Packet · May 20, 2025
Township Council Meeting — Packet
9958560b9b2ec218de739b31b21fb971e9f4bb4fffb093a02e6159f799573ceeIndexed text
2. Civil Engineering Services: A. Develop three (3) color renderings; B. Stormwater management and site drainage improvements for a minor development (400 SF or greater of new impervious) as necessary; C. Design for new community garden including considerations for water at various locations; D. Design considerations for the feasibility of a walkway between the garden and exercise equipment that is ADA compliant; E. Prepare construction details for the community garden and exercise area; F. Plan Set to include but not limited to Cover Sheet, Existing Conditions/Survey Control Plan, Demolition Plan, Construction Plan, Grading and Utility Plan, Soil Erosion and Sediment Control Plan and Details, and Construction Details; G. Township intends to improve the community garden by utilizing NJDEP Permit by Rule(s) to expedite the design and permitting process. Permitting coordination with State, Local and Municipal agencies as required for all proposed site improvements; H. Include four (4) meetings with the Township Officials for Kickoff, Preliminary Design, Public Presentation and Final Design; I. Bid Package that includes bid set of plans and construction specifications in accordance with public bidding laws; J. Bidding documents (plans and specifications) are to be part of the deliverables to the Township via AutoCAD, hard copy, and PDF files. 3. Construction Administration Services: Provide separate lump sum cost for construction administration services based on full-time inspection. Tax map with Park site delineated, Boundary and Topographic Survey and Exhibit showing project area and proposed improvements is enclosed. The cost of services shall be for a complete design and bid package including cost estimates, plans, specifications and bid documents (twenty copies) for bidding purposes including detour plans. All plan specifications and bid documents shall be in conformance with the latest New Jersey Department of Transportation specifications. Proposals shall be on a lump sum basis. Hourly rates shall be submitted with all proposals for any additional work. It is the intent of this office to advertise for bids by Spring 2026 with construction in Summer and Fall 2026. Proposals shall be submitted in writing via email on or before 10:00 A.M. Monday, May 12, 2025 and shall include a specified completion date or number of days required for completion of the work
2026. Proposals shall be submitted in writing via email on or before 10:00 A.M. Monday, May 12, 2025 and shall include a specified completion date or number of days required for completion of the work after approval is granted to proceed. Also, evidence of proper insurance shall be submitted for approval by the Township Attorney. AN EQUAL OPPORTUNITY EMPLOYER www.westorange.org
A separate proposal for construction inspection and certificates of completion should also be included if available from your firm. Very Truly yours, Zayibeth Carballo Zayibeth Carballo Director/Municipal Engineer ZYC/bs AN EQUAL OPPORTUNITY EMPLOYER www.westorange.org
NJ-GeoWeb - Degnan Park Community Garden Ba uer Car C atere rt e t S r e t tre S t et Ca r t er et St L ak e V i n ce n t 4/21/2025, 2:49:11 PM Override 1 County Boundaries Road Centerlines of NJ 0 0 0.01 0.01 0.01 Dri v 1:1,128 0.02 e Ba ue rD r 0.02 mi 0.04 km Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community New Jersey Department of Environmental Protection Esri Community Maps Contributors, New Jersey Office of GIS, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS | NJDEP | NJDEP Edition 20241101 | NJ
86 CURTIS AVE EY WAY L L A V T N SA CECIL LANE PL 80' 64.29' 1 2 4 241.68' 64' 3 6 50' 5 50' 7 8 50' 9 11 B. 3.60 L. ' 2 741'(S) ' 50 .74 79.25' SHEET 82 100' 93 87.79' 81 95' IMIT 359.56' BLOCK L T ST 26.58' 9 166.76' RD EE T 83 DOLPH 85.22' SH FITZRA N 50' 110' 91' 7 ' 110' 57.69 .9 6' 136.67' 73 8 43 15 0.5 5' 23 .5 ' 103.14 9 139.75' BLOCK 4' LIMIT SHEET 84 BLOCK LIMIT 110' 50' THIS MAP WAS FORMALLY CERTIFIED BY THE DIVISION OF TAXATION ON NOVEMBER 14, 2014 SIGNED BY SUE DAVISON, CTA AND ASSIGNED SERIAL NUMBER 1049 91' 6 ' 75 95.62' 50' 100' 74 91.80' 106.88' 83 98.68' CRYSTAL AVE 105.23' BLOCK LIMIT 5 50' 50' 88.36' 103.14' 76.02' 84 25 .2 87.40' 8' 1 84 80' 11 4 105' 110' .82 21 107.33' 10 73.02' 105' ' 55 . 25 2 105' ' 80' 88 88.80' 154.27 79 91' 2 92 92.80' 3 77 91' 6 50' 104.90' 8 78.78' 80 149 86.66' 89 1 5 10 CARTERE 6 83.96' 7 86.79' 104.73' 109.74' 100' 100' 100' 92.84' 74.48' 82 150.60' 94.26' 13.62' 110.60' 95' 126.66' 125 31.66' 148 7' 4 100' " 154.28 17 .9 24 120' 115' 50' 2 130.26' 20.21' 75' 3 115' 97 0' 5.5 126 56.34' 75' 110' 20 97.68' 100' 100' 4 85' 24 100' 100' 2 85' 60' 141.67' 127 75' 75' 110' 115.58' 75' 7 9 28 ' .56 23 . 29 75' 50' 8 110.68' 21 120' 2 125' 126.66' 125' 132.74' 126.66' 8 1 91' 25 104 75' 147 110' 75.53' 75' 10 75' 154.26 75' 128 91' 29 CONFORTI AVE 75' 9 75' 7 110' 25' 126.66' 146 50' BAUER DR 75' 100' 86.91' 97.63' 122.63' 10' 125' 129 12 IMIT 5 110' 110' 110' 110' 110' 110' 110' 55' 75.53' 100' 33 125' 75' 65.46' 75' 126.66' 125' 125' 14 .04 ' 25.06' 75' 106 75' 11 75' 6 108 125' 75' 5 145 14 75' 154.18 55' 7' 39 .2 100' 75' 36 61.68' 126.66' 75' 65' 105 75' 75' BLOCK L SHEET 8 ALISA DR 50' 64' 75' 50' 50' 50' 50' 30' 28 HOOPER AVE 31 110' 37 52.93' .17 ' 106 126.66' 71.92' 75' 75' 15 16 60.11' 107 154.17 75' 144 130 110 ' .04 75' 75' 17 18 4 131 111 110 75' 75' 19 20 3 143 112 75' 80' 154.29 20 90.64' 109 '( 23 125' 125' 141.90' 75' 21 124.98' 87.38' 125' 75' 2 30 60' 29 109.87' 83.17' 88.90' 142 112 75' 37 S) 109 80' 90' 125' 1 135' 109.89' DR 6 8 80' 24 62.48' 100' 75' 125' 50' AN
125' 141.90' 75' 21 124.98' 87.38' 125' 75' 2 30 60' 29 109.87' 83.17' 88.90' 142 112 75' 37 S) 109 80' 90' 125' 1 135' 109.89' DR 6 8 80' 24 62.48' 100' 75' 125' 50' AN DR 22 85' 23 125' 88.02' ' .22 109.69' 125' 11 10 75.34' 80' 9 80' 75' 3 76.53' 80' 5 DOCKERY7 80' 76.40' 80' 76.40' 79.20' 82.85' 70.34' 11 6 76.40' 74.15' 75' 80' 4 75' L MARCY P 8 76.40' 10 61.72' 81.67' 9 90' 62.94' 2 80.28' 3 90' 5 125' 125' 125' 90' 85' 85' 94.19' 88.97' 125' 125' 98.60' 83.39' 85' 90' 4 85' 6 8 63.76' 7 125' 5.07' 125' RACE 2 71.54' 78.76' 1 5 80' 75' 80' 79.54' 76.27' 125' 125' FLYNN TE R 80' 3 75' 80' 4 75' 6 75' 50' 71.45' 88.60' 81.87' 61.54' 1 DR DEVORE 8 62.06' 201.82' 3 111.92' 90' 7 75' 70.54' 23 10 SUBURB 28 75' 156.88' 50' 120' 75' 107 35' 132 9 ' 75' 9 22' 23. 59.29' 8 136.82' 5 .1 8 30 75' 0' 141 106 114 7 22 75' .9 140 44 110' 2 168.02' ' .58 21 75' 32 162.46' 109.88' 100.09' 93' 135. IMIT 75' 7 109.69' 23 139 48 125' 113 91' ' BLOCK L 6 110.37' 6 133 75' 41 BLOCK LIMIT 91' .32 75' 154.14 5 23 34 75' 125' 4' 126.3 75' 43 50' ' 6 50' 100' 25 75' 5 125' ' .22 7 154.76' ' .90 23 69.93' 4 36 75' 4 138 134 75' 47 39 25' .27 ' 78 1. 5 ' 3 38 75' 125' 9' 147.06' ' 84 1. 8' .7 27 4 6 .5 75' 50' 8 110.37' 75' 231.57' 40 109.69' 125' 154.10 9' 145' 3 104.28' 50' 75' 23 87.13' 2 110.37' 5 0' 1 .2 23 42 75' 4 .9 44 75' 0' 23.9 74.66' 125' 23 46 125' 2' ' 48 50' .90 109.69' 25 110.37' 5 6 3 146.19' 79' 6' .8 .22 3 154.11 137.01 125' 66' 10' STORM ROW 2 52 105 LIMIT 754.08' 75' 54 39 125' 4 ' 6 125' 125' 138.43' 137 50' 135 44 125' 23 154.12 7 9 . 39 ' 27 75' S) 3 125' 2 125' 54' 135.01 136 7' BLOCK 75' '( 24 125' 2 125' 10 50' ' 125' 125' 125' 1 .9 25 .17 7 8 50' 5' 1 .2 66' 154.08' 129.08' 64 116.70' 21 2 1 ' .19 25 109' 112.28' ' 94 125' 109.02' . 21 8 125' 50' 25 4' 1 ' .19 112.28' .9 20' 219. 50' 109.02' 21 4' 87'(S) 1.01 112.28' .9 9' 154.13 50' 26 73.72' 84.5 1 2' .8 21 102.58' 61 84 .88 .86 ' ' 10 50' 12 50' 14 100' 261.98' 50' 125' CARTERET66
28' .9 20' 219. 50' 109.02' 21 4' 87'(S) 1.01 112.28' .9 9' 154.13 50' 26 73.72' 84.5 1 2' .8 21 102.58' 61 84 .88 .86 ' ' 10 50' 12 50' 14 100' 261.98' 50' 125' CARTERET66 ST 236 60' 111.11' 135' 71 80.37' 73 80.37' 75 80.37' 75' 94.31' 127.59' 75' 125' 75' 77 75' 79 154.20 4 50' 6 50' 8 50' HOOPER AVE 50' 15 50' 17 100' 110' 39 98.43' 65 85.11' 67 75.10' 69 40.10' 34.95' 77.29' 50' 75' 81 9' 1' .8 13 97 5 1 75' 83 80' 75' 85 2 80' 87 80' 80' 89 TWP OF W EST ORANG E 4 TAX EXEMPT 80' 91 6.0 Ac± 50' 23 15 39 .2 '(S 15 108'(S) 93 154.19 .2 34 100' 50' 21 13 14 36.58' 237 111.34' 238 13.45' 239 LAKE VINCENT 50' 19 12 100' 10' 99.53' 116.89' 240 119.43' 241 123.23' 242 125' 243 125' 244 125' 125' 245 125' 246 16 100' ) 247 125' 125' 248 125' 127.01' 129.01' 131.02' 118'(S) 249 100' ' 250 50' 6 11 .22 251 50' 62.94' 50' 2A 50' 2 75' 50' 1 50' 5 50' 7 50' 9 50' 11 9.03' 120.71' 30' 85' 10 126.66' 75' 88 SHEET 88 11 50' 559.85' 75' 75' 9 327.88' 50' 15 149.98' 7' 75' 14 100' 86.35' BLOCK LIMIT 50.58' 25 I-280 75' 100' 186.35' 39 75' 13 31.29' 8 135.16' 100' R 75' 7 59.79' 100' IVE 345.28' 75' 75' 10 50' 32' 4 100' 100' F HO 80.03' 9 100' 3' R AY HW 80.02' 6 100' 50' 13 52 .6 C AN BR 80.03' 100' 50' ' 8.65 100' 100' 100' 50' 3 50' 50' 50' 4' 8 199.31' 75.07' 75.07' 75.07' RA 103'(S) 50' 14 2. 7 H NC 255.1 0' 41 42 151.50' 43 7 100' 23 1' 75.9 3 100' 6 50' 75' 44 5 50' 21 75' 25 50' 108.58' 9.71 Ac± 303'(S) 4 50' 251. 160.92' 157.56' 45 2 5 100' 50' VER 3 100' A BR ST WE 10' 194. 19 154.85' 46 18.90' 47 158.20' 3 161.55' 7' 5 Y RI 34 113.94' 154.20' 6' 4.8 155.53' 22 6. 23 ' 27 0. 90 ' 48 43.60' HWA 86.59' 14 79.06' 8' .9 19 78' 0. 54.2 178' 298.94' NCH RA 74.90' 12 75' 20.91' 9 45' 56. 11 LAKEVIEW DR 50' 50' 100' 1 100' WESSMAN DR 15 17 154.21 BRA 37 74.91' 10 25. 31' 75' WES T BRANCH OF 36 68.34' ' .09 130 50' 341.57' 50' 31 2.20 Ac± ' 19.38 7 65' 49 35 37 .92 ' 122' 35.44' SHEET
0' 1 100' WESSMAN DR 15 17 154.21 BRA 37 74.91' 10 25. 31' 75' WES T BRANCH OF 36 68.34' ' .09 130 50' 341.57' 50' 31 2.20 Ac± ' 19.38 7 65' 49 35 37 .92 ' 122' 35.44' SHEET 87 86.02' 6 1 7. ' 100' 5 82' 82' 16 2 7.16 100' 100' 98.72' 50 126.04' 121.01' 150' 150' 50' 50' 75' 50' 50' 75' 1 50' 682 92.89' 100' 140' 122' 9' 151.79' 308' 33 95' 4 262.79' 95.12' 3 82' 51 82' ' 6 6.5 15 150' 104.48' 122' 123.52' 692 50.25' 690 50.25' 32.03 32.02 32.01 150' 0' 32 84.91' 2 1 72.09' 63'(S) 50' 52 95.12' .8 15 50' 760 718 50.06' 722 50' 726 50' 100.15' PORTER RD 50' 50' 131.08' PLEA 121'(S) 762 ' 90.68 50' 50' 40' 40' 50' 50' DAWSON AVE HOOVER AVE 238.25' 50' SHEET 118 MELLON AVE 56.16' LINCOLN AVE 80' DA W E S AVE BELLE TERRE RD SUNNYSIDE RD SHEET 121 TAX MAP TOWNSHIP OF WEST ORANGE ESSEX COUNTY SCALE: 1" = 100' NEW JERSEY DATE: JUNE 2011 CHARLES A. ATKINSON LICENSED LAND SURVEYOR NEW JERSEY LICENSE NO. 33994 850 SO. WHITE HORSE PIKE HAMMONTON, NEW JERSEY 08037 COA# 24GA27973300 TO SHOW CONDITIONS AS OF DECEMBER 2022 86
SANITARY MANHOLE WATER MANHOLE ELECTRIC MANHOLE TELEPHONE MANHOLE DRAINAGE MANHOLE FIRE HYDRANT INU (1) 2509.94 INV (2) SP= 397.04 | NORTH GRAPHIC SCALE ef, ? ee = wo = PLAN LEGEND: MONITORING WELL 50 0 25 80 100 SUNNYSIDE AND HELD ee a \ Ww RD ROOF DRAIN EDGE OF PAVEMENT ROAD i x ei PORTER \ SS DEPRESSED CURB SIGN . PH UTILITY POLE SURVEY POINT aap DC -o- 5S 9 w WATER VALVE y GAS VALVE w & x N x / le ot, A 4 UNKNOWN VALVE GAS BOX E gi? 0288 8e>} Fe NuSPCS | ‘ele I08.49 LIGHT POLE GAS MANHOLE ! ! LoT3 WY.(1)=390.99 / LoT 2 1 ( WV (2)=395.29 TREE D.O.T. MANHOLE | Me Se ee Saye 5 Q sinus INLET al oo Se £5 30 = — - == = are. ‘ ° : a. | q ee = = a == S 84°33’ E SURVEY CALL S 8433’ £ DEED CALL ' tort | Lor 2 i: — a Re es : ' 2 Re Lori t SAN. MANHOLE} nf * —_—— Pee ge Se se =~ ‘CONC. MONUMENT FOUND EED REFERENCES: =o Sey DEED REFERENCES: eet ies ; oe =< SS Re soc | an ee S ~ : a aeeTae 1. DEED BOOK 5978 PAGE 223 BETWEEN MERRILL LYNCH: TRUST 1 | proenoe use 1 = : > MP RS PE COMPANY AND STANLEY SAAL & LEE SAAL HIS WIFE MADE ON MARCH 4, \ Mss ae 2003. 1 | (as fee it 2. DEED BOOK 6106 PAGE 224 BETWEEN JEROME KANTOR & SHIRLEY aes ' Ee FOX KANTOR, HIS WIFE AND SHIRLEY FOX KANTOR, MADE ON AUGUST 3, i ; IES 2004, ; Lor 3 3. DEED BOOK 5963 PAGE 316 BETWEEN FARSHAD BALAZEDEH AND --——--——---l_--—_-- SURVEYOR’S CERTIFICATION: FARANAK BALAZEDEH & FARSHAD BALAZEDEH MADE ON DECEMBER 19, { ! 2002. is _ =e TO: TOWNSHIP OF WEST ORANGE, | CERTIFY THAT | AM A PROFESSIONAL LAND | : ‘ Lo 6 ocKyisang) LOT 4 SURVEYOR, LICENSED TO PRACTICE IN THE STATE OF NEW JERSEY, AND THAT LOCK 1154.20) » 4. DEED BOOK 5893 PAGE 626 BETWEEN ROBERT SPEDDING & DONNA K. a , i THIS MAP OR PLAN IS A RESULT OF A FIELD SURVEY MADE ON 03-23-2011, SPEDDING, H/W AND LEWIS ABRAMS & JAMIE PODHURST, H/W MADE ON ! UNDER MY DIRECT SUPERVISION IN ACCORDANCE WITH THE RULES AND | JUNE 5, 2002. ' j as ot has =, REGULATIONS PROMULGATED BY THE STATE BOARD OF ENGINEERS AND LAND ' SURVEYORS. | DECLARE THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, 5. DEED BOOK 5703 PAGE 114 BETWEEN BRUCE JOHNSON & KERRY oe =e ad | 1 ake | THE INFORMATION SHOWN HEREON CORRECTLY REPRESENTS THE CONDITIONS ANNE JOHNSON AND ELLEN R, THOMAS MADE ON JUNE 16, 2000. . fishies Lot 7 LOT 15 GRArE=390. J FOUND AT, AND AS OF THE DATE OF THE FIELD SURVEY, EXCEPT SUCH H Pas.) nae’ IMPROVEMENTS OR EASEMENTS, IF ANY, BELOW THE SURFACE AND NOT
HOMAS MADE ON JUNE 16, 2000. . fishies Lot 7 LOT 15 GRArE=390. J FOUND AT, AND AS OF THE DATE OF THE FIELD SURVEY, EXCEPT SUCH H Pas.) nae’ IMPROVEMENTS OR EASEMENTS, IF ANY, BELOW THE SURFACE AND NOT VISIBLE. 6. DEED 800K 5430 PAGE 281 BETWEEN SIDNEY FEINSTEIN é& SHIRLEY fore pera Fe : sa, manors J br ALSO, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH CONTRACTUAL FEINSTEIN, HIS WIFE AND S. MOSHE ROTH é& PHYLLIS ROTH, HIS WIFE By JL 2 RE SANITARY ROW, _,__ ____. __ ens 3. AGREEMENT DATED 10-27-10 REVISED 1-24-11 THE PROPERTY LINES SHOWN nla tase Bi en eee RECORD DOCUMENTS REFERENCED HERE, NN yi | 7. DEED BOOK 5369 PAGE 247 BETWEEN ANITA LEE GEROLDI, EXECUTRIX . ‘ wi Eee PRRs: M7 A | AND DORIS J. PETROSKI MADE MADE IN 1995. | LoT 8 H ae ied re a | SURV OTES: 4 N _ INV.(2)= 375.48 Bl °8. DEED BOOK 5297 PAGE 922 BETWEEN ROBERT GUSTAVSON AND , ETS 4 £Eee Vi Pes bo im(pas7eos ' 1. THIS SURVEY IS PREPARED SPECIFICALLY FOR THE INDIVIDUAL(S) IN THE “I DORIS RIKER BALLANTINE MADE ON FEBRUARY 1, 1994. ina \ i 2k. oe fe TITLE AND/OR THE CERTIFICATION. THE UNDERSIGNED WILL NOT BE ; heen ae = ze i =F aa aoe” / J —v tq , RESPONSIBLE OR ASSUME ANY LIABILITY FOR THE USE OF THIS SURVEY FOR 9. DEED BOOK 5201 PAGE 156 BETWEEN RHP ASSOC. AND DAVID A. pss RS ? Sa ee 4 é Wg ' ANY OTHER PURPOSE INCLUDING, BUT NOT LIMITED TO SURVEY AFFIDAVIT, SCHER & SUSAN R, SCHER MADE ON JANUARY 28, 1992. H | J oh (nm mannou \ RESALE OF THE PROPERTY OR ASSIGNMENT OF THE SURVEY TO ANY PERSON wy t LoTS ARASS N 2442'10\W RIM = 579.69 NOT SO NAMED. ‘ ~ Fr XS ona yh? INV. 374.99 Ly 10, DEED BOOK 5092 PAGE 829 BETWEEN ROBERT W. HENRY & LILLIAN are Qe L &h4 SN 32°07 115 W } iM. HENRY, HIS WIFE AND CRAIG A. HEINS é EMILY HEINS, HIS WIFE MADE i - =:| ! (“> ai 20364" | sn H 2, SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD AND RIGHTS OR | ON AUGUST 18, 1989. 1 Wz i = oe wa ay ? CLAIMS OF PARTIES IN POSSESSION OF THE LAND AND/OR EASEMENTS OR ae / a RP. yl - i CLAIMS OF EASEMENTS NOT SHOWN BY THE PUBLIC RECORD. | 11, DEED BOOK 4983 PAGE 116 BETWEEN EDWARD H. SHINN IV & BONNIE || i / / rere | J. SHINN, HIS WIFE AND HOWARD MANGER & CATHERINE MANGER, HIS i ae f rae 8 ——-=— 3. UNDERGROUND UTILITIES IF DEPICTED ARE BASED ON VISIBLE EVIDENCE. THE WIFE MADE ON JULY 1, 1987. ; 1 tle mucaas74.50 : LACK OF UTILITY INFORMATION DOES NOT DENY THE EXISTENCE OF SAME. : Lot 8 IS) 3 ats Fi REFERENCE TO THE APPROPRIATE
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