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Packet · Jan 28, 2025

Township Council Meeting — Packet

Preserved file SHA-2561c5300ecdc40f8ad59da8ca2b308f98e5ca64c915ea6ab4d7ae1603963d9a400

Indexed text

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0214/2019 8:28:18 AM there (8) running elong sald line of Lot 48, Block 46.03, South $2 degrees 40 minutes DB East (852°40'08"E), a distance of 249.26 feet to a | ‘an te nortresteriyeldeline of seconds: : Wi ao gn Sl po .on.a course of North &2 degrass _,, 40 minutes 08 seconds West (N52*4008"WW), a clstance of 4.43 feet Goma Found tron Fipe, thence (9) nnning along sald sideline of Winding way, on a none tothe Higftt, having 8 radius of 167.4 feet, a anil angi 05 oges 10 Tninkea 48 rosea (05°19°48"), an am length of 18,87 feet, and a chord bearing and distance of South 29 degrees 42 Minutes 59 seconds West (S28°42'6u W), 18,86 feet to a poln! cf tangency; {hance (10} stl sunning along sald sidefine of Winding Way, South 32 degrees 22 minutes 62 seconds West {832°22'52°W), a distance of 282.23 feet to a poinl on the northeasterly fine of Lot 33, Block 48.01 (lands nif Cirel, Porapeo In Deed Book 6148, Pg.523); thence (11) running along saki fine of Lot $3, Block 48.01, North 52 degrees 40 minutes 08 avons Weal {NSZ-40US"W}, 8 distance of 176.67 feet to a point on the nortwesterly tne of sald Lot33, Block 48.01; thengo (12) cunning along said ling of Lot 33, Blok 45.01 and also along lhe nortiwestorly ina of 48.01 (lands ivf Marcantonio, John In Deed Book 5155, Py.228), South 36 degrees 43 minutes 09 aeconds West (83571302 W), & Uistance of 141.20 feet to a point on the southwesterly line of said Lot 32, Block thence {15} rlinaing aléng eaid'the ee re vast 4 reore erpareiow ig? Paste F Ge! oy thence (14) running along sabi sidefino of Uderciiff Terrane South, South 45 degrees 87 minuies 62 raconds West (646° 28), distance of 790.93 feet fo en angte point in came, sald point belng on a course of North 37 degrees. 10 minutes 38 seconds West (NS7*10'38°W.) 60, yom a Found Stone Monument.on the angle point on the southaasterty line of sel Undarcitft Terrace South; Shenee (15) nun slong sald sideline of Undercilff Terrace South, South 56 degrees 40 minutes 52 seconds West (S69"4052 1), » distance of 114.85 feet bo an angle polat in santa; thenca (16) running slong said sideline of Undesciit Terrace South, South 68 degrees 03 minutes 52 seconds Weel (S88°0S'S2°W), @ distanns of 14.04 feet to a point an the nastherly sideline of ‘Walker Road (50 wide R.O.W,}, thence (17) running along sad line of Wher Road, on 2 on-iengent cur, curing io fre af, heving

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S'S2°W), @ distanns of 14.04 feet to a point an the nastherly sideline of ‘Walker Road (50 wide R.O.W,}, thence (17) running along sad line of Wher Road, on 2 on-iengent cur, curing io fre af, heving a radius of 2,417.34 feet, e contral angle of 09 deprees 36 minvies 22 seconds {01°28'22"), en ave length of 67.76 feel, and e chord beartng and distunde of North 83 degreas 48 minutes 29 ssoonds West (NB3°48'3S°WY), 87.76 feet to a pointof non-tangent curve on Bald sidetine of Walker Road; thence (48) stil nmning gieng sald Bidefne of Welker Road, en e non-langent ove, caning to the right, having 3 radis of 610.00 feet, @ central angle of 15 minuiss 48 seconds gore an ero length of 140. 16 fest, and a chord beaitng and distance of Novth 82 degrees minutes 22 seoonds West (N82"S7'22"N), 139.72 feet io a point of tangency; thence (19) sil] running atang eald sideline of Walker Road, North 75 degress 04 minutes 58 seconds West (N76°O4'68°W), a disianca of 498.06 fest to an angle paint ESSEX COUNTY — — SauUEERSIROSnennEnenemeememmeennenmeeeeeeteeeneens — co my ee nee e ata “y Inst. 2018096861 - Page & of 13

