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Home My WebLink AboutBP16-237T4t.27-7 3tr 34P.2%1-35 143.27-2-34 141.27-1-33 NOW OR FORMERLY Now OR FORMERLY NOW OR FORMERLY° NOW OR FORMERLY DARIU Z & EWA SZERElKO MEMO & ANNNUN11ATA LAGANA RANDOLPH & RENEE MEADS CAPWZANO FAMILY TRUST . 7 2 , - 4 ,2� I l8 NQW OR FORMERLY JOAN CONKLIN TRUST 741.27-1-28 NOW OR FORMERLY 107 RIDGE STREET Filed Map Lot I 1-.1vi. V 01. 71, Page I - Light Post ConcreteCurbI I Asphalt Drive - Asphalt Drivd N09 -0530W carFence Fence N-1 _1_d5T2011_W I , 20.15 Concrete Curb 7 est 0.77' ft 4 1,03' Edge of Asphd 9005,sow- - - - NQ. Q; Stockade Fence 8 Z. End ;w31_1 3 SfOrY Building Lry Patio 0.59'North v, TA LOT 32nce � n .82'North C: TAX LOT 31 Filed op Lot 9 FyeoMo� Lot 0 a Filed op Lot 70 F.M. Vol 71, Page 36 LUT 26 V& 71 'Pog6 36 T) -; F.M; Vol. 71, Page 36 z0 i G Z7, End Fen e k a Conc. U Conc. 0.30'Sth Patio Walkz - ZZ Lots 799' UZ Total Area of Al/ - Current Tax Lo 21,98�,T.4669 Sq.F�t. ed 1 e.8',\NVOANN, M 0.5040 Acres P Sh 0 Asphalt x, Are. 71 1 Story FramePorki91856 Map Lot Parking Story Stucco CLtine 1 141.27-1-29 Residence Residence Z) NOW OR FORMERLY J # 14 U #72 VALENT! COMMUNICATIONS CORP. 1P LU O TO BE REMOVED TO BE REMOVED 0 G 0 6 _qfffizd/Mop, Lot 8 LU EO �p U� zi 1, 1', F.M. Vol. 71, Page 36 Ln C: 0 UFiled Map Lot 7 1 EL 7.90' C F.M. Vol. 71, Page 36 d = Room Over stploRoo)I 1 1; U_J Roof "o Garage Wood Porch20 LU e End Wire FenceQ) North 09 5' 01, t r�q - 0 CL A 01 0 , Conc. V p Q� U CL Mq�af Lid T Possible Gas Meter Hedge ,37 23G ' As urb Jole ................... 11 . . . . . . 141.27-1-27 NOW OR FORMERLY BOW RIDGE ASSOCIATES LLC Filed Map Lot 2 F.M. Vol. 71, Page 36 MOBIL GAS STATION Filed Map Lot 5 F.M. Vol. 71, Page 36 CATCH BASIN / RM=94.70 70" Clay INV.OVT=90.65 S_ S_ BARBERPLACE —G- 2f-Aspholt Asphalt Pavement Yo 141.27-1-37 NOW OR FORMERLY JENNIE VINCI -__Ir- Asphalt Curb CATCH BASIN SEWER MANHOLE RIM=94.71 RIM=95.60 INV.IN=89.86 INV.IN=92.79 INV.OUT=89.81 INV.IN=92.50 INV.OUT=91.91 EA Curb Water Line Marked by others in field Water Line Marked by others in field One 40" 147.27-1-36 141.27-1-35 141.27-1 34 741.27-1-33 NOW OR FORMERLY NOW ORFORMERLY NOW OR FORMERLY NOW OR FORMERLY DARIUSZ & EWA SZEREJKO PIETRO & ANNUNZIATA LAGANA RANDOLPH & RENEE MEADS CAPIZZANO FAMILY TRUST , Q YN WV N S SEWER MANHOLE___,,,"_T WV RIM=101.5E INV=93.5e I, Daniel T Merritts Licensed Land Surveyor, who made this map do hereby certify that the survey upon which this map is based was completed April 21, 2010 and that this map was completed July 12, 2012. Map Revised: September 20, 2012 - e -f -I New York State Licensed Land Surveyor No. 050604 L/Pole Unauthorized alteration or addition to a survey map bearing a licensed Land Surveyors seal is a violation of Section 7209, Subdivision 2 of the New York State Education Law. Possession only where indicated. Adjacent property lines and easements not surveyed or certified. Access to adjacent rights of way, easements and public or private lands not guaranteed or certified. Underground utilities shown hereon are approximate and should be verified before excavating. Additional underground utilities are not shown or certified. Encroachments and structures below grade, if any, not shown or certified. Subject to covenants, easements, restrictions, conditions and agreements of record. Premises hereon being Lots 9 and 10 as shown on a certain map entitled, "Sub -Division Map of Property Belonging to B. CK Realty Corporation, Light in the Town of Rye, Westchester County, New York". Pole Said map filed in the Westchester County Clerk's Office, Division of Land Records September 11, 1929 as map number Volume 71, Page 36 141.27-1-13 Premises hereon being Lots 6, 7 and 8 as shown on a certain map NOW OR FORMERLY RAN OIL EAST RYE BROOK entitled, "Subdivision Map of Property Belonging to B. CK Realty Corporation. LU Said map filed in the Westchester County Clerk's Office, Division of Land Records September 11, 1929 in Volume 71 of Maps at Page 36 Premises hereon being designated on the Town of Ryelvillage of Rye Brook Tax Maps as Section 141.27, Block 1, Lots 26, 31 and 32 MANHOLE RIM=700.00 DIVISION Approved by The Board of Trustees of the Village of Rye Brook Westchester County Department of Health STREET (Resolution dated New Rochelle, New York One Way Approved pursuant to Chapter 873, Article X, Sections 873.951 and 873.1021 of the Westchester County Sanitary Code subject to the provision of public water supply and public sanitary sewer facilities to serve all structures intended for human occupancy constructed ,/'"" sanitary MANHOLE Planning Board Chair Date herein. RIM=100.38 INV 94.01 Each purchaser of property shown hereon shall be furnished a true copy of this plat showing —CATCH BASIN this endorsement. Any erasures, changes, additions or alterations of any kind, except the RIM=100.07 addition of signatures of other approving authority and the date thereof made on this plan INV=96.37 Assessor - Village of Rye Brook Date after this approval, shall invalidate this approval. Date Approved by the Assistant Commissioner of Health on Behalf of the Department of Health 141.27-1-17 NOW OR FORMERLY STEVEN KLEIN - MANHOLE RIM=101.97 141.27-1-18 NOW OR FORMERLY JOAN CONKLIN TRUST Assessor - Town of Rye Date The undersigned owner(s) do hereby consent to the filing of this map. Bowridge Realty LLC Date 7 Spruce Hill Court, Pleasantville, NY, 10570 2014 11 VILLAGE OF RYA DEZE �OENT PRELIMINARY MERGER & REA.LPLPORTIONMENT-AL-41P PREPARED FOR VLLC B 0 WRID "'"k_TLdr_'_'REALATA SITUATE IN THE TOWN OF RYE VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK SCALE: I it = 20' GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) I inch = 20 ft. Westchester County Index System: Sheet 68, Block 6325. FILE COPY E-4 0 0 44 SCALE: I" = 20' u Existing Office Building EACH PARKING SPACE SHOWN ALONG BARBER PLACE IS 180SF (T X 20') WHEREAS THE VILLAGE OF RYE BROOK ZONING CODE REQUIRES 175SF. 10 9 8 `x"�rroyasy BARBEp, PLACE I Q� T I DIVISION STREET 0 glt� I I-WDMA :4 Ibi N M N w4w (approved by resolution Nov. 10, 2015) E. I/z NO PAPVING FIPE LAN 00 3 DI '�ISION T—F7-,-4- I -SNOW& 1 I(EET AREA 2018 HON k 2018 HONDA ACCORD 16-0" L x 6TV 0-'U.' .4 i;P-04'�Js Existing Residence PLAN - P SCALE: I"= 20' MARBERPLACE + r111�1 .2 RECSUE D� SEP 24 2018 W ENGIDP F'E DE R ICO ASSOCIATES 1048 Dobbs Ferry Road, White Plains New York, 10607 phone: 914-693-5401 client: BOWRIDGE COMMONS LLC 7 SPRUCE HILL COURT PLEASANTVILLE, N.Y. 10570 project: IY�1aN.