x 2'-6"x 10"DEEP. STEEL BEAM AND ALL REQUIRED ,�Z 4)CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. SUPPORT AND CONNECTION/FASTENING ~ �® 0 0_ 5)LALLY COLUMN SHALL BE MINIMUM 3 1/2.0 STEEL PIPE. DETAILS TO BE DESIGNED BY NY PE/RA& INSPECTED BY LOCAL CODE OFFICIAL �0� ®® 6)FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER(SUPPLIED AND _ L�iJ INSTALLED BY B/P PRIOR TO HOUSE DELIVERY AND SET). THERE SHALL BE NO _ or� PROTRUSION ABOVE TOP OF SILL PLATE. m 7)THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR ENCLOSING THE BASEMENT •• wp p 00 0 STAIRS AND INSULATING THE BASEMENT STAIR WALLS IN ACCORDANCE WITH ALL m[`' ti - I APPLICABLE ENERGY CODE REQUIREMENTS O J w �Q p0 ZO..p II L�Ul 3z LLJ O w1+ r DO 42'-0" Cn } 8'-2" 7'-10" 10'-O" 7'-10" 8'-2" __J U Q Z W ♦-- EXT.R/H VENTS THRU LIJ Q 2,917# CAB TO COUNG,OUT 2,917# � (2)2xfi 2-DH 056T CN 35 REAR OF HOUSE CN 35 2-DH 056T (2)2x6 Z � O cw24,az, 442 � sa2J 00 I J OO L,sa Ld I U DW PREP CAR i CAR DW PREP LIJ SB36 SL SL s636 'o N O $3�AIA IA, DP to of DP 3',8 3 O z Z_ UP DBX1000 3 m I"' I m �4 DBX1000 UP *SINK&FAUCET B B/P* *SINK&FAUCET B B/P* *C-TOP BY B�P* I I 0 *C-TOP BY B/P* _3'-6"_ *RAISE CAINETS 314"* �� ;� *RAISE CABINETS 314"* I Q Q I 0 *DELUXE CONSTRUCTION* I of *DELUXE CONS UC11�10N* 0 I N m KITCHEN DINING ()0 KITCHEN DINING N o 11-10 x 13-4 o Ia aI o 11-10 x 13-4 3•_p" h m to oI "'m r- U376-C I"> "�I I r SEE r LLJ AI W I� a U) 3,561 "'I P' 3,568# �� i� ��* (4)2x ($x3 Cl --- 00 - 2 2x8 2 2x8 N 2,107# 2,244 (1)9 1/4"MICRO-2ND FL[EA.MOD] (1)9 1/4"MICRO-2ND FLEA.MOD] 2,244# 2,107 W`r� �232x4 �2�2x � � �232x4 �2�2x O Or s .r V30 O O V30 d `?`1 O CV *RMAIIISE AAN* *Rwc 3%4N. CV C) ..__ 00 �1)0 Cy) O ——————— ——————— O -C\I (D 2-D20 2-)20Ld 1-o°cy° Q Q L LIVING ROOM LIVING ROOM � �`' 0 = 14'-7 1/2" x 13'-0 1/2" 14'-7 1/2" x 13'-0 1/2" U376-C �` O SFE O Z Z I ETAI I F O 2,4541 2,454 2,454# 245x4 V) Li a w(2)2x (2)2x## 2 Yci v D 30 DX30 DH3056 DH3 56T DH3 56T DH3056 a C>`O_00 rn 4'-0" 6'-3" 6'-3" 9' 0" 6'-3" 6'-3" 4'-0" a N CCU .2 co 0 I 21'-0" 21'-0" ►- C L cv w L E>-0000 Li w >V) _J 3 UNIT 1 UNIT fff- V =z� of �. NOTE: UNIT 1 IS TYPICAL FOR BOTH UNITS `� �' r w w=Z *ANDERSEN 200 SERIES WINDOWS* �w Woo 0 30 —ZIP SHEATHING ON EXTERIOR WALLS co oQLLI —OSB SHEATHING ON MATTING WALLS 0 0 <o� L Q' —SOLID SMOOTH 6 PANEL DOORS X d —UPGRADE TRIM V)�M NOTE: __J a> 00 ALL WINDOWS WITH A SILL HEIGHT LESS THAN 24" ABOVE FINISHED FLOOR AND WITH A EXT. HEIGHT OF0 OD v rn� GREATER THAN 6'-0" TO GRADE SHALL BE EQUIPPED WITH FALL PROTECTION SUPPLIED AND INSTALLED ON 0 SITE BY B/P IN ACCORDANCE W/R312.2 N S'o LIGHT 8c VENTILATION SCHEDULE SF U 376 Config. C 3 16 or 24 o.C. 1 1 HOUFIRER 5 SOUND ®® ( ) 0-ENERGY STAR COMPLIANCE- W ®® LIGHT VENT *CAULK UNDER ALL EXTERIOR WALLS* 0�cn ROOM AREA *SEAL ALL WIRES PIPES AND VENT PENETRATIONS IN U REQUIRED SUPPLIED REQUIRED SUPPLIED FLOORS,CEILINGS AND EXTERIOR WALLS* _In 3: W *FOAM GASKETS TO BE INSTALLED TO ALL EXTERIOR :E Iz LIVING ROOM 191 15.3 47.2 7.64 27.08 WALL OUTLETS* 4 ��m KITCHEN/DINING 158 12.6 31.6 6.32 20.74 *WALL INSULATION TO BE INSTALLED SPLIT AROUND 1.WOOD STUDS:nominal 2x4 spaced 16"o.c.or 24"o.c. 0 00 s WIRING AND ELECTRICAL BOXES—NO GAPS* 2F.WALLBOARD,GYPSUM:5/8"thick 4 ft wide Type'X','C',or'G'applied either horizontally or vertically to one side of the assembly,nailed to studs and bearing �w O o lutes w 6d cement coated nails 1 7 8 m.Ion 0.0915 in.shank diam.heads spaced 7 in.o.c.Finish rating 27 min. �-d I- ti I *INSTALL MATING WALL GASKET* P / / g' P 9 J Q0 3.JOINTS AND NAILHEADS:Panel joints covered with paper tape and two layers of joint compound.Screwheads covered with 0_ w *LOW EXPANSION SPRAY FOAM INSULATION INSTALLED two layers of joint com ound. �� w� ai r` AROUND DOORS AND WINDOWS* 4.BATTS AND BLANKETS:*Glass fiber insulation,3 112"thick,min.density of 0.90 pcf,with a flame spread of 25 or less and a smoke �fj) p�0O..O II developed of 50 or less,friction-fitted to completely fill the stud cavities. LL_Z O� Q� (LOAD-BEARING) *(OPTIONAL) 0ZLJ Im� 00 42'-0" 10'-9 1/2" 10'-3" 10'-9 1/2" 5,_1 _J Z Q W Li 2,917# 2,917# Q _ (2)2x6DH3 49T DH3049 DH3049 DH3 49T(2)2x6 z �— (EGRESS) (EGRESS) � � qnn0 -'1 0 O � w w W W mQo O V48 V480 -Qm F— mof o`m Zm� 9, *RAISE V N N 'RAISE V Q��/�mZ O Z �p< �\ 4 3/4V* BEDROOM 2 BEDROOM 2 a- 3�4 .��r� 0�� z w � t w H Q \pp 9'-3" x 10'-9" 9'-3" x 10'-9" c _J D24 /D2 ti� J Q Q c> '-7 1/2" us7s-c 3'-7 1/2" c> C) (I x z sEE z x Z p w PE Al w QOf a I __ __ I _JN 1 " N (� N 14?x I o o Ifi x�l LLJ INN 9 NCI rn LLJ o ICI BP50 BP50 ICI o M Z IQ N I IQ N I Z 'o 11/ I _ , I 1/ I — —987 —— ——-987 — I 1/ I r�_e 00 L—v—J 2 2X 2)2X L—V—_JD262,107 x4 POS x4 POSN rn N (2)2x IN ATTI N ATTIC �2�2x Z -4- N 2 2x4 u37s-c2 2x4 N d \ 7 y o w / SEE \ ( Cn w o ,,►:' = w �4�ISHI AI �4S%HOWE' w = W �„✓ Q N N Q C14 it 0_ V60 V60 % v D14 D14 00 LINEN LINEN \CQO w -00O O O O w M 'fR BDRM , , MSTR BERM o 12—3" x 13'-0 1/2" 12'-3" x 13'-0 1 2" I I / N I I N \ 6 O v o I I o 2)2xg(Ec SS) (2)2x (EGRESS) I I w 2,454 2,454 (EGRESS) (2)2x (Ec ESS)(2)2x a 0 DH3049 DH3049 DH3 T DH3 4 49 F9T DH3049 DH3049 (2)2x10 HEADER (2)2x10 HEADER U�'00 4'-0" 6'-3" 6'-3" 9' 0" 6'-3" 6'-3" 4'-0" o I �N(0 to 01 (n I w L N w > ' 3 to � Qw� U � =Z UNIT 1 UNIT 2 � 000o NOTE: UNIT 1 IS TYPICAL FOR BOTH UNITS `� M } � �� w w=z -v N v)oo ® 3 3 3�m O *ANDERSEN 200 SERIES WINDOWS* —ZIP SHEATHING ON EXTERIOR WALLS 'ate _v CA—OSB SHEATHING ON MATTING WALLS cn fn —SOLID SMOOTH 6 PANEL DOORS LL a> co cn —UPGRADE TRIM C O 0 } O OD Ln a> o N� �c),-;D N} 0 LIGHT & VENTILATION SCHEDULE(SF) U376 Config. C 3 1s or 24 o.G. 1 'L FIRER 5 SOUND ROOM AREA LIGHT VENT U�� REQUIRED SUPPLIED REQUIRED SUPPLIED m =Ln W MSTR BDRM 160 12.8 29.7 6.40 17.28 4 3:�m BEDROOM 2 99 7.9 9.9 3.96 5.76 1.WOOD STUDS:nominal 2x4 spaced 16"o.c.or 24"o.c. _ 2F.WALLBOARD,GYPSUM:5/8'thick,4 ft wide Type Y,'C,or'C appplied either horizontally or vertically to one side of the assembly,nailed to studs and bearing w w O O plates w/6d cement coated nails 1 7/ in.long,0.0915 in.shank diam.heads spaced 7 in.o.c.Finish rating 27 min. MF— ti I 3.JOINTS AND NAILHEADS:Panel joints covered with Paper tape and two layers of joint compound.Screwheads covered with 0—i two layers of joint cam ound. 2 ^l I 4.BATTS AND BLANKETS:*Glass fiber insulation,3 1P2"thick,min.density of 0.80 pef,with a flame spread of 25 or less and a smoke Ln 1= p��O..O developed of 50 or less,friction—fitted to completely fill the stud cavities. ~�Z 0z LLJ (LOAD—BEARING) *(OPTIONAL) 3 a a 00 WALL A 0 3'-7)' 7'-9 1/2" q:-5 5/8W-5 5/8" 7'-9 1/2" 3'-7" C) Design Parameters U) A 12" -J 1:3 #Stories 2 LLl OSeismic Design Category B LQA O Wind Speed(3 Second Gust) 117 LLJ < CIS! Wind Exposure 8 C) Stories Above Grade 2 Z Wean Roof Height 29.3 ft 0 04 Eave to Ridge Height 11.6 it Roof/Ceiling Dead Load 12 psi LLI 0) 0) LLJ GWB on Interior of Walls YES 13- 1 Wall Bracing Requirements-2015 International Residential Code 0 V) 71) Z Braced Wall Lines-Ranch,Cape,or Second Story 4— Wall Bracing North/South Direction Wall Height: 8 ft Adjustment Factors:CS-WSP WALL BRACING THROUGHOUT ',Wall height Factor Walls Factor Exposure Factor Eave Ridge Factor L—J Li 0.9 1 1 13 —J Wadi Line Spacing Required Braced I Required Braced Braced Walls Blocking Required C) a00 00 Wall(ft)Tabulated I Walls(ft) Adjusted Provided it at Horizontal Seams Wall#1 42 6,8 ftB.o it 20 ft NO Passes < N Wail#2 42 6.81ft 8.0 it 20 ft NO Passes Wall Bracino East est Direction Cf) Requiredace quire race race S Blocking Required a Wall Line Spacing Wall(ft)Tabulated Walls(ft) Adjusted Provided(it) Horizontal Seams 1.1-1 Wall A 27.6 4.641ft 5AIft 29,71ft NO Passes LLJ 0Wail B 27.6 4.641ft 5.41ft 23611t NO Passes U) Braced Wall Lines-First Floor of a Two Story dr4 0) N C14 0) Wall Bracing North/South Direction Wall Height: 8 It 00 00 Adjustment Factors, 0 Wall height Factor Walls Factor Exposure Factor Eave Ridge Factor 0 -------- 0A Required Bracing Required Wall g Required at Braced Wall(ft)Tabulated Bracing it Adjusted Provided(it) Horizontal Seams 0 -0 Wall Line Spacing Walls Blocking Wall#1 42 1 13.1 1 ft 1161ft 21,61ft YES Passes L.J Wall#2 42 1 13,1 Ift f 13.61ft 21-61ft YES Passes IL Wall Bracino EastAVest Direction ------------ Required Bracing Required Wall Braced Walls Blocking Required at C', Wall Line Spacing , i Z811 Wall()Tabulated Bracing(it)Adjusted Provided(ft) Horizontal Seams (. "S-3 2'—11) 2'-10�1/8" 3'-3" 2'-6"/ Wall A 27.6 8.90 ft 9.21it 22.41ft NO Passes I Wall 8 27,6 8.901ft 9.21ft 22.91ft NO Passes co 42'-0" 't 00 Li WALL B <0 N -C-4 00 00 6 WALL A 6 Z 42'-0' Z 0 5'—1 1 1/2�,3'-1 V2" 0 3/ 5'—1 D > 0. 00 171- UM co 0 C.9 w cif C14 L C\I --------- ---------- E>-00 1-1 ---------- -J Lj ----------- < >Mrl) C) 04 W W -<.r- 0 0) 0 W woo 00 - �2 F-W I--W Lip>- _0 V) (n X W WMZ 0 0=iY IN I--00 V) Milno 11.11.1 LLI W 3: 3—M -60 —J LLJ C, 00 0�<e>w 0 M 1 -4 —J 0 MI 0 00 M C14 a Lr)M O 0 C-) 0') C3 00 0 En W Q>1--� 201 U') 04 1 0 C:) 0) 0 0 0) ILLJ �® 0 LLJ ry CK �®C) to 0)LLJ ------------ --------------- 00 3"-3- S-3" 0 2'— 778- D 42'-0" 0 0 LJ Cr) 00 Z(Z C) <Ln 0 of 2:3 tii--, LLJ Li-Z 0 n-U) ll U) o 3,Z UJ WALL B D 0 0� t�l:1 1 TRUSS BLOCK DETAIL 2x6 BLOCK BETWEEN EVERY OTHER TRUSS w/ SEE PAGES 2, 3A, 313, 3W & 8 FOR 3r16d FACE-NAILS AND 3 16d END-NAILS AT ADDITIONAL FASTENING REQUIREMENTS ACH END OF BLOCK U Z W Q Z O_ CONT RIDGE VENT 18 inZ/LF F- (3)12d NAILS®16"O.C. (4)12d NAILS U W (4)12d NAILS®16"0.C. 376- N (9)12d NAILS Z ETAI 12 TRUSS TRUSS s� TYP ROOF a :59 THIS ATTIC SPACE 30 YR SELF-SEALING FIBERGLASS SHINGLES PRE ENGINEERED&CERTIFIED ROOF u IS DESIGNED OVER 15#ROOFING FELT a TRUSS DESIGN SPACED®16"O.C. FOR STORAGE OVER 5/8"AGENCY RATED SHEATHING BITUTHANE APPLIED CONTINUOUSLY o TO EAVES FOR ICE SHIELD 64 R38 INSULATION I-V) 376- W/VAPOR BARRIER =� LU26 HANGER ETAi AIR BAFFLE BY WMH ®CLEAR SPANS COMPRESSION STRIP 2x6 SUB-FASCIA TYP INTERIOR WALL 5/8"CEI fNG GWB _'—ALUMINUM FASCIA of SEE TRUSS BLOCK DETAIL [2]2x4 SPF#3 TOP PLATES (1)LAYER 5/8"GWB :c VINYL SOFFIT 10.7 in2 ft2 VENT ON EACH SIDE 2x4 SPF#3(�16"O.C.STUDS / 2x4 SPF#3 SOLE PLATE 37s- Li IL 0 1/2"GWB BOTH SIDES �� ; TYP EXTERIOR WALL ELA bo [2]2x6 SPF#3 TOP PLATES (1)LAYER 5/8"GWB 2x6 SPF#3 @ 16"OC STUDS ON EACH SIDE 2x6 SPF#2 SOLE PLATE 1/2"GWB INTERIOR SIDE R21 INSULATION WITH VAPOR BARRIER 0, " (1)HOUR FIRE o In 2x10 SPF 2®16"OC FLR JST 1/2 AGENCY RATED SHEATHING EXTERIOR SIDE SEPARATION � w w R-12 RIGID FOAM INSULATION # WEATHER-PROTECTIVE BARRIER / �+ o o IN FLOOR PERIMETER MAINSTREET VINYL SIDING WALL BY B P o TYP MARRIAGE WALL 5/8"CEILING-� R21 BATT INSULATION 2x3[2]SPF#3 TOP PLATES GWB _ IN CEILING PERIMETER 2x3 SPF#3 @ 12"O.C.