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O2/142019 8:25:18 AM thence (20) 98!) ranning elong sald sideline of Walker Road, North 74 08 minutes 68. seconds West (N74°08'58"W), a distance of 1,173.18 feat to @ point chenvaare thentes (21) sift running aloniy sald sidefine of Walker Road, on a curve, curving to the right huvittg +7 *oo—nenibtaitlug of203-16 feet, a cenival angient47 dagraes 20 mintsios D0-s8conds (A7°27O0},AN.AIG, cae ans ou distanca of 167.84 keel, and e chord bearing and distance of North 60 degrass 28 minutes 58 seconds West {NSO"258"Wi 163.10 feat to a polnt of tengency on the northeasterly eldelin.of . thence (22) running olong sald sideline of Walker Roed, North 26 degrees 48 minutes 68seconds Weat (N26°48'68'W), a distance of 228.05 feat to an angle point in pavement in the easterly sidefine of sald Waker Road; thence (23) ayning along sald sideline of Walker Road, North 04 dagrees 49 minutes 02 seconds: Enst (NO4"49'02"E), a distance of 278,31 fest to point of curvature, thence (24) running along sais sideline of Welker Road, on a curve, curving ta the fight having @ radius of 424.81 feal, a cantrat angle of 90 degrees 04 minutes 00 seconds {30°04'00"), en are distance of 221.6 fest, and a chord bearing and distance of North 19 degrees 51 minutes 02 Secunda Gam NETSTNZED 218.82 feat to a point of ingency on the southeasterly sideline of | i slong sald sideline of Walker Road, North 34 degrees 53 thenes (26) running minutes 02 seconds East (N34°69'02°2), a distance of 4413.88 fee! to a point on the southwastoriy ine of Lot 1,05, Block 180 ands nf Davey tr, Wilam In Deed Book 5564, Pp.313), ‘at ae ag sn, there i dagrod 06, . eee eraser eS tae stepa er distance of 114.45 feel, toa point on the Lot 10 eu thence (27) running along sald southeasterly line of Lot 1.06, Btook 180, North 30 degises 32, minutes 12 seconds East (N30°22'12°E), a distance of 188.62 featto a point on the southerty line of Lot 41.04, Blook 180 (ands nf Hopping, Richard in Deed Book &405, Pg.911). Said point ceoates 0 2.77 foot ih ance ove between sold Lot 4.05, Block 160 and sud Lot 1.04, Block 180; . thanye (28)running along said southerly Fina of Lot 1.04, Block 160, South B4 08 minutes: 5 goconds East (52405475) a distance of 21.36 fest to a point on the easteriy line of saki Lot 1,04, Block 160; thence (29) running along sald easterly fine of Lot 1.04, Block 160, North DG degrees 63

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goconds East (52405475) a distance of 21.36 fest to a point on the easteriy line of saki Lot 1,04, Block 160; thence (29) running along sald easterly fine of Lot 1.04, Block 160, North DG degrees 63 minutes 416 soconds East (NOS°S3'157E), a distance of 18.00 feet to a paint on the southery Ene of Let {, Blok 460 (ands f*Hilton Head North’ in Deed Book 4782, Pg.652}; thence (80) uncing slung sald soufhetty ine of Lot 1, Block 460, South 64 dagrees 09 minutes 45 seconds East (S84°0045°A}, a distance of $40.35 feet toa Found Iron Bar, thence (81) making a tne through eaid Lot’, Block 180, foligwing an existing chal link fence, East ts ‘a distance of 160.41 fest to & Found bon Bar on the easterly fine of sald Lat 1, Block 160; {this cours is based on old mep records and physical evidence found in fleld at Une of survey, No Ceed recording ofa conveyance was found) thence (82) running along said easterly fne of Lol 1, Block 160, North 19 dagrees 23 minutes 35 seams Eas (NIP 200, a lane of 408-28 fet pinton he none ine ofa Lot 1, Block 460; ESSEX COUNTY SA eS InsL# 2018096861 - Page 9 of 13