#IIIA COMMONS AMENDED SITE PLAN BARBER PLACE RYE BROOK, N.Y. P UNAUTHORIZED ALTERATION15 OF, ADDITIONS TO TH15 DRAWING ARE A VIOLATION Of SECTION G9.5.b OF THE REGUIAV0N5 Of THE COW55IONER Of EDUCATION. NEW YORK STATE EDUCATION LAWS. drawing title: v cop APPROVED & PROPOSED PARKING ALONG BARBER PLACEi scale: I` = 20' original date: Sept. 24, 2018 date- revision: drawing number: OF 1 LOCATION MAP N.T.S. VILLAGE OF RYE BROOK WESTCHESTER COUNTY PARCEL DATA ZONING DISTRICT : FAH - FAIR * AFFORDABLE HOU5ING VILLAGE Of RYE BROOK TAX MAP DESIGNATION, SECTION 141.27, BLOCK 1, LOTS 26, 31 $ 32 TOTAL ACREAGE= 0.50 ACKE5 21,982.OG SF WESTCHESTER COUNTY, N.Y, OWNER / APPLICANT POWRIDGE COMMONS LLC. 7 SPRUCE HILL COURT PLEA5ANTVI LLE, N EW,YORK 10--0 'Village of Rye Brook BARBER PLACE - ARTISTS RENDERING Archite ctural Rev ew BWrd ApProval DaW— MAR - .7 2016 U M FEDERICO ASSOCIATES 1048 Dobbs Ferry Road, White Plains New York, 10607 phone: 914-693-5401 client: 7 SPRUCE HILL COURT PLEASANTVILLE, N.Y. 10570 project: 01001141121 BARBER PLACE RYE BROOK, N.Y. UNNMORM ALTERATIONS OR ADDITIONS TO THIS DRAVANG ARE A '40tATION OF SECTION G9.5.b Of THE REGULATIONS OFT"IECOMML .5'ON ER OF EDUCATION. NEW YOM STATE, EDUCATION LAWS. drawing title: scale: I`= 19 original date: March 28,2011 wow 5 -FEB -16 AMENDED SITE PLAN 13 -OCT -15 AMENDED SITE PLAN 18 -SEPT -15 AMENDED SITE PLAN 19 -MAR -13 STAFF COMMENTS 16 NOV-12 DRE COMMENTS 8 -OCT -12 PLANNING BD COMMENTS 21 -SEPT 12 STAFF COMMENTS 10 -SEPT -12 STAFFCOMMENTS 22 -AUG -12 STAFF COMMENTS 9 -AUG -12 STAFF COMMENTS 25 -JUN -12 CONSULTANT COMMENTS 1 -MAY -12 ROTFELD COMMENT,; date: revision-. drawing number. OF 12 FILE COPY SCORE EACH SECTION INTO NINE (9) EQUAL PARTS A ON SITE ONLY CONTRACTION JOINT PREMOLDED EXPANSION . (TYPICAL) rJOINT (SEE NOTE 2) PLAN L�A FINISHED GRADE TO BE W 5" THICK CLASS 0 FIBER - FLUSH WITH SIDEWALK SEE DRAWINGS REINFORCED CONCRETE (3.500 pal) �,O��j�jIflYYa ;re, • f �A r.�� T it f s rid ,i 11PYIIIVID COMPACTED ,�,�,�,��C...r f�ff-t't }dµ+fi,a.{f1t`��ti; ?�'f`f!•ffi�f'ii l. O • ,ren ��t�t�oi� fb t��.��trfi �� of !:, SECTION6* CRUSHED STONE SASE 6-4 10/10 WELDED A A WIRE FABRIC A, re Pavement NOTES: 1. MINIMUM CROSS SLOPE SHALL BE i/S' PER FOOT, UNLESS OTHERWISE INDICATED ON DRAWINGS. 2. PROVIDE 1/4' PREMOLDEO EXPANSION JOINTS AT 20' INTERVALS UNLESS OTHERWISE DIRECTED. 3. REINFORCING SHALL NOT EXTEND THROUGH CONSTRUCTION JOINTS. 4. CONCRETE SIDEWALKS SHALL BE CLASS D CONCRETE Y THICK ACROSS ALL DRIVEWAY APRONS, SCORED CONCRETE SIDEWALK I SEE PLAN I M(—I I III Ti=Ti= I T I I II II – Compacted Subgrade 4` Item 4 foundation course 3' Base Course NYSDOT Specs item 403.07 Asphalt Conc. Type to Bass 1.5" Top Courm-NYSDOT Specs item 403.01 Asphalt Cane. Type 1A Top DETAIL OF ASPHALT DRIVEWAY & PARKING AREA ROND y Tam PE B AR TO THE ALL BE r Ed S 11 LIE Aw �`' k3kTY t:4E 36 FELT --1- 4, 11 r ' TAPE ROWr -ice 8th a y IIII„, TEE C . UPt r BLOW 2c =METE MET BLS•NOT L, - 1e,• WvTAWT DIRAINS SHOULD BE PLUGGED. WHIFA THE DARMINS ARE PL?!WM THE STLSS MLST BE PUMPED DRY AFTER USE DURM FREEZING WFATHELA": WHERE HnNAiT IAM ARE WT €L VA M R GMEL MEET W DRY ?'SELL SHilLL BE MVIDED UNLESS THE UATURAL Ls WILL PIRWIDE ADELTLATE OARAINAGIE. HYDRANT MMNg S94L WIT BE "ISINEOrM rO 44 LOCATM WITHN 10 FEET OF WRAP 7FES OR 679RM ESWATER FIDtQFME I LTHAN P HOLESSRPLR DETAiL OF FIRE HYDRA RT LEYOTH ViOmES CIS $EW dio Qum FA A<' I D — eta DOE t 'WERME E RIM rouig apt Filial LL rFtOf NOT PERCOPIEW DETAIL OF I DETAIL OF ASPHALT PAVEMENT REPLACEMENT OVER TRENCH 1'-0' Reinforcing Rods to match Pipe#2.0' din Cod (M' En9u '.} win Undisturbed Subbase both sides of Trench. Concrete, Base NYSDOT Specs item 502.03 Unminfaced Oen mt Concrete Pavement Clow C Asphok Concrete Top Course NYSDOT Spew Item 403.01 Asphalt Concrete Type 1A Top DETAIL OF ASPHALT ON CONCRETE PAVEMENT REPLACEMENT OVER TRENCH FOR SLOPE SEE PLAN 5" I" BATTER TM RADIUS + MNISHED PAVEMENT PLAN I Brookfield, CT 06804 USA cuLrEc TO BE *1RADEE PAVEMENT GLASSA.ONCRETE4.00D tOIAL NE 0.10 'Yq RI E -LL m ( crfy"., NATES r xewlun. aye suu er emamcm —) � i "arxmo'cmnro -Ti: s^ z earm slut. az re wttn >H..v va. ACTED MAU (2?OSS SECADN CONCRETE CURB ICultec 330 HD Recharger System CULTEC RECHARGER 330XLHD CHAMBER SYSTEM PAVED TRAFFIC APPLICATION TYPICAL CROSS SECTION DETAIL PAVEMENT 4-2 INCH WASHED CRUSHED STONE 95% COMPACTED FILL CULTEC LL CULTEC No. 410 FILTER FABRIC CULTEC 12ECHARGaER 330XLHD / /_ TOP (MANDATORY), SIDES AND BOTTOM —HEAVY DUTY CHAMSER IS MIN. 44' MAX 6' MIN. E3iui110111111 NOTE: ALL_ STRUCTURES AND CASTINGS SHAL_I BE CAPABLE OP H2O L-OADiNG. GENERALNOTES RECHARGER 330/LHD BY CULTEC, INC. OF BROOKFIELD, CT, REFER TO CULTEC, INC.'S CURRENT RECOMMENDED INSTALLATION GUIDELINES. ALL RECHARGER 330XLHD CHAMBERS MUST BE INSTALLED IN ACCORDANCE ALL RECHARGER 330XLHD HEAVY DUTY UNITS ARE MARKED WITH A COLOR WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. CULTEC, Inc. P.O. Box 280 878 Federal Road PH: (203) 775-4446 PH: (6030) 4-CUL.TEG PX: (208) 775-1462 WWW.CULTEC.COM TM CULTEC Contactor@ and Recharger® Plastic Septic and Stormwater Chambers + l r WAA,SH DOEEE-LD COVER 1191 4 I Brookfield, CT 06804 USA cuLrEc TO BE 2UA PG I .i N04 Diss' IVEY I 11 _ A x a 01 a #aa Stu t��N�e�ea4 FLOOR BOX FRAME AND LID NEENAH R-7506 OR EQUAL W/ S.S. CAP SCREW LID CLOSURE 6" SCH. 40 PVC OR SDR -35 PVC PIPE CLASS "C, RISER CONCRETE —1 CULTEC CHAMBER INSPECTION PORT — 6" INTERNAL COUPLING CULTEC INSPECTION PORT DETAIL N.T.S.) A= 09 CAD .0-1r4 6 04 Z ~qlllrff A A?NhM1 ig" 3)W W 3NE Ike OR, ftw .A"W'm 1 '. me* T � CABEE ESA' E»t Ts$, #kT~ ' d#;,.�I _51RWE'R_4t31AAiN$. E4tisk: L@RT ITE 7 EA1 `&1 °. ai.