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HomeMy WebLinkAbout2007-201 20JI-zo1 CH2MHILL +ar� February 12 , 2007 Mr. Art Pfeffer Indian River County-Utilities Department P .O. Box 1750 1840 25 `h Street Vero Beach, Florida 32960-3365 RE : UTILITY RELOCATION SCHEDULE State Road No : S . R. 5 (US 1 ) Financial Project No . 228583 - 5-52 -01 County: Indian River Description : S . of Oslo Road to S . of Indian River Boulevard Dear Mr. Pfeffer: Please provide our office with all pertinent information for the adjustment/relocation of your facilities that are impacted by the project' s improvements . This data will be used for the Department ' s scheduling activities and will be included in the contract bid package. It is imperative that all data included be as clear and concise as possible and that the forms be filled in appropriately. Enclosed for your use are the following : Utility Relocation Schedule: Please fill it out, make four copies, then execute all four with original signatures and return all four to me. I have enclosed a sample schedule for your information and use. Final Roadwav Plans (dated02/06/07) : One ( 1 ) complete set is provided for your records and one ( 1 ) set for marking in color codes the adjustments/relocation of your facilities . Utility Matrix : A list of the potential conflicts is also enclosed for your use in completing the relocation schedule. Please return this package no later than April 9 , 2007. Please do not hesitate to contact me at (561 ) 904-7428 if you need assistance in filling out any of these forms or answer any questions . `ddolphlyl ?i 1FDOT Dismu T1DOTI 78762%WO 47U2elocation S2h�duies Memo Indian Kivu ( o 07-26-06 doc Attachment 1 Sincerely yours, Donna Chandler ato Did c Attachments M Betsy Jeffers, P . E. , FDOT , w/o attachments Robert Connelly, E . I . , FDOT, w/o attachments Anne Endsley, FDOT, w/ attachments Vdelphin\ProsPDOT_Distncl -0.PDOTI , 8762`.bVO =TPelocatlon Schedules Memo Indian Rive . .. .MEN .. .. ins sEmm I m 0 S! 1111 ■ . �� .. .� ® ® v� i� i� ® i i ' ''�` _— ` �`�� IM.+ . A� `�► a ~ • . v . � • s . r . • r v .. r r .. ��J6•�� == , � i � moi_ i� .CCC-777 �` 7F >•� s !e � will .. .. .: �� ,.� ��, ■`�. �•„ ` '�" ME .IIS, .. '■ J: IN oil INN NONNI wool wpa - RK mill Nonni Eli no logo MIME MEN OEM ilmliai� pis •p •• ■■■ � � �� ,`= � ` �• ®a•I®s,\ =.-tea' � � . ��®SII : . . � ..■1 ...aP• - � ... ®./ �i � ® ® ��� awl ��►�®� � �■■®�r_i■®rr.