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HomeMy WebLinkAboutBP20-123• rLPQ!A/AV • • INSPECTION RECORD FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION __/ PLUMBING y/ RGH PLUMBING GAS SPRINKLER ELECTRIC ?/ LOW -VOLT ALARM AS BUILT FINAL Affr7 wl.�%�ished baserr��t -505(a --------- Ive6.�ky Pig �J r re CC, Le Aer q �19oa C:5�)I- c**'���'��I OTHER APPROVALS �vz BOT P8 ZBA OTHER AS-BUILTiFINAI SURVEY REQUIRED PRIOR TO FlNAL INSPECTION FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT THIS BUILDING MUST BE POSTED WRH A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; V FA PRIOR TO THE ISSUANCE OF A CA AS REQUIRED BY NY STATE LAW. HUBt HMM KIN F1 D V RM NT 14 2 MROSEPRI LANE UNIT C 1 Y sT RYE BROOK9 NYE19 �.��" �� '► '15 ' - ' f23(y��t P t I 1-TEE,I am E f411/19(t4;• i l� IT+0 .1 i t /, ___. _.- _ ----. •` �/13 ?I �*V FIRE 10111NNT(M.) -- ) /11��✓�� 912 9t1 WOOD scREwrr1ex11 I I� � '�- sto � � ./�0 CUM �µ ly IHIRQSE �,,-• � ��� n,,/ � ��� ;r,.im ►�Ir INDIT�01101Tge1 ,I+ISY NFPA-13D GENERAL NOTESPrPE 16 O1 SYSTEM DESIGN-RESIDENTIAL AREAS(WET SYSTEM) SPRNKLER SYSTEM IS A HYDRAULICALLY CALCULATED NET SYSTEM /I/10� (11 ��\` (I7 PIPING HAS BEEN SIZED USING A LIGHT HAZARD DENSITY OF 05 GPM OVER MOST REMOTE 4 SPRINKLERS OFFSET HANGER I � I � �� /9 N A COMPARTMENT USING RESIDENTIAL SPRINKLER HEADS. i OFFSET HANGER \ I ,, /^^��Its l ' i MASPRINKLER IOMHUM HEAD SPACING-324 sq n HOOD 1 Russ OR eFJA►A I i waoo SCREW An 1 s 10 (1 SYSTEM DESIGN PER N.FP.A./13D(2oto EDITION) ' w000 TRUSS OR BEAM 15 — �' ,� � �� t�R O PIPE MATERIALS ALL PIPE AND FITTINGS ARE 81l1ff]IAM CPVC. ^''/ �1",K1F�1 ✓ /1 OFFSET HA)VG, R DETAIL HALFSTRAP HANGER DETAIL Q CONTRACT INFORMATION WORK UNDER THIS CONTRACT CONSISTS of THE FOLLONING; DESIGN AND INSTALL A WORKING SPRINKLER SYSTEM PER NFPA-13D 2010 EDITION i -DRAFT STOPPING SHALL BE PROVIDED BY THE ON11ER N ACCORDANCE WITH THE I.B.C.2003 EDITION. X z ! , IIp -BATHROOMS LESS THAN55 SO.FT.91ALL BE INCOMPLIANCE WITH 1}E REQUIREMENTS OF NFPA-13D m ALL BATHROOMS ARE NONCOMBUSTIBLE SHEET ROCK KITH A 30 MIX THERMAL BARRIER. I -1• - -CLOSETS LESS THAN 24 SOTT.SHALL BE N COMPLIANCE KITH THE REQUIREMENTS 0 NFPA-130 f - - - -- - — - r p CLOSETS ARE CO4SIRUC7ED OF NONCOMBUSTIBLE SHE_E7 ROCK VM A 30 MIN.THERMAL BARRIER ' - - - - -_- I i 1 -ATTICS ARE N07 USED FOR STORAGE AND DO NOT CONTAIN ANY FUEL FIRED EQUIPMENT. �i ,• O^ � I . NOTES TO THE OWNER PER NFPA 6.9'MAINTENANCE - ' 6.9.1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION. — 6.92 SPRINKLER SYSTEMS SHALL BE INSPECTED,TESTED,AND MAINTAINED IN ACCORDANCEWITH NFPA 25.STANDARD FOR THE INSPECTION,TESTING,AND MAINTENANCE OF - - - - WATER-BASED FIRE PROTECTION SYSTEMS. -- —- - - r 1 — - -— =I P.6.9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM IS THAT OF THE x _ -- OWNER OR MANAGER,WHO SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION. ' -- [F=CE WE FOR FURTHER INFORMATION,SEE NFPA 25,STANDARD FOR THE INSPECTION,TESTING,AND MAINTENANCE ' — - I OF WATER-BASED FIRE PROTECTION SYSTEMS. �$ F101 ADDITIONALLY - _ � � *- W` I Flo- 1)YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO JAN 2020 PREVENT THE WET SYSTEM FROM FREEZING. 