+s �' � AND. •Na. " Tilt i> V GK.AW WO ARDIS 0' fig fb t WO At WAFT" S6 YIM WAPOP i 0 AAT; '... 3'tDE f E eSiNFr:tTAr fR . 19fA'd�Rir� 4✓ a'€Tv$ acdNW4 - 3N[ rAF3 Y,P? Al t are Dc Ai&T Taxi T9 A H; txi. s, u aE EEcNNE sNux W� tR` T9tE AROafai�T i R 3$ ERrD:�iki3 TkHt TT�'d�'E VW�AVIT_1K. ACNE 7T? �OS�F. STAKING 0 . tarDDr�BCYaD�4sTfxr A I BnT, itO� eW � m#r t SYN »tea Ai A EGe � attAB o "TILE? 9Lc rev Alt.+ iN 11� eiE�r. �,'� pi X114 t�JOiY OMAN sT+s a t BC�i;�Y YAOAA ;TxLs A n� " Gx Du aht+`rR� , - a '� L�JTpklt3t 3bFMlE YVnWti �.tl%�FiiL&. a f. Aw BE a USED a A A4NWbY€ S+7Dtt"..#=XOik 9c1Ys".* or CONDIDOW • Aft *- SICK of nsta"on; including,clewing Tit grubbiti praltr unnary Ate I"Vp4ratiorl, ul Iny insAllatim preliminary gradin& tad c€ amuctionA bLa kting lat Fr Lim, van, Shall w4tAre wee lYarat aura asarr to be in place;, • No corShrrr edo" activides of Any klrid shall tri Within ase lilalts of pr led awe,% including, but riot limited w, gradin& Q t°al?;°ation, auckpluns of materlEE4, starage: ,of corwaucxion uipmeaL, vele parking, rar ovewtatt of woirlcer s or uarachioerf, Or ASC eEactst wfion debdsa • 'fes to renagin Sluill he field warked. and Safes fencing as M TR' bavdas fOE lrd1lvtdEl4J woes and gaGapa of nves to I protee ted 'sla n t be inst—alW Feodag or barrio t sbaff be ptaced 6acY de -Eine des not Of all tete or item - • . We, signs, b4CA408 areas of Protected vegcutdora and prohibited aefivi0as in Elro icted ateata,;slaali be p amd on SRe, tr `i'he efibbuiveam or rRotceccdoo Slwl be trionliored ami malinwiffed throughout the canStrucdon period i'roweted ttevs APR be InSpected by a wtified arl afist to detam e oancli4orit-ani hedtb aft compledon of w l"sp on's shall be wade once a year, during the growitag SCASM. fOt at Wt IbMt #LOWW# SMM, aftIEf CDQ)Pk0kA cat. vonstrChatkn •vmtettw trm Atima0w orued b7 Cantatwim Activiafts be twin"arcly ad to the Batisupdon € tribe rural CKYANIgB •OATS AZ LOO( RAgaliS AND MRs salt' DMAaT1R (1YPMN) •'H;ISRAP PAM OM.Y SSY (SEE TRKRC SON TNRE) °YAY ACCLSS81f' %ACAW! (SE ISM SIM TA&a • ro <E NSTALIED ONNTff DIRECTED eY 7NE STE MANS Y. THE. Pa. Tm'RIDID ATAE ARAE} GSTNI$�NN�O iY THE 91E PVNS A�fDR INE OILERS FN'iD $MTAI7VE EMME LW fLil!KW4 OD" DEPTH i• ut ,_ -I CRS %ADAGE + l r WAA,SH DOEEE-LD COVER 1191 4 I (FDRID HEIDI BOX CD4 TO BE 2UA PG I tOIAL NE 0.10 'Yq RI E 1- 3-1 ( crfy"., I CHANNEL ga 1 (2?OSS SECADN slaw. GREET (*..7 twn-*) NOTES, BRICE ;4ERM y. TTNBdP.,t$T iE IN A# AtCb',SSI�.E PLACE AANY THE cD`•£R pr M6TFR War BE KEPT GLOAG 8F .0<flHt'A2 6tATFAIAL To RiEAWR 7M# @F MEIE!t WRHdNiTU�i 4 Cf9SARi' ta€jA1, THE LGMV. OF Co. eHGIAO BE FNR EA,UGN FlNrti ZkN TO 'PWa1itAE fiTSFFiCaMi'EARTH PPAUTEcnasL 3A ROANETEEO >af 71#E Ptiu4I1G PPE `11ESE IE Z4' TP FIT askTDR 98s Gy+fR AND fFADIEPIT AREA OF IEUM FLO" TO VA LATE RTE O F'1N#E E'�EZA6V "•�'. T@# R4DT4Ri9 4? SIZE tET4ieiiti 5} LLND111 OF THE 2T+' S'R'O 4NliT NOT It LEW 'WM Z FEET TO TaWRE SeIVICE A£IER METER s1Ef[CFDS'r DEFTh SOLOED INsY IEYEL. ..e,.+'.4" stir 7' T/2' +}} dC Ncc REmtfN THE CQI�k -o THE W RPE —ST EE TnoAtiaxcn r 4) ve yr 4' :•FARED `BTTH GE3am To I"RMRT DIE EROK OF t*Ax siR Irk Ta INIP'LGE OF SARFALE :V"M a" a• 10 3/s" S) BELT. OF THE $iA PIPE -M LSE TWEV IT THE BOT1W AS, *PW AM SN@1A,U NEST NMO k DA1GK " N 029IE THE P,FIFE Naa THE - i§NO SOIDLEiT REST CAG RIE 1 DR gOTLET PPES. S) rw or kcrisi A%W K to fELow THE GAt VAG evwtCE ma =''EN uVIET 1. NnEo WATER BE SET P THE DENIER OF INE W APE TO "Ev Wr tW IDt go view FROM MIND role CLOSE TO Cow A A . sVP aftAULE k %Vwd m1 NV 5000` STANDARD METER INSTALLAnON y} Ls 5UREN£E AAACDO To THE TW or THE M£ILN Itnt 1uLD Be OUTSIDE OF A BUILDING LkYEU;a %T A SUFFIEW 09"r TO PMAAD'�C A1yET>lAeTs 0`'1 FIONRM.,00 FIRM N TELT L FOR 0) WHA A T'DSS`TGA£ lREyYRATDR: 15 WFDUIRED, ET SHALL BE SET BE:I MEW THE: DOMESTIC SERVICE'S INLET SAU, VASE ONE THE TIER. 51W THROUGH T'° u„ xGREASE R4 .i N04 Diss' IVEY I 11 _ A x a 01 a #aa Stu t��N�e�ea4 FLOOR BOX FRAME AND LID NEENAH R-7506 OR EQUAL W/ S.S. CAP SCREW LID CLOSURE 6" SCH. 40 PVC OR SDR -35 PVC PIPE CLASS "C, RISER CONCRETE —1 CULTEC CHAMBER INSPECTION PORT — 6" INTERNAL COUPLING CULTEC INSPECTION PORT DETAIL N.T.S.) A= 09 CAD .0-1r4 6 04 Z ~qlllrff A A?NhM1 ig" 3)W W 3NE Ike OR, ftw .A"W'm 1 '. me* T � CABEE ESA' E»t Ts$, #kT~ ' d#;,.�I _51RWE'R_4t31AAiN$. E4tisk: L@RT ITE 7 EA1 `&1 °. ai.+s �' � AND. •Na. " Tilt i> V GK.AW WO ARDIS 0' fig fb t WO At WAFT" S6 YIM WAPOP i 0 AAT; '... 3'tDE f E eSiNFr:tTAr fR . 19fA'd�Rir� 4✓ a'€Tv$ acdNW4 - 3N[ rAF3 Y,P? Al t are Dc Ai&T Taxi T9 A H; txi. s, u aE EEcNNE sNux W� tR` T9tE AROafai�T i R 3$ ERrD:�iki3 TkHt TT�'d�'E VW�AVIT_1K. ACNE 7T? �OS�F. STAKING 0 . tarDDr�BCYaD�4sTfxr A I BnT, itO� eW � m#r t SYN »tea Ai A EGe � attAB o "TILE? 9Lc rev Alt.+ iN 11� eiE�r. �,'� pi X114 t�JOiY OMAN sT+s a t BC�i;�Y YAOAA ;TxLs A n� " Gx Du aht+`rR� , - a '� L�JTpklt3t 3bFMlE YVnWti �.tl%�FiiL&. a f. Aw BE a USED a A A4NWbY€ S+7Dtt"..#=XOik 9c1Ys".* or CONDIDOW • Aft *- SICK of nsta"on; including,clewing Tit grubbiti praltr unnary Ate I"Vp4ratiorl, ul Iny insAllatim preliminary gradin& tad c€ amuctionA bLa kting lat Fr Lim, van, Shall w4tAre wee lYarat aura asarr to be in place;, • No corShrrr edo" activides of Any klrid shall tri Within ase lilalts of pr led awe,% including, but riot limited w, gradin& Q t°al?;°ation, auckpluns of materlEE4, starage: ,of corwaucxion uipmeaL, vele parking, rar ovewtatt of woirlcer s or uarachioerf, Or ASC eEactst wfion debdsa • 'fes to renagin Sluill he field warked. and Safes fencing as M TR' bavdas fOE lrd1lvtdEl4J woes and gaGapa of nves to I protee ted 'sla n t be inst—alW Feodag or barrio t sbaff be ptaced 6acY de -Eine des not Of all tete or item - • . We, signs, b4CA408 areas of Protected vegcutdora and prohibited aefivi0as in Elro icted ateata,;slaali be p amd on SRe, tr `i'he efibbuiveam or rRotceccdoo Slwl be trionliored ami malinwiffed throughout the canStrucdon period i'roweted ttevs APR be InSpected by a wtified arl afist to detam e oancli4orit-ani hedtb aft compledon of w l"sp on's shall be wade once a year, during the growitag SCASM. fOt at Wt IbMt #LOWW# SMM, aftIEf CDQ)Pk0kA cat. vonstrChatkn •vmtettw trm Atima0w orued b7 Cantatwim Activiafts be twin"arcly ad to the Batisupdon € tribe rural CKYANIgB •OATS AZ LOO( RAgaliS AND MRs salt' DMAaT1R (1YPMN) •'H;ISRAP PAM OM.Y SSY (SEE TRKRC SON TNRE) °YAY ACCLSS81f' %ACAW! (SE ISM SIM TA&a • ro <E NSTALIED ONNTff DIRECTED eY 7NE STE MANS Y. THE. Pa. Tm'RIDID ATAE ARAE} GSTNI$�NN�O iY THE 91E PVNS A�fDR INE OILERS FN'iD $MTAI7VE -5 e" V 'Vn SON FACE FOR ONE WAY SIGN j * ONE CALYAN[ZED TKXTS WITH LOCK WASHERS Y€ WAY AND NUTS 511W INA MN. GALVANIZED CHANNEL POST. FINISHED GRADE ONE LNAY SIGN DETAIL is :► :►! �• NOT LITHONIA D -SERIES SIZE 0 LED AREA LUMINAIRE. DSXO LED 20C 530 40K TAM MVOLT HS BLACK. V UTHONIA LIGHTING SQUARE STRAIGHT STEEL POLE. 