(1st FLR) 2x3 SPF#3 @ 16"O.C.(2nd FLR) p O zo Y 1/2"AGENCY RATED SHTG.MAT.SIDE 9 o v V) w= o r 16d COMMONS > > _ 0 1/2"GWB INTERIOR SIDE o w 2ND FL TOE NAIL®6"ac < o � �'a oo 2x3 SPF#3 SOLE PLATE _ ui co� �- 1ST FL CLG n �_ 8d COMMONS U d'00 AGENCY RATED SHTG. 2I z z ALO®G BAND ° N O 12d NAILS TOE-NAILED®6"O.C. �a 0 TYP SUB-FLOORING 3/4" IWA o 2x6 PT SILL PLATE m N CV 2x10 SPF 2®16 OC FLR JST w o r7 (SUPPLIED&INSTALLED BY B/P) F w 0 r 00 Q R-19 FIBERGLASS INSULATION w jv~i� 0 3 j a TO COMPLY W/ENERGY CODE m Qw� U = ) 00 � (INSTALLED BY B/P W/VAPOR o m w w�� ai 04 0 BARRIER TO WARM SIDE) 9>, 0 ofz N ��z —0x ow = _� FOUNDATION WALL-_"' °' ,� j= U Imo- I-oo •��'' I LALLY COLUMN SUPPORTS Z w wv)o C>3 0 o &STAIRS - u�m O W m BY B/P � ccoo Ow o Q) Z Z _ 1 � I FOUNDATION FOOTING V' Q J -�=cV Q cn�M f— � c 00�COLUMN FOOTINGw FLAMESPREADFLAMESPREAD NOTES: r n > 1.WALL AND CEILING FINISHES SHALL WINDOW/DOOR NOTES: O 000 PERIMETER BEAM DETAIL HAVE A FLAME SPREAD INDEX OF NOT 1. ALL WINDOWS AND DOORS TO BE L w GREATER THAN 200,PER R302.9.1 INSTALLED PER MANUFACTURE'S O o m 2.INSULATION MATERIALS SHALL HAVE INSTRUCTIONS FOR ANCHORAGE PER cv A FLAME SPREAD INDEX OF NOT R609.7 cn W N> O GREATER THAN 25,PER R302.10.1 2. MULLED UNITS TO BE INSTALLED I— W Z ®® PERIMETER BEAM (2) USING(1)2x4 SUPPORT MULLION PER O F- 2x10 SPF#2 w/1/2" ANDERSEN COMBINATION DESIGNS FOR z 0� PLY. EACH MODULE JOIST/HDR NOTES: 400 SERIES D/H WINDOWS AND WILL O Ld ®® 1. ALL FLOOR JOISTS ARE 2x10®16"O.C. SUPPORT A PRESSURE OF 42psf 0 U r 1 1/2"�b BOLT&NUT SPF#2 PER TABLE R502.3.1(2)W/MAX U 3:ui v &WASHER®32"O.C. SPAN OF 15-5". Q - M WW FLOORS, 48"CLG/ROOF 2. ALL WINDOW/DOOR HEADERS ARE WIND PRESSURE FOR WINDOWS/DOORS Aff [2]2x10 SPF#2 PER TABLE R602.7(1), [PER TABLE R301.2(2)]IS-19.Opsf z m $"x8"STEEL PLATE&LAG BOLTS UNLESS OTHERWISE NOTED. Q wo 00 O BY B/P. PLATE THICKNESS F- a~ DESIGNED BY OTHERS. oOJ} � �w LALLY COLUMN W ��Q o�-LLJ O..O II � �D Q� r a PEAK INSERT 2x8 RIDGE } BOARD 0 TOP CHORD SEf PtAN8 Z I 2x3 LEDGER SPF#2 POST- SEE PLANS Q 2x8 SPF#2 END BAND Z O SPF#2 RAFTERS U (SEE PLANS) Ld TRIB LOADING d ML IN HIP PANEL AREA Z (SEE PLANS) — ii HIP PANEL MICROLAM FASTENED TOP CHORD HIP BEAM w/(2)16d'S®16"o.c. �\ co Q TOP CHORD HIP BEAM -SEE PLANS U') d r- 0 I � PLATE FASTENED TO BANDS _ w/(2)16d'S @ 16"o.c. I- 1 2x4 SUPPORT POST C�PANEL CORNER f 2x4 SUPPORT POST @ PANEL ` CORNER FASTEN TOP&BOTTOM OF POST TO HIP PANEL&MICROLAM ��r BEAM w/(3)16d'S TOENAILED& Q ►' ''' 1 HIP FRAMING DETAIL (2)1 1;/4"x2Oga STEEL STRAPS w/ Qj } (7)6d NAILS EA END ,.. ML CROSS BEAM- SEE PLANS W O ;; a '',:t, TYPICAL ROOF PLAN ` SERIAL NO 1s19s Beam Calculations-Truss: CCB63101 \1nin House �o � Microlain Design Values SPF=2 Desigtl Values Forinulas used in.Calculations o Fb= 2915 psi Fb= 875 psi A=(bXd) AR-vQD='-'Max ShearT,' IUgr,(TL)=An(L875)(Wjt jjE Ca 6 Fv= 285 psi Fv= 135 psi S=(15)(d)'/6 S-uQD=12(4)-l8(Fe) InQD(LL)=ALL(t.875)(WT XL)',E 4\ FASTEN TOP OF POST E= 2.000.000 psi E= 1-400.000 psi I=(b)(d)'/12 6 0 Z TO HIP PANEL AND ROOF TOP z F CHORD BEAM w/(3)16d'S Benin 1: Location:Hip Beam ROOk�ATTIC Walk-up 0 < o (if iE TOENAILED&(2)MMH8 STEEL - STRAPS w/(5)6d NAILS EA END Trib Area:68sf:LL=40psfx.'x1.3=36.4psf Total Load:46Ax 68=3155=,,13.8 ft=288pif:LL=2475=/13.8'=180plf iL Loading Parameters: Beam Tigre; Loading Conditions: U 00 SUPPORT POST Loading Condition: 8 (somcover sheet) 11 (W'forty icrolam) 11'TL= 288 plf 07 in ©PANEL CORNER ° -N W Length of Beam: 13.S fl=L ("S"for SPFft2) 33 i I= ISO plf �W Beam Location: lI ("M"for Mate Line) C i(4 MODULE BAND AND/OR MICROLAM t,.t Ld CROSS BEAM ("E"for Extenor) Max Shear=311 216s= 198711as Max Defl(TL)=L(1')ISOm= 0.42 in � E Support�1 all Height: 8 fl Max Moment=WL'/8 ft-Itss= 6856 ft-lbs hfas Dell(LL)=L(12)'40 in= 0.69 in w jtn 7 O 3 t j FASTEN TOP&BOTTOM OF POST TO MODULE U =z BANDS AND/OR&MICROLAM BEAM w/(3) WQO 0000 SHEAR AND UPLIFT CONNECTIONS ( ) / g Slembet.�nahzed: �$ireolatn Beam PASSES 1Iicrofatn stljusnnent Factors Adjusted lIicrolam Design Values t't 16d'S TOENAILED& 2 1 1 4"x20 a STEEL v~i V)of z ,/V/'` x STRAPS w/(7)6d NAILS EA END uanlits Deptii CD(tb)= 1.15 Cuff,)= 1 Fb= 3363.3 psi = _� a5 O UPLIFT CONNECTIONS: 2 2x 9.24; in CD(fe)= 1.15 F:= 327. U U0Y is UNIT LATERAL LOAD FOR ROOF: 123.2PLF cF(fv)= 1 E_ +,aoo,00a i w w�� 3 0 TABLES 2.5B- WFCM- INTERPOLATED FOR 16feet 3- 3' M 1 WORST CASE LOAD: 16'HIP 9:12 ROOF PITCH Required Properties Of Beam Required Posts 2" rY oCk�rn .k- 27.8 m=> �(&EQD)= 9.09 in 33% Cn =«� -�¢� W N POST CONNECTIONS: i—=N S= .42.8 m'> S(,EQD)= 24.5 in; 57% 2b;3's=3 — TRANSFERRED TO BOTH POSTS(DOUBLE LOADING) 00 I= 1:97.9 n4> ITL(-UQD)= 12%.91in' 65% or2x4's=1 a Q � to 123.2plf x 16FT= 1971.2# c� SINGLE SHEAR CONNECTION VALUE FOR: ILL(zaQD)= 106.44 in' 54% or2x6's=1 Q 0) _� 0K. 6d NAIL IN 20go STEEL=72#EACH O N (D, USING SIMPSON COIL STRAP-CS-20 LO W t� MAX TENSILE STRENGTH OF 1-1/4'x 20go STRAP: 1030# 0 ,, (D NAILS REQUIRED FOR MAX LOADING OF:1000#/72#= 14 NAILS HIP FRAMING MEMBER CHART (n Ld N>_ NUMBER OR STRAPS REQUIRED: Framing Members for 12'Module Framing Members for 14'Module Framing Members for 16'Module w Z ®® 1971.2lbs/1002lbs=1.96=2 STRAPS 4 EA CONNECTION Snow Load Hip Beam Top Chord Rafters Rafters Hip Beam Top Chord Rafters Rafters Hip Beam Top Chord Rafters Rafters O I-_ PLATE TO PLATE CONNECTIONS: zO ®® UNIT LATERAL LOAD FOR ROOF: 123.2PLF 0 U� FACE-NAILING: (n 30psf (1)71/4"ML (1)2X8 2x6 2x6 (1)71/4"M (1)71/4"M 2x6 2x6 (1)91/4"ML (1)91/4"ML 2x6 2x6 � �� U SINGLE SHEAR CONNECTION VALUE FOR: < = W 16d FACE NAIL IN 1-1/2"MEMBER: 191lbs 50psf (1)71/4"ML(1)71/4"ML 2x6 2x6 (1)91/4"M (1)91/4"ML 2x6 2x6 (1)111/4"M (1)111/4"ML 2x8 2x8 z m NAILING REQUIRED FOR SHEAR/UPLIFT CONNECTIONS 191lbs/123.2pif=1.55ft. (Z> t0 SPECIFIED:(2)16d's®16"O.C. = 230%CAPACITY l7) DOJ <CK w..ice 3::2 ``F-LLJ � POSTS ARE SUBJECTED TO GRAVITY AND UPLIFT LOADING ONLY. SHEAR LOADS Lv "1-Q~ o0 z-(Z.) C)tnZ ARE CARRIED BY THE ROOF DIAPHRAGM AS CALCULATED ABOVE: v LL_ 3� Qr U `� 00 42'-0" (C >- J U Q Z � W C� LLJ Q 1 1/2"V TO 1 1/2"V FROM 0 2ND FL 2ND FL Z � O F U LLJ SUPPLIES DW DW SUPPLIES L1J 3"D FROM KIT SINK KIT SINK 3"D FROM [-- 2ND FL 2"p I 2"p 2ND FL o Z o: 1 O 1 1 1 1 1/2"V I I 1 1/2"V 1O :o z }— I ----------- I I ----------- I I I I r ----------- I I I I ----------- Q Q 111��111 ; KITCHEN/DINING ' ' KITCHEN/DINING ; o I WASHER I I WASHER I Q �_ 1 /2"V I I 1 �2"V i U) O 0 W 1 1 2 0 I 1 1 2 V 0 W 2ND FIL I 2ND FL (n SUPPLIES I I SUPPLIES 3"D FROM I I 3"D FROM ♦�% 2ND FL 2ND FIL - - - - � 4 i� UJ N i 2"FV 2"FV s W i. LAV C W LAV 0- 1 1/2"D 3"D 3"D 1 1/2"p 2"V 1/2"D&2"V 2"V1 1/2"D& 2"V 1S L1C` 2"D FROM 2"D FROM s 2ND FL 2ND FL o 0 CIO N W�pp W LIVING ROOM LIVING ROOM � 0 Z U Y � U J D > _ Q W () 0_ 1 1/2"V TO C-> 00 o J 2ND FL In,rn n- z CV tD 1 1/2"V TO `1� o I 2ND FL oN > 21'-D" 21'-0" �' w L oN10 2ND FL Uj 2"V TO \ J L �— w >cnr) 3 u7 fro UNIT 1 UNITS of U c� =z00 �0 20 NOTE: UNIT 1 IS TYPICAL FOR BOTH UNITS SUPPLY DIAGRAM =1.1 �z z pZ c 6'U UDy' C LL— WASHER > *ANDERSEN 200 SERIES WINDOWS* vlEw A — NTS ; (000 �C�o 3 2"D FL = FLOOR LINE � : o DW KIT SINK M 00Ow>- = 1/2 SHUT OFF VALVE _o COLD CL }=N LAV >2"D > 1 1/2 KIT Cn rn 1 1 "D& 00 c� 2'D FROM WASHER SINK DW WC LAv ------- HOT N^ N 2 ® U rn� ND FL O Camn 00 WC� T T T 1/2" p 3"p I I I ► TrP TABLE P2903.2 —1 E D WV DIAGRAM i i i i MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND N>- FL I I I I FIXTURE FITTINGS z ~ ®�VIEW `A' - NTS N I I I I PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY V) D = DRAIN ry w ®® V = VENT ■-____. Lavatory faucet 1.5 gpm .��at 60 psi C � � FV = FUTURE VENT DRAIN BY B/P Shower head(including a handheld shower spray) 2.0 gpm at 80 psi _U-)w V— SP = STAND PIPE DRAIN BY WMH Sink faucet 2.2 gpm at 60 psi — �M m DW = DISH WASHER VENT BY B/P Water closet 1.3 gallons per flushing cycleb WC = WATER CLOSET �� 0 00 0 VENT BY WMH For SI: 1 allon=3.785 L, 1 allon er minute=3.785 L m, 1 ound er s uare inch=6.895 kPa. D a�•,C� FC = FIELD CONNECTION BY B/P g g p p p q >of �W B P = BUILDER PURCHASER a. Compumption tolerances shall be determined from referenced standards 0>- o z II / / b. The flush volume for a dial-flush water closet is defined as the composite,average flush 1-Q o��oO CDvolume of two reduced flushes and one full flush. I�-z 3Z CS adLn 00 zttz 42'-0" U) } � U Q z I-- W C.D W Q 1 1/2"V FROM 1 1/2"V FROM 1ST FL 1ST FL z o � F- B/SHO WC WC TUB/SHO W 1 1/2"D 3"DL 3.1) 1 1/2"D LEI 2"V LA LAV 2"V I- 2"V 1 1/2"D 1 1/2"D 2"V O z V 11/2"v BEDROOM 2 BEDROOM 2 ''/2"� �-_3 3"D TO 1 1ST FL O W 1 2 V FROM 1 I 2 V FROM W 1ST FIL 1ST FL U) 00 - -------- ------ - WC WC N 3"D 3"D 3"V 3"V Z 0 R S 2"D 2"D W 1 1 2"V 1 1 2"V d } K 2'D TO 2"D TO 1ST FL DAV(x2 LAV(x2 1ST F _�_�__R 1_1_/2't...1 Iry 1' Iry LAQI O It N W�pp W �O N H MSTR BDRM , , MSTR BDRM 00 I I I I LAV WC TUB SHO CO z z I I I I f I z ~ � � I I 1/2"I I Q > = TYP, I I In FL r----1-- - --� U't co rn CV 13/4"FI Cn 1 I TYP w C '? N L N W >-.G M Do 21'-0" 21'-0" >V) 3 LAV LAV WC SH R ,r U LD z 00 " UNIT 1 UNIT -2 Q �� NOTE: UNIT 1 IS TYPICAL FOR BOTH UNITS I _ =�z m �12 "T 1/2..I I I � moo TYP I I I z w wV)O O O TUB/SHO *ANDERSEN 200 SERIES WINDOWS* ' ' ' CC) oQW o� 1 1/2"D p FL c0 r,Y>- 0 Cn pAV � THRU a> > ROOF (�/)�rM N TO MAIN N °O 3"D TO \� VENT 13/4" ® - c� 1ST FL z I TYP 00 TO MAIN > °'� VENT N TABLE P2903.2 cv �` S M MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS° SHOWER PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY �W h ®®�� \ 30 WC Lavatory faucet 1.5 gpm at 60 psi U U) LJ wW �� 2Q 1 D FL Shower head(including a handheld shower spray) 2.0 gpm at 80 psi _ LAV Sink faucet 2.2 gpm at 60 psi — �M m 1 1 2"D 00 1 2"D& Water closet 1.3 gallons per flushing cycleb W W O 00 CDP I II D FIL For SI: 1 gallon=3.785 L, 1 gallon per minute=3.785 L/m, 1 pound per square inch=6.895 kPa. J Q0 Cti O_ �W LAV a. Compumption tolerances shall be determined from referenced standards 3: Wo z� II 1 1 2"D b. The flush volume for a dial-flush water closet is defined as the composite,average flush F-Q o0-oO.O volume of two reduced flushes and one full flush. L� oz a� Ln �� ti vM,-N 00 42'-0" 71 J U Q Z - W 1 C9 LLt Q Q Z � o 4 _ 2 6 _2 6 2 4 ~ 6 1 9 GFI®15 \ 2 / 15(0 I D 6 W LU TO 2ND s 4 I I 4 e TO 2ND 0 Z FL LIGHT O 1 4 O FL LIGHT Z - 4 1 12,E 4 1 1 114 ------- 0 _ I 6 I 1 6 1 Q Of ---------- 1 6 6 RH 113 1,31 RH 6 6 1 ----------- 0- A KITCHEN KING KIT N DINING I 1 z o 13 13 Q IX I 21 ~ ]E TO BSMT ( 2 I I TO BSMT cn ~ SWITCH SWITCH 1�J M I I LLB 6 m j 5 5 J 6 ' 0� 4 I 1 4 UNDER 11 1 UNDER PLATFORM. Sal ' lid ' g � .PLATFORM T Q � N 7 &BSMNTFSD 8 1 $ $ 6 8 &BSAINTF D 3T 7 ui F L 80 08ff a t A 8 8 `o o CV W�0 W Q O CV Q LIVI ROOM LIVING OOM c o co . 