10,+ 2)YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO MAINTAIN _ — �� - _ - ------- ---- THE SYSTEM -- _ _ l_ ._ - _ -- -- - _- -_—_ _ -- - _ , 9 3)IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, _ _ - - _ 1 1 _•_—__•___ __ _ THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. — f ? i 4,, VILLAGE 017 RYE BROOK 1 BUILDING DEPARTMENT 11r v,cau,c M1IB 7m•sTIEn 111111110111111111.TanE TTar HARWI A I®a11 mIIEER spat ~__ __ '-'— - C I j 0 IP KWIC IlIM 7tr 64DOIE OM EX ll9M FOR Y1i0D■I i -- ` A - - - — U WE TAPE I=SEEK TAGet REM 6KAf i 1'TM/uR►llt WLyE —All 1, i,i I I 2'CONTROL VALVE AND ALL UNDERGROUND PIPING IS BY OTHERS. MACK FIRE PROTECTION'S CONTRACT I f --- ` - - -_ iA BEGINS AT 2'ARE SERVICE WATER LINE LEFT INSIDEOUTLINC OF_L _ °- -- — ' OUTLINE L_ —OD4 ' THE BASEMENT. A i STUDABOV (r P.) t uroEl9muD FIE SERNCE HOER LIE UP -. I. IC 808 1102 Im WA M EIKiMTI a(Bf am) - - 6 10 1T0K 510 1 C NI '- --- ---- — -I - 88 Its W TC SUlWy 91KO6 I' 11 1• I - 1 _ 1 2•FIRE S$t11D WER SI1FPIT YIE FtA 0 I W VICDIAIC IAtEi'Xl 9HDOYE EWm 7)]E 07MIROL RLgR FNRFTAD iN --- VIE nPE 10 SiM OU PAE131FE(AU HI I-IMAM KW N A UTI �/ PIMMITS i of VL�IOM:VMEL 728'47FDED BRRR8r1 of IFW LYWHAd A WEIK TALPER Si1D 1 _ Its 1acaAlc MM V 4iID 9 OIKCTHIRC 1KDIAlA - i'I ,L S B L# Ito ' �/ - I L ! - ----- - - 1 !1 -'I S On !i _ ----- 1; � SATE APPRO Eyp r1 L I I L I BASEMENT FLOOR 1 I ELEV.=0'-0' I� - - -- "� „ „ BUILDING�NSPEC ( r UNEXCAVATE[ UNIT"C20f UNIT A Q FLOOR ELEVATIONS D. K: —' 4-6' BASEMEl1/T FL OOR FIRE `�'�'H'APPROVAL REQUIRED FO W1 SPR/N/�LER S9'STE/!i1 RISER DETAIL BASEMENT TO FIRST FLR.FIRST FLR.TO SECOND FLR,= 10'-2° FIRE PRO BAC�'(FLOw PR N DDEVICE0»'' N.T.S. SCALE.'>4"=IV" 1.All pipe locations are to be field measured prior to fabrication Whether SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATIONhether or not indicated on the drawings,the following items are to be provided' SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN and installation by the sprinkler contractor. -Head Cabinet,spare heads and head wrench per NFPA 13 � , 1u IEtuIlElu�lu RESDe+„ALcavTlAtEoPltoE+ns�aaFR1n Apt IwA ■tR6 PROJECT:KINGFIELD DEVELOPMENT ` 2.All dimensions shown are:end to end Provisions for flushing connections and draining of all pipe REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE 3.High temperature heads are to be field installed where required. -In _ EIEYATMABOWTaPaISR coNlRAcrf:000E GENERAL REVISIONS 7/6/17 CITY.,RYE BROOK STATE:NY ZIP:10573 spectors test connection shall be provided for each system E►+7 REyAt10NABOVEpmT®FLOOR a IigutltE.¢s�oupcl�GFHSFODI�iIt®�xr91m¢8tla,t8f K��2oo0EG�,9L1wW15 4.All pipes and hangers are to be installed per NFPA 13. -Hydraulic identification plates&NFPA 13 required signs CONSTRUCTION:WOOD GENERAL REVISIONS 7/26/17 CLIENT:THE WARJAM GROUP PHONE:(9141 761-250 5.Gridded wet systems shall provide a relief valve per NFPA 13. c '¢'D B1YaInlolTaPOFST� GENERAL REVISIONS 6/18/19 LTD. - - - ■ ■ Q 6 All new piping is to be hydrostatically tested at not less than 200pst It is the building owners responsibility to provide adequate heat for all areas in the ® REIJAAIE'FIIiESu• uNaaaRrussstul5al3tvrFPr,lw•�®1>Sat set�RAp3t ADDRESS:S INTERNATIONAL DRIVE-SUITE 1 14 for 2 hours,or at 50psi In excess of the