'SSS 14 4C DM19AS DBL' BLACK 14' MOUNTING HEIGHT. 18" DIA �-•'� Boit Pattern / per Manufacture / Requirements. ES CUTHEN COVER P' RADIUS 4 24" IN. 4 36" a 4 a 4 .. . 2"0 CONDUIT < ANCHOR 3OLTS d d 4 a p Q ■ 24" DIA _ I r LAMP POST DETAIL SEE PHOTOMETRIC / SITE LIGHTING PLAN SHEET 1 OF 1 DATED SEPT 17, 2015 BY ACUITY BRAND LIGHTING FEDERICO ASSOCIATES 1048 Dobbs Ferry Road, White Plains New York, 10607 phone: 914-693-5401 7 SPRUCE HILL COURT PLEASANTVILLE, N.Y.10570 BARBERPLACE RYE BROOK; N.Y. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THI5 DRAWING ARE A VIOIATION OF SECTION 69.5.6 Or THE REGULATIONS Of THE COMMI55IONEROf EDUCATION, NEW YORK STATE EDUCATION LAWS. drawing title scale: {AS NOTED) original date: March 25, 2011 5 -FEB -16 AMENDED SITE PLAN 13 -OCT -15 AMENDED SITE PLAN 18 -SEPT -15 AMENDED SITE PLAN 19 -MAR -13 STAFF COMMENTS 16-NOV-12 DRE COMMEN'T'S 8 -OCT -12 PLANNING BD COMMENTS 21 -SEPT -12 STAFF COMMENTS 10 -SEPT -12 STAFF COMMENTS 22 -AUG -12 STAFF COMMENTS 9 -AUG -12 STAFF COMMENTS 25 -JUN -12 CONSULTANT COMMENTS 1 -MAY -12 ROTFELD COMMENTS date: revision drawing number: 8 4F 12 GALVANIZED STEEL mwa POs[64VCDWRETE TO BE CRmomsOYtffb 1' 3-1 r owo sralaARD %MIT CHANNEL ga r>ttEi � (2?OSS SECADN S i WISH ROM GRADE "•�'. • NOTES:. '' THE soOlonal, 9141. BE ED A MMUMOr T1M MED(a) Ff CUSS A (35DD PS) CDMaIVE �T N(0 C9NOF7E• y, CDMAETE ro BEAR 9X IR+orsDNMn ALL SOES 2 Tiff. SMPROTECTION POST SHALLMATERIALDR DE PANTED B IE AS FOUM •y A SOLVENT DEAN TD ASKNE OL xGREASE AND DDkR CWAi V)M a APPLY METAL NOW FOR b DALYNIZED SNFAXES G APPLY TND (2) RUSH COATS OF Al PROID DIM PANT FOR EETK SNe'ACES APPROVED CO PACIED SUBW" "HANDICAP PARKING ONLY" SIGN IN CONCRETE FILLED STEEL PROTECTION POST -5 e" V 'Vn SON FACE FOR ONE WAY SIGN j * ONE CALYAN[ZED TKXTS WITH LOCK WASHERS Y€ WAY AND NUTS 511W INA MN. GALVANIZED CHANNEL POST. FINISHED GRADE ONE LNAY SIGN DETAIL is :► :►! �• NOT LITHONIA D -SERIES SIZE 0 LED AREA LUMINAIRE. DSXO LED 20C 530 40K TAM MVOLT HS BLACK. V UTHONIA LIGHTING SQUARE STRAIGHT STEEL POLE. 'SSS 14 4C DM19AS DBL' BLACK 14' MOUNTING HEIGHT. 18" DIA �-•'� Boit Pattern / per Manufacture / Requirements. ES CUTHEN COVER P' RADIUS 4 24" IN. 4 36" a 4 a 4 .. . 2"0 CONDUIT < ANCHOR 3OLTS d d 4 a p Q ■ 24" DIA _ I r LAMP POST DETAIL SEE PHOTOMETRIC / SITE LIGHTING PLAN SHEET 1 OF 1 DATED SEPT 17, 2015 BY ACUITY BRAND LIGHTING FEDERICO ASSOCIATES 1048 Dobbs Ferry Road, White Plains New York, 10607 phone: 914-693-5401 7 SPRUCE HILL COURT PLEASANTVILLE, N.Y.10570 BARBERPLACE RYE BROOK; N.Y. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THI5 DRAWING ARE A VIOIATION OF SECTION 69.5.6 Or THE REGULATIONS Of THE COMMI55IONEROf EDUCATION, NEW YORK STATE EDUCATION LAWS. drawing title scale: {AS NOTED) original date: March 25, 2011 5 -FEB -16 AMENDED SITE PLAN 13 -OCT -15 AMENDED SITE PLAN 18 -SEPT -15 AMENDED SITE PLAN 19 -MAR -13 STAFF COMMENTS 16-NOV-12 DRE COMMEN'T'S 8 -OCT -12 PLANNING BD COMMENTS 21 -SEPT -12 STAFF COMMENTS 10 -SEPT -12 STAFF COMMENTS 22 -AUG -12 STAFF COMMENTS 9 -AUG -12 STAFF COMMENTS 25 -JUN -12 CONSULTANT COMMENTS 1 -MAY -12 ROTFELD COMMENTS date: revision drawing number: 8 4F 12 8r PRECAST CONCRETE CAP - -- AROUND ENTIRE PERIMETER. SPLiT-FACE CONCRETE BLOCK ua" w. - -- - WITH DUR-O-WALL Tnneh 47 PRECAST CONCRETE REINFORCEMENT EVERY OTHER F____ ________________________________ ---________-- CAP(SHOWNDOTTED) COURSE. ay. ,"AttfitA'-(r ----- ---- ---- I ( AROUND ENTIRE z aer«.. rn rww I PERIMETER. IMF O•w"A n.wwq. ww+r. ---- -in ----------------- --- ----- ------ - - - - - - - - _ I I I I ( SPLIT -FACE CONCRETE EXPANSION JOINT AT BLOCK WITH s DUR-O-WALL INTERSECTION OF WALL AND I CONCRETE SLAB. REINFORCEMENT EVERY OTHER COURSE. ZD PLAN g' CONCRETE SLAB WiTH 6X6 FE DE R ICO III III III WWM®MSD-HEIGHT. SEINER CONNECTIONALUMINUM GATE BY4'PUN OF BANK ASSOCIATES i I I I I S =j 11 I�i i hI 1 I JhJI I �^ JERTTH OR EQUAL.(I III—III I I-1 I—I I GRAOVEL BASE ON VIRGIN SOIL. -1 I I=1 I=I i — I= 1048 Dobbs Ferry Road, White Plains L - - - ®- - ` ` i STEEL GATE SUPPORT. 8' CONCRETE BLOCK FROST New York, I0607 BELGIAN BLOCK CURBING (2)A#4�RE-BAR CONTINUOUS. OPE (12' DEEPxIr LONG x4` WIDE) SEE DUMPSTER -111111 q I-�°��I�ANS 4» J C X8' FORMED CONCRETE +.(... "_. I 1 phone: 914-693-5401 ENCLOSURE (l�l � I=1 0 < _ "" ' CONTINUOUS FOOTING. I I (1-1 I { _._A I ENCLOSURE PLAN _—I 1- 3CJ00 PSI CONCRETE MINIMUM. �I 1I- DETAIL4.Q_1-I —1I PAVEMENT client: NAPES I _ BWRIDGE t. JOINTS SHALL BE NO WIDER 6- 4 ff THAN 1J2" ANASMALLNOT BE I ARED . DUMPSTER ENCLOSURE PLAN DUMPSTER ENCLOSURE SECTION DETAIL 2. JOINTS SHTALL BE NO Ip-IIII I I COMMONS WIDER THAN 3/4 AND SHALT. LLC WMIXTTAN JOINTS SHALL . . . .._ LL BE FULLY FILLED WITH 1:2 _ _ SET CRATE LEYEL CEMENT MORTAR, NEATLY i POINTED AND CLEANED OF IN THE DIRECTION EXCESS MORTAR. OF SURFACE 6"X6" 10/10 FINISHED GRADE- WELDED WIRE CONCRETE FOUNDATION MESH OR #4 BARS APPROVED COMPACTED SEE PLANS FOR 12" O.C. BOTH DIRECTIONS SUBGRADE 7 SPRUCE HILL COURT LENGTH OF DRAIN PLEASANTVILLE, N.Y. 10570 NOTE: � � BELGIAN BLOCK CURB ALL Pipe installed within Pavement 21 3 4` p 04 project: Lines for Manholes and Drop Manholes "- Z - farI be included in the anh Price Bid --U PITCH 1/8" PER FT for Pea -Cast Concrete Manholes. a DETECTABLE f TACTILE FINISH SURFACE OF 2'-6-" I 6" ' WARNING SURFACE TILE A SLOPES TO BE IN BOWRIDG 3o`DO. with 3'-0" Cone (� Manhole Frame &Cover 24 Dia. with. 4'-0" cone ACCORDANCE WITH ANSI f 6 BY ARMOR—TILE I 117.1 2003. courses of brick " ;• o INSTALLED PER ADA $. FOR INVERT, SEE 11? REQUIREMENTS & r FINISH SURFACE OF or Concrete Spacers " COMMONS to Meet Grade. Diameter PLRN OR PROFILE g MANUFACTURER'S h7 o SLOPES TO BE IN as&ecired SPECIFICATIONS, ACCORDANCE WITH ANSI CLASS A CONCRETE p Area of Circumferential (3,500 psi) °0 % aEieee^ O 117.1 2003. Steel, 12sq. in per lin. tt. -- S'( 7o t& �? Q� 6%6"10/10 18" 6" VARIES 6" %y�oo� 8 �� - BARBER PLACE Inside Surface Vertical N WELDED _WIIRRE BARS MIN MIN 20" " for Safe dace Vertical & I + ?' 