7 8 7 z 8 Z Z z F- U 7 7q q 7 7 Q o w 0 O w w � 7 7 7 7 n_ dm ®am U�t 00 =rn0) a Ln � CV to 0 I 21'-0" 21'-0" 0 I < N ~ w >-0c) J W >U)r) 3 UNIT 1 UNIT 2 Of Of w a(Do =Z00 �� y^00 K~n u~i�Z —J � v x NOTE: UNIT 1 IS TYPICAL FOR BOTH UNITS _�_ =3m *ANDERSEN 200 SERIES WINDOWS* Z cn u)v)o C PANEL BOX IS TYPICAL 3 3 �m U Q FOR BOTH UNITS oY� o rn II�Q� LEGEND CIRCUIT DIRECTORY 0] 4 <E<C< CD-04 O PANEL BOX NO. AMP WIRE CIRCUIT CIRCUIT WIRE AMP NO. U Q� 00 OV DUPLEX RECEPTICAL 1 4 8-4 RANGE KIT'COUNT(AFI 12-2 20 2 * ALL OUTLETS TO BE TAMPER RESISTANT * LLJ — = lI i 110V DUPLEX RECEPTICAL-SPLIT WIRED 220V RECEP71CAL 3 KIT COUNT,KIT(AFI)12-2 20 4 * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * �' 0000 kO WALL LIGHT 5 20 12-2 REFRIGERATOR AFI GL-KITCHEN AFI 14-2 15 6 O C/) -' C13UNG LIGHT SURFACE MOUNTED * ALL EXT. GFI RECEPTACLES TO BE UV RATED * In ,J �. 7 15 14-2 GL-L R AFI GL-L R,1/2 BATH AFI 14-2 15 8 O L CEILING FAN&LiGHT g 15 14-2 GL-BDRM 2,BATH(AFI) GL-MSTR BATH(AFI)14-2 15 10 N F CEILING FAN RECESSED CEILING L1GHT(RATED FOR WET AREAS) 11 15 14-2 GL-MSTR BDRM,SD CO AFI DRYER 10-4 3p 1 12 w SWITCH,SINGLE POLE 13 20 12-2 WASHER(AFI) 14 Z ®® ;r SWLLJ ITCH.INREE FOURAYY 15 20 12-2 DISHWASHER(AFI BATH GFI'S 12-2 2D 16 1— 1.FAN/LIGHT FIXTURE 17 18 1 :D w i FAN/LIGHT/MGHT LIGHT CEILING UNIT 19 20 ®®FAN/LIGHT/HEAT CEILING UNIT 21 1 1 22 (� RANGE/HOOD FIXTURE 23 24 �LL1 ®SPECIAL PURPOSE CONNECTION 25 26 0-)m O JUNCTION BOX 27 28 tT1 ®AC/DC SMOKE/CARBON MONOXIDE DETECTOR 29 1 30 O AC/DC SMOKE DETECTOR 31 32 d Q W O - O ®Dom BELL BUTTON 33 34 flz TELEVISITELEPHON CABLE OUTLET 35 36 3-:� a< =)o I}- �w ®THERMOSTAT ®>VACUUM SYSTEM OUTLET 37 38 ~`� ' FLOOD LIGHTS 39 40 z �j o ca�r 00 42'-0" J U Q Z W LLJ Q 0 Z O o 9 9 9 9 9 9 0 U O 0 � W LLJ a 9 FL FL 9 O Z BEDR00 2 9 BE ROOM 2 z >- o F- LJ �Lj � 9 9 9 0 d 9 9Z p —FL�LIGHT FLL11GHT- 10 < L>C SD SD t p 1 LLJ 9 9 f�1 11 W Ta M T s1S FL& I 11 I --------- --------- I 1l I TOSM T s co 80- FM 80- CFM Q N 11 T 11 11 F F 11 1 T 11 SD 10 L L 10 SD :7 k-1- � �.. ui O v, 11 10 10 FL FL \ O A N 11 6 10a 16 10 1 11 v1I w t co w Q O N Q MSTR BDRM , , MSTR BDRM �' 00 16 I I I °O 0 i i Z Y I I O z U V W 11 11 I I 11 11 a o w v w � w U d'00 En O_ W C14 Id E w n 3 UNIT 1 UNIT 2 awe U =z00 00 w V) O X NOTE: UNIT 1 IS TYPICAL FOR BOTH UNITS 5 rn0 w w=Z -a _ _� L 128 Yo ( > = c LL �w LJ v o�'0 *ANDERSEN 200 SERIES WINDOWS* 00 '',,JJ C� " t�hY>- O _Ln �Anaw Q 2014 N.E.C, 04 * ALL OUTLETS TO BE TAMPER RESISTANT * L'-� — co �U) * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * o � o 00 * ALL EXT. GFI RECEPTACLES TO BE UV RATED * o LiJ N>- LLI Z LL �® H O LLJ ®® U�(- =L0 ` V LLJ ��m w LLJ � O 00 ::) a J C) o 0 �LjLLJ LLJ 0 Z OZ w�Q�ad a D C) 3 ,—cn o_ WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE WINDOW NO. MFG'R TYPE GLASS VENT "U"VALUE SHGC CLEAR OPENING ROUGH OPENING DOOR NO. DOOR SIZE BOOR STYI-E ROUGH OPENING CN235 ANDERSEN 400 CASEMENT 8.0 7.20 0.29 0.31 2.70 SF 3'-5 1 4"x3'-5 1 4" DX30 3'-0" x 6'-B" INSULATED, METAL, 2 PANEL, 3 LITE 3'-2 1 2"x6'-10 1/2" *DH3049 ANDERSEN 200 D.H. 9.9 5.76 0.30 0.29 5.76 SF 3'-O"x4'-9" *DH3056 ANDERSEN 200 D.H. 11.8 6.77 0.30 0.29 6.77 SIF 3'-O"x5'-9" *=THESE UNITS MEET OR EXCEED A CLEAR OPENABLE AREA OF 5.7 SQ.FT.,WIDTH OF 20".,&HEIGHT OF 24" FLOOR PLAN NOTES 1. Label locations are designated by: 7. All interior and exterior Handrails and/or sL State Labels 5. Attic Access(es) on Cape Models are to be Guardrails are installed by Builder/Purchaser IA Third Party Inspection Agency done on site by Builder Purchaser. DP Data Plate 2. Maximum height of egress window sills 6. If applied, any part to be finished by builder is 3'-6" Above Finished Floor on site, shall be in compliance with all 3. Refer to order selection form for specific applicable building code requirements and appliances supplied with this house. under jurisdiction of the local building 4. Bath room fans are rated at 50 CFM. inspector. ( garage, additions, porch, etc ) SUPPLY NOTES DWV NOTES 1.Materials are type A PEX. 1.Materials are PVC schedule 40. 2.Water supply shall be securely attached to the building at no greater distances between support intervals than specified 2.Drainage and Vent piping shall be securely attached to the building Horizontal pipe at 32" at no greater support intervals than specified. Vertical pipe at mid-story(10'max). Horizontal pipe at 4'-0"for 02"or larger 3.Water heater to be supplied and installed by B/P. Horizontal pipe at 3'-0"for 01 1/2"or smaller 4.All supply lines are stubbed through the first floor. Vertical pipe at 4'-0". Supply lines below first floor supplied and installed by B/P. 5.All hot water lines in unheated spaces shall be insulated by B/P. 3.All drainage connections horizontal to horizontal and vertical to 6.All tubs and/or showers to be supplied with anti-scald valves horizontal are long sweep or double 45 fittings. 7.All devices installed with self closing valves(i.e.washer,dishwasher) shall have a water hammer arresting device on the supply line 4.Horizontal vent pipe connections to vertical vent branch or stack supplied and installed by B/P on site,in accordance with all shall occur at least 6"above the floor rim of the highest fixture State and local applicable codes. served by the horizontal vent. 8.All fixture supply lines 1/2"diameter shall have individual shut off valves. ELECTRICAL NOTES 1.Electrical panel is rated 200 amps. 10.Door bell button at split entry front doors shall be installed by B/P 2.Non-metallic sheathed cable Is type NM-B. 11.One[1]GFI circuit shall be installed in basement by B/P. 3.Wires are installed with insulated staples. 12.A clothes washer circuit shall be installed in basement by B/P if washer location is not incorporated 4.Electric service shall be grounded by B/P in compliance with NEC,state and local codes. into house. 5.All electrical components shall be listed and/or labeled by a nationally recognized testing lab and 13.Receptacles shall not be installed directly over electric baseboard heaters. shall be installed in accordance with manufacturer instructions and locations/use instructions. 14.circuit breakers for electric baseboard heaters are only installed in panels of houses with electric 6.Electric panel shall be located and mounted in basement by B/P,unless noted otherwise. baseboard systems. 7.A service disconnect shall be installed at a readily accessible location nearest the point of 15.Smoke detectors are interconnected and installed on a lighting circuit with no intervening switches on entrance of the service conductors. that circuit. 8.Telephone and television cable options run to the electric panel location. 16.Smoke detectors shall have a battery back-up power source. 9.Door bell wires shall be connected in basement by B/P. 17.Basement smoke detectors are supplied by WMH and installed by B/P. EBB - HEATING NOTES FHW - HEATING NOTES 1, Electric baseboard heating circuits are 20 Amp,220 Volts with 12-2 non-metallic sheathed cable 1.Baseboard ratings are based on 190'F water temperature at 1 GPM flow rate with 65'entering air. type NM-B. 2.First floor baseboard units are installed with heating pipes stubged thru floor.Second floor heating pipes 2.Maximum wattage per circuit shall be 3750 watts. between baseboard units ore installed in floor and/or wall panels.B/P is responsible for interconnection 3.Baseboards are rated at 250 watts per linear foot. between modules and floors.Balance of heating system is to be designed,supplied and installed by B/P. 4.Minimum thermostat range is 45'to 75'F. 3.All heating pipes in unheated spaces shall be insulated by B/P. 5.General lighting receptacles shall not be located above electric baseboard heating units. 4.Minimum thermostat range is 45'to 75'F. 5.Access panels are for the Builder/Purchaser to use in the interconnection of the heating system.These panels may be permanently attached and finished over by B/P after heating system is completed FOUNDATION NOTES PERIMETER BEAM DETAIL 1.The foundation plan is provided for foundation design parameters U TOP OF FDTN WA only. Complete foundation engineering based on specific site w Z conditions,applicable local and state codes,to be reviewed and approved by a registered architect or engineer in the state of PERIMETER BEAM 2x6 SILL PLATE �w o � p"� house designation. (2)2x10 SPF#2 A v cif o 2.The Builder/Purchaser shall be responsible for design,construction w/1/2 PLY. Z 0 1 � and code compliance of all foundation elements including(but not EACH MODULE FDTN WALL 8 v ov - - limited to)structural,plumbing,electrical,heating,energy CO o' conservation and fire separation. 1/2"0 BOLT&NUT LALLY COLUMN i,... 3.Minimum column footing size shall be 2'-6"x 2'-6"x 10"deep. &WASHER @ 32"O.C. - 4.Concrete strength shall be 3000 Psi or greater. FLOORS 48"CLG/ROOF COLUMN FTG , 5.Lally column shall be minimum 03 1/2"steel pipe. TOP OF BSMT SLAB 6.Foundation sill shall be preservative treated lumber(supplied and installed by B/P prior to house delivery and set).There shall STEEL PLATE&LAG be no protrusion above top of sill plates. 7 BOLTS BY B/P FDTN FTC LALLY COLUMN USE GROUP: BUILDER: HOMEOWNER: SERIAL No. PE RA THIRD PARTY INSPECTION AGENCY TWO WMHCC 568 WESTCHESTER REALTY GROUP 18198 FAMILY CONST.TYPE: 1995 ROUTE 22 5ITE: PRODUCTION No. 570 WESTCHESTER AVE, WOOD FRAME BREWSTER, NY 10509 AKA 1 SOUTH RIDGE STREET UNPROTECTED RYE BROOK,NY 10573 DESIGNER: REVISION DATE ��N��rr DV.ATE: IORGIO STANDARD NOTES �. C d 01 04 19 /Q c411 S•P.� 11 07 18 02 28 20 �c DETAIL N/A .w' PAGE: Westchester Modular Homes Inc CHECK DATE ® 30 Reagans Mill Road,Wingdale, New York, 12594 r" Tel (914)832-9400 Fax (914)832-6698 AMA ---TREX DECKING,MAHOGANY MACMILLAN ARCHITECTS COVERED PORCH DN 18 BOULDER HILL ROAD ILING RIDGEFIELD, CT 06877 ASPHALT ROOF SHINGIL OWENS CORNING 12 203-431-3329 ESTATE GRAY �"XI5"POST Notes: 12 9F— —------- 1.All drawings and written material constitute PARTIAL DECK PLAN original work of the architect and may not SCALE 1/4" P-10" be duplicated,used or disdosed without the written consent of the architect. 