maximum pressure, building protected by a wet type sprinklers stem and for all water filled supply f � CITY:RYE BROOK STATE:NY 1 ZIP:10573 y pp y pipe,valves OCCUPANCY:NFPA 13D when the maximum pressure to be maintained is in excess of 150psi. and system risers to dry type systems. --0-/-o- PPERISEUP RE1tAeEEftRISCOuacRESPONSEHORmOrnasaEwAUSF ietla rIPr,A�e,Klaol>E SxtRAt�35 15 INDUSTRIAL PARK PLACE MIDDLETOWN CT 06457 7 A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air -O-/-6- PPETUIRSIIOFIH SYSTEM TYPE:WET F.860-632.8053 ' F.860.632.8054 500 gallons per NFPA 13 compressor or plant airs stems specifically a PPE�BiNPPIF DATE:03/27l2017 FIRE SPRINKLER CONTRACTOR CONTACT p y pe y approved for and capable of automatically WWW.MAC K FI R E.0 0 M a 8.NFPA 13D apply as required maintaining the required air pressure. PFEGRDMODIRMIFITTINM AHJ:PORT CHESTER DESIGNER:CHRIS JUDD PHONE:(860)398.502 © 01 MEWMANDINUS116TAGS TOTAL THIS SHEET.- TOTAL THIS JO�• FIRE MARSHAL E-MAILCHRIS@MACKFIRE.COM LICENSES: CT:F1-40291 MA:SC•120494 RI:000347 KIN F1 D V RM NT 1 2 PRIMROSE LANE - UNIT C 1 RYE BROOKS NY. WD.DECK OR BLUESTONE PAVER I ii-----��r' WD.DECK OR WD.DECK OR BLUESTONE 1 BLUESTONE PAVER PAVER i/ ✓ P / r ROOF ABOVE I 1 l / ♦ j " o, i � m — 00 I 1- � i l r A C i I LIVING ROOM r, /Zozzi 0. r-i C% 1 ON HYDRAULIC DESIGN I ✓ +I• `+-+ cwu AREA m _ I FIRSTFLOOR " r. T 1 �i 1• DINDVO ROOM - 4' I i ✓ T i' — HYDRAULIC DESIGN CRITERIA Density .05 _ Spacing VARIES I 5- ► s 2 I WIN liYBl K Factor 4.9 FW Hose Allowance - o " _ _I. 44, This System is Designed to Discharge �• at a Rate of .06 GPM per sq It of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water r 1 c , — �_• ! t8 at the Rate of 34.7 GPM at 42.2 PSI ^� I I at the FP IItSC AM Rn Toor - looto 1 r 1,IEIaOM FK SFxU 90 ue OM t NO W THE MW snort lar M 0 - 1 I 9' r mN WR%5MMI r•ODA3tE DECK 11EIr W ASMRY 111111 SatLe amrsLY vw Tw awn A NIBBIL wet mad , � g• i j I r 1>IDEM01Rm FK MM WER LIE UP j' 9M WJED EM MK(91'MWIRS) amm EL 6• ' Ica I i o s , I AD K BUT 1M:um Fa M Ra YBP atlami t11F — nf MEA ORa9u'AMOOn AND moe 60 - - - — -- MKS FFE W sw■aFM IBAO VS SE DE R HN R BAXIM OW ROC swacM PPE Hill nW 11RUS so 1►N, OI oos , 1MDRYl silo, 1111111 DW BAft AN AoeoltttE 11 eam I iM. Aw m DE RPE AIB S l OURM o RQ mum lac NUM I Fi TALL 1 2 1r rnM1a" ow cam It�tlNt LDIIfAUD PDO]R SPRYiODt �JpENE p P A INSLILA TION DETAIL FOR ALL SPRINKLER IN OR ADJACENT TO UNHEA TED SPACES N.T.S. 1.All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings,the following items are to be provided SYMBOL LEGEND SPRINKLER HEAD LEGEND g g p SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:FIRST FLOOR FIRE PROTECTION PLAN JOB INFORMATION and Installation by the sprinkler contractor. -Head Cabinet spare heads and head wrench per NFPA 13 , IITORAIAICRER3tENCE�OlR t0 RalAetF'I3Catt•IiESOBtnAL R3UerrSP net ln'MPr,K ,gt�O�tEE SruRA,tts PROJECT.KINGFIELD DEVELOPMENT 2.All dimensions shown are end to end -Provisions for flushing connections and draining of all pipe REVIsiONs: DATE: C"d7 BEYAilON9HAF1tOPOFSrffI CONTRACT#:0000 ADDRESSANTERNATIONAL DRIVE 3.High temperature heads are to be field installed where required Inspectors test connection shall be provided for each system 