��a��..1 -- -i _• . .. ..dam: 6 � , :i 71 tl Bi 1711 .- uiPl � ■��:G 1♦ L■ ■ 1■�11 i 1�InnnO i��IIC ATTACHMENT 2 CONFLICT MATRIX = STATE ROAD 5 OR U . S . 1 SOUTH FINANCIAL I . D. 228583-5-52-01 INDIAN RIVER COUNTY (88010) FDOT CH2M HILL SOUTH OF OSLO ROAD TO SOUTH OF INDIAN RIVER BLVD No. CONFLICT STATION OFFSET CONFLICT DESCRIPTION OF UTILTY WORK NOTES F.M. 16" PVC OPEN CUT & LOWER TO - 1 NOT LISTED 650+75.25 79r57RT 24" DRAINAGE PIPE INVERT EL 0.00' LOWER 5' WM 12" D. I . P. OPEN CUT AND LOWER TO 2 NOT LISTED 650+79.42 65.62 RT 24" DRAINAGE PIPE INVERT EL 0.0' LOWER 5' WM'87PVC OPEN CUT AND LOWER TO 3 NOT LISTED 650+91 . 19 42.34LT 24" DRAINAGE PIPE INVERT EL 4.0' FDOT CONTRACTOR TO ADJUST WATER L1 60 653+53.80 43.45 ROADWAY VALVE LOCATE VALVE DIRECTIONAL BORE 4" x@140' , ABANDON TOYOTADEALERNEED JL2 31 655+01 .55 7.001-7 TRUNKLINE EXISTING JACK& ,BORE ` PROFILE OF TRUNKLINE MOVE METER TO WEST OF 61 655+56.30 50.29LT ROADWAY MOVE WATER METER WEST OF SIDEWALK ROW FDOT CONTRACTOR TO ADJUST WATER 62 656+34:32 58. 77 LT SIDEWALK VALVE LOCATE VALVE D WM 8" PVC OPEN CUT AND LOWER TO rola 6 63 656+78 .68 52 .36LT INLET INVERT ELEVATION 2 . 0' LOWER 5' r 2) WM 12" D. I . P. OPEN CUT AND MOVE EAST MAINTAIN SEPARATION WITH 7 64 656+82. 17 67. 88RT INLET 3' WATER MAIN SOUND BARRIER F. M. 16" PVC OPEN CUT LOWER 2' & MAINTAIN SEPARATION WITH 8 32 656+94.38 88.47RT WALL (FOOTER) MOVE WEST 2' WATER MAIN eMF N FDOT C0NTRACTOR,TO ADJUST WATER L3 65 657+00;20 70. T4R7 SIDEWALK VALVE. , LOCATE VALVE FDOT CONTRACTOR TO ADJUST WATER L4 66 662+75.52 80 . 60RT SIDEWALK VALVE LOCATE VALVE Yl 'yJB PVC OPENCUT AND LOWER TO 9 67 663+19.92 54.50LT . INLET INVERT C2. LOWER 4' 10 68 664+23.98 55.45LT SIDEWALK MOVE FHA WEST TO R.O.W. LINE LOCATE R. O . W. BOUNDARY FDOT CONTRACTOR-TO ADJUST OR MOVE L5 69 664+25.41 55.00LT SIDEWALK WATEER:VALVE ' AS REQUIRED LOCATE VALVE FOOT CONTRACTOR TO ADJUST OR MOVE L6 70 664+31 . 12 54.08LT SIDEWALK WATER VALVE AS REQUIRED LOCATE VALVE FDOT:CONTRACTORTO-ADJUSTOR-I pvE L7 33 .664+98,24 83 6,1 RT SIDEWALK SJENEF VALVE }��5 REQUITED, LOCATE VALVE , FOOT CONTRACTOR TO ADJUST OR MOVE L8 34 665+04. 79 83.59RT SIDEWALK SEWER VALVE AS REQUIRED LOCATE VALVE F15,6TCONTRACTOR TO A. DJUST OR. MOVE C9 35 665+07.74 85.94RT SIDEWALK SEWER-VAI Vr ASREQUIRED LOCATE VALVE FOOT CONTRACTOR TO ADJUST OR MOVE L10 74 665+85. 