2.Do not scale drawings 3.All dimensions given are to face of stud or other material unless otherwise noted. PLATE LINE PLATE LINE ANDERSEN 200 SERIES of MULLION GRILL BETWEEN GLASS �%4"AZEK TRIM------__ 7 V F7 77 CERTAINTEED �i- PACIFIC BLUE SECOND FLOOR LINE CESSr 0 LIG11TS AT PORCRM SECOND FLOOR LINE T%4"AZEK TRIM-z:::-:::--- ROPERTY LINE TRFX WHITE COMPOSITE VINYL--- . ±L RAILING SYSTEM 7 WHITE TREXVINYLRAILING SYSTEM FIRST FLOOR LINE ELEVATION 104.0' FIRST FLOOR LINE LIGHT ISSUES AND REVISIONS: LACK POWDER COAT RAILING 1-3-19 ARB ISSUE SYSTEM-JELIFF 2-5-20 REVISION 6"X6"WHITE AZEK POST---- LL—i ALINE El LACK POWDER COAT RAILING SYSTEM-IELIFF WHITE VINYL C I ETAINING WALL TO BE STEPPED GARAGE DOORS UNILOCK RETAILING WALL L ROMAN WALL GRANITE GA. LINE GARAGE SLAB LINE ELEVATION 95.(Y GARAGE SLAB LINE PROPOSED ENTRY ELEVATION SOUTH RIDGE PROPOSED SIDE ELEVATION SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" AS-BUILT/FINAL SURVEY REQUIRED PRIOR TO B FINAL INSPECTION PERMIT#., Pa l) SEILft 12 12 DATE AP E AR 9[ WI11H AL PERMANENT CONSTRUCTION BUILDING SP TO TYPE IDENTIFICATION SIGN; COPPER ROOF VENT OPPER ROOF VENT ge of Ry e Brook,NY R PRIOR M THE ISSUANCE OFA C/O, AS REQUIRED BY NY STATE LAW. _ _ _ - —- - ---------- FILE COPY n -[PH\VF F PLATE LINE ------ PLATE LINE IGHT GRAY VINYL SHUTTER LIGHT GRAY VINYL SHUTTER PLAN 020 DATE PROJECT NO:1109 SECOND FLOOR LINE -,SECOND FLOOR LINE PROJECT: 4 X1 0"AZEK BELT TRIM BOARD TWO FAMILY RESIDENCE 570 WESTCHESTER AVENUE — _ 1 SOUTH RIDGE STREET t'X10"AZEK BELTTRIM BOAR RYE BROOK,NY ----- SEAL: FIRST FLOOR LINE FIRST FLOOR LINE TITLE: T'X10"AZEK SKIRT BOAR 'X1V'AZEK SKIRT BOARD BUILDING ELEVATIONS GARAGE SLAB LINE GARAGE SLAB LINE DRAWING NO: PROPOSED REAR ELEVATION-WESTCHESTER AVE PROPOSED SIDE ELEVATION A-100 SCALE 1/4"=1'-0" SCALE 1/4"=t'-O" MA MACMILLAN ARCHITECTS 18 BOULDER HILL ROAD RIDGEFIELD, CT 06877 205-43I-3329 Notes: 1.All drawings and written material constitute original work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. 2.Do not scale drawings 3.All dimensions given are to face of stud or other material unless otherwise noted. LACK POWDER COAT RAILING SYSTEM-JELIFF WALL CORNER NILOCK RETAILING WALL ROMAN WALL GRANITE IBMISSUES AND REVISIONS: 1-3-19 ARB ISSUE �ETAINING WALL TO BE STEPPED LINILOCK RETAILING WALL ROMAN WALL GRANITE RETAINING WALL ELEVATION SCALE 1/4"=1r-0" PROJECT NO:1109 PROJECT: TWO FAMILY RESIDENCE 570 WESTCHESTER AVENUE 1 SOUTH RIDGE STREET RYE BROOK,NY SEAL: TITLE: RETAINING WALL DRAWING NO: A-101 3;'•1'- I I AMA ORAOE GRADE GRADE ELEVATION EIEVA'T1pH I ELEVATION 3B'-0• �'� 90ff{1' I I�1/� Iy1i q�7/^1 ` _r E�EILEVAMN _________.-_______________________ ''ROVIDE 3e'45 DECRF•EANCLE BRAD "!-ICI III I AN I-11"CIil I LC 15 AT TOP PLATE TYPICAL AY'9 BUILDING_.________________ ----------------- - I •• `� CORNERS 18 F-CULD�I2 HILL RO/aD ---------- ---- ----.___ I. ; lOF'OFWALL TOP0.-WAIL I TOP ORWAI.I. Yxd'HOODSTUDWAILIAgT EIAENTAREATOBEFINLS11E0 N1F;N7AREArOBEFINESHEO 2'xA•W000STUUWALLNATFI'\ RDGEFIELD,el 06871 99'-8' gg.B• IBB'•B' I i // VATHI'GYP BOARD WALLS AND i, 'GYP BOARD FACII SIDE CEILINGI WTH 9"GYP BOARD WALLS AH CGYP BOARD F-'ACH SIDE `� zoo-&51 6379 (r CONCRETE FOUNDATKN WALL WITFI FINISHEDCEILING I I I I 16'lMOEX 1OrDEEPCONTINUOUSFOOTING F C FINISHED I I I + WITH3-L49ARS BASEMENT + 87EP UP {I+ S,'EP DP ; uP BASEMENT up Notes: 1 + I ! 1.All ft.Ags and'filt n IIAH41.1—,Am w anQnal—A yl th.a,Wu land Trey not )NE1 + I I I i , 'C'LABEL DOOR VATll SELF 'C'LABEL DOOR WITH SELF 6a dopl=tcd,wod w drsebsod Yolhow ! I 1 + NS OF CONCRETE STEP i °j CLOSER I CLOSER I I +I 1 IN SU10 I ti 59. tF vreiRan cant.nM of Ble arcltde4.. i 2..De not s®k tllarasy3 i I j I TOP OF WALL I I 3.AN de ce m DUCA ale to Taco oi SW ar I I TOP OF WAIL I i 100'$' ! I 0'x'l' ff^Ba ----STAIR LOCATION AS PER NODULAR over malarial unless alhoimsa noted. GE5TIR,E-0AVD'AET[ON 1III'I11I++I 0'1IIIIII"l '•7'57l0r-0P'O rII F-II-LT I r-1-�I1 ' 1Y!IIIII+ --ELEV-Ar- 'IOH • I ' 3 I IRE WALLm°O hU L 20-Ti I_IiI_I 11 1 U378 3',r GARAGE GARAGE 31 1aXIJ 10- 2.1 11 d. I 2.8 —I —-—-—-- 6L i L L __i YCOLU9 2P_tl• g .VI. Eia+NWC WALL 7 AVDEEP RETAINING WALL aAPPROXIAATE LOCATON Of 3jLAElY � NE FDNWA LONEWLB2X2'XI'DEEP C NCRETE FOOTING BELOWCQNCRETE FOO'11NG I I EJENT AREA OFNISENL STEP UP I I 1 grB NTH a GYP BOAR WALS AND ; ; 4'STEP UI I CEILING I tt-2' I I I 1 \ ELEVATION f:LC•vAT+ON ELEVATION ELEVATION + I SLAB I I I 1 \\1 ELEVATION I I L.7--,'O'+ SEME NT AREA TO BE F+NISRE0 I + i � I I + Vafl'0 GYP BOARD WAL LS AN 1 I SLAp7ATI.. I I $AR SLAB I S I I I EG,RVATpN EIEVATIOh I + CEILING " I ELE { 2•XS W000 FRAIdE WALLS AT FIRE WALL UL i0P OF WAIL ! 9S-0 95••q• I TOP OF WALL rxI;,WOOD FRAME WALLS A( I 1 9T-S* GARAGE LEVEL U 37G 1 GARAGE LEVEL ipPOFWALL HOP I ROP FUN WALL At GARAGE TOP Ol'WALL 1" ORI DOORS I 1 L____.-_ ___________________J L___________________ -_-___.. .-___J •CONCRETE FOUNDATION WALL VATH `�♦ S'•0'XT-(r OVFRHFAO DOOR 1 9'�TXrV OVERHEAD DOOR i6•VADE X 10'DEEP CONTINUOUS FOOTING `--_- __� WITH 3-aq BAR5 i 3-2X10"HEADER 32X70•HEADER , I GRADE �7�- GRADE GRADE scz ELEVATION d, ELEVATION I ELEVATION ELEVATION 1 I I I 55'•D' 35fi ss.q• XS COn1,np5frE POST pry X I I !-� a$' 36•B• � � ;� I � ISSUES AND REVISIONS: ,'-' e' / ,1 J_1 x6'POST 2-5201SSUE _____ a l _ - ------ -- 8-13-20 FRAMING NOTES `^-' 3-a • / `-��IvNIGFooTsoNo'tuBE / uP 1 SONG ^ / SXS POST I T USE WITH AT ALL OECK POSTS F0 orlwc-rYPlcnl WtL i \ /�'�\ ROVIOE 2'X6'GRACING FROM I - + 2'XS•ERANE WALL TO CON'f,RE I + WALL BEHIND 1�_-y�I ` � 6'•3" 13'•10' .I T-Z y 20'-8' L PtA y..2. 7 DAT AUG 0-H 1' T2Z' ff-11` FOUNDATION PLAN �• 13 204V GARAGE PLAN 2"X4"P.T.BLOCKING WITH WOO WOOD FRAME WALLS ABOVESCALT?I/4' 1'-0" '� ►ICDJNG p CAP FRAMING NOTES: INSULATIO 1,PROVIDE 36"LONG 45 DEGREE 2"X4"ANGLE BRACES AT WALL TOP PLATE AT 4 BUILDING CORNERS 2"X4"ON FLAT WITH 1 I 2 PROVIDE 2"X6"SOLID BLOCKING AT FRAME WALL BETWEEN GARAGE DOORS 2" BRACE TO CONCRETE WALL BEHIND BOARD&"GYP BOARD FINISH 3.PROVIDE METAL FRAMING STRAPS FORM FOUNDATION SILL PLATE TO EXTEND 1'-0" p ONTO PRE FAB BOX UNIT @ 6'-0"ON CENTER GA S GE ., 2"X6'P.T.SILL PLAT 4MTH SILL SEALER 4,EXTERIOR PLYWOOD SHEATHING AT GARAGE WALLS TO EXTEND V-0"ONTO • PRE FAB BOX FRAMING AT ALL 4 WALLS OF BUILDING d .4 PROVIDE 21"X16"ANCHOR BOLTS @ 6-0"ON CENTER WITH 2"OVERSIZED WASHERS ARCHIECT/ENGINEER CERTIFIES THAT TO THE SOIL BEARING CAPACITY,AND LOADS PRESCRIBED • TOP OF FOUNDATION WALL VARIES ARE TO THE BEST OF THEIR KNOWLEDGE AND PROFESSIONAL BELIEF-IN ACCORDANCE WITH THE A . REFER TO PLAN RESIDENTIAL CODE OF THE STATE OF NEW YORK AND THAT THE DESIGN IS IN COMPLIANCE WITH SECTION R3011 ___-PROVIDE"TUFF COTE"FOUNDATION WATER PROOFING BELOW GRADE @ FOUNDATION WALLS ABOVE SLAB PROJECT NO.1109 ' e LEVEL TYPICAL 4"CONCRETE SLAB WITH 6X6"WWF PROJECT: 5 MIL VAPOR BARRIER OVER 4"GRAVEL BASE TWO FAMILY RESIDENCE •„ • 570 WESTCHESTER AVENUE • 1 SOUTH RIDGE STREET • .° RYE BROOKAY (D Z ' s 10"CONCRETE FOUNDATION WALL WITH 244 BARS SEAL AT TOP MIDDLE AND BOTTOM OF WALL-TOP OF WALL 2 VARIES REFER TO PLANS ' a • Tp��ttr•A d` 20"WIDE X 10"DEEP CONCRETE FOOTING TITLE: c 00, WITH 344 BARS CONTINUOUS-FOOTING FOUNDATION WALL TO BEAR ON UNDISTURBED SOIL WITH 2,000 P.Sl Qv BEARING CAPACITY 4"PERFERATED PIPE WITH GRAVEL SURROUND DRAWING NO: AND FILTER FABRIC WRAP FOUNDATION WALL DETAIL A-102 AMA GRADE GRADE ELEVATION ELEVATION f------------------ ------ -------------- - --------------------------- I 1„ MACMILLAN ARCHITECTS ---------------------------------- i r------------------------------------ 18 BOULDER HILL ROAD V--- I I TOP OF WALL j 2"X41"WOOD STUD WALL WI �.EMENT AREA TO BE FINISHED ""�A.EMENT AREA TO BE FINISHED 2-X4"WOOD STUD WALL WITH RIDGEFIELD, CT 06877 TOP OF nIALLI/ 1001-01, NTH J'GYP BOARD WALLS AND GYP BOARD EACH SIDE 205-431-3329 I I GYP BOARD EACH SIDE CEILING WITH"'GYP BOARD WALLS AND 0"CONCRETE FOUNDATION WALL WITH CEILING (A WIDE X 10"DEEP CONTINUOUS FOOTING FINISHED H GYP BOARD WALLS AND W'L' CEILING WTH 3#4 BARS FINISHED STEP UP STEP UP BASEMENT UP BASEMENT UP Notes: 1.All drawings and written material constitute LA original work of the architect and may not /LINE OF CONCRETE STEP -.C"LABEL DOOR WITH SELF "C"LABEL DOOR WITH SELF- be duplicated,used or disclosed without IN SLAB CLOSER ER CLOSER the written consent of the architect. Z Do not scale drawings 0'-62- 3.All dimensions given are to face of stud or ---STAIR LOCATION AS PER MODULAR other material unless otherwise noted. LAYOUT ----+IRE WALL UL 101-61 GRADE U 3 ELEVATION 76 GARAGE 0'-g'— GARAGE 109-0" 173'X121' LV 14"X 12 2-1 3/4"X12"LVL 2-1 314-X12"LVIL -I 2N'X 1" 2 LVL 27 27 -—-—-—-- --—-—-—---- L M ---FTOP OF WALL I L L L-T- 196-9, 1 M ca 1j'LIALLY�COLUMN LILY C APPROXIMATE LOCATION OF i 5 ETAINING WALL \2'XZXI'DEEP Z 1 312"' 20'-11 0 2U-11" I X2'X1'DEEP RETAININGWALL _,t[NE OF FDN WALL LINE OF FDN WALL i CONCRETE FOOTING CONCRETE FOOTING I BELOW 0 0 BELOW %ASEMENT AREA TO BE F�(NISHE TOP OF WALL WTH GYP BOARD WALLS AND 29�A STEP Up 4"STEP LIj r�L� 1� CEILING 1 97'-U' 13 1 ELEVA951TION ION E E�ATION ATION SLAB SLAB SLAB 1 -N, -9' 95-A" ELEVATION ELEVATION ELEVATION ELEVATION \BASEMENT AREA TO BE FINISHED 994, 99-01, 96-0-- 1964' WITH I"GYP BOARD WALLS AND CEILING A'X6"WOOD FRAME WALLS AT FIRE WALL U 2`X6`WOOD FRAME WALLS AT GARAGE LEVEL U 376 GARAGE LEVEL TOP OF WALL I TOP OF WALL] "A, ------------------------------- L---------------------- __--8"CONCRETE FOUNDATION WALL WITH '0"XT-0"OVERHEAD DOOR 9�0"XT-0"OVERHEAD DOOR------- 16'WIDE X 101'DEEP CONTINUOUS FOOTING WITH 3-#4 BARS ----------------- 2-1 XlZ�LVL 3W 2-1 3/4'%12"LVL GRADE I ------------- Z GRADE Y-2d 1 ELEVATION -1 41 "X6"COMPOSITE POST L)o mil ELEVATION: -2.1 4 96-9.' 