1"] ELEYATMAMR 196)ROOR F-MW ssscO=MMffM MPEhI>B MVDMITWr K*A@20DDEWSKIwults GENERAL REVISIONS 716/17 CITY:RYE BROOK STATE:NY ZIP:10573 4.All pipes and hangers are to be installed per NFPA 13 -Hydraulic identification plates&NFPA 13 required signs GENERAL REVISION5 7/26l17 CLIENT.THE WARJAM GROUP PHONE:I9141 761-250 F., 5.Gridded wet systems shall provide a relief valve per NFPA 13. rt� 20'0t 11EYATId10FTOPOFSIS1 CONSTRUCTION:WOOD LTD. O 6.All new piping is to be hydrostatically tested at not less than 200 si It is the building owners responsibility to provide adequate heat for all areas in the ® celpiGltBGlR -t FRME'FIRESLVRNEMruLtlOarmMrALMMutSPRaAOstIrWT.IN.�gt>;t>Et H SK$RAsu1 GENERAL REVISIONS 6/16/19 ■ ■ p p g y p g tY p q -f for 2 hours,or at 50psi in excess of the maximum pressure building protected by a wet type sprinkler system and for all water filled supply pipe,valves OpI-MGBISIATED WASS ADDRE55:5 INTERNATIONAL DRIVE-SUITE 114 NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 when the maximum pressure to be maintained is in excess of 150 si and stem risers to d ��¢ PPEFEEIF SYSTEM TYPE:WET ' ' N p p y dry type systems 4• aauruESl�OuipcRt:sirorl�Iga¢aNrALSCEwwial�aBtvtl�r.lc�s,®mo�sxrRAlps 1 5 INDUSTRIAL PARK PLACE MIDDLETOWN CT 06457 7 A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air '��"� PPE7URNS M DATE:03/27/2017 P:B60-632-BO53 F:860-632.8054 500 gallons per NFPA 13. compressor or plant air system specifically approved for and capable of automatically PPEI�tM1M FIRE SPRINKLER CONTRACTOR CONTACT I 8 NFPA 13D apply as required maintaining the required air pressure 0 7 CR PPE IMSORRMG$AITM0 PORT CHESTER DESIGNER:CHRIS JUDD PHONE:(8601 398.502 WWWMACKFIRE.COM �+� © 11 I'm WaiAIDLIIEURNTA65 ToTALTHisSmirr.- TaTALTMISJoe:• AHJ°FIRE MARSHAL E-MAIL-CHRISe@MACKFIRE.COM LICENSES: CT:F1-40291 MA:SC-120494 RI:000347 � 1 KIN F1 D V RM NT 12 PRIMROSE LANE - UNIT C I RYE B R o o K9 N Y■ HYDRAULIC DESIGN CALC AREA rs SECOND FLOOR BEDI=M#2 HYDRAULIC DESIGN CRITERIA HYDRAULIC DESIGN CALC AREA N3 SECOND FLOOR Density 05 MASTER BEDROOM Spacing VARIES K Factor 4.4 HYDRAULIC DESIGN CRITERIA Hose Allowance - Density o5 This System is Designed to Discharge Spacing VARIES 0 at a Rate of 5 GPM per sq ft FLAT ROOF BELOW K Factor 4.9 of Floor Area Over a Remote Area of Hose Allowance 2 Sprinklers when Supplied with Water — — HYDRAULIC DESIGN CRITERIA at the Rate of 32.2 GPM at 43.8 PSI __ L_ This System is Designed to Discharge at the FP MOM NODE T of a Rate of .05 GPM per sq ft Density o5 of Floor Area Over o Remote Area of Spacing VARIES 2 Sprinklers when Supplied with Water K Factor 4.4.4.9 at the Rate of 26.3 GPM at 36.3 PSI Hose Allowance of the FP 06DVM NODE S' This System is Designed to Discharge I of a Rate of .05 GPM per sq ft a ; of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water at the Rate of 28.1 GPM at 39.8 PSI f at the FP GSDMl M NODE'T I c 01 1 I i 1 \ I 00 110, 00, B �I ! �- o HYDRAULIC DESIGN CALC AREA 06 SFAOND PLAOR HALLWAY iiiriiii s I a HYDRAULIC DESIGN CRITERIA r Density 05 1,4 I _ Spacing VARIES K Factor 4.9 Hose Allowance - t- This System is Designed to Discharge ✓ st # I I r' I at a Rate of 55 GPM per sq ft of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water