78 75.01 RT CURB WATER VALVE AS REQUIRED LOCATE VALVE FDOT ;GONTRACTOR TO ADJUST OR MOVE L11 75 665+93.08 53.351-T ROADWAY WATET .R VALVEr AS REQUIRED LOCATE VALVE WM 20" D. I . P. OPEN CUT & LOWER TO 11 76 665+95. 51 7.501-T TRUNKLINE INVERT EL 0 .0' FOOT CONTRACTOR TO. ADJUST OR MOVE L121 77 ' 666+04. 14 1 .281T ROADWAY WATER VALVE AS REQUIRED' LOCATE VALVE` F. M . 18" D. I . P . OPEN CUT & LOWER TO 12 37 666+ 13.61 7. 50LT TRUNKLINE INVERT EL 0 .0' FOOT CONTRACTOR TO ADJUST OR MOVE L13 78 666+21 .42 82.63RT SIDEWALK WATER VALVE AS REQUIRED LOCATE VALVE FDOT CONTRACTOR TO ADJUST OR MOVE L14 79 666+30. 17 49 .29LT ROADWAY WATER VALVE AS REQUIRED LOCATE VALVE FDOT G©NTRAC_ TOR TO ADJUST OR MOVE L'q'S 80 666+45 8,8 $'0 .86RT ROAOWAl' yVATERA/ALVE AS� REQIJ ED LOCATE VALVE= FDOT CONTRACTOR TO MOVE FHA WEST L16 81 666+46. 14 62.26LT ROADWAY TO R. O.W. LINE WN11`2 + D:LP `OPEN CUTAN"F—R;TO i3 83 '673+50.95'- 67. 55RT INLET FOOT CONTRACTOR TO ADJUST WATER L17 841 673+95.49 46. 79LT ROADWAY VALVE LOCATE VALVE FDOTCONTRACTOR TO'ADJUST WATER L18 85 674+ 15.24 44,49LT ROADWAY UAL`YE ', LOCATE VALVE , FDOT CONTRACTOR TO ADJUST WATER L19 86 674+24.70 66.34RT ROADWAY VALVE LOCATE VALVE Wlyl 1 �D 1I . P. OPEN OUT AND ,LOWER TO 14 OT LISTED 677107,02 ; 67.021tT INLET, INVbRT EL 2 '0' . ' FDOT CONTRACTOR TO ADJUST WATER L20 89 678+43.40 68.03RT SIDEWALK VALVE LOCATE VALVE FDOT;@ONTRACT'.OR TO ADJUST WATER L21 90 679+ 12.66 66.77RT CURB VALVE LOCATE VALVE. 15 92 682+09 .45 59. 56LT SIDEWALK MOVE FHA TO WEST R.O.W. FDOTµCONTRACTOR TO ADJUST WATER . L22 93 682+1q;51 45.551-T ROADWAY VALVE. „ LOCATE VALVE ' FOOT CONTRACTOR TO ADJUST WATER L23 95 688+94.44 75.28RT ROADWAY VALVE LOCATE VALVE F. M. 1 ¢" D•I P. RELOCATE MANHOLE, 16 40 690+46 :37 > 52LT CURB SEWER VALVE/METER & BOX FDOT CONTRACTOR TO ADJUST WATER L24 96 691 +40 . 31 44.60LT ROADWAY VALVE LOCATE VALVE VALVE IN MANHOLE COORDINATE WITH 17 41 693+94.00 53.03LT CURB DIRECTIONAL BORE AT CONFLICT 18 LOCATE VALVE F. M . 16" D . I . P. 140' DIRECTIONAL BORE TO 18 42 694+29.761 54 .21 LT INLET INVERT EL -6.00 LOWER PIPE 11 ' TC®f�TR ACT®k' A©JUSTsW TCyF L25 98 69,8n+36 69 , 70.57RT SIDjMAL� AVE „ LOGATE`VA'CVE ` FDOT CONTRACTOR TO ADJUST WATER L26 99 698+55. 34 44.99LT ROADWAY VALVE LOCATE VALVE 777,7777 x �PssM ;15F Q 1.P MC,VA{R F2EL�E ' J9 YE 19 43 ; 699+Oa80` 50.49L [ UB 1NFnA1fI�LE" F. M . 16" D. I . P. 140' DIRECTIONAL BORE TO 20 441 700+26. 18 57 .91 LT INLET INVERT EL -2.00 LOWER PIPE 8' F. M, 16" D. I . P RELOCATE SEWER VALVE .