NJDEP Applicability Determination Survey 07212010 4909 9265 3197 v2

4 a ‘| 8 ie LEGEND is ik EXISTINGL ly] SURVEY NOTESfa “p 524.45 Spot Elevation . .rm KR 1. re being Lots 1.01, 1.02 & 1.03, Block 159.04, Township of a a. Contour est Orange Tax MapsGt 3 STEEP SLOPE INVENTORY Xx @ Menno! 2. Lot 1.01 = 24,692 sq.ft. or 0.566 acres annole Lot 1.02 = 43,549 sq.ft. or 1.000 acresSTEEP SLOPE CATEGORY AREA ALLOWABLE DISTURBANCE Lot 1.03 = 42,247—= @) | ca inlet Gross Lot Area = 110,488 sq.ft. or 2.536 acressal Lots to be Consolidated. ; 10% to 14.99% 3948 sf 2369 sf (60%) MA a g Light Pole Net Lot Area = 84,195 sq.ft. S'S O Li / Concrete Curb 3. Elevations are based upon an assumed datum add 81.86 feet to 15% to 19.99% 3387 sf 1355 sf (40%) Ny Dp | obtain NAVD 1988 datum. * 2 (So: W, L A CO / TI Wallis 4. A written Wavier and Direction Not to Set Corner Markers has i] E been obtained from the ultimate user pursuant to P.L. 2003, c. 20% to 24.99% 2409 sf 482 sf (20%) E Ro ye 14 (Nw.S.A. 45:8-36.3) and NuA.C, 13:40—5.1(d).“W.) Fence 5. All utility information shown hereon is approximate based upon> 25% 20755 sf 0% Edge of Pavement surface structures clearly visible on the date of field survey. . Location of underground utilities/structures may vary from the ae Sign location shown hereon. Additional buried utilities/structures may exist. Ail subsurface utility locations should be field verified and sos Hydrant marked by the appropriate utility authority prior to excavation/construction. Any deviation in the location of utilities = > UGE ——— Underground Electric should be reported to the Surveyor and Engineer prior to N 1858 E ‘onnection construction. SAN Sanitary Sewer ; Connection 6. Environmental and subsurface conditions were not examined as a part of this project. ——— GAS Gas Connection 7. This drawing shall also serve as the “Existing Tree Plan” as \ <= WW Water Connection required by Township Odrinance. \ | N 86°26'41” W . ; .\ 13.64" stlee Trees 8. Property is NOT subject to any DEED restrictions or covenants. \ ‘ : a 343 344, aa ; 342 ‘ \ o a 4 ‘ \ 540 ‘ yo THIS SURVEY IS HEREBY CERTIFIED TO:33Q x \ ‘ <<. an % \ “nA? MBP, Inc.338 N 45 Of We 437 a >“ Sie Crown Bank, its successors and/or assigns as their interest may appear , - ROR ROE —CommomweaithLand Title Agency oeAG p Ye oe UN La CAA i SREP OCR? SommormesihLand Te ny ae34 CORIO ROCKY Robert C. Williams, Esq.Kode? _ — ae oe ~ a ce wig , 29 2 Fence 3:34SoS v“ ae a 2 ode per