rA , at the Rate of 34.4 GPM at 45.1 PSI ✓ of the FP 060Yflf;f NODE 3' ' i # e I A I b 1 ` i I ' 9• � I , I FLAT R00= j _ o I I BELOW 6310, 00 i I II' I I I E , ' f 6_ I Lti I C R aL B C i i I I / II ( DEWALL SPRINKLERS ON TI-E SECOND FLOOR SHALL 8 (' UNIT..0 " UNIT'A" SECOND FLOOR FIRE F/REPROTECT/ONPLAN o�NEW Y° � JO�1NE P •b SCALE.'1/4"-1'-0" �� Z PRpfEa ---- 1.All pipe locations are to be field measured prior to fabrication Whether or not indicated LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION on the drawings,the following items are to be provided: SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN and installation by the sprinkler contractor. -Head Cabinet,spare heads and head wrench per NFPA 13 PROJECT:KINGFIELD DEVELOPMENT M + IIYORNJsI"I�BI(;aw 5 RELME1iFCt LVffSDBrtuLca 14EDFt�BtrsPFRKKtlRn.W.@t5MOV-SKORAm6 ADDRESS:KINGFI INTERNATIONAL DRIVE 2 All dimensions shown are:end to end -Provisions for flushing connections and draining of all pipe 1, 3 e ATK1flwmwTwaFsnn CONTRACT#:0000 REVISIONS: DATE: 3 High temperature heads are to be field installed where required. -Inspector's test connection shall be provided for each system GENERAL REVISIONS 7/6117 CITY:RYE BROOK STATE:NY ZIP:10573 4.All pipes and hangers are to be installed per NFPA 13. -Hydraulic identification plates&NFPA 13 required signs t F+l EtEVAilON1180VEFA15F�f10� LIHUIBE'fi55li aAQtAE�011SEC0ItCFiUfDP80BI15F10gFA17NPi,K�b Q�OOH,Iiff�l IRA1115 GENERAL REVISIONS 7/26/17 CLIENT:THE WARJAM GROUP PHONE:(9141 761-250 5.Gndded wet systems shall provide a relief valve per NFPA 13. (MS 7D"0) aFVATIONOF TOP OFSM CONSTRUCTION:WOOD GENERAL REVISIONS 6/1 B/19 LTD. — — ■ ■ 0 6 All new piping is to be hydrostatically tested at not less than 200psi It is the building owners responsibility to provide adequate heat for all areas in the ® �GIBGHT •7 EME-FIRESL'-'tlEsmelru NMO(rALMMuLsa KKtR64T,Kd.4,@II5M6RffI SK RAUIt ADDRESS:5 INTERNATIONAL DRIVE SUITE 1 14 for 2 hours,or at SOpsi in excess of the maximum pressure, building protected by a wet type sprinkler system and for all water filled supply pipe,valves ��•' o0minERGBM7S)Nu� OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 when the maximum pressure to be maintained is in excess of 150psi. and system risers to dry type systems. "o-/-O- PIPE FEE IP Q a MV&EflFWQUO(FtEMI%IlXIMALMM41MOMtT11PT K 5k OXXIDEM SIM.eRAIaS 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 7.A quick opening device is required when d s stem volume exceeds Air pressure shall be maintained on all d �}/$ PFETURI DOM SYSTEM TYPE:WET q Pe 9IY Y P dry type systems by an approved automatic air ��� DATE:03/27/2017 FIRE SPRINKLER CONTRACTOR CONTACT P:860-632'8053 F:860-632-8D54 500 gallons per NFPA 13 compressor or plant air system specifically approved for and capable of automatically WWW.MAC K FI R E.C M 8.NFPA 13D apply as required. maintaining the required air pressure. 0 ] ocol,Pl FFEffi0 M&RRW PORT CHESTER DESIGNER:CHRIS JUDD PHONE:(86131 398-502 © oT PFEWDINOUNELISTNCTAss TMAL THIS SHEET.