& 21 45 705+43.69 53.76LT CURB BOX LOCATE,VALVE F. M. 16" D. I . P RELOCATE SEWER VALVE & 22 NOT LISTE 705+53. 31 52 .63LT CURB BOX LOCATE VALVE F K 160. D. I -P RELOCATE SEWER VALVE,& 23 46 705�55i56 56.93LT NEW .GROUNWiLEU eOX LOCATE VALVE F. M. 16" D. I . P RELOCATE SEWER VALVE & 24 NOT LISTE 705+74.84 55. 18LT CURB BOX LOCATE VALVE F. M. '16D. I .P. OPEN CUT LOWER PIP,.E;TO ` 25 47 706+00.00 55.04LT INLET INV ERT "EL -2.00 , WM 12" D. I . P. OPEN CUT LOWER PIPE TO 26 1011 706+00 .00 45. 53LT DRAINAGE PIPE INVERT EL -2 .00 FDOT CONTRACTOR TO ADJUST •WATER L27 102 706+89.87 69. 76RT SIDEWALK . WM 6" CONFLICT WITH STUB-OUT TO FHA - RELOCATE FIRE HYDRANT AND VALVE NORTH 100'. CAP 6" STUB-OUT AND 27 103 707+01 .26 80 .58RT DRAINAGE PIPE REMOVE REMAINING PIPE NO PROFILE PROVIDE WM 12" D. I . P. OPEN CUT RELOCATE PIPE, 28 1041 707+68.87 71 .91 RT DRAINAGE PIPE TO SAME INVERT EL 5.21 ` WM 12" D. I . P. POSSIBLE CONFLICT. LOCATE DETREMINE DEPTH . NO PROFILE No PROVIDED. MAY MOVE WEST 2'. INVERT 29 NOT LISTED 709+ 13.48 PROVIDED DRAINAGE PIPE EL 2 .0' 1OCATE 9 POTHOLE A�VTRAOTOR TQ A 1 7 4 R UALV , ; 130 107 E 71 +A2 17 �9 45LT NEW GROUND ELEV BQ9S: ' x FINp VALVE' WM 12" D. I . P. OPEN CUT LOWER PIPE TO 30 NOT LISTED 710+67 .75 70. 12RT DRAINAGE PIPE INVERT EL 0.0 IDgT GONTRAG�T®R?T A'DJL7STn1 !A ER f L28 NOT LISTED 714+ 12 `17 ' 49.45LT ROADWAY VALDE LOCATE VALVE FDOT CONTRACTOR TO ADJUST WATER L29 108 714+ 15.02 47.40LT NEW GROUND ELEV. VALVE BOX LOCATE VALVE AAA FD�OT�OONTRACTMINTQ F,bJ 4 WA*TER 130 109 "- 1500:77 ; 47.2$17 ROADWAY VALVE BMX LOCATE VALVE FDOT CONTRACTOR TO ADJUST WATER L31 110 715+82. 74 74.60RT NEW GROUND EL FVnALVE BOX T LOCATE VALVE � ' e a st -e ' Fa ,Q ? OO I� R,�'AC� n 'Y*s ' "r'S ' A . 132 111 7,'15� 95a60 is 7;4 49RT NEUV GROU,ND.ELrpLVE BDX - LOCATE VALUE WM 12" D. I . P. OPEN CUT LOWER PIPE TO 31 112 720+ 14.26 49. 041-T DRAINAGE PIPE INVERT EL -2.00 F. M. • 16 D. LP. OPENlgUT LOWER^PI,PE TO 32 NOT LISTED 720+ 14.95 38 . 15LT DRAINAGE PIPE INVERT EL -2.00 WM 12" D. I . P . OPEN CUT LOWER PIPE TO 33 113 721 +55.96 48 . 62LT DRAINAGE PIPE INVERT EL -2.00 FDOT'CONTRAG.,T RTO-ADJU f�WATER L33 114 . ' 721 +73. 13 ; 48.45LT NEW GROUND '"ELEV VALUE BOX , LOCATE VALVE FDOT CONTRACTOR TO ADJUST WATER tL36 116 728+ 12 .79 43 .44LT NEW GROUND ELEV, VALVE BOX LOCATE VALVE FDOT CONTRACTOR TO ADJUST WATER 117 728+ 19.29 47 . 