12" O.C. BOTH DIRECTIONS MINIMUM RYE BROOK, N.Y. Ascent SECTION A—A SECTION B—B Q o Canc. Section SIDE E VIE i�3'-4W5'- ` ` UNAUMORVED ALTERATION5 OF ADDITIONS T01}115 Aluminum or Cast Iron :r rJ'-0" �'-()" �J-D" DNWNG AREA ViOIAitON OF SECTION 69.5.b OF steps (see detail) TRENCH DRAIN (MIN) TME REGULATION5 OF THE COMMISSIONER Of EDUCATION. a` NEW YORX STATE EDUCATION LAWS. 0 NO i -E: ALI_ STRUCTURES AND CASTINGS SHALL- BE r' See detail for Joint CAPABLE OF H20 LO/h,DING. PLAN (� ��}} pp,�, drawing title. 21 3/4- 10" HDPE CONNECTED DROP CURB CX. RAMP 1',2'.3' or, INVERT ELEV. 92.87 Payment L e for Manhole — 5 I• ----3-D` 3-0" AMENDED Payment Line 6" f t Payment line {�DELGIAN BLOCK CURBING { 4Bbia � � ,�2` DEEP z 8" LONG x 4' for Pipe III I III far Pipe (j (j WIpE) 1 2" R A �STEPS LO 5J ' MAX j13Rods " � .-._. . - ... DETAILS -,»--------+---------- dt S" Centers ro CLASS A CONCRETE AVEMENT I I both directions r 0 (3.5D0 WI) e»xe 10/10 WELDE »r 4^ CRUSHED STONE BASE WIRE FABRIC Inlet and Outlet ip Precast of any _ _ 12 (see plan view) angle 6" 6" APPROVED COMPACTED SECTION 10" HDPE CONNECTED SU6GRADE -- B` TO CULTEC UNIT. so ae and TB' or -� - S -O" INVERT ELEV. 92.87 [� QQ„„ - 24" Riser Section DROP CURB CX. RAMP scale: (AS NOTED) Monolithic Pour 4'-t0"Ota. P LAN original date: March 25, 2011 Stone Bose FRAME &GRATE: where necessary 1 CAMPBELL FOUNDRY Co. FRAME & SOLID COVER: Build Invert TO NOTE: Highway Latah Basin Nead CUrb Full Diameter No. 34308 OR APPROVED CAMPBELL FOUNDRY Co. Of Pipe in Field. CampeI) FOundary N0,261 7 or equal. EQUAL EQUA802 OR APPROVED T2E� SANITARY SEWER MANHOLE DETAIL OF CATCH BASIN HEAD FINISHED GRADE FINISHED GRADE ELEV. 96.00+/- NOTE: ALL_ STRUCTURES AND CASTINGS SHALL_ BE L BRICK FOR ADJUSTMENT CAPAI3L> OF H2O L®AD1NG. UR YEA �J CULTEC OVERFLOW EL: 93.96 N.T.S. 3-�". (12" MAX.) REINFORCEMENT AS REgUIRE ,; FOR PRECAST CONCRET i1 STEPS AT 12" O.C, CAST 6" SOLID CONC. BLOCK 6^ f 10" HDPE IRON OR POLYPROPYLENE OR PRECAST CONCRETE STEPS AT 12" O.C. CAST ( TOR OF CULTEC Manhole Frame and #5 Reinforcing -�- COATED STEEL. IRON OR POLYPROPYLENE � UNIT 24" or 30"DIa. Cover to be Compell Bars Top &. Bottom REINFORCEMENT AS REQUIRED COATED STEEL. jNV.I j9287 (?C 1'5 FEB -16 AMENDED SITE PLAN 13 15 AMENDED SITE PLAN Foundry 1104B FOR PRECAST CONCRETE 18 -SEPT -15 AMENDED SITE PLAN STRUCTURE CULTEC UNITS I9 -MAR -13 STAFF COMMENTS 16-NOV-12 DRE COMMEN'T'S 1 FOR INVERT, SEE 8-0C'I-12 PLANNING BD COMMENTS Fat Stab 4'-0" ' n PLAN CONCRETE 10 HDPE 6" 6" FOUNDATION FOR CONCRETE INV: 91 INVERT OF CULTEC 21 -SEPT -12 STAFF COMMENTS 1 ALUM STEPS . � � ' BLOCK STRUCTURES REINFORCED 6" CONC. UMTS ELEV. 91.42 I0ShP[-12 STAFF COMMENTS n ¢ N N BAFFLE 22 -AUG -12 STAFFCOMMENTS As A" � •, 9 -AUG 12 STAFF COMMENTS �` I Specified It Specified " 25 -JUN -12 CONSULTANT COMMENTS APPROVED COMPACTED 6" 6 8" APPROVED COMPACTED 6" 6" 6^ I -MAY 12 ROTFELD COMMENTS CRUSHED STONE Typical Riser FOUNDATION COURSE: CRUSHED STONE d cvtsLon ata: e R� FOUNDATION COURSE. is sect lana N N _ drawing number: + !C_ APPROVED SU GRADE \\ /. APPROVED SUBGRADE FRONT VIEW SECTION A -A SECTION A -A DETAIL OF, FLAT SLAB REINFORCEMENT DETAIL OF PRECAST CONCRETE DRAIN INLET DETAIN LAYOUT OF SLAB CATCH BASIN TYPE A N.T.S. WITH SUMP OVERFLOW STRUCTURE 9 NOTE: ALL STRUCTURES AND CASTINGS SHALL BE NOTE: ALL STRUCTURES AND CASTINGS SHALL BE NOTE: ALL. STRUCTURES AND CASTINGS SHA! L- BE NOTE: ALL STRUCTURES Ai`}D CASTINGS SHALL BE OF 12 CAPABLE OF H2O L-OADING. CAPABLE OF H2O L -(JADING. CAPABLE OF H2O L-OADING. CAPABLE OF H2O LOADING. GENERAL CONSTRUCTION SEQUENCING NOTES Prior to any earthwork, all erosion control meaures shall be installed in accordance with the plans and maintained in effective condition throughout the construction period. 1. Install Construction Fence and Silt Fencing Stake perimeter of site with orange construction fencing. Erosion Control Measure Installation of silt fencing at the down -gradient perimeter of all areas proposed for disturbance. In addition, tree protection shall be installed around trees to be saved as per grading plan and detail sheets 8 & 10. 2. Stabilized Construction Entrance Prior to any vegetation removal and/or regrading of any kind , an anti -tracking pad shall be constructed in conformance with the details and location illustrated on the approved plan. Erosion Control Measure Adequate erosion controls shall be installed immediately down gradient of the construction entrance area. The entrance shall be scarified and regraded periodically to remove built-up silts and sediments in the upper layers to ensure proper functioning. 3. Clearing of Vegetation The contractor shall clear the existing vegetation within the limits of disturbance for the proposed construction, excluding existing trees flogged to remain. Chip all brush and trees that are removed for later use as mulch or haul off site & dispose of properly. Grub root systems and stumps. 4. Rough Grading for Parking Areas / Building Sites The contractor shall commence rough grading of the proposed parking area and building site including depositing and compacting of earth fill areas as per the grading plan. Compaction of fill areas shall be in 12" lifts and compacted to 95% density, During construction, the contractor shall ensure that all stormwater within the construction areas is being contained on site. Erosion Control Measure All newly graded areas shall be stabilized with appropriate vegetative cover and/or mulch. Contractor shall ensure that adequate silt fencing is in place and functioning properly during earthmoving activities. 