7-26 - RFP RFI Consultant Response.pdf

-+--------➔-- ' 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 CONTRACTOR N ORTH E AS T GRABOWSKICONST. INC. C O NCRETE PRODUCTS PROJECT 25 LUDDINGTON ,SIDEWALK TELEPHONE (973) 728-1667 Fax (973) 728-2662 937 BURNT MEADOW Rd. HEWITT, NJ 07421 DRWG NO.

NE (973) 728-1667 Fax (973) 728-2662 937 BURNT MEADOW Rd. HEWITT, NJ 07421 DRWG NO. FLAT TOP 08/25/25 ©2004 NORTHEAST CONCRETE PRODUCTS

REPLACEMERNT SIDEWALK PANNEL Type B-1 SECTIONS #5 @ 10" LONG 'wAY #5 @ 10" SHORT I.JAY 4X4-D4XD4 VIRE MESH BOTT. STEEL/EPOXY 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 CONTRACTOR N ORTHEA S T G RABOWSKI CONST. I NC. C O N CRETE PROD U CTS PROJECT 25 LUDDINGTON ,SIDEWALK 937 BURNT MEADOW Rd. HEWITT, NJ 07421 TELEPHONE (973) 728-1667 Fox (973) 728-2662 DRWG NO. FLAT TOP 08/25/25 ©2004 NORTHEAST CONCRETE PRODUCTS

REPLACEMERNT SIDEWALK PANNEL Type C-1 SECTIONS **A TEMPLATE WILL BE NEEDED FOR THIS SECTION ** #5 @ 10" LONG \,/ A Y #5 @ 10" SHORT \,/ AY 4X4-D4XD4 VIRE MESH 4 BOTT. STEEL/EPOXY TOP STEEL EPOXY --t:',____ ---- -------i----------i------ -------i- : 1 I I I -____! ____ i i _L: 5' ' 1 ------------ I I : -----1 !---- ! i 1-- !__ I ! -�-- -------� ------ S � t I �----------- --------- --- I I ---;------ 1 - -- - - ___.- !_-_- l___ -�------ : -!---- I I L ! ! !__

--- I I L ! ! !__ -+----------1------------�-----------+---------t I I I I : : -- : ,-------82�·-------,! PlAN VIEV _j_ __=_ = __= r=1 =-=- =_=___= __ =====__=___=_ =_..=___=___==11 6' 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 CONTRACTOR N ORTHE AST GRABOWSKI CONST. INC. coNcRET E '7_ JI 937 BURNT MEADOW Rd. PRODUC TS HEWITT, NJ 07421

coNcRET E '7_ JI 937 BURNT MEADOW Rd. PRODUC TS HEWITT, NJ 07421 PROJECT 25 LUDDINGTON ,SIDEW ALK TELEPHONE (973) 728-1667 Fax (973) 728-2662 DRWG NO. FLAT TOP 08/25/25 ©2004 NORTHEAST CONCRETE PRODUCTS

TOWNSHIP OF WEST ORANGE 25 LAKESIDE AVENUE, WEST ORANGE, N.J. 07052 DEPARTMENT OF ENGINEERING SUSAN McCARTNEY Tel/Fax: (973) 325-4160 Mayor 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