32LT NEW GROUND ELEV. VALVE BOX LOCATE VALVE ' 118 728+24.39 43.451T NEW GROUND ELEV. VALVE BOX LOCATE VALVE PROVIDE DIRECTIONAL BORE UNDER SOUTH RELIEF CANAL WM 12" STEEL SOUTH END OF AERIAL 220' HDPE WITH VALVES CROSSING DIRECTIONAL BORE UNDER LOCATED ON EACH END 34 119 734+56.92 63. 18LTI BRIDGE SOUTH RELIEF CANAL REMOVE AERIAL CROSSING WM 12" STEEL NORTH END OF AERIAL CROSSING DIRECTIONAL BORE UNDER 35 120 734+91 . 20 62 .47LT BRIDGE SOUTH RELIEF CANAL 271 i� Y T M .. 3 5't 12 12 P 6lS `I#I } { kr• A Z � WHEN 'CONSRTa + :( REO IQNAL, 3,0 121 735+21,02 39.32LT BRIDGE BORE RELOCATE FIRE HYDRANTCONFLICT 37 122 736+ 15.56 69. 82RT BRIDGE NEW BRIDGE FD"O7rGI bNTRA�TOR,Ta b3tg+ ST W)KNEW, L39 123 ' 73VAL� U DX / TEVgLVEC Imlian their Coal Department M U111illes COSTCSTIMATF, anU CONTRACTOR'S BI IIITEMLUST (orUNDERGROUN IZTILITIEJ Proper: 4th Street @y US l North of Onsho Rd. - Sul III Relief Canal - Clal with Yroposetl MOT Draioa¢e/lIl Project Dereriplicn: UCPN 5953, WIP 94712353"44699-07533 Np WATf RWORKS IU-0IapEt LABOR COSTS MA I'ERIAL COSTS All llDl'E Shall Be DR 11 Iron Nltl W B` Ell Ill Lubar llot 61v1etivl Anil Tmnl Mvlenvl No. Bnn ryn. DaavX ii Priee tla m or - 51N Jn3 MI � I ov ]5.E5 - 1 i _ 1 _" il_Inal R Hrrua 30 IID b -- -- I - re) - - I] ` 0 IP- SrAq S IN _ 1 ' 1(61211 - _ 5 Tm:v 3 -. n R : If It. _ I ly F F 44 of IS 1 iR L J IRINI Ol .IN n _ n 11 • IIC' NR - _ FIRM (Ill _ IF (H) 3 - .psa HZi. , zmHDYL r ' "I 4F) ly a�,no - N . In In cr, uu _ 3 nnn Lm S754P 111 500 Or 1- _1 nn 1 p II lR PA S - I V I �_ I R P A _ BA ll J SP or F 1 I [ I 1 1 1 I SAO HA S - AR) IMF 36 Sa 50 POT III req to d 1 xu 1 m1 30 It FEE folT . _ _ II 5 al 1 i Il1Y 15 T:a 1 4 I .. .4 P'll - 1 XI WR xNl vl - IY V X -- Al 4 -I IltlN AAB 51 I . 1 F N _ i Il Fell I J 1 (o -ol.i_ f X x _ _ _ _L_Y 54 N vgil 'N" A B _ - INI2 IQ, fill 'c 6 ...1Nl 5 w unw .h A 1 _ n O _ Iii Li F� III N ' Pn f Y u _ LP _ o? FI I n _ 11 ,114Oil _ Bn 1 Po 5 M.3o IL1 - ha1v) Rmmrcp0.r �Ina' Nv ar M aunt Tiv tlo Sn4m Mmvr. 911/1 DEET II to 1H BA120. 11 1 ' 11x1 - W Wlq Mum 11'V.RI )du 1 J9 o - 60 Allow L ' It Ill III I,dd[ 12H I, ueX 3o DPL ' IFYu1vM1 i11 IF SIR,IIO FIAHI OF8J4Ni ] 1 - IF5 Tonx XX $1 511LLRU 710 991 - N ql - _ _ JI _ IP 53. x S X1. _ Lxu . II :J Pv 1 WV I . I : Ininui '. h I,INx i b 114]311 � 1SN1 4 hnalr" ryx. 1 van S100 DO 141Nuo - _ L�40 III ] 65"32,17 - A 13 " HDPE he I' . �aL _ if F3 1` 5 Irv�r IS 1 { 15 1 t 1,4011 117 . Ih It i :Ll I _ 40 1iA15, IcN1 Ill FI - , N N, I R 'J1111111110 1 1.11 N1 Or I - IF Ill1 II - A 5 .31 1 Out LA S S _ 1 Flo k 4 . N-! P fm al _ Tn M , B :a l P Si �— II dR 1 IIIIII,rint, I x,%tNfi,iI ' le IFFLL1I _ F\ QOJ III FUJI t') A0 11 171 4) 4f Y 6 3 - \ 3 IPE FoolIF F , (17 1FIR 3 lour -1 5 Rl I, W ( �— 1 _ 1 II 11( _') uRuc u M _ 1A II _ _ IA c �� -- OF N 10 t ! N L1.La F Jr INa rap J Ad, Ill A' III IIA SINAWI SLiS1.3 1!