• TOTAL TMISJoe:• AHJ:FIRE MARSHAL E-MAIL•CHRISQaMACKFIRE.COM LICENSES: CT:F1-40291 MA:SC•120494 R1:000347 FIELDWORK COMPLETED: June 10, 2021 C E IV F= Underground structures, if any exist, are not shown hereon, except as noted. The location of underground Julimprovements or encroachments are not always known f= MAP REFEREAZE: SEP - 1 2021 and often must be estimated. If underground improvements, easements, or encroachments exist and Subdivision Map of Kingfield F.M. No. 29210 BROOK are neither visible during normal field survey operations filed August 30 2018 VILLAGE O F RYE B R nor described in instruments provided to this surveyor, g ARTM E NT the may not be shown on this ma and are not Y Y Y P Subject Lot: 75 certified. Known as 12 Primrose Lone © This property may be affected by instruments which Town of Rye Tax ID: Section 129.25 Block 1 Lot 1.91 ® ® have not been provided to this surveyor. Users of this Primrose Lane map should verify title with their attorney or a quafirled SMH 5-4-2 title examiner. CB A-5 Access, Wafer & Sewer Ease. 0 Legend Per F.M. 29210 Only copies from the original of this survey marked with the surveyor's embossed seal are genuine, true Stone Curb T and correct copies of the surveyor's original work and ©- Sewer Cleonout R=667.QQ' L�q, opinion A co of this document without o proper C @- Concrete Retaining Wall 4.20 P PY P Pe Walk • application of the surveyor's embossed seal should be ® - Curb Stop Water Service Pavers assumed to be an unauthorized copy. ®- Electric Box Walk Pavers 0 ®- Electric Manhole p Drive Walk Pavers Drive Drive 04 - Gas Val ve C 3 Po n --- Light Pole 10,10e,Jee JrwA00f o- Telecommunication Box °och , 0- Transformer Pad WIRoof O- Water Valve v� • H 0D ' ..' .ydrant cc� cn 00 (; g�Coll 00 101 v) 74 73 c :r (p 0 Ar - O?� N ea 3 S,TT3 -� q. Ft. Frame BuildIng To date, no Title Report or Abstract of Title has been provided. This survey is subject to a current, up to date rtle Report. 00 -P Property corner monuments were not placed as part of W OD this survey. This map may not be used in connection with a cV w "Survey Affidavit" or similar document, statement or Patio Deck Deck • . As-B..... Surveymechon�sm to obto�n title insurance for any subsequent � � � or future grantees. 0 ° M? Z Wood Wood Deck Unauthorized alteration or addition to a survey map Fence Fence � 1 12 Primrose Lane bearing a Licensed Land Surveyor's seal is a violafr'on N86 13'3 W 44.13' of Section 7209, sub-division 2, of the New York State Uni t 75 Education Low. post for \ & Rai/ Fe \\nce N'/I'Vi�e According to NYSAPLS policy adopted January 23, 1993, the alteration of survey maps by anyone other than the Common Area 1 esy co Y \ original preparer is misleading, confusing and not in the "NOT BUILDING LOTS' general welfare and benefit of the public. Licensed Land \\ Sftwto ti MW Surveyors shall not alter survey mops, survey plans, or \ survey plats prepared by others. \ Town of Rye Westc hester County, New York At E ENGINEERING, SURVEYING & GRAPHIC SCALE b 1 = a W Am 17, 2021 LANDSCAPE ARCHITECTURE, P.C. f of 20 40' 3 Garrett Place • Carmel, New York 10512 JEFFREY B. DeROSA, LS Phone (845) 225-9690 • Fox (845) 225-9717 ASwBUILT New York State License No. 050749 www.lnstte—eng.corr► ENT Q 2021 In si to Engineering, Surveying �c L an dscop a Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.200 1 inch = 20 ft. Lot Maps/Lot 75.d wg