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02/14/2019 8:25:18 AM . - a fhe of Northileld Ava, a cou rence (33) running along sak northeasterly line of Lot 1, Block 160, North 26 degrees 24 Tainutes 05 seconds West (N28°24'0S'W), a distance of 92.40 feat to a palnton the scutheasterty 4 {100" wide ROW.) . thence (34) running along said soulhsesterty sideline of Northfield Avenue, North 60 degreas 15 minutes 88 senonds East (Nd0°TS'S9"E), a distance of 287.14 feet to a point of curvature, Said - point being on a course of Bouth 29 degrees 44 minutes 05 seconds East (S29*44'0SE.)2. 00 fest from a Found Cone. Monument at County Highway Centerline Station PC183+03,57; thence (35) running along sald southeasterly fine of Northfield Avenue, ona ourva, curving to the ht having a radius of 1,382.80 feet, a central angle of 19 degrees 14 minules 50 seconds {10°94'60P), an are distance of 464.48 feet, and a chord bearing and distance of Norih 69 degrees: 63 minules 20 seconds East (N60°S3'20°E), 462.30 feet to @ point of tangency on the southerly sideline of sald Northfield Avena, Said point belng on a course of South 10 degrees 20 minutes 15 seconds East (S40*20'15°E) 80.00 feet from 2 Found Conc, Monument in the centertine line of Northfield Avenue at County Highway Station PT 167+84.88; hence (38) running along sald sidafine of Northfield Avamie, North 78 degrees 90 minutes 46 seconds Easl (NTDADASE), a distance of 681,62 feel fo a pointon the westerly side {ine of West Road (60' wide R.O.W.-Unimpraved}; th funn ‘sald sideline of West Road, South 03 degrees 37 minutes 23 seconds Wit saverarny «drone cf bt an wpe pone nanny eno thencat be fu 2 | adi, adtiess'is}, 5 toes ieee eh ep oesere ys, fine of Lot 3, Block 160 {Jands 1v1 Imperials, Diana in Deed Book 1201, Pg.3743); * " th in sald fine of Lot 3, Block 180, South 48 dagress 18 minutes 33 seconds or fg TN) doen Osea porte sty Lota, thence (40) running along sald ling of Lot 3, Block 180. and aleo the soutwwesterly lines of Loté, Block 160 (tanda wf Trank, Richard and Sivfli, Nancy in Deed Book 5387, Pg.256), Lot 5, Block 160 (lands nif Goetz, Willam in Dead Book 12434, Pg.5889) and Lot7, Block 160 (ands rf 180; thence (41) running along seid southbastarly line of Lol 7, Block 180, Noth 46 degrees 15 tninutes 33 seconds East (N46°46'39"E), a distance of6.00 fest to a pointon the Ene of sald Lot 7, Block 460, thence (42) running along said

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southbastarly line of Lol 7, Block 180, Noth 46 degrees 15 tninutes 33 seconds East (N46°46'39"E), a distance of6.00 fest to a pointon the Ene of sald Lot 7, Block 460, thence (42) running along said southwesterly line of Lot 7, Block 160 and also slong the souitwesterly lines of Lol 8, Block 180 (lands nff Assegidia, Fantu in Deed Book 12578, Pg.4580) and Lot, Block 160 (lands nf MeCauley, Patrick In Deed Book 4833, Pa.38), South 43 degrees 43 minutes 27 seconda East (643°43°27°E), a distance of 265.64 fest to 2 Found Iron Pipe on the nosthwesterly sideline of sald Rock Spring Road; thence (43) cunning song sold northwesterly sideline of Rock Spring Road, South 37 degrens 43 Minutes 33 saconds Wa: (S37°6S3s"W), a distance of 6.07 fort to a point st the tenrinus ot sald Rock Spring Road: ESSEX COUNTY see erttnmmuararan 8 Se °° InsL# 2078086861 - Page 10 of 13

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thence (44) running slong sald terminus of Rock Spring Read, South 43 deprees 43 minules 27 seconds Bast ($43°43'27°), a dialance of 60.58 fest toa point on the sald southeasterly sidetine of Rock Spring Road; “ann eve teeece (46) raining slong tie dit sidétind at ROKK Sprig Road, i projected, SoutirS7-degrees — ene ye thn 49 minules 88 seconds Weel (S87°43'23°), x dlstanca of 19.44 Feal lo the : POINT AND PLACE OF BEGINNING, *- tn te mewn rr weet Containing 6,181,818 square feet or 178.1877 acres, more of lesa. ‘ ‘This Description In accordance with 2 Boundary Survey prepared hy G. C, Stewart Associttes, Ine, 320 Ronnymede Rond, Essex Folls, New Jersey, dated June 30, 2024, 2/14/2019 8:26:18 AM ESSEX COUNTY Inst# 2018086861 - Page 11 of 13 EE —