R ROE —CommomweaithLand Title Agency oeAG p Ye oe UN La CAA i SREP OCR? SommormesihLand Te ny ae34 CORIO ROCKY Robert C. Williams, Esq.Kode? _ — ae oe ~ a ce wig , 29 2 Fence 3:34SoS v“ ae a 2 ode per oe 326 | apg 0.21" ove CXS £ > OSS ¢ “ ’ ’ ’ ¢ ca ’ 2 North. ‘ ca od ae “a 2 ae:a oe ABE PSR SER0 : m eq OREO LK HSCZ RRRSaco ae BRRBO DOCS OOO OMj PIA RR KOC EV EE MOONS SS 8 :) / Q aE: aid é $368,654 3wi 4S . ~. 310.29 Gt —~ Sach ~ =) 299.49 IE 72” 3 2 inlet \ ,al | | Sa] isf-see----------2 315.15 Grt \ ‘o= 304.70 IE, 72” \a \ wel a S29 ne ee oe 5 5 TU ee ey < . oh \ l 3 \, 3O08.83te * “Sug L \ 308,38he ~ t A i \ a ‘ ; ; lu En ne et — . TITLE & TOPOGRAPHIC=. 06. M \ f é nl 304.14 IE 6” \ é 7» - : ! . | SURVEY~ a Oo i \ 1 H { ‘ ? Z Inlet \ vo a a a & \ \ H 1 ' f / . 7 oe anf ' Lil 23788 Be Ky _ - | \ \ / | 20) Parking — |Spaces 525 NORTHFIELD AVENUE289.96 IE 72”) r é . > # Spaced | \ \ ! ! , TAX LOTS 1.01, 1.02 &© s. \ i ! iEos . cont: \ ! ! ; 1.03, BLOCK 159.04“y i > 8 Parking|*. Spaces inlet \ 366 4 ‘AS \ i i : ; i pon TAX SHEET 40.02: x. 303.23) Grt. 4 wee / \ MS) \ H H f i i i a s SY 3o0.08 IE \ ; ® i ¢ > \ i i I H \ } 1 on f . : 5° clas = hoa ‘ | ! ; ao TOWNSHIP OF WEST ORANGE= c i i o E Zz = ye pelt gs f vo ESSEX COUNTY, Nd 3 =e a a g & nN } | } ; QC <{ ~~ a : O 2} Sl es | | |* = ) co . | 4 \ ' ' H H3 XY iN 8 y 2 \ H | H / S woo | is SK ;Q awe o \ i i 1 ~ Li = = nA a e \ i ! i | : 9 Park < - % 9 ‘ ! ! } I ii 4 ° i } | ! i L | 3 “a = wt g ' i Aa Y) h ;Q : 14be i A 18 P ia A ' . t 72te! ! ! i: ar ia A. ql 6 i 1 pk } I i i ( bo =“ ; > BS iis, x 2 \ - 1 ' ’ ZAP ‘3 os ~ ; Peiy Bl Sh a ! H i ‘ i ' ; YY j 1ZB5bw | BROOK’ ~~~ -,377.64 cL’ bie& oe 3]! \ ! ' ' ; ’ ‘ ‘ NSOS3z-70f Stone ~,314.87; CL 7317.00CL ’ ‘ JEbs) W 213.19" E i . i A t ' ' t f : y/ one Bt4.8 Vl AST. BU TF Ck ’ Le rae oi q n i og 6 i ‘ ' } { 1 i / i Hegdwall-y oy / ¢ 77 Cat gh& = 3 . nist Bea) cA n 4 4 i ' 319.47 IE 72, Pipe | a ae atta © FI 2hhe ae i ‘ \ : t ' ' [ 1 ae —— afe) 9 fied a oon te) t \ \ i \ t | i 314,88 ek ger rs d © 1s a8 ~ ' ‘ ‘ ie H oo ne op, | a tosea =H ' ne ‘ at bas ® 6B ef eh é fin NS.680u, 2° [<7 -o 538.x inlet I ‘ pi * % ° \ 6 " Mappa f > Fete egs 300.01tc © to i et er " ‘ H \ t a Ili’ Gone Fe Ce cae la Cue 3~ 299.34 Grt = ‘Inlet ; \ H [SS Pareto terol ape3 97:08 IE 15" 1307.51 Grt_ 307.93 i / IS8Q4YN PIIIerie torte te"E . i 305.63 IE 10” \ i 1 ' ! Ow peep one Nee2 8 114]