4--6-- W I I I I 4 ?I 961-91 ISSUES AND REVISIONS: X6"POST 2-5-20 ISSUE -E]11 -------- ---------—L 7 -2'X12" 3 2"XIT ------------ L- 3 9'BIG FOOT SONO TUBE 6-A6'POST WITH UP 10"SONO TUBE WITH -r- AT ALL DECK POSTS c� FOOTING-TYPICAL El 6'-3"— T-1Q" i T-Z. 29-9' U-91 ---42 9 -2--21- 9 —101-111• 2 FOUNDATION PLAN L ---42 SCALE 1/4"=1'-0" GARAGE PLAN 2"M"P.T.BLOCKING WITH WOO WOOD FRAME WALLS ABOVE SCALE 1/4"=1'-0" CAP 2"X4"ON FLAT WITH 1"'INSU LATIOIM 2 BOARD&'.2'GYP BOARD FINISH GARAGE 2"X6"P.T.SILL PLAT WITH SILL SEALER PROVIDE 2 1"X1 8"ANCHOR BOLTS @ 6-0"ON CENTER WITH 2"OVERSIZED WASHERS TOP OF FOUNDATION WALL VARIES REFER TO PLAN ROVIDE"TUFF COTE"FOUNDATION WATER PROOFING BELOW GRADE @ FOUNDATION WALLS ABOVE SLAB PROJECT NO:1109 LEVEL TYPICAL 4"CONCRETE SLAB WITH 6X6"WWF PROJECT: 10 5 MIL VAPOR BARRIER OVER 4"GRAVEL BASE TWO FAMILY RESIDENCE 570 WESTCHESTER AVENUE 1 SOUTH RIDGE STREET RYE BROOK,NY 0"CONCRETE FOUNDATION WALL WITH 244 BARS SEAL: AT TOP MIDDLE AND BOTTOM OF WALL TOP OF WALL (y) VARIES REFER TO PLANS y(0 20"WIDE X 10"DEEP CONCRETE FOOTING TITLE: NO, WITH 344 BARS CONTINUOUS-FOOTING FOUNDATION WALL 00 TO BEAR ON UNDISTURBED SOIL WITH 2,000 P.S.I. BEARING CAPACITY 4"PERFERATED PIPE WITH GRAVEL SURROUND DRAWING NO: AND FILTER FABRIC WRAP SCALE _TIO�N W�AL�LDE�TAI�L ......... 'A-102 I p PRINTS NOT VALID WITHOUT ORIGINAL SIGNATURE&SEAL. r4% GENERAL PROJECT NOTES: 1.THE TOWN ENGINEER AND BUILDING INSPECTOR MAY REQUIRE ADDITIONAL EROSION AVON CIRCLE DRAINAGE NOTES: �% /�� CONTROL MEASURES IF DEEMED APPROPRIATE TO MITIGATE UNFORESEEN SILTATION AND E EROSION OF DISTURBED SOILS. $° 1.ALL PR.DRAIN PIPES SHALL BE 6'SDR-35 PVC ASTM 03034 2 AS-BUILT DRAWINGS OF THE SITE IMPROVEMENTS SHALL BE SUBMITTED TO THE TOWN WITH MINIMUM 1%PITCH LSE NOTED- O 9 e ENGINEER. AND BUILDING INSPECTOR FOR REVIEW PRIOR TO OBTAINING CERTIFICATE OF 2.OS UNLESS PITCHOTHERW SHALL E MAINTAINED AWAY FROM THE HOUSE AT ALL TIMES. /�`�` \\8j�I I �Ory OCCUPANCY. \\ a 3.PROPOSED SOIL SLOPES EXCEEDING 1 ON 2 SHALL REQUIRE APPROVAL OF THE BUILDING �7 of INSPECTOR. /C9 �jJ/ A 4.APPROXIMATE LIMIT OF DISTURBANCE�,D00 SC,FT.i r C S �`e 5.ALL TREE STUMPS SHALL BE HAULED OFF-SITE AND LEGALLY DISPOSED OF AS SOON AS \D POSSIBLE.THERE SHALL BE NO BURYING OF REFUSE OR DEBRIS ON-SITE. I 404 1/ eee� 6.PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTMTIES,THE CONTRACTOR(S)AND SITE SUBCONTRACTOR(S)THAT WILL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING THE 91xAbf STORMWATER PRACTICES MUST BE IDENTIFIED.EACH OF THE CONTRACTOR($)AND 3 SUBCONTRACTOR(S)IDENTIFIED MUST INCLUDE AT LEAST ONE"TRAINED INDIVIDUAL'THAT P WILL BE ONSITE ON A DAILY BASIS WHEN SOIL DISTURBANCE ACTIVITIES ARE BEING PERFORMED. // �-1 7.PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES CONTRACTOR(S)AND 2v9 S UBCONTRACTOR($)IDENTIFIED SHALL SIGN NOTE X. In •\8C6h� 8S 4s' P R. 6" PVC,, % 4. 9 / �9� � `�/ m OS MARTIN LN SD� � o FOOTING DRAI Cp KLoa NR NSET'P L. 3P\\o599 a Curb PR. D M H ELI-ENORLEWE . 112t, \ o}e �L90 O 6 RIM 95.5_ \\ /\ 6 LOCATION MAP SCALE=Y-'=500- �Z j8 9 22 ` oti „gGP� - 3�o FL. IN 92.5 F.L. TO CULTECS 92.5 LEGEND- IR o°�f\ 9 F.L. OUT: 9 3.0 A/C A CONDITIONER (� P R. F.L. 9 0.9 �O / �/ 11 BC. BOTTOM OF CURB ti \re}��q/ s%g�o�8 PR. 6 PVC SEWER LATERAL SOT. BOTTOM F.L. FLOW LINE (� �v / /F \� /e\OTC F.L. 87.5± (V.I.F.) EL. ELEVA77ON EX. EX/S771VG In se C rb HP HIGH POINT CQ �J �0 J F� �/ �er \ OTC'/ T.B.R TO SE REMOVED a } tit 8s IN S L l� N� S F_ R. PROPOSED c P hb4 SM.H.. SEWER MAN HOLE / \\9 SjZ p (� Q �b / C oM TYPICAL MANHOLE (6) PR. CULTEC RECHAR ER 330XL UNITS \�2/� b / 9 WITH 2 INSPEC ON PORTS TYP 8 / 3 S f Y.D. YARD DRAIN ( ) ( ) 8� C I // /(�// Bpi /8 O BOT STONE EL. 90.6 / B F. UNITS EL. 91.1 e / RL ROOF LEADER TO UNITS EL. 93.6 / /o FD F0077AIG DRAIN STONE WALL P R. 6 PVC I 9 /J " 9 / o - / 11 EX.CONTOURL/NE QVERFL W PIPE Q o�' /�, b�, 98 �, 45�, //�Q 9�� } 9BoPR. WATER 8c / o 71 PR CONTOUR LINE SAS LINES (TYP.)D � I I r0 O• /1 � I /-'� ' / O/.. ,C, NOTE'X'(CONTRACTOR COMPLIANCE): x 10.8 EX.SPOT EZEVA77ON / e O a'/ I HEREBY CERTIFY THAT I UNDERSTAND AND AGREE TO COMPLY WITH THE TERMS AND / .S (D I f�// i -p>'F'Q'I' r%`e /Jd (�•I F/ CONDITIONS OF THE SWPPP AND AGREE TO IMPLEMENT ANY CORRECTIVE ACTIONS x 10.8 PR SPOT ELEVA770N 7/ PVC Ld I ��l / /i 2 e 1Q IDENTIFIED BY THE QUALIFIED INSPECTOR DURING A SITE INSPECTION.I ALSO UNDERSTAND TREE P R. P V C -i- ,J I i { // Q', 3-,S`} �i THAT THE OWNER A OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS OF THE -a ^ / / T�J NEW YORKMWA POLLUTANT DISCHARGE ELIMINATION SYSTEM TSEDAN)GENERAL PERMIT FOR V STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES AND THAT IT IS UNLAWFUL / FOR ANY PERSON TO CAUSE OR CONTRIBUTE TO A VIOLATION OF WATER QUALITY O ROOF LEADER (TYP.) crn � I� I�� '� / I � � � �, �a, � E X. DRIVE T.B.R. STANDARDS.FURTHERMORE,I UNDERSTAND THAT CERTIFYING FALSE,INCORRECT,OR (9 / INACCURATE INFORMATION IS A VIOLATION OF THE REFERENCE PERMIT AND THE LAWS OF TREE T.B.R. o / \ / / THE STATE OF NEW YORK AND COULD SUBJECT ME TO CRIMINAL,CIVIL,AND/OR & RE-VEGETATED ADMINISTRATIVE PROCEEDINGS. X SEDIMENT RARRIER rd T O (D // F.L. CF CON57FUC90N FENCE /� P R. l/1 F� v B NAME SIGNATURE DATE -GAS GAS LINE ewer W �' / 0�4 •11 / R I MI 9 4.9 -OHW OVERHEAD W/RES nO r �� / T �� 0� 2•, / W WA TER SUPPLY LINE4�ho, I ��i 2 // F��((�0_� a T�F F.L. TO CU LTECS 9 8 PARK/NG SPACE NUMBER C� \8/ j 6 F.L. 0 U I. 93.3 � I Uj /S9 �� /erg SUMP • 90.8 1 20 / 7 Chn� T - (12) PR. CUL C RECHARGER 30XL UNITS /I 9 11 a / + / O WITH 2) INSPECTION PORTS (TYP) /s' 93 / PR. -QOVEP�D BOT. STONE E. 90.3 BOT. UNITS EL. 90.8 l NOTE:UNAUTHORIZED ALTERATIONS OR ADDITIO S Wil NIENT T IS A VICLAT O l OO WALKWAY T TLE VIII,ARTICLE 145,SECT ON 7209.2 OF TH ORK STATE EDUCATION LAW. $SI01� TOP UNIT EL. 93.3 Ill J J �� `�fn P R. 10 1 7 20 PR.STAIRS R.M.F. 0.Q p �Q� �JJ � 9 11 6 19 PR.DRIVEWAY ENTRANCE R.M.F. + y STAIRS 8 9 19 19 PR.PARKING DIMENSIONS&NUMBERS R.M.F. I9 //' r0 qj 7 8 8 19 PR.DRAINAGE R.M.F. O o 7 // j ,''�° I 3S B U I L D I f�YG SETBACK 6 7 18 19 PR.WALKWAY&STAIRS R.M.F. Q, / 5 6 18 19 PR.SITE PLAN R.M.F. < EX. SIGN TO lw 0 2� �, LI N E FYP.) 4 3 4/ PR.PARKING R.M.F. 3 2 2519 TITLE BLOCK&PR.PARKING R.M.(TjF. 2 11 26 18 PR.BUILDING LOCATION,TITLE BLOCK R.M.F. B E R E-L C A TE D 0 �FIr / 1 10 18 18 BUILDING&SETBACK LINES R.M.F. 3 15 8 T No DATE DESCRIPTION DWG o F 6- PR. WALL W. RAILING REVISIONS ZONE IS"R2-F". P R. ASPHALT Q0 o ' '0;,� PROJECT BURIED UTILITIES(GAS,WATER)SHOWN HEREON ARE BASED ON SURFACE INDICATIONS cn 0 C/j/ e T.W. 1 0 0.5± STORMWATER POLLUTION PREVENTION AND ARE APPROXIMATE ONLY. DRIVEWAY �` 9�O - 19 PLAN FOR EDGEWOOD CONTRACTING CORP. FIW4GONEENGNNGINEE LD / CIVIL ENGINEERING P R. WALL B.W. 96.0 STRUCTURAL ENGINEERING ORIGINAL TOPOGRAPHIC INFORMATION OBTAINED FROM SURVEY PREPARED BYTC /6, 570 WESTCHESTER AVENUE(a.k.a.1 S.RIDGE ST.) AND DEVELOPMENT MERRITTS LAND SURVEYORS,394 BEDFORD ROAD,PLEASANTVILLE,NY 10570 ENTITLED / 5 SNOWBERRY LANE "TOPOGRAPHY OF PROPERTY PREPARED FOR TAX LOT 57 SITUATE IN THE VILLAGE OF RYE W. 101.O O ,Cc,��/�00k, �2�S eb, RYE BROOK NEW YORK NEW CANAAN,CT 06e40 BROOK,TOWN OF RYE,WESTCHESTER COUNTY,NEW YORK",DATED MARCH 12,2018. N } P R. WALL (203)554 9551(PHONE) FRANGIONE ENGINEERING,LLC TAKES NO RESPONSIBILITY FOR THE ACCURACY OF THE B.W. 9 7.0 O j.00 CL DRAVANGNAME (203)96"957(FAX) ORIGINAL TOPOGRAPHIC SURVEY. TOTAL LOT AREA=7,398.6 SQ. FT. O 4q. OVERALL SITE PLAN OR 0.1 9 ACRES 1 7 T.W. 101.8± ti /NF GRAPHIC tLE B W 97.0 SCALE "°"'GIaA rt 1"=10' RYE BROOK SHEET No UTILITY NOTE: DATE O 10 0 5 10 so 40 SEPTEMBER 17 2018 SHEET 1 OF 4 F, Z Underground utilities,fscilitles and structures have been plotted from surface indications and record sources.The 1 OWNERIAPPLICANT: D"A'A'" SEC.135.83 BLOCK 1 S A Ulocations of all underground utilities are approximate only.Additionally,there may be other underground utilities the R.M.F, I 0 edstence of which is presently unknown.Any parry ufiTmn the utility Q EDGWOOD CONTRACTING CORP. g dY information and data depicted on this survey / LOT 57 2 shall call"DIG SAFELY NEW YORK"at 811 a minimum of forty eight(48)hours prior to any construction activides to - C/O VAN CARVALHO A. verify the location of underground utilities. (IN FEET E'1') / 236 SOUTH REGENT ST. d• T 1 inch=10 t \ PORT CHESTER,NY 10573 F"E"A"E 9 0� ZRyE BR001MVk L01 S PJDa SaERCMVMLO 13 WGE SITE WDE - FRANGIONE ENGINEERING,LLC 15 SNOWBERRY LANE NEW CANAAN,CT 06840 FILE No 0806 PRINTS NOT VALID WITHOUT ORIGINAL SIGNATURE&SEAL. PROPERTY LOCATION:15.Albi STREET,RYE BROOK,NY LONG TERM MAINTENANCE SCHEDULE: 1.1 PROJECT DESCRI➢TION: g ( )program,for Post d-lopment conditions on the project has been i8fU1p1 --� ges[Mane ernem PrxBces BMPs Thrsproject proppses tht consFruch of new house,driveway,parking lot,wdbmys,ord essadmed grading. developed to manage both me storm water qualNy.The recomnrendatlans are proposed to prdectthe site tow i a /j/� The'.w"0'O0169ocresall f hd uplmdsols. anddowngradlentwellanaareas m'mN namwe °� i / Inland w.11cm,hove not been Idenff d the sis. Tire success of He TRAP corrals requires proleaslonai and regulatory Input,and mon,lmtng through IN A I 1 0 - - _ -/ III IIII Field topogr rph F mapp rig was pro ded by TC Merritt,land Surveyors. Ilrlplemennnon of a long-term malreanence program. a ///�- ,' It is anti Med thatmmsiruetian will commence in the,Fall of 2018 after all WM use ni royals Mamtenonce procedures far the Cultac system inn be frond n the ll j Iy _ :aai,w.wr PROPERLY INSTAIIED STRAW BALE /l/J ore obtained from the Vh t Brook le-say p Drawage Summary Report far this project rawmmaew. (CROSS SECTION)� � / _ lageo Rye or-danl c•ud ".i 12 ESTIMATED dSTUROANCE AREA: A ("Plq"N'J IN r PLAN OBJECTIVES 0.N5 PflINCIPLES: X le astlmamd got A toMt at 0.138 acres will N dlstudxdfro the ere tion M the house,Below, TheoblecUvea at the Soil Erosion ant Sediment Control Plan are to manage bath me ruouH and the SIDE ELEVATION ,y wala"iarms,armw.tlrmawgemin,syease, I aadmvork operations by using Oeut Management Pmcfces.The objectives are he fdlowa: dB11NG tmaaND '�� '4,{�� a a-Control emcla"m its aoume wig,temporary amend mmsurcs,minimlm"m rono"fmm areas of alamroenae,msmwmalloom rthougnnammlvsgntaganbemmbaki,oXahargedlydowmandsyamms. 