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. tte cen, ABR Tuning along eaid- Kdelino of llores! Avenue, Setith 60 di grees OS minyfas 02° **~—*~ = secon Heol Boer 4 ltianca of 62:78 lot ina pot of curvatures ‘DARE et log ead sao itt Anon wou vung io ho Yt ving 3a Pat con eg 0840 day 00 ntnules 09 saconds Hi astonga. Seconda Wet (BBE°OS2-WY), {7,10 feat lo a polnt of| on Ine northesslany sidetne of anid ‘iaresAvone, Bott i balng ane ceo WOT 16 doer Eau (H1G°0302°E), a distance of 2.00 fas] fom Found Gona, Meonymant; thenoe (10) ramming along sald ronbeestety cifefine oF Hiterbst Avenua, North 79 degrees 8% reg aco end (N79*56'K0"W),< cetera of 25,00 feat (a 2 peint on the soulhonsletiy ' ine of Lol 26, Block 160.04 as ‘ohovm of 4 cetiain sep entided "Rook re ol Weel Orange’ 9 ibdivlakoy Uh a Fr ead anton ee ty w Rerun Company, Prepared by ‘reemen ‘Tha following (3) courses are along sali men Of "Rock Spring at Weat Orange Shane (11) ranning along tho rae gathetsay og ®f Lol 26, Block 140.01, North 18 degrees 03 minutes 02 seconds East (N16*OS02: 100,00 Teo! fo a pala! in ye varies tend bat oe weak cee oaponigge of Lot 2 Ne : . sn eG Lot 26, Biock 169.03, lorth 78 degrees 68 . . oid nt 73° vs é aoSo bol erpptingn . 2, Beeline CO oy ati ios of Lote 24, 10, 16,73 12 and 3, Bok }, Noth 32 daprega * O2esoand: 2*ESUZ'E), u dislariog of 1,058.24 feed lo @ palnton Ihe sovdlverly lita of Lot . BDH Beek OST Hone Mi fom alWan ea Book 4182, Pp,321 thenoe (14) rmntng aton: paid southerly ds of Lot 30.01, Slack 190.91 tnd ako afong the . Sauter line? oft 30,08, Block 160.01 3! Cettar, Shea in Dead Book 12108, 4688) ord ext Lot 30.04, Blook South 75 04 mitutes &6 seconds apt S800 T&A of 208.48 Feat oon aoe Ope of lee nk thence (16) [eeiog alana oxi pnt fale 38.04, Blook 190.04, North 71 depres BB talrautas 82 keoon, Gaalin74*6p32" ‘8 Gatanee OF 128.10 Fest laa qoraaeln jaime, thence {18) running ‘alg eakd ine oFL0$ 20,04, Block 480.94, North #4. degress 55 mhhwies 02 weconda 4Ba02 Ew Sabre eae . POINT AND, LAGE OF Benes a Containing 996, 615: ‘aquars Inet oF 20,7870 fares, more of lege, ‘ * ‘Thta Depeription tn ncvordawce wlth & Wonuilary Survey = Frapured by @, C, Sturrant Aspalates, Ine. 320 Rannyursite Rond, : H soon Polls, New lorsey, duled Juay30, 2044, , . “a 4 Inst? 2018098881 - Page 13 of 13 02/14/2019 8:25:18 AM ESSEX COUNTY —— — —— a ERT

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GREEN ACRES LOCAL GOVERNMENT UNIT AND NONPROFIT GUIDE Deeds The local government unit or nonprofit should review the following checklist items prior to preparing the property deed and verify that all requirements have been met prior to submitting a deed to Green Acres as part of a reimbursement request: ___ 1) All parties identified as Grantor in the deed requirement listed in Schedule B, Section 1 of the title commitment report have signed the deed. ___ 2) The metes and bounds property description in the deed matches the metes and bounds description prepared for the survey package. This description of property in the deed must be the original signed and sealed metes and bounds description prepared by the surveyor and must contain a reference call for the plan of survey prepared. This description should not be retyped, but rather attached as a schedule to the deed document. ___ 3) The 8 ½” x 11” reduced plan prepared as part of the survey package (and referenced in the surveyor’s description) is attached to the deed or declaration of taking as part of the metes and bounds description. ___ 4) The amount of consideration named in the deed matches the amount of the cancelled check submitted and the amount of the reimbursement request. ___ 5) The tax block and lot numbers on the deed match those in the title commitment report/title insurance policy and the survey. If the municipality has changed its tax mapping and assigned new block and lot numbers, then both the old and new tax block and lot identifications must be clearly identified in the deed as “former” and “current” respectively. ___ 6) Both the total area contained in the survey and the net area of Green Acres encumbrance are stated in the deed and they match the areas identified in the survey. ___ 7) The deed contains the following clause: “The lands being conveyed herein are being purchased with Green Acres funding and are subject to Green Acres restrictions as provided at N.J.S.A. 13:8C-1 et seq. and N.J.A.C. 7:36, as may be amended and supplemented, and the grantee herein agrees to accept these lands with the Green Acres restrictions, including restrictions against disposal or diversion to a use for other than recreation and conservation purposes.” 9/2017

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