5. Final Grading of Parking Areas and Driveway The contractor shall commence final grading of the parking area including the grading for the subbase. Erosion Control Measure Contractor shall ensure that all silt fencing is functioning properly while parking area and driveway grading progresses. 6. Drainage and Utility Construction After the parking area and driveway has been graded, the contractor shall initiate installation of parking area and driveway storm drainage facilities and utilities in accordance with the engineering details and manufacturer's specifications. Erosion Control Measures While trenching operations for drainage and utilities are underway, no trench shall be left open overnight without appropriate sediment and erosion controls in place if the threat of precipitation exists. If rain is immenent, appropriate diversion practices shall be implemented so that stormwater can bypass the trench and be safely conveyed to the drain inlets and drain inlet protection shall be installed. 7. Construction of Dwellings The Contractor shall commence construction of proposed dwellings. Grade land to new elevations shown on the plans. Erosion Control Measures Contractor shall ensure that all approved silt fencing is in place at the perimeter of the dwelling. In addition, all runoff from the dwelling area shall be safely conveyed to the drain inlets. Immediately following establishment of the grade of the subsoil, topsoil and seed with specified seed mix and mulch with hey. 8. Asphglitic Binder & Top Course Pavement The contractor shall commence and complete paving of the parking areas and driveways in accordance with the approved plans. Shoulders shall be backfilled and final graded to conform with approved grading plans. Once the binder course has been completed, stormwater will be able to enter the catch basins and drain inlets and be conveyed through the drainage system. Since the catch basin rims will be set at a higher elevation than the binder course elevation, the contractor will have to ensure the water enters the catch basin grates. This can be accomplished by either temporarily removing the curb piece from the catch basin frame or temporarily building up the asphalt to the rim elevation on the high side of catch basin. 9. Vegetate Site Estabish vegetation in all disturbed areas in accordance with proposed planting plans. 10. Remove Excess Sediments After the site has been completely stabilized and the stormwater drainage system is operational, accumulated sediments shall be removed from areas adjacent to the silt fencing prior to removing the sediment and erosion controls. All accumulated sediments shall be disposed of at an approved location acceptable to the Village's representative. SILT FENCE FILTER FABRIC FLOW -J ROUGH GRADE --, 6" DEPTH WOODEN STAKE - 3/4" STONE I - INLET INSTALLATION NOTES SILT FENCE FILTER FABRIC FLOW ROUGH GRADE 6' DEPTH SILT FENCE 1. EXCAVATE A 6 INCH x 6 INCH TRENCH, OFFSET APPROXIMATELY 2 FEET FROM THE INLET PERIMETER. 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW), 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 4. LAY THE TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL THE TRENCH AND TAMP THE SOIL STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. 5. JOIN SECTIONS AS SHOWN ABOVE SUPPLEMENT WITH GRAVEL, PILED AGAINST THE FENCE. IP INLET PROTECTION NTS DESCRIPTION Inlet protection shall be installed around the perimeter of all catch basins as illustrated on the approved plans. This barrier will filter stormwater prior to reaching the basintinlet grate. MAINTENANCE Z INSPECTION Inlet protection devices shall be inspected weekly and always immediately following a rain event. Care shall be taken to ensure that all inlet protection devices are properly located and secure and does not become displaced. Stone aggregate shall be inspected for accumulated sediments and any accumulated sediment shall be removed from the device and deposited in a non-reguloted area. Soil Stockpiling STASUZE ENTIRE FILE WIN VEGETATION OR CM 23 T WE OR LESS WISL SLOPE STRAWBALES OR SILIFIENCE MIN. SLOPE INSTALLATION NOTES 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE 111 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE UZ I UPON COMPLETION OF SOIL STOCIMUNG. EACH PILE SHALL BE SURROUNDED WIN EITHER SILT MCMG OR SIRANBAtETi, INN STMILIM 11TH VWAMNI OR COVERED. 4. SEE SPEWCA71ONS (THIS MANUAL) FOR INSTALLATION OF SILTFENCF_ t -\U -\D.. 8,.k\AFFN - 2 pI..\-'d\20120814\.iUdI P-0,9,kg WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE 10' MAX. C. TO C. \ W/, MAX_, 6" MESH 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND. HEIGHT OF FILTER 16" MIN. 8 MIN. PERSPECTIVE VIEW 36" MIN. FENCE POST WOVEN WIRE FENCE (MIN, 14 1/2 GAUGE W/ MAX. 6- MESH SPACING) WITH FILTER CLOTH 20"MIN. F- LOW UNDISTURBED GROUND COMPACTED SOIL EMBED FILTER CLOTH 16"MIN. A MIN. OF 6* IN GROUND. CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH "RE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER 'T" OR *U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE NTH TIES SPACED EVERY 24* AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T14ON, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROIFENCE, OR APPROVED EQUIVALENT. 5, MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE SILT FENCE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE 2' MINIMUM LENGTH OF 2"X4" 2" . 4" WEIR 2" STONE FILTER CLOTH , SAND BAG OR ALTERNATE WEIGHT UNAUTHORIZEDALTERATION5 ORADDITION15 TO TH15 2* . 4" L-i�-WRR�El SPACER MESH Wadonilai Propefity INLET TO sadNerptace PIPE �7 6' MAXIMUM SPACING OF 2*Xe SPACERS STONE . . ... ROAT' CLOTH 2" X 4" SPACER MESH SF 2' x 4" WEIR CONSTRUCTION SPECIFICATIONS 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85, 2, WOODEN FRAME SHALL BE CONSTRUCTED OF 2" X 4* CONSTRUCTION GRADE LUMBER. 3. WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. IT SHALL BE SHAPED AND SECURELY NAILED TO A 2* x 4* WEIR. 4. THE WEIR SHALL BE SECURELY NAILED TO 2" x 4" SPACERS 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. 5, THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED BY 2" x 4" ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. MAXIMUM DRAINAGE AREA 1 ACRE U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE CURB DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE PROTECTION 5O*MIN. 1 35' RESIDENTIAL EXISTING 3- PAVEMENT 6 LIN, EXISTING FILTER t Z MOUNTABLE BERM GROUND CLOTH PROFILE (OPTIONAL) 35' RESIDENTIAL EXISTING IN. GROUND ------- - - - 70`M IVI�iIN. I 1TMIN, EXISTING PAVEMENT PLAN MEW _1 FMIN. CONSTRUCTION SPECIFICATIONS 1. STONE SIZE USE 2- STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. U.S. DEPARTMENT OF AGRICULTURE STABILIZED NATURAL RESOURCES CONSERVATION SERVICE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION N I NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE ENTRANCEI PERCOLATION & TEST HOLE DATA: PERCOLATION TEST HOLE #1 WAS LOCATED 25 FEET OFF BARBER PLACE AND 20 FT, OFF THE PROPERTY LINE, P1 WAS 36" DEEP, MED. BROWN COLOR, SILTY LOAM WITH MODERATE COMPACTION DUE TO ITS LOCATION NEAR THE DRIVEWAY. THE PERC HOLE TEST WAS STARTED AT 8:26 AND STABILIZED AT 9:02 WITH A RATE OF 20 MIN. PER INCH. AT 9:22 PERCS WERE WITTNESSED AND RECORDED. TIME LEVEL 9:22 26.5" 9:32 27" 20MIN/INCH 9:34 25.5" 9:44 26.5" 20 MIN / INCH 9:445 24" 9:55 24.25" 40 MIN/ INCH * (MAY HAVE MADE A MISTAKE ON INTIAL DEPTH READING) 9:57 21.5" 10:07 22" 20 MIN / INCH 10:09 20.5" 10:19 21" 20 MIN/ INCH USE 21-30 MIN RATE PERC TEST # 2 WAS LOCATED 20 FEET OFF THE BACK PROPERTY LINE AND 25 FEET OFF THE STOCKADE FENCE. P2 WAS 36 INCHES DEEP AND WAS MED BROWN SILT LOAM. PERC TEST WERE STARTED AT 8:32 AND A STABILIZED RATE OF 10 MINS. / INCH WAS ACHIEVED AT 9:04. THE PERC RATES WERE RECORDED AND WITNESSED STARTING AT 9:24 TIME LEVEL 9:24 19.5" 9:34 20.5" 10 MINS / INCH 9:36 19" 9:47 20" 11 MIN / INCH 9:48 17" 9:59 18" 11 MINS PER INCH USE PERC RATE OF 11- 15 MINS DEEP TEST HOLES 1 AND 2 WERE 8 FEET DEEP CONSISTING OF TYPICAL URBAN SOILS. INSITU SOILS WERE NOT CLEARLY DEFINED BECAUSE THE AREA HAD BEEN DISTURBED IN THE PAST. THE SOILS NOTED WERE MED BROWN SILT LOAM WITH AREAS OF LIGHT GREY SANDY SILT WITH TRACES OF CLAY. NO GROND WATER WAS PRESENT BUT THE BOTTOM OF THE HOLE NEAREST THE ROAD WAS MOIST WITH MOTTLING AT 6.5 TO 7 FEET, AN OLD SEPTIC SYSTEM WAS ENCOUNTERED IN THE MIDDLE OF THE AREA. FEDERICO ASSOCIATES 1048 Dobbs Ferry Road, White Plains New York, 10607 phone: 914-693-5401 client: 7 SPRUCE HILL COURT PLEASANTVILLE, N.Y. 10570 project: ibis • DINO BARBERPLACE RYE BROOK, N.Y. XLHD Tech-arIaer UNAUTHORIZEDALTERATION5 ORADDITION15 TO TH15 DRAWING ARE A VIOLATION Or SECTION G9.5.6 OF Wadonilai Propefity THE REGULATIONS Of THE COMMIS51ONER OF EDUCATION. NEW YM STATE EDUCATION LAWS. sadNerptace 5* Bra*, fkw Yo* R"Im Oct. 13, hLI Fffc ftate tahlen N=42 drawing title: PIRC how (fiamew 8 inches davilh 36 inches Ski area of WC hpb 6280SI., SWflzad perc rate I BT in 20 ITIMILdes, V*Jlne d &OP = amle AMENDED W1 RWG = vofteala wtutes= 6_0W2 rmyfim G_n3 a],_fftay DETAILS ANwte.6% downgi bctw 0.250s_,f_1^_fJfty USEWSPMCRATE Fromm Cuftec soec, &Mt, wra& "Pacity f Lx, il.0 cmf. &Ieewalf aft W Wyout, shiawn = Pltft) x H (in,) pamx4er x Heght of swe-_ 170 36,5 517-151 S Ndftafl absofpRaint ii 24 hours = area x pemrale- 129 at, Fou Kris, area 61 Mix Impenaws -_ scale: (AS NOTED) Fitq)owd = original date: May 1, 2012 EM = tMctaroe= 16,547 SL RanT91 reWWW = 25, VW St -M &OG In. Pmpw" cn = 90 Er= $1,00 M- "Org is le, a* 900 con"M Er= 3A & In - I Net imfeasain a= 2,,'02 in. -4 hcfeaze In Fumff TWO CL Less skle" absorp6m 129 fA W incteaft In mtwff 1,759 GA. 5 -FEB -16 AMENDED SITE PLAN 13 -OCT -15 AMENDED SITE PLAN 8 -SEPT -15 AMENDED SITE PLAN 9 -MAR -13 STAFF COMMENTS 16-NOV-12 DRE COMMENTS 8 -OCT -12 PLANNING BD COMMENTS 21 -SEPT -12 STAFF COMMENTS 10 -SEPT -12 STAFF COMMENTS 22 -AUG -12 STAFF COMMENTS 9 -AUG -12 STAFF COMMENTS 25 -JUN -12 CONSULTANT COMMENTS I -MAY -12 ROTFELD COMMENTS date: revision: drawing number: OF 12 TOP RAIL (6 widel 3-1/4'X I -W x 92�1,2' F wk* 3-1W X I -51W x,1 16-1/2" o1,' d. Y.0 aluminum chwc&A:. PICKETS 13 pieces Of I -v:�' X I -1/2'X a3-1/4' per 8"' sectiom 18 piecas of I - J/-_2' X 1 - I/T X -774" per section. 23 pieces Of 1-1/2'X 1-142'X33-114' per 10'sacthn. BGTTOM RAL 3-1/4'X 1-5V X 68-112* W w0e), 34W X I-Sta' x 92-1 /2' wid6y 34WX 1-51Wx 116-1/2' (16'wde) with aturrinum ckwrtel. RAIL MUNT BRACKET$ 4 per section CRUSH BLOCK t per section fjpacked with brackets). POST 4P X 4X 38' 14 — POSTOEMERS 4x4= 72- 0MM 4x4= W(ITWOP ROOF DECK RAILING DETAIL r�= Duradek.Detoflfs 1 lm'Ur m' lice12%min "OrwW) Wtoto Al 'I W- -"A cad" lam DuraftR Uftfs intorided for use as both a roof owering afid 4'trafffrface, marking. Itqod chili de for, mald4rlitW tlecks built aboveliving spaces. ROOF DECK DETAIL SCALE: (NONE) m= FEDERICO ASSOCIATES JIS7 FLOOR 1048 Dobbs Ferry Road, White Plains I New York, 10607 PRECAST CONCRETE CAP PrrCf4W FOR DRAINAGE phone: 914-693-5401 momi-AP, FLOOR sysTrK CONCRETE BLOCK WITH WATERPROOFING AND BEIGE client: STUCCO FINISH ABOVE GRADE. BOWRIDGE CO CRE E COMMONS 41- 2 1 POUVDATKND 4/2'5XPAMVON SK7WFEN LLC PERMTER OF CONCRETE 1; SLAB AND A WALL. ,r CONCRETE SLAS W WWMOM OF SLAB. 0 COMPACTED RtgY OF BANK GRAVEL SAWCH VIRG" =L 6 K- POLY. VAPOR IX4CONTINUOUS FOOTING KEY. 7 SPRUCE HILL COURT z-; EARS coxnmous PLEASANTVILLE, N.Y. 10570 project: 2O`XIO'FORM5D CONCRETE CONTINUOUS FOOTING. 3000 PSI CONCRETE MINIMUM BOTTOM OP FOOTING 70 BE MNIMUM 4r BELOW FINISHED BOWRIDGE GRADS FOR MOST PRoTecroti 1� L Typical Exterior Wall Section SCALE: 1/2" =I'-0" BARBER PLACE I RYE BROOD, N.Y. U HORWD ALTMnON5 OR AWTION5 TO THIS NAnAUT DRAINING ARE A VIOLATION OF SeCTION 69.5.1, Of THE REGULATIONS Of THE COMMISSIONER Of EDUCATION. NEW YM 5TATe EDUCATION LAWS. drawing title: scale. (as noted) original date: March 4, 2016 date: revision drawing number. LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File LLF watts DSXO LED 20C 530 DSX0 LED WITH (1) 20 A 13 40K T4M MVOLT LED LIGHT ENGINES, LED 4000K DSXO-LED_20 0,90 34.45 o HS TYPE T4M OPTIC, 4000K, C -530 -40K -T4 @ 530mA WITH HOUSE M_MVOLT-HS SIDE SHIELD [as STATISTICS EPA: D.18 fe FOR INDEPENDENT ENGINEERING ANALYSIS OF LIGHTING Description Symbol Avg Max Min Max/Min Avg/Min FC at Finished Grade + 1.9 fe 4.1 fc 0.4 fe 10.31 4.8:1 FC at Property Line 0 0.26 fc 1.01 fe 0.00 fc N/A N/A NOTES Spedifications 1. THESE LIGHTING CALCULATIONS ARE NOT A SUBSTITUTE EPA: D.18 fe FOR INDEPENDENT ENGINEERING ANALYSIS OF LIGHTING war SUITABILITY AND SAFETY, 26go Length: 2. THIS PHOTOMETRICS LAYOUT WAS CALCULATED USING 040) SPECIFIC CRITERIA, ANY DEVIATION FROM STATED chh: 0 F- PARAMETERS WILL AFFECT ACTUAL PERFORMANCE, 0') (33-ftW Hetght 7" C5 It 0 TO M) weight U.09 x ;52 PO: �':t 0 12 �2 64�� ji"A . . ........ .... . b 33" d" b.23 39 4� 4-1 .5 _3 .............. b ................ . V4 'T9 1%.8 1.6 1".0'::` 0 .2 eg Z' .. . . . . ... . ... M .. ......... 09 X�oqQO> 6 46' b "Mr .. .... ......... b, t1 +2.0 +2.8-'-- 4 -�2.7 -�2.9 +2.6 +1.8 +1.8 +13 +2.0 '2-1 -1.9 +1.5 +1.4 +1.3 +1.6 +2.1 +2.7 +3.0 2.8 +2.3 +1.4 10.9 6 00 < '� +0 7 +3.53.5 '3.6 +3.2 �2.2 2.0 +1.7 +1.8, +1.7 +1.6 +1.5: +1A +1.4 +11.8, +2.4 3.0 +3.3 +3.3 2.9 +1.8 , � 00 12 0 42,5 +2.5 2.8 +3.1 AZI 4- . ...... ... .. ... .... ... . .............. '3 0 "3 4 3' 12 -13.0 +3.3 +3.7 '3 !2�, 3 `2 0 W 4 t2 7 3.6 1.4 +1 . 3, +1 3 +1.3 ,1.7 2.4," ji7" 0 b 0 "P A A N Q 1�'J x j- +0.9 "'o,'b", "'10.0- +0.9 "A, 1 -'2' .4 +1 .4; '24- ""11 14 '3.7 +3.6 .+31 2.3 1 9"/'- flll�/ 1. 5 ,"2.2 12 4 1 'A 1.6.00 5 4' ENTRY LIGHT TO BE RECESSED w OVERHEAD IN SOFFIT ABOVE ..... ..... - .. .................... . . . .. .. ...................... ...... ..... . ....... . . .. ....... ................ DOOR. 100 WATT FIXTURE, WILL '2.01 1.71 '2.3 +11 +3.5 1+�.O +1.0 . ...... 1"1 .2 +22 +1.8 10.9 +0.5 0.5 b.4 lo.5 -0.6 16. 8 +1 +23 +2.9 +3.2 +3.4 +3.4 tb b 00 NOT CREATE LATERAL GLARE OR ... .... . .... .. ......... ... . . .............. ..... ..... ..... . TYP.) SPILLOVER .. .. ..... ...... j! .1.01 I C -1.8 < +2.2 7 Z, 2,0 .8 7 +2.7 +2.8 -'2.8 +2. 7� .00 . .. ..... ... b.32 w +1.3 +1.5 +1.3 2.8 +2, �+2.4 +2.5 +2.6 b.00 A; -0'' +1.0 J4� b.30 2 1.0 1 + + + +li 1� i'Q.00 1.0c-, +2.5 -'2.4 '2.3 '2.4 .7 3.0 1.0 1.2 +1.2 1.0 s. V-�.... .. ... .. . +1 ---2 .. . ..... . '.216 i 7 -,'2'1'" 3 12.3 L.1 +2.2 +2.4 +2-6 7 +1.2 +1.3 +1.2 +0 ENTRY LIGHT TO BE RECESSED .9 b�00 V Ok .... ......... ........... OVERHEAD IN SOFFIT ABOVE DOOR. 100 WATT FIXTURE, WILL 39 2 ... .... .. .. ........................................... - .......... 5 �2.1 +2.1 +2.0 +1.8 +2.0; +2.1 +2.3 12.5 2-� �2 1 T& -'- NOT CREATE LATERAL GLARE OR ............. SPILLOVER (TYP.) 4 r,b. o o .... . .. 9 1,.7 +1.5 +1.5 +1.5 +1.8 +2.0 '2 +1 ..... 2. ....... ... 44 V38 t -71 +0 9 TA 110 4 V +0.9 'W"11 +1 �b.00 10.9 b. 8 10.7 10 -7 .2 9 b.4 -0 -11,36� .4 j �,4,t� 10 Ul. , I., AG b; '-04 V'00n 49 -36 9?,00'-Vq�q 'b `0 c�O I '-Eb02- cb.q� i V33 b 3' .64 4 < . ............ .... ...... ........ . .... ............. . ....... Snap Shot # 2 Scale 1 10' ... . . .. . . ... . . .. . ..... .. .... . ... ... ... . Designer Eric Perkins, LC, MIES Date 6,:r j 4-t71% 201' E) a 1" 045 Feb, 5th, 2016 Scale As Noted Layout 4 1 of 1 Z W Z 0 Z 0 F- w 0') 0 oe 0 -r U) C5 It w F - W z (C -1) D F - Ln w Cl > - U) -j W ) LU 11 > LU -i Cn w V 0 -i Ui I- :E (D Owe z (!) -j L F- W Z 5 W w z -r (.9 0 0 z 0 _-j z W 0 W LU Uj Z -j 0 X > w C) W U) E 0 0 :r 0 ch V) < F- 0 120 Designer Eric Perkins, LC, MIES Date 6,:r j 4-t71% 201' E) a 1" 045 Feb, 5th, 2016 Scale As Noted Layout 4 1 of 1 GPDF created with pdfFactory Pro trial version www.pdffactory.com ac tu M Co uj j< C, tu wwMI CD 0 4-J LU C- 0 uAE u OLE 3: 0 (U E 0 M c Ln Oe 0" CO0 LU Z u 4-1 21, DATE: 3/1/2016 SCALE: 1/411 = 11 SHEET: z kn Lu UJ -j CO CD 0 tu M Q) 5: tu fy LU LU O—e I till to Z V) C 0 4-j fo w0 E E 0 u (1) 0) 0 ca Ln 0) E 0 CeLn 0 431 CD ® 0 rIj 0 LU > z 4-J tl� Ln 0 riu — Z U DATE: 3/1/2016 SCALE: 1/4" = 1 SHEET: A-2 PDF created with pdfFactory Pro trial version www.pdffactory.com tr PDF created with pdfFactory Pro trial version WLAm.pdffactopL.com MIN Kill 1111111 O NJ HIM 0 Kill IBM INS I oil IN -------- -- oil W7 m I F PDF created with pdfFactory Pro trial version WLAm.pdffactopL.com O LU Co n> WC 0 E E u0 CWn c "0 .z- 3: 0 V/ 0) (n E 0 m fu "T ,, n 0 m Lr 0 4 LU 0 rs' to t13 dj t Z U 4-j (n a BMs DATE: 3/1/2016 SCALE: 1/4" = 11 SHEET: A-3 Only copies from the original of this survey marked with an original of the Land Surveyors embossed seal shall be considered to be true, valid copies. Said certifications shall run only to the person for whom this survey is prepared and on his/her behalf to the title company, governmental agency and lending institutions listed hereon. Certifications are not transferable to additional institutions or subsequent owners. Unauthorized alteration or addition to a survey map bearing a licensed Land Surveyors seal is a violation of Section 7209, Subdivision 2 of the New York State Education Law. Possession only where indicated. Adjacent property lines and easements not surveyed or certified. Access to adjacent fights of way, easements and public or private lands not guaranteed or certifted. Underground utilities shown hereon are approximate and should be verified before excavating.. Additional underground utilities are not shown or certified. Encroachments and structures below grade, if any, not shown or certifted. Subject to covenants, easements, restrictions, conditions and agreements of record. Premises hereon being shown on a certain map entitled, "Final Merger and Reapportionment Map Prepared For Bow-fidge Commons, LLC. " Said map filed in the Westchester County Clerks Office, Division of Land Records, May 26, 2017 as map number 29061. Surveyed. August 20, 2012 Map Prepared August 21, 2012 Map Revised. December 14, 2012 Survey Updated: April 15, 2016 Map Revised. April 18, 2016 Map Revised. January 19, 2017 to show foundation as built Map Revised: January 16, 2019 to show final as built New York State Licensed Land Surveyor No. 050604 20 WHONTENNIONIM VILLAGE OF RYE BROOK 14ESTCHESTER COUNTY, NEW YORK SCALE: T = 20' 10 20 40 80 ( IN FEET ) 1 inch = 20 ft