1.3 ERO610N CONTROL MEASURES: b Neep land dimurtarme lot minimum The&Ie myaW het been designed to minimim arty polenllel ulx. Y1 I IJA Th,IWI°wing are er°sl°n control measures to be utilized on this site during gee construction I.P.W.wellam. iv % perlod:sift0on Tence Derturs,stone cutout Ylon emmnces,wood chips far mulch Ord sell stockpiles c•Consguct the project in phases to minlmlze tiro area of the into under active oanslroolon at coo gore. so•IAN '' ~ -�I �I� ^ J /..IIII to CONSTRUCTION PHASES: d.Retain edMing vegetal°n whemwr feasible.SPAIN,fence m other baMms will be used to HOT me I 'v"o �__ exteMof.,thwork Thle W°leat will be none In two phases Taw flret phase shMl eonmd of eaM,emovaL IV Nall. 10•"""' ypyTwq ra.R",„a CORRECT METHODS OF TREE FENCING TRIANGULAR BOARD FENCE I - �� - ��/ --j. Tbu second phosawinc°natst arms construction at iris house,smmtwater detention system I.Slabllbedhilym i-asseoonaspmetlaaL EeM disiurbence Snell not actor on agiven area u"III "� PAvotDq dgllas,didammyamwauways, �awleonawnlonistomNapFaaa�naasm¢a. IT I.wmmlm In.tengtn antl meep,wes al siop¢s. IU 1C COf�TRUCTIONSTART DATES: 6'MAX. uelu rw wmes'i '-� g.MdnmInlow rmoN vdecltles /-- Ca,Utructmn on rh¢sit¢will lik¢ty commence within 60 days after all regaled local land use approvals MIN. vaTutryw /-�i- - h.Trap s¢dlment an stye.SlHation lance banters and driveway emletrucHon enhaxe wM irep sedinwM dunng /+m ta'NIN an se nmf have been obtainedom from the Village of Rye Brook assuming wemher conditions permit-it is"nticipoted ihM a w��,air.ec.mi exa all wink will be completed with eighteen m twenty-four months fmm conanenc¢meni date. the ew trucnm penotl. TREE PROTECTION 1.6 DESIGN INFORMATION: I.Ease Fab a maintenance and minak program during ail consnunlon period,Emebn catird meaarorcs will be mu-se°m`r`,we in weedy during the spring months,twice a month during the summer anelor following minlall everts d greater PBanax PLAN VIEW CF SAFETYFENCE xosv CONSTRUCTION OP BMW BALE BARRIER MaiMmancospeclHcdimsformaaosoncbnbdnmsurecaepandhsnWredeConsmttlon man0.5Inchesammoanedasneededminso,alasttheyfmmBmProperty. saque"cos Io,Inch phase ma FOR of this nerredw. I. Assignosua usuryforthemMndenance program.The responsibility Iathe maintenance program w01 be assigned +,T OTHERPERMITS: to the comoctm who INH deelgnate ON of Its supavlsary,personnel to be We Imson to the owners repres how. As the sit!dlaur er-Is-11 owe¢,6.-,rile Wdigbml permhs ue required I.,ml project The ow�wr Than 1emIn the smvl«d a nCmaea p.otlssmrwl was anon mspTzt ana nwmmrme Cbmracmr•s rrraHhods SEDIMENT BARRIER Tnaownmd l orasnanea lape�Inet°r amini"geLaanslaPrdessionME"glnlmm a"anavagwaunmmyla lqunlmaaxaagenstathaEraslanawslelmemconw,roam rnetawnwnnaaopae p,,,r canaries Eroslan a sealment control slwaanal t°Inspect um sire weluv m acwaence wlm tIe on an Inspaenan,ePonsprepores on nanaitd the p.gaaL NYSGEC guidelines.Monllodng reports shall IF,prepared ant lned with om owmw,coutmaor, Copse ore an Cammleslon ant the Planning and Zoning Commlaslon as required. TEMPORARY EROSION AND SEDIMENT CONTROLMEASUNES-MAIRENANCE REOUIRMEWS: `U_dam SECTION A-A DEEP TEST • 1.8 CONSERVATION PRACTICES: Soil Data se This pr lses oj.0verol Low Impact Development strategies,An infiltration INFILTRATION TEST ® 7/18/2018 yysyum will Nused for thenmofffron the proposedhouse and drim This solder will yt CONSTRUCTION ENTRANCE -- ----. Hole# sig'fimMly reduce polkitmt bads found in mn-pdO source mmff. 1 S,horun fence learners Accumulated sedimen shall be removed when it has reached o height of 25X of CE ,n ma 1 2 3 The exist rig large trees along the mufhem property tine roll be prcteaed. the e"ad sediment bmrrier,and disposed offs an oppraprmt.manner. ____ Soil Type --- -----_._--- t9l3acuxENrLlsr: 2.c°mtlwiEnhwlce:sra"sfarrnepadsnonaar¢piacldasec¢dldduri,gfnaaamfl„aianp- -- 1.Storm Wmm Management Report to maintain the pod"rid prevent the tracing M soil ant,thorned. TOPSOIL 0-12" 0-101, 0-12" 3.Project Plan Sal comPNsed of Susan 1 trim z of 21 NYDRAUUC CALCULATIONS: CONTROL PLAN IMPLEMENTATION:2 SLOPE OR LESS ORANGE BROWN VERY FINE SANDY LOAM 12"-57" 10"-27" 12"-32' 1-The contractor ahml mspec me d acu mess and Cbnadbn d Wadm coned aevlls dunng arom events, 1 The Storm Wamr Manage rues Report wnmbte all dine hydmfopm edoulboug ant analyses ra eoa alter each rainfall avant al OS"01 mom,pit.,to wecaeMs and pd.,to torearrom large darn evens F 24 FEED COMPACT TAN SAND&GRAVEL WH•HLARGEROCKS 57"-88" 48"-761, 32"-ST" slIna",1`arcg'a'"'"°gvaum¢swiHbaanmua,ednam,nal•Ye.n,z4nourmnougnxs•vear.2anaurminmllaven,s. 2.Tneao„vec,msnenrepahm,¢placleamaeeamasloncam,dmlIs�reslmmaslaldy,anamaaal,mor°Irian RECHARGER 3O0xi NO GRASS CONNECTOR eSb COMPACTED HILL 4OZN VVCTYEN FILTER FABRIC CRAYCOMPACT VERYFINE SILTY LOAM 27"-48" 22 SOIL TEST RESULTS: Iau.hours after observing such da(clsooke. HEAW-WCHA`ABER ARONNDSTONE Soil tests war¢performed on the site and the results oppmr an sheet 2 of this plan set. e,The eary during be prepared ns mothot.inmrm drainage con a mac an contra mmsures as may I be necessary tluanB the course of consUucllan. AD°lua6mml %��:'%4�-.}',-�;U:±?+'?l��,n;:-_�+: - t`-1tr:.�-:Y•'A-^�a,';'?-',+ +y A� 3.p(/82mm SEDIMENT BARRIER CONSTRUCTION PHASES I.Tfoewtraaor shall make avelabko-s olle all equipmenh materials and labor necessa m lNlat MIN. _ PHASE I: aroalon camel meeautea within lour NUm°tatty impending emergency situation. 6'0•I152 inn) A MOTTLES - - L The clawing limits shall be delinsmed in the field by the project land survryor.Bosh shall be S The contractor shall mete a final Inspection,and dean up any backed ceWmWn an the existing mad. AGW _ _ chipped into wwich and placed outside th¢conslnlciion arra to be used ns mulch rt needed.The F.,ruction G Tao contractor shall have an call at all limes,a responsible representative who,when aNhmiam,will muc hre A eMMnces shall be mu h graded and the star¢ "stalled as shown an the site T.RT)GE 9 9 Pad i plan the necessary person"W,memrims and equipmmtantl amenwlEe ProWde Ina requred ecUm when notllied 3D.5•TFES mail MM 5L°PE� \MIN.SLOPE - 2.The perimeter siNoibn fence barriers shill b¢imtdled in nose larntiom shown on the approved plms deny impending emergencysinoNon. // \\ ROOTS 57" 27" 32" and in accord with thaslbmitted derdls. T.The convada,shag sapply a lelephon,number,to the NO mgancat,plmnlnlg agent sb that the conlmda 3.Stumps shall be ramaved flrml the site and disposed bffIrm in a proper,and legal reamer. may M mUefea during ao evenings ana m weeku,,if necessary. a..[152 mail INSTALLATION 8-me contrecnor shall maintain a minimum of 1501f of sift lence,30 straw bale and 1 fan M momlied dprep TRATTO R N RATE 1.58 INA 4.The neces exm sary vation shall be done far the Installation of the s art war r drtention rystem and faundOwn.Excavated muterm the ra l shall o" re faaa u during a"w ga tins dunng In.Immi pnwwt d the Prof.- NOTES Q<IFlt shall hot bepkaadwam any irddtratio aw PHASE IT: GENERAL EROSION AND Shall done 1,sm CONTROL PLAN NOTES: iza•I3D6 mail 580•Iials mail 6zo•N3z+mail 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND 1 S.RIDGE STREET 1.Regrading anmre site shall aonlInsuaramannlnaa ro Pmvantatagnantwderimm canean"g In dlpmasaians. STABLE. s.The marmwater mmagement system and foundation will sndl be constructed at this time. s.An lroslow am aaalminmgar ammo wwasa,lswin b!mstallsa p,wr to in!men of any aowsnaanon aanvlty- P[cxARa nHO av cut G c.of MOo1619.O,or. �"E REs",�k no Menw lnmunn's utE uxa¢o 6.Utility copsectiom im,the sued shall be made at this Hme. 3.All erasion aid sMimeMeHan control measures shall Wwnabuded in aceadance w the automated!cansHuafon Faartb wTb i"E PART lL°tlan+E 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. EFeRTo a�Oitna°G�comcs WRRFM�Ca1MEFmFD ,wcns OFlHEta,FAV9Efi. dmeils e,d In cmnpllence wlm me speclHcatlme and smMards faun In Tfo"GWtlehTws tin ShcEredm ant Sedlnwm M REaARGEn�°xin°dm�E�MaTaElxsT®m 3.UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE TTh,house,drmawaye and walkways shall bei ttledinacordance with the aammed sit pm". Cm,naraspmWmbyMeSMtsof New Ybdi.latest mvislon. WSSE AmH B°U ASP tELGaia,IAEAND SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES,THEN "g gadig I°I APPLxalroNs 30 xt 8.6r¢&-.,.tcd with theremamde,of He outside the limits ofthehouse&drive shall be done atihistima Orathis harbron 4.Shaillonience bsnlerswfll he Installed mthe 11,00a11distamm am,.SteNed stow bales,will ae Wlimd STABILIZED WITH VEGETATION OR COVERED. do.,didisturbodorear¢utside the limrsaf the putting t«hity and the Wilding shall becave.¢dWth onimmnof6'of topsail.seeded!ammutdled. asneawasarvaudnglinecararmcg°upedoa.AnwmNaanasnanmmaamaaaawHnmlaaanssamwmurepans 9.Flail ell lmm,a,.d site srabiumtian. a disturbance,Land distumae,well M kept a minimum.Ise IlUatMA dell msminee areas Fell occur Is soon ss 9"a ng.p g Final grading In complete. TEMPORARYSTOCKPILE DETAIL 10.All erosion emirol meom Bhall remain in placeand ineffediva condition untill all dirturbedareas hove been fully shdoliud with Beta ion. 6.All amean and sedlumadm tonal measures well N mairdalned an effective c,ndmons Wougbouf Be RECHARGER 330XL-H-10 LOADING n amairocll'"W 7.Accumdaled sealmeMwlll be removed ham thecontrol rnuaures and dlspo.Not lnalewlul masale manrer. NN m sClld If01' � 8.Addtion d control me,s ums will be Insimled dining the conenuctlan WW ilthe Zoning m Wetland FAtlonemont OHFeor requires Them.The design m9lnem snail Inspect the she perbtllra.IlYra ensure the pmpar Insmllatlan of eroslon control smau9. mea Regular ln6pecllona Wthe conanucfim Etta sMali be matll byanC(a@smlleWed me Townd Hartism ands A - - A poliessural manned by AN awnm to assure compliance win,the approved plae. 10,Thn nesporldi ryire ImplmenUng the eroslon and sedimenmliou caarol plan,Informnlg MI Pantosengaged an the PRECAST CATCH BASIN COMPONENTS conmrucUon ene of the mqulremmm and objectives of the plan,ndityilsg One appmPneN sown agendas of any AS.MANUFACTURED BY EASTERN PRECAST B'SCH.4D PVC IRS transferal this rasponslbuty and for conveying a Copy of ail eroslm am semmatlahon control plan IT##a to the la,m CO.,INCAN FA APPROVED EQUAL STIR-35 PVC PIPE\\\ is nandearrea is Placed upon ON baner d record. RISER 8'PVC SCREW CAP 10' I INDIVIDUAL PESPONSIBtE FOR IMREMENTIN6 I I!'