� 1191) Or Attachment 3 _ s Lramn JUk Cuumr Department of Nines COST ESTIMATE arra CON]RACTUR'S BN ITEM LIST lee ONDERGRQUND UTILITIES M Project: 4A Street lµ DS l Nrmlh of Ork Rd, - South "South Relief Canal - Corriior with Prapmed ITOI Dramage/Davin¢ Project Dwirn ioo: LIT 3952. \\'IP B 4]I2]5]6-044699-0]522 IID WATERWORKS 10.Mvy-07 LABORCOS'IS MATERIAL C 9TB All HDPE Shall Be DR 11 Erk Bid ff Ell...n5, oflt of LVLoe LEAK hlnvid Dei[ TIENI Murrill 1W. t.. Ptlo Pro, Pri[ r enn[i[ rvrc a Prke y IlR" x'ner6falrrmx[v z' ruun30" HDPEmIMMwrnwn an0 IJ: Error " Ler' 1515 IMAM 115 Tnrc MI SW. S]SRW 1,I ir[Iq IM 15r5,1 5,13115 ua' o1R w y" Ilrm_rruM1 l]' _ 9na EA E9Jn SIor4Al, _ 1 - ! R a d n E .. hl Dirt EA AJUJ NI Stl.Jrp Ap R: OV&D 2 EA I FNo 1111 HIN IJ Pit. 677 ,1 '112 thlo, X 20" ItD E ' o -u o Jell PIPE rxr _ TiWW - N.li 1.406 Ili 07 FhrLm - -_ . Ilmp SI SwI,W SDU r OS IIJPJ o5, _ ) Ilu 104, R f rc thA OU SIW UNI aiW111,,61" r0 LA I 5L n: ' nJR uL u_ST = ti uRu - 'nf 1[ hl a ni n- EA Sl+rNl nG SXJM,W I69_A40 ?,µlel ElfInd ill C'_ L' 1A'SII ' BA SJ X1011 $916 AM1 644 (H - I, to 19, O2LA .J5 M&W 1 v t[VYtTa[ I EAFLSrxIJ xl 6L514 q1 _ l4i Pr150 111 If _16 IN 61n0Al .eA nvv F_W ♦C 5, ' 14 .asV n- En SxM Sn N.rXl LX_ +0 NX . O _ _ ulxl Il415 69JH9.76-116" Fume nl v...11mrill: NnrvuL ID" WE 'a Yr [hor IW LP SH000 SJ_Jrn1.W 54 It _ _ III Illi —. _ _ 431 - m' 05 n no 5{np S' PNI 4x1 I15 — Jau. Jln _ 1 .x1444 x44'15 nn r k t lJ" Munn 151114 _ or Ip 211144 Sl ligIt: 1 lulIll Pr P 1 RrI n , E..IMOR _ SI'_4X 14X1 r mr 10' ' —Tim mollIf, Il FA _ Se n0 - _ . _ EAPN 5[rn ] n 1 IE In 5h 6" 02.80 14 m AR aI II " a S ' A., 1 PA axles rxr — Ali kIII Fit Look III _ . _ . Xr I9 es ]00.36191 In, nn ¢ Ih, ,u 20" HOPE 1 Dr4Ti0 Ica) us ;z .�I '4 lx I GA x1 Uro To .. it s=rc«,Jn I cm) 4x, I .._ tut. _ IillIu Rnm"wondlll. mnry4o ill 61 M,t ri' _ IW IF SIN xI SI 15x1,4 x1 L I .mll uuJR I putt lfi" - _ [4 a n Rua - ' uT 155 Ffi i9 3 p= Ftl ux Jut 21).]614X1 +V69r 4,671 Pet toy I ..miill N [ fiyNn , _ -. -_ .. . _ 554x1441 s6wum EO Igo IIITI 080 - f16" AA'n Trip Ar vvlvel lrrