Township Council Meeting — Packet

kA ve NJ-GeoWeb erl oo B: 42.03 L: 15 Ov B: 42.03 L: 16 B: 42.03 L: 108 B: 42.03 L: 17 B: 42.03 L: 110 B: 42.03 L: 18 B: 42.03 L: 100.02 B: 42.03 L: 19 LIMITS OF PANEL SIDEWALK B: 42.03 L: B: 42.03 L: 100 Lud din gto n Rd B: 42.03 L: 100.01 45.03 L: 10 B: 42.03 L: 96 B: 45.03 L: 9 Lu : 306 L: 4 dd i ng B: 42.03 L: 95 t on Rd B: 42.03 L: L ud B: 45.03 L: 5 din gto nR d B: 306 L: 7 Te r B: 306 L: 8 Fra n in kl B: 45 L: 10 11/7/2025, 2:55:59 PM 0 County Boundaries Parcels Data (Block and Lot) L ud 1:1,128 0 0.01 0.01 0.01 0.02 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, NYC OpenData, 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 d in g

REPLACEMERNT SIDEWALK PANNEL Type A-11 SECTIONS #5 @ 10" LONG 'wAY #5 @ 10" SHORT 'wAY BOTT. STEEL/EPOXY r L 4, --: :----------�---------- ! - -f--- ; I I I , I I I i ( I I -�--•----------i-------- __ ! 4X4-D4XD4 �IRE MESH TOP STEEL EPOXY ------+------�I I II I ---.!- --� ----------�----------� ----------- ----------f-----,-------+--------�-I I I i- I I I ---i- 7 : 1 t T 1 rl ---r---------,--------�-----;---,-�-----------l---------�-----------+---------t----------t--------+--------➔-i ' I I I---- I : I _____ I ; , I I ' I I ,------B2k'------I PLAN VIEW Il============= ----------6' I ..- l�-------s 2 k·--------1 1 NOTE 1. CONCRETE TD TEST 5000 P.S.I. @28 DAYS 2. REINF ORCEMENT MEETS A.S.T.M. A-615 f's 60,000, A-185 f's 65,000 EPOXY 3. DESIGNED F OR PEDESTRIAN TRAFFIC 4. APPROX. w'EIGHT TOP: 2100 LBS. 5. MAX. GVW: 7850 LBS Richard J Johnson, PE, CME D. R. Johnson and Associates, LLC NJPE Lic# 43123 8/29/2025 N ORTH E AS T C O NCRETE PRODUCTS TELEPHONE (973) 728-1667 Fax (973) 728-2662 937 BURNT MEADOW Rd. ©2004 NORTHEAST CONCRETE PRODUCTS HEWITT, NJ 07421 CONTRACTOR PROJECT DRWG NO. GRABOWSKICONST. INC. 25 LUDDINGTON ,SIDEWALK FLAT TOP 08/25/25

REPLACEMERNT SIDEWALK PANNEL Type B-1 SECTIONS #5 @ 10" LONG 'wAY #5 @ 10" SHORT I.JAY BOTT. STEEL/EPOXY 4X4-D4XD4 VIRE MESH TOP STEEL EPOXY r-1 ==__-.= _=__=_ =�=--.=-.=- ===_:_=__ =-:=:::=:- ==--=-=-==-== __. =11 _l6' !--------s2�·-------!t NOTE 1. CONCRE TE TO TE ST 5000 P.S.I. @28 DAYS 2. RE INFORCE ME NT ME E TS A.S.T.M. A-615 fs 60,000, A-185 fs 65,000 EPOXY 3. DESIGNE D FOR PEDESTRIAN TRAFFIC 4. APPROX. \./EIGHT TOP: 4100 LBS. 5. MAX. GVW: 7850 LBS. Richard J Johnson, PE, CME D. R. Johnson and Associates, LLC NJPE Lic# 43123 8/29/2025 N ORTHEA S T C O N CRETE PROD U CTS 937 BURNT MEADOW Rd. HEWITT, NJ 07421 TELEPHONE (973) 728-1667 Fox (973) 728-2662 ©2004 NORTHEAST CONCRETE PRODUCTS CONTRACTOR PROJECT DRWG NO. G RABOWSKI CONST. I NC. 25 LUDDINGTON ,SIDEWALK FLAT TOP 08/25/25

REPLACEMERNT SIDEWALK PANNEL Type C-1 SECTIONS **A TEMPLATE WILL BE NEEDED FOR THIS SECTION ** 4 --t:',____ 5' #5 @ 10" LONG \,/ A Y #5 @ 10" SHORT \,/ AY BOTT. STEEL/EPOXY 4X4-D4XD4 VIRE MESH TOP STEEL EPOXY ---- -------i----------i------ -------i-____! ____ i i _L: I : 1 I I I 1-- -----1 !---' i ! I 1 !__ l___ � ! t ---;------- - - ___.- !_-_�----------- --------- --! ! !__ -�------ : -!---L -+----------1------------�-----------+---------t ------------1 : -�-- -------� I I I I I I I ------ S I I I : : : ,-------82�·-------,! PlAN VIEV _j_ __=_ = __ =====__=___=_ =_..=___= ___==11 6' r=1 =-=- =_=___= __= l------s2�·-------1!' NOTE L CONCRETE TD TEST 5000 P.S.I. @28 DAYS 2. REINFORC EMENT MEETS A.S,T.M. A-615 fs 60,000, A-185 fs 65,000 EPOXY 3. DESIGNED FOR PEDESTRIAN TRAFFIC 4. APPROX. 'w'EIGHT TOP: 4100 LBS. 5. MAX. GVW: 7850 LBS Richard J Johnson, PE, CME D. R. Johnson and Associates, LLC NJPE Lic# 43123 8/29/2025 rNE '7_ JI N ORTHE AST coNcRET E PRODUC TS 937 BURNT MEADOW Rd. HEWITT, NJ 07421 TELEPHONE (973) 728-1667 Fax (973) 728-2662 ©2004 NORTHEAST CONCRETE PRODUCTS CONTRACTOR PROJECT DRWG NO. GRABOWSKI CONST. INC. 25 LUDDINGTON ,SIDEW ALK FLAT TOP 08/25/25

TOWNSHIP OF WEST ORANGE 25 LAKESIDE AVENUE, WEST ORANGE, N.J. 07052 DEPARTMENT OF ENGINEERING SUSAN McCARTNEY Mayor Tel/Fax: (973) 325-4160 Email: Engineering@westorange.org ZAYIBETH CARBALLO Director/Municipal Engineer REQUEST FOR INFORMATION NO. 1 TO: To All Prospective Consultants FROM: Zayibeth Carballo, Director of Engineering/Municipal Engineer PROJECT: Luddington Road – Sidewalk Panel Replacement DATE: November 20, 2025 Additional information regarding the existing culvert and sewer system was requested. Question: “Is there any culvert information that can be provided, even the Township storm sewer mapping of area will be helpful”. ➢ Response: The enclosed maps and drawings are being provided for your reference. Drawing 1. Alternate Outlet Tunnels Thru First Mountain Drawing 2. Record of Ramp Portal at Easterly Entrance of Luddington Rd. Tunnel Drawing 3. Details of Ramp Portal at East Entrance to Luddington Rd. Tunnel, 10/12/31 Drawing 4. Details of Ramp Portal at East Entrance to Luddington Rd. Tunnel, 10/31/31 Also, see link to the Township’s Stormwater Information page on our website: Link: https://www.westorange.org/1862/Stormwater-Information Please be advised that the deadline for submitting proposals has been changed from December 1st, 2025 to Friday, December 5th, 2025 on or before 10AM. ZYC/tb AN EQUAL OPPORTUNITY EMPLOYER www.westorange.org

———S AD — - to APPROXIMATE Loc. if ATION WHEATIA cael Porra ae — GRavity OUTLET SEWED. 5 Tt ORANGE HEIGHTS AVE. ¥ _}} 1) uh eB =] u k 4 nH oe Q = u E ) 8 ul s : a a | : a 3 OAD aaa a WALK Ee LS > | w HELEN AVE. | = | i) - a4 g 5 LAWRENCE AVE. | f LAWRENCE AVE | ay : rs) = i I hz = mincewAy | AVE 5 wl U 5 if a ul > = wu = & ra a a : : a) 4 | 4 z S a y| [SILVER SPRING ny al < a 5 rs) | cr gl z ro) 7 ROAD | jz ; ney 4 g oe 2) i = A gy t 2 et & a a! < 2 u 9) HEC Oe fa a8 Sasi A > uv = < Se 1 12) e) | 2 o/z = | 5S 0 3 22 wu 23 a3 2? [| ieee 8 = 2a a aS 0) ROAD Pee a ze = oil! “Al ke 58 oe = “a ihe a a = o : s E j JTCONNECT WITH: 4 APPROXIMATE TUNNEL LENGTH a vu) ur Sp S|f/EX\STING S31. Sh a) BETWEEN PORTALS 6827 Ft. . oO 2 w Cg ees ra 2 ' ; < a S ’ S a) fa wes | ne S, z OWN OF WEST ORANGE _\ AG : re “tT a! A | e eho. _ = ; y me VILLAGE OF SOUTH ORANGE @ oe ae v cle iee eae 1h 4 4. BS < S| | Sl oa oO rc Z ‘ & | E all é& a Ay rt a) | rigs i) 3|| 98 ~ ab. g | a 53 py eu N Pla eae, ae ; Seek i 7 2? FA ki te oe ~ hic ; ; i “ LEGEND ' : i i : : r a \ EXISTING SEWERS ; = Se j = \ Proposep SEWER iN OpeNCUT. & TUNNEL: =.) NOTE | WheaViond Ave Book SF For Profile of Luddington Road Outlet < : : SEWERS CONSTRUCTED IN OPEN CuT & TUNNEL: ———“e> Se oes Ingron te 8 : : 5 ¢ . i LuppiNeToN ROAD ROUTE i Tunnel and Gravity Outlet to Section4A — TOWN OF WEST ORANGE ESSEX COUNTY New JERSEN pae T Sia ae en COMPREHENSIVE SEWER SYSTEM ee ( oun tee _ i FOR THE AREA BETWEEN FIRST AND SECOND MOUNTAINS _ i For Profile of Wheatland Avenue Outlet Tunnel ams s ALTERN AT E ‘@) TLET TU N NE i = tand Gravity Outict to Section 4-A ofthe Supp- = : : : a : : aS |e = - : nae : Jementary Jot Trunk Sewer See Sheet No.d : i THRU FIRS MOUNTAIN : \ ae W.0."B ; map ; : s= _ WITH GRAVITY DUTLET SEWERS vey | \e/ : ; a : ae a 2 — : CONNECTINGTO SECTIONNA 7 et ES. 29hfpo = 25" Sirs , . ; £2. 30/20 z : : = = : : eh : = - fam. 10/1/30 = So 2 : i ; 5 = : é HORIZONTAL SCALE = —— nl =" | 300 Ite / ) | REVISED AS CONSTRUCTED Ave.1933 i fs : = = es ae 3 ; : : a } \ A : : ba — a ; ae At ae ) a : es ie ee 50 CHURCH ST. — MAA : a : NEW YORK CITY SEPT1930 - “CONSULTING oe

Cee t cage = GEeaae ES=QnEs ENCE ak aa a = ne 12408. SECTION ING OF SHEETED TI SS. (Be RENCH _ Wet TON, (EETED. Ti cr Connection —— ~~ eal: eo fos ree " Shorr—Drain +H =f 12. HEE ee ae UANTIVIES CONCRETE re 235 x! “12408 te (24315. Ny 12 W667 59. FE oN 4. Ve $SECT JEL ENTR: TUNA

yaa —————— | L if i " 1 \h of it A | r4 \ | Ww = } =. * Y i - Y ped i] r 4 | | : i

1460 Route 9 South Howell, NJ 07731 732.462.7400 www.cmeusa1.com December 5, 2025 Sent Via Electronic Mail Township of West Orange Department of Public Works 25 Lakeside Avenue West Orange, NJ 07052 Attn: Zayibeth Carballo, PE, PLS, PP, CME, CFM, CFS Municipal Engineer Re: Professional Engineering & Surveying Services Luddington Road – Sidewalk Panel Replacement West Orange, New Jersey Proposal No. 2025-150 Dear Ms. Carballo: We are pleased to submit our proposal for Professional Engineering and Surveying Services for the Luddington Road Sidewalk Panel Replacement. Based on our review of the RFP provided to our office, the improvements will include the replacement of existing precast concrete sidewalk panels covering an existing drainage culvert within the Township Right-Of-Way at 25 Luddington Road. The existing precast sidewalk panels are in disrepair and need replacement. Based on the above, we propose the following scope of services: 1. Land Surveying Services Under this task, we will prepare an existing conditions plan to be utilized for the design of the improvements. The services will include the following: a. Prepare a topographic survey and base mapping suitable for the proposed improvements; b. Establish horizontal control based on current New Jersey State Plane Coordinate System and Vertical Datum; c. Set Benchmark(s) on site for future use; d. Prepare an Existing Conditions/ Survey Control Plan; and, e. Coordinate utility mark-outs.

Township of West Orange Re: Professional Engineering & Surveying Services Luddington Road – Sidewalk Panel Replacement December 5, 2025 Our File No. 2025-150 Page 2 2. Civil Engineering Services The services under this task will include the following services: a. Design the existing pre-cast concrete sidewalk panels covering the existing drainage culvert; b. Design and prepare contract drawings and specifications for replacing the existing pre-cast concrete sidewalk panels covering the existing drainage culvert. The plan set will include, but not limited to, the following sheets: • Cover Sheet • Existing Conditions/Survey Control Plan • Demolition Plan • Construction Plan • Traffic Control Plan • Construction Details c. Attend four (4) meetings with the Township; d. Prepare a Bid Package that includes construction plans and specifications in accordance with public bidding laws; and, e. Provide the Township with plans and specifications in AutoCAD, hard copy, and PDF files. Summary of Fees We will provide the necessary engineering services as described above based upon the following lump sum fee amounts:  Phase I – Land Surveying Services ..................................................................... $8,000.00  Phase II – Civil Engineering Services ................................................................ $11,500.00 Total Lump Sum Fee ................................................................................................... $19,500.00 Schedule The project will be bid in the first quarter of 2026 with construction to commence in Spring 2026.