-2'WASHE TOPSOIL TO PVC PIPES IN&OUT EROSION&5EVrAll ATOM CONTROL PLAN CRUSHED STONE FINISHED GRADE AS NEEDED(TYP.) VANCARv.LLHO 568 WESTLHEST€RAVENUE RYE BROOK,NEW YORK 10573 32"x 32"TYPE CL £ CATCH BASIN TOPzo CROSS SECTION A-A POST-CONSTRUCTION MAINTENANCE PROCEDURES: PROVIDE TRAP 1.CLEAN DRIVEWAY SURFACE 2 X PER YEAR-SPRING&FALL- ON OUTLET PIPE TO REMOVE SEDIMENT AND ORGANIC DEBRIS ON THE DRIVEWAY SURFACE TYPICAL CULT EC CHAMBE CULTEC 41D FILTER FABRIC LI FRAME FINISHED GRADE VIA A BROOM AND TARPAULIN. INSPECTION POP 6'INTERNAL COUPLING ADJUSTTOGRAOEWIT- 10"CATCH BASIN TYPICAL INSPECTIONI PORT DETAIL 2 III OF FOUR COURSES OF BRICK 2.INSPECT CATCH BASINS,CULTEC INSPECTION PORTS,CLEANOUTS,AND RISER EXTENSION NO SCALE e MIN PRECAST REINFORCED CONCRETE OUTLETS 4 X PER YEAR TO ENSURE THAT THEY ARE NOT BLOCKED. MANHOLE ECCENTRIC CONE COREICHOP CONCRETE FORP ES 2'-0"DIAMAX. / 3.REMOVE DEBRIS IF BLOCKED FROM ANY OF THE ABOVE-REFERENCED IN&OUT;SEE PLW FOR 2-0 DIAMIN PIPE SIZES&INVERTS. ITEMS. GROUT PIPE TO CONE. WELDED WIRE FABRIC(TYP.) 24"CATCH BASIN TCONE MIN 24" SUMP 12^(TIP.) 6"SOLID A A CONCRETE BASE OPTIONAL STEP WATERTIGHT GASKET OR SEALER 8^MIN. 6„ 7, 4•-a•Dia SU REINFORCED CONCRETE SLAB MP DEPTH VARIES SHALLOW DRAIN MANHOLE PRECAST CATCH BASIN WITH TRAP&SUMP %w� (OR APPROVED EQUAL) NOT TO SCALE tip c,.Ei F( -1`1•EI MOST mPDwAYEt -rat aAwM mRSE mPEIPAw, * x` a•IhNmAt aaN mRN IRRAP1R, 'SEE wlfE T TRAWL tell rat MDT!V ALM R'RACEE11T .._ -a^adnAu OVER ana SEAL JRM--` Tp.. ..ITQ'wIXL IIO Fat ,--WIN ETISIW Lea. ht Al AM Hu $S1I}t1P�-� fa5Ea6 CUF,IaIT PHENEW -F�_�____BM ayX111 @&gLAt EnsrwcIKSMlPavINENT,A a r' MA5R1AlsrAETildl NOTE:UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS ENGINEERING DOCUMENT IS A VIOLATION OF atT,l ASRUL,owl Ea Ishod,PArDExr tr g.msE urEN San "S" ffu NPTM TITLE VIII,ARTICLE 145,SECTION 7209.2 OF THE NEW YORK STATE EDUCATION LAW. - r aim � EX.GRADE SAWkT FALL 9EPTN-SU mtE3 -- ----"-- a2Yd BrNEA MIM[dULPPIYEI ANlRMa MSE IUpSE 61P(IPAws -... - kE xON 2 SEf qdE S a PPE 110 r1 rn PPF y[,a RD `kE OETIR^A•°g- 4 8 8 19 DETAILS,DRIVEWAY PROFILE R.M.F. d o+d� w +rn +° _a 3 6 18 19 DETAILS,DRIVEWAY PROFILE,PAGINATION R.M.F. 0 0 J R' 2 2 25 19 TITLE BLOCK R.M.F. Q 0 Ld -d L,1 AS lix PAVE"RESTORATION OETAIL J Z Lid Q FOR LAMµITWWA DINNER FOR 1 11 26 18 TITLE BLOCK R.M.F. <( ORAW OR UTILITY OPERATIONS ON SNIXLO€R5 ASBII PAVEWI T RESTORATION DETAIL 100 Lid J F-(I _j wen. FOR OPEN all FOR DRAINAGE DB UTTI OPERATIONS No DATE DESCRIPTION DWG cr)= 1.NIL LMITM,RN WS N UOUN,MAL aEWIaE IN UXNN-Ma M MRAaa 111N FUI QPu"HisaxT AN 1-11 NOTES. REVISIONS T.AL.-1 saint N PAem all sear SNIIA U_'DoI w AFtgRtM4 aim iN Me+Mt STILE OF➢.-,OF I.AI MTFRMtS Mitt Is PaallEN M M SrAl SE CDWEM N ACCtrDAaN mid TNT M1 IOW.STKH FEwpUEHT re 1RaNP 110 STAI M srMiCATiORS Atli At CmEe YsNIDLat TAANSPorITI N STA MIETT'ATNNS ANa AL UP"'ANERNI PROJECT 3,0% -2.0% 1.0% PR.GARAGE 3"Iff.Srs Kw In,WKPALFRI.WArRIAANDKacs PrutB of M.WanfilhWN MIR letXTATSI y�gAINktI MUT a.AT�,B,ADFLINLLELAWritTHINWa aO%la's�ITER,R STORMWATER POLLUTION PREVENTION iKC,TE TONI C SIVEtf s TESTS R Fat.W El c R"L.'i t 1N ET M 1M AECaNNIaP.E G SEOTIN tea LF Ra SFWIkN M MFN I NMt k 5RE{T TESTS FBI.NIIENA AID PUf lK SNat R IN M FILL. T(RI K XIS ire U"DE SIL'DAiD EL.95.0 UEWI[krlN pIPKtNw RTT5 Tel M WILITY EO N N ED,ktECt MkEEN Fa TIA Gas XAS i-0 kt a ex m Ma aLW In W mTg WWIODUI IRE PH U tdtlhEtEa N N BALE SEIEVI MT R F LL.YA DISK aX3 TO kt FR M m M0 1LLaa. :N LNraAtm xIr Masted m TM an mknr irtR st[<tM MTMgt smJEEr tD uPParAt N THE ENGI1EFa TN mM&AcrM or SiNaaAD 7H PIPE OR InaIU nTx sRrut IaTENµ s48JEEt 79 aPPAByµ of THE i1NNaFR. FRANGIONE ENGINEERING,LLC 4.M a•ASi PAW" COMS MI BE RAEW is LIFTS NO GREANTER Trell 4•.IT THE EAISI%PAWAFT IS WEaTU L IgE a'A'MfYT PIYUEAT SIDE CRaEFS Wk OF RATE W IBTS ID CACITIS 7ig11..,It IT,giEw PAXSON,Is CREA,ER PLAN FOR E DG E W00D CONTRACTING CORP. (:IVIL ENGINEERING MAN fr TILT muffin IXE Blff LOUSE TRIBESS VAL U B&N,i-So RE miTN N BE OESTEXURNa MYfixe,Y1tarz •IIm tr TOTM THICAKSS,THE USE COUR F IN TRESS SNAL R NMEA5EO S9 TXE MN OF I.*NSiDRAIINI PI*am VATCAS 90 na drsid IRE E r. iN(I STWC N"M. P R.ASPHALT DRIVE S tOn L7aneUlAR FMF tkStAU1IM5,IT YAT BI AMURY TO O uRRIA N THE 9ana rr,N THE RR ux'a CLSY R COANIFI, STRUCTURAL ENGINEERING ,ETIONS SUN AS AREN.T FAUHa 1XHAHW PBES V"1"E4 iR in.Illess MUS M M A,OAS TO Halt TIE PUTS I.'M INN 'WE 1NSIMLatyN/R 17 ALIT M IEHSDNPt 1OTRIT T TM MIKI W N FR MNG DIN CISH PLAlfilho, LAND DEVELOPMENT IanrAs sure AS I"anµ,r FataD auEatro<t NNs anti eAru,M lElw:anwe xTalPs at CAANt eAcs toD BwN Tie mRs 570 WESTCHESTER AVENUE(a.k.a.1 S.RIDGE ST.) Ea al,SEO la R2.1 rLmAlWt OIN�Uk0 To PIXIMI FLOTINAR, 15 SNOWBERRY LANE L I�Fp ai{g',iN,E_M ius o1P41Na51 A0F.EFAF4D"ATIp BE Tor er SLNLRIof at'a.a Uss-z�,<LXi tue,H I RATE TIE gISTAn[[BETMN 19 rid a RR EIFIUM AW TIE TOP OF SARANAK EAwilMX IS LESS qW 21.MW SYdI.L N RYE BROOK NEW YORK NEW GANAAN,C7 Dfi84U TO IN SATFIU_AAMM to 10?OF EmMAa 1AVATIm. ,,ME BaliaarueM IS F1,CgN,MFO Al tE SOON a.Tilt,NNCN•A LATER if SELECT 9-0 IAL N V.SN SHAL M L MERE UNJIITMLE tutE&FA,Ia FR 6RTENN A,IN:Oasts OF THE 1MIa11.A L WER OFSELECT pR.FAL m 03"SIAAL a (203)554-9551(PHONE) ""TO PNOVIOE A STsBE GIMAXL HAW TO PHONE A velar.... h.NN ACT HAS Gig IN tDiNACT fire kdar E'i M G'7 iDJ OM jUSS U1C'E&M IS M91D 7'IN AN APPRNEu°FRAft 1.N mT RACE Mil IN irry-aid kW FR OR cwt;m ULt.MMWiW is rourte MIN AN ANbrarn Pm k URAWING NAME (203)966-6957(FAX) 80 I CO NOT PLANT CLSh dlRjb FLY AM IN Ger"Au flu Mi mN W ONEME not NN5 a FHTnKS I.be mi PLACE ute ENIXmm Fly ASN W Gotten*Ill MI tell he-at"PWES ca TIT'Ars, DETAILS&NOTES Is.At PANUEN'a�MI$StaaL ME SEAEB. a µs PA�A::mrei$$%I R`SEAM �N C 1 N II,A,BLSTIMIX M jai PAVFAENT Sei FIVE M"Frags"Ell S-M MI-`ANT 24 fAtiPS,wa tual,STNPNW Kim ID,ILL OfirMO M A.PANSIOD 5a¢,NATE TDflYMY FANI&NI SUPW MIAETA 91"24 WK ND NNa.SUM BUDN F 0+00 0+25 0+50 1+00 Atu"AllaOFPRE u PTA IF B)Ib F DIy scrdE MUNICIPr,LITr DATE:5JIJ17 may' DATE AS NOTED RYE BROOK SHEET No P PR. DRIVEWAY PROFILE STA. 0+00 TO STA. 0±61 AT.B&aasNwa IN11dL ars!"Mlalm I DATE-.511/11 SEPTEMBER17 2018 SHEET 2OF4 N[Wy➢R1C SEC.135.83 BLOCK 1 NOTED CRAM fax 11 Mt ONDIEW ME.1ME%OTaNa6C WN A Z SCALE: 1 IT = 1 0 A =,ew""I TFaPn F=ortarion aentiolf p flyy R.M.F. ' manns Nsrmatsd BEua-ASIMAIT PwAaN,le t. Tr I na".I ay portatior, LOT 57 a - DZSttaTlal OFLA-ESNAT 9ANMRT I NWN c4 FILE NAME; i l ZAYE BROOMARVANIG1 ARV 01 S RIDGESITE R9,DWG F'RANGIONE ENGINEERING,LLC SCALE:AS NOTED Fill ND 0806 15 SNOWSERRY LANE NEW CANAAN,CT 06840 PRINTS NOT VALID WITHOUT ORIGINAL SIGNATURE&SEAL. AVON CIRCLE > SITE MARTIN LN. OR z r LA 51 0 AV AVE. cz, 6 LOCATION MAP SCALE; 00 00, A/C AIR CONOITIONSR 91 8.C, BOTTOM OF-CURB 0 SOT BOTTOM 0 F.L. FLOW L IN,` \ \ f Z.EX. LZEVA�70A/ EX15171VG C: SB cq,,�, HP HIGH POINT C1,�0 — T.B.R.R.R. 70 SE REMOVED VED Q) 9 d % 19S PR. PROP05f-D 0 S.U.H. SEWER MANHOLE C) 0/� TYR TYPICAL Q (D '10 DUH 5RA11V MANHOLE /cb 19S 010 r / .76 Y.D. YARD DRAIN Y6 19/2 0 96 S1. RL— ROOF LEADER tJ FD— F00771VG DRAIN CEE�� STONE WALL EX CONTOUR LINE 00 -96 C! 0 y 01 I X 9629 PR CONTOUR ZIIVf- 11 X STOCKPILES 119 X 108 EX SPOT ELEVATION I 70 AREA, 0 &t. Or PR.SPOTf-ZEYARON e TREE 0 0 / / i \ T�F� / C) TRf-f-T R R. :3 1 0 1 '17 ---—------------------- ox 1 X — SEDIMENT BARRIER I X CF— CONSTRUCTION FENCE Co r) ly GAS— GAS LINE JHW— OVERHEAD WIRES /01 W WATER SUPPL K LINE O ` I + / / I6.T �' T'QF�c 4 � 9 7 s S OFF / , C: CE U0, h°� 2 A / 00' i/ \ IX I Co 4� N, CO /OFF / / �� \ slot (-0 1 NOTE:UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS ENGINEERING DOCUMENT IS A VIOLATION OF + TITLE All,ARTICLE 145,SECTION 7209.2 OF THE NEW PORK STATE EDUCATION LAW, 0 0 /01 1/7/20 PR.STAIRS R.M.F. 07. 3 11/6/19 PR.DRIVEWAY ENTRANCE R.M.F. d,9 29/19/19 PARKING SPACE LABELS R.M.F. 0 L-8/8/19 PR.DRAINAGE R.M.F. ICI No IDATE DESCRIPTION DWG ZONE IS"R2-F". PROJECT REVISIONS STORMWATER POLLUTION PREVENTION BURIED UTILITIES(GAS,WATER)SHOWN HEREON ARE BASED ON SURFACE INDICATIONS FRANGIONE ENGINEERING,LLG AND ARE APPROXIMATE ONLY. L ENGINEERING Co CIVI PLAN FOR EDGEWOOD CONTRACTING CORP. STRUCTURAL ENGINEERING ORIGINAL TOPOGRAPHIC INFORMATION OBTAINED FROM SURVEY PREPARED BY TC L?J6, 570 WESTCHESTER AVENUE(a.k.a.1 S.RIDGE ST.) LAND DEVELOPMENT 15 SNOW BERRY LANE MERRITTS LAND SURVEYORS,394 BEDFORD ROAD,PLEASANTVILLE,NY 10570 ENTITLED 7o�) �I RYE NEW YORK NEW CANAAN,CT 06840 "TOPOGRAPHY OF PROPERTY PREPARED FOR TAX LOT 57 SITUATE IN THE VILLAGE OF RYE /92 (203)554-9551(PHONE) BROOK,TOWN OF RYE,WESTCHESTER COUNTY,NEW YORK",DATED MARCH 12,2018. ad (203)96"Q57(FAX) FRANGIONE ENGINEERING,LLC TAKES NO RESPONSIBILITY FOR THE ACCURACY OF THE 0,>CI(9 0/0 DR—ING NANE 1 ORIGINAL TOPOGRAPHIC SURVEY, TOTAL LOT AREA 7,398.6 SQ. FT. F4Qe EROSION CONTROL PLAN S C I OR 0.169 ACRES 0///� sc� MUNICIPAUTY GRAPHIC SCALE 1,=19 RYE BROOK SHEET No UTILITY NOTE: 10 0 5 10 20 40 DATE JULY 18,2019 SHEET 3 OF 4 F -Z Unclorground utilities,facilities and stnucturres have been plotted from surface indications and record sources.The I I 1 11 OWNER/APPLICANT: DRAWN 9. locations of all underground utilities am approximate only.Additionally,there may be other underground utilitles the EDGWOOD CONTRACTING CORP. R.M.F. SEC.135.83 BLOCK LOT 67 1 0 existence of which is presently unknown.Any party ub1I7Jng the utility mfonmaficm and data depicted on this survey shall call"DIG SAFELY NEW YORK"at 811 a minimum of forty eight(48)hours prior to any Construction activities to C/O VAN CARVALHO — S3 A, verify fla location of underground utilities. IN FEET 236 SOUTH REGENT ST. I inch=10 ft FLE NAME:PORT CHESTER,NY 10573 ITYEBROOKrARVAIII-01 SPJDGE9KEN ARV ML01SRQa&TI I FRANGIONE ENGINEERING,LLC 15 SNOWBERRY LANE NEW CANAAN,CT 06840 FI1,R Nn. 0806 PRINTS NOT VALID WITHOUT ORIGINAL SIGNATURE&SEAL r4i GENERAL PROJECT NOTES: nn� 1.THE TOWN ENGINEER AND BUILDING INSPECTOR MAY REQUIRE ADDITIONAL EROSION AVON CIRCLE 4 t DRAINAGE NOTES: ,ri�Q�h CONTROL MEASURES IF DEEMED APPROPRIATE TO MITIGATE UNFORESEEN SILTATION AND D,� $ / \ O EROSION OF DISTURBED SOILS. �' a 1.ALL PR.DRAIN PIPES SHALL BE 6"SDR-35 PVC ASTM D3034 WITH MINIMUM 1%PITCH �k- \9 /� 2.AS-BUILT DRAWINGS OF THE SITE IMPROVEMENTS SHALL BE SUBMITTED TO THE TOWN = bye n UNLESS OTHERWISE NOTED. /h \ O ENGINEER AND BUILDING INSPECTOR FOR REVIEW PRIORTO OBTAINING CERTIFICATE OF ¢ y > 2.POSITIVE PITCH SHALL BE MAINTAINED AWAY FROM THE HOUSE AT ALL TIMES. 30.PROPOSED SOIL SLOPES EXCEEDING 1 ON 2 SHALL REQUIRE APPROVAL OF THE BUILDING 2 zo m \ INSPECTOR. yyt 4.APPROXIMATE LIMIT OF DISTURBANCE--6,000 SQ.FT.t c S 5.ALL TREE STUMPS SHALL BE HAULED OFF-SITE AND LEGALLY DISPOSED OF AS SOON AS F COMP POSSIBLE.THERE SHALL BE NO BURYING OF REFUSE OR DEBRIS O Qr 6..PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES,THECONTRACTOR(S)AND ST CNE3TfR4VP SITE C q 0%n SUBCONTRACTOR(S)THAT WILL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING THE 4'0F /i{ STORMWATER PRACTICES MUST BE IDENTIFIED.EACH OF THE CONTRACTOR(S)AND n /��^ ✓/�1,n SUBCONTRACTORS)IDENTIFIED MUST INCLUDE AT LEAST ONE"TRAINED INDIVIDUAL"THAT y tj43 / Cp/� WILL BE ONSITE ON A DAILY BASIS WHEN SOIL DISTURBANCE ACTIVITIES ARE BEING m `\D //jV"C\\9 %° /0 7 PRIOR PERFORMED. COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES CONTRACTOR(S)AND Iv c F / �C 2�9 c(Jr�UBCONTRACTOR(S)IDENTIFIED SHALL SIGN NOTE"X". a (40 Ogfch .p/ foh >> � p d \\�9Qsi� \8,� �9�j 4s/� P R. 6 PVC MARTIN LN. 6 CIS '7L�`\(p6'�'9 00,�, 89 / FOOTING DRAIN 6 8 c Oro c CrFRANHLIN SS. \ p �599 curb P R. D M H \� ELLENCALE Ate' RIM 95.5+_ LOCATION MAP SCALE:l"-500' RGP� s/ FL. IN: 92.5 ,�� \g•, F.L. TO CULTECS 92.5 LEGEND.