\ t a Ili’ Gone Fe Ce cae la Cue 3~ 299.34 Grt = ‘Inlet ; \ H [SS Pareto terol ape3 97:08 IE 15" 1307.51 Grt_ 307.93 i / IS8Q4YN PIIIerie torte te"E . i 305.63 IE 10” \ i 1 ' ! Ow peep one Nee2 8 114] ; ‘ i 1 ' ' CY tt ax 8 i e a ‘ ' } ' 4 / a“ 5 See : tet “| saa B mee INCORPORATED€ 299.23te & ith Su Pier Z ; & B \ i | ' ' en . rf ° Woodedoff 398.87 grt oe | &60" , fo } oe 4 i t i ‘, NJ State Board of Professional Engineers & LandcS) 64 im St eT Roof Over 309.47 ’ cae Util_Pole ! 24 ' Parking Spaced | 391,98 6 i] Area Surveyors Certificate of Authorization # 24GA27985400wo en eee m9 w/Guidewire | lag i : \ ‘s x y ce “ Y ‘ \ i 4 O ole ! H i fs a a : ’ 1 4 t ; ; ta 2 ji _ 08.41te 436.84" i {| Light (tp) bs ss tight Gye) Light _(yp.) rsa fat | LICENSED PROFESSIONALD | 4-48" Storm Sewer oe a ° = faa “~~ SSL| Bre I el 08.22b \ BS ~ ~ fata ! EAs, mas: rato e—— 3—_s- — —_— — : ™ Lah (op) CIVIL ENGINEERS~ SS ote ight ~ _ — i — = —-8__Sanitary Sewer = oe ee HO QHW =F OWW meen, P an ey ee asec beeseee PE EE Se SeSS LAND SURVEYORS" . & San. Sewer ight agg NID Pee § 8657 —_———= ———e FSO ey = i.= 2 vag ‘ 7 OHW ORW MH 315.20be Mo OHW oy i 12a Gas_Main_ (Approx. loc, G F i Sign 3 Concrete 3 4 81 Rim, . Inlet 3 ont On — Oona . As Overhead. W P LAN N E R S5 p . . “ a7 . Over’ ia om un a ae : ; 18” Storm Sewer ( 309.52 iE 18” ee ae —-—-< OW HW Ww OHW Elsi BF ee- YOS.64te = oG-S5te Babe298.88 Rim 303.21 Sign c= 317.086 .g 296.28 IE lan Inlet 21Pe 306.38be 258 Main Street, PO Box 191i tte 1 3 mw 300.86 Gr Millburn, New Jersey 07041s) . : 5.Fl 299.14 Rim Point of 973-379-3280 Fax:973-379-7993: BEGINNING NORTHFIELD AVENUE3 399.62 Ri©) * fies) . 2 292.72 IE 8" MICHAEL T. LANZAFAMA ; (100° WIDE R.O.W.)S) s)eee 2 301,29 a 303 7B — ——< 307.16 210,76 — oo ox — —< — 516.65 —_ — — —_ om ae 1522.45 — — )4 ‘ a) CP AYLEN DATE 01-10-08 S REVISIONS iNew Versey Professional ngineyr/Layid Surveyor No.300848 |New Jersey Professional Rianne 03503al eal 4 —— — me oe — om — oe ne _ MTL CFA % Curb _ ~ —— — cm ——2 REFERENCE CHK. BY DRAWN BY2 2 ait 'a Scale: 1"= 20 , 5 | Steep Slope Info. Updated 7-21-10 |] 6 | Revised as per Resolution 7-01-11 DESC. CAD DWG.NO.g 0 10 20 40 60 80 MAP NO. FIELD BOOK4 [ ——I i; T ] ; 3 Revised per Twp. Engineer's Comments | 9~30—09 4 Revised per Twp. Comments 3-15~10 27 ————= 1060424 1” = 20°a Revised per Township Engineer's . .2 1 |Comments 4—1-08 2 Existing tree

4 [ ——I i; T ] ; 3 Revised per Twp. Engineer's Comments | 9~30—09 4 Revised per Twp. Comments 3-15~10 27 ————= 1060424 1” = 20°a Revised per Township Engineer's . .2 1 |Comments 4—1-08 2 Existing tree inventory 4~—28-08 JOB NO. SCALE OF 12 FLAT FILE .No.: 2906