- (� G � o \ F.L. OUT: 93.0 A/C All?COND/T/ONER (� P R. F.L. 9 0.9 �Cr 3.C. BOTTOM OF CURB BOT BOTTOM F.L. FLOW LINE EL. ELEVA77ON EX. EX/S77NG C O� �� \ 0^\ HP HIGH POINT T.B.R. TO HE REMOI ED C4/o 1-V Cr@f \ e \ Pg. PROPOSED �/ h,�j TYP U.H TYPICASEWER MAN HOLE (6) PR. CULTEC RECHAR ER 330XL UNITS YARV � C DRAIN b / �� \�/� \�p% fr OMH AIN j8 WITH (2) INSPEC ION PORTS (TYP) \88� I 3 \ \ o d YD. YARD cc, BOT STONE EL. 90.6 \ b B T. UNITS EL. 91.1 RL ROOF LEADER TO UNITS EL. 93.6 \ D FD FOOT/NG DRAIN \ \ \ STONEWALL PR. 6" PVC V I \ \ \\ �\EX.CONTOUR L`\[/NE O V E R F L W PIPE III PR.CONTOUR LINE x 10.8 EX SPOT ELEVAT/ON ePR SPOT EIEVA1701V I I \ PR. 6" PVC O IREE ROOF LEADER (TYP.) I EX. DRIVE T.B.R. RE-VEGETATED �F ® PR. CB Q I \ Gq F V In �4G�•10 �\ RIM 94.9± I I O 4 FF� 4,0 F.L. TO CULTECS 92.8 I 5 9S0 F.L. OUT: 93.3 SUMP: 90.8 211 (12) PR. CULTEC RECHARGER 330XL UNITS WITH 2) INSPECTION PORTS (TYP) c \ / PR. COVERED r BOT. STONE E. 90.3 BOT. UNITS EL. 90.8 Ls• , \ �� / WALKWAY TOP UNITS EL. 93.3 J j PR. O STAIRS `T/�AI RS�'� NOTE:UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS ENGINEERING DOCUMENT IS A VIOLATION OF N+ J TITLE VIII,ARTICLE 145,SECTION 7209.2 OF THE NEW YORK STATE EDUCATION LAW. -p 00 E X. SIGN To ^c�� 4 1 7 20 PR.STAIRS R.M.F. ,. �j�9, 3 11 6 19 PR.DRIVEWAY ENTRANCE R.M.F. 2 9 19 19 PARKING SPACE LABELS&DIMENSIONS R.M.F. BE RE-LOCATED k J / 8 8 19 PR.DRAINAGE R.M.F. No jDATE I DESCRIPTION DWG �r P R. WALL W. RAILING PROJECT REVISIONS ZONE IS"R2-F". P R. ASPHALT (�} STORMWATER POLLUTION PREVENTION BURIED UTILITIES(GAS,WATER)SHOWN HEREON ARE BASED ON SURFACE INDICATIONS N - �// e T.W. 1 0 0.5± FRANGIONE ENGINEERING,LLC AND ARE APPROXIMATE ONLY. DRIVEWAY �/� CIVIL ENGINEERING PR. WALL g B.W. 96.0 PLAN FOR EDGEWOOD CONTRACTING CORP. STRUCTURALENGINEERING ORIGINAL TOPOGRAPHIC INFORMATION OBTAINED FROM SURVEY PREPARED BY TC / 570 WESTCHESTER AVENUE(a.k.a.1 S.RIDGE ST.) LAND DEVELOPMENT MERRITTS LAND SURVEYORS,394 BEDFORD ROAD,PLEASANTVILLE,NY 10570 ENTITLED 6, 15 SNOWBERRY LANE TOPOGRAPHY OF PROPERTY PREPARED FOR TAX LOT 57 SITUATE IN THE VILLAGE OF RYE T.W. 101.0± � V" FQ RYE BROOK NEW YORK NEW CANAAN,CT06840 BROOK,TOWN OF RYE,WESTCHESTER COUNTY,NEW YORK",DATED MARCH 12,2018. kn n F�y/ Sf P R. WALL zoo)3)96&Et(PHONE) FRANGIONE ENGINEERING,LLC TAKES NO RESPONSIBILITY FOR THE ACCURACY OF THE B.W. 9 7.0 0 0 e,2,00sf0o ORAwNONAME zoo)sss fissT(FAX) ORIGINAL TOPOGRAPHIC SURVEY. TOTAL LOT AREA=7,398.6 SQ. FT. �p boa DRAINAGE ONLY PLAN OR 0.169 ACRES �orfh e T.W. 101.8± NCI�F UTILITY NOTE. GRAPHIC SCALE oA 1"=10'M""Ic'F�'TM RYE BROOK SHEET No O F B.W. 97.0 4 10 0 5 10 20 40 TE JULY 18 2019 SHEET 4 OF 4 z Underground utilities,facilities and structures have been plotted from surface indications and record sources.The •< uw,vrti SEC.135.83 BLOCK 1 V locations of all underground utilities are appmzimate only.Additionally,there may be other underground utilities the Q R.M.F. `- E n eAstence of which is presently unknown.Any party utilizing the utility information and data depicted on this survey _ LOT 57 J 2 shall Call"DIG SAFELY NEW YORK"at 811 a minimum of forty eight 148)hours prior to any construction activities to - A. vebfy the localion of underground utilities. (IN FM 1 inch=10 ft, FILENAME LIRYE BR00MCARVAK01 S RIDGE SIREETICARVAHL01 SWOGE SITE R9DWG . FRANGTONEENGINEERING,IJ.0 15 SNOWBERRY LANE NEW CANAAN,CT 06840 FILE No 0806 NOTE:STAKING,GUYING AND WRAPPING EVERGREEN DECIDUOUS TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT.DETAILS TREE TREE PROVIDED UPON NECESSITY 1 OI PRUNING ONLYTO REMOVE BROKEN OR 47 DEAD LIMBS,CO-DOMINANT LEADER OR CROSSING BRANCHES. SHRUB O2 TOP OF ROOTBALL TO BE SET FLUSH WITH W ES T C H ES T E R AVENUE vlsleLE.ADJACENT GRADE OR 3LIGHTY HIGHER IN POORER SOILS.ROOT FLARE SHALL BE SCALE 1/8"=1'-0° 3p.P REMOVE ROPE,TWINE,EXCESS SOIL,WIRE, BURLAP AT TOP 1/3 OF ROOTBALL.REMOVE ©FFS ALL NON-BIODEGRADEABLE MATERIAL FRO TOTALLY FROM BALL 41 CO 4 MULCH WITH 3"PARTIALLY DECOMPOSED 0 8' 16' 2* RNF O SHREDDED HARDWOOD MULCH,DARK IN R 5 2 3 4 5 5 2 3 4 5 COLOR OR APPROVED SUBSTITUTE.DO NOT COVER ROOT FLARE. N'HIGH X 6-DIAMETER MIN.COMPACTED SAUCER BEYOND€GE OF FOOTBALL. © © ° PLANTINGMIXLOAMY GENERAL NOTES U() C O WITH EXISTING SOIL N SANDY SOILSADD BACKFILL ' - - 20%MAX.ORGANIC MATTER.(ALERT LANDSCAPE ARCHITECT IF POOR SOILS ARE EXISTING SURVEY INFORMATION PREPARED BY TC v 1 7 PRESENT)TAMP WITH FOOT AND WATER N MERRITTS DATED MARCH 12,2018. /\ . I EXISTING SIDEWALK 7 ROOTB 2 X BALL DIAMETER MIN. 2 X BALL DIAMETER MIN. i� OO ROOTBALLTO REST ON UNDISTURBED OR PROPOSED ENGINEERING ENTITLED STORMWATER —\ COMPACTED SOIL TO PREVENTSETTLING POLLUTION PREVENTION PLAN-OVERALL SITE PLAN" L__________ __ ___ __ L__ \ SHRUB AND TREE PLANTING DETAIL HAS BEEN PREPARED BY FRANGIONE ENGINEERING � >— ———--——— X OF NEW CANAAN,CT.BATED NOVEMBER 6,2019 v SCALE=N.T.S. 'I _\ traffic 5-Ns i 1 SEEDING NOTES: PLANTING NOTES: 1.FINE GRADE AND SEED AREAS DISTURBED BY CONSTRUCTION I,ALL BIDS INCLUDE SITE PREPARATION,SOIL,AND PLANT MATERIALS,TREE \` / V) OPERATIONS AND AREAS NOT COVERED BY BUILDINGS,STRUCTURES, / a PAVING OR PLANTING AREAS. PITS,INSTALLATION.FERTILIZER,MULCH,GUYING,AND TREE GUARANTEE, 0UNLESS OTHERWISE STATED. LD 2.SPREAD STOCKPILED TOPSOIL,PROVIDE CLEAN FILL AND TOPSOIL AS I / 11 4 �- I REQUIRED TO MEET FINISH GRADES AS CALLED FOR(MIN,4"TOPSOIL IN 2.LANDSCAPE CONTRACTOR IS TO LOCATE AND VERIFY ALL UNDERGROUND T AND OVERHEAD UTILITIES PRIOR TO DIGGING FOR FIELD VERIFICATION.THE SEEDED AREAS AND MIN.6"IN PLANTED AREAS.). OWNER AND LANDSCAPE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY 3,THE RATE OF SEEDING SHALL BE 350 POUNDS PER ACRE 18 POUNDS DAMAGE TO UTILITY LINES OR IRRIGATION LINES. / 0 1 0 I PER 1000 S.F,)GRASS SEED SHALL BE SOWN BY HAND OR BY APPROVED ( \ ' AND Q Q MACHINE IN SUCH A MANNER THAT A UNIFORM STAND WILL RESULT. 3.LANDSCAPE DISCREPANCIES AND CONTRACTOR G VERIFY ALL CURRENT THE L DRAWINGS CAP L7 CHECK DISCREPANCIES AND BRING TO THE ATTENTION OF THE LANDSCAPE I LO AFTER SEEDING.THE SURFACE SHALL BE EVENLY RAKED WITH A FINE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. i I 1 I TOOTHED RAKE.(SEED SHALL BE 50%KEMUCKY BLUE,25%RED F€SCUE, _ / 25%PERENNIAL RY€.) „/I L,, 4.PLANTING PLANS SHALL TAKE PRECEDENCE OVER PLANT LISTS IN CASE OF 'UI\VVI U / ^ \ v Cr DISCREPANCIES.CONTRACTOR 45 RESPONSIBLE FOR VERIFYING ALL PLANT h 4.APPLY I"OF LOOSELY APPLIED WEED FREE STRAW MULCH TO ALL U / QUANTITIES NECESSARY TO COMPLETE THE PLANTINGS AS SPECIFIED ON THE SEEDED AREAS. PLANTING PLAN.CONTRACTOR(OWNER)TO ADJUST QUANTITIES OF HEDGES �rL t" I I/1 ��. 1-CC AS NEEDED TO ACHIEVE A CONTINUOUS HEDGE WITH NO GAPS BETWEEN 3 I 1A/S1 ( Q 5.APPLY EROSION CONTROL BURLAP TO ALL SLOPES OVER I FOOT PROPOSED L7 G71 L7 VERTICAL TO 2 FEET HORIZONTAL. SHRUBS. ECHARGERS / 6.ROTO-TILL COMPACTED AREAS AS REQUIRED 5. 4 p+ (,F' " ` 3-ITE I NO CHANGES ARE TO BE MADE WITHOUT THE PRIOR CONSENT OF THE G..�-�"�� YENGINEER/ LANDSCAPE ARCHITECT AND OWNER. v1Lly..r 1;T(,LENT + / / + 7,RESEED ALL AREAS THAT DO NOT SHOW A SATISFACTORY STAND OF 6.PROVIDE ALL TOPSOIL NECESSARY TO COMPLETE ALL APPROPRIATE BUIIL:i V GRASS AFTER 30 DAYS AND CONTINUE TO DO SO UNTIL A SATISFACTORY PLANTINGS AND BERMS AND TO PROVIDE FOR PROPER DRAINAGE OF / / STAND OF GRASS HAS BEEN ESTABLISHED. PLANTING AREAS. 1_MV 7.ALL PLANT MATERIALS ARE TO BE INSTALLED IN COMPUANCE WITH / J STANDARDS AS ESTABLISHED BY RECOGNIZED LANDSCAPE ARCHITECTURAL AND AMERICAN NURSERY AND LANDSCAPE ASSOCIATION PRACTICES.SIZE 1RPJ AND GRADING STANDARDS SHALL CONFORM TO"AMERICAN STANDARD FOR - 1-VXB NURSERY STOCK",SPONSORED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION,PLANTS SHALL EQUAL OR EXCEED SIZES AS SCHEDULED. \ 7-CKF T r 8.ALL AREAS INDICATED AS LAWN SHALL BE SEEDED AND MULCHED AND t r'af IC / \ \ / .4 RE-SEEDED TO ESTABLISH LAWN-PROVIDE UNIT PRICE AS WELL AS QUANTITY. 9.ALL AREAS INDICATED AS SOD SHALL RECEIVE SOD \ PROPOSED 10.ALL EXISTING AREAS AND NEW LAWN DISTURBED DURING THE CONSTRUCTION PROCESS SHALL BE REPAIRED AND SEEDED TO ESTABLISH \ \ HOUSE LAWN FREE OF DEPRESSIONS CAUSED BY CONSTRUCTION. 11.TOP ALL PLANTING BEDS WITH SHREDDED BARK.MULCH,7'DEEP,AFTER ALL ADJACENT BUILDING MATERIAL HAS BEEN PLANTED AND WEEDS REMOVED. \ \ 1 0 i{�C- 12.INSTALL NEW IRRIGATION SYSTEM AS REQUIRED TO PROPERLY PROVIDE \ \ 3-RPJ � r'`eF (ll-� ` 100%COVERAGE OF ALL NEW LAWN AREAS,SHRUB AND TREE AREAS. LfO \ �pNDSCgp� QpUL.pVsy�,p°y 1-RPJ TREE REMOVAL AND REPLACEMENT EXISTING TREES TO BE REMOVED `4n�In/y (1)8"CALIPER ' 9 2T4 < \ —L-J — < (2)ILLY'CALIPER 1-MV Tr OF N O \\ —— T r (2j 17'CALIPER \ 0 \ \ 25-LM — L——1_ J_ �(� �eC (3(16"CALIPER � 20"CALIPER � f r (1)22 I "CALIPER i 1 ca 1-lcs (1)2,VCALIPER PER ZONING CODE 235 18 TREE REPLACEMENT liceensseedlandscapeea ch t architect \, PROPOSED SHALL 2 2.FOLLOWS. REMOVE CAL.TREE PER TREE 10-24"CAL. \\ I RECHARGERS I REMOVED www.deanpushlar.com \ BY ENGINEER I TOTAL TREES TO BE REMOVED=11 TREES dpushlarQcharter.net \ \ i TOTAL TREES 10-24"CALIPER-1 D TREES 203-733-8516 REQUIRED REPLACEMENT=10 TREES 13 Kimberly Drive \ + Brookfield,CT 06804 \ _,J KEY QUAN BOTANICAL NAME COMMON NAME SIZE NOTES 5-ITE \ DECIDUOUS TREES revision:site changes JANUARY 15,2020 \ 1-QA\ date: DECEMBER 6,2019 1-QA CC 1 Cercis canadensis Eastern Redbud 2-2.5"cal. B&B MV 2 Magnofiavirginiono Sweetbay 10-1.2'ht. B&B \ Cl r T ie BUILDING Nis 5 Nyssas*atica Blackgumtupelo 2-2.5"cal. B&B QA 2 Querc us Alba White Oak 2-2.5"cal. B&B E D G E W O O D + \ s rRF DECIDUOUSSHRU85 C O N T R A C T I N G ITE 8 Viburnum vir m x'8'rkwo Henry Virginia Sweetsnu #5 cant. 4'&B CORP. VXB 7 Viburnum x'Burkwoodii"'Mohawk' Burkwood Viburnum 3-4'ht. 8&8 EVERGREEN SHRUBS 570 W E S T C H E S T E R AVE. RPJ 5 Rhododendron PJM PJM Rhododendron #6 cant. B&8 q K A 1 S.RIDGE STREET )I, \fi IGS 4 flex giabra'Shamrock' Shamrocklnkberry 24-30"ht. B&B RYE BROOK, NY PERENNIALS,GRASSES AND FERNS CKF 7 Colamagrosfisacutiflora'KarlFoerster' Feather Reed Grass #I cant. 2'o.c. \ \ \ LM 30 Liriope m uscan'Big Blue' Big Blue Liriope #1 cant. 15"o.c. PLANTING PLAN job number:)= scale:as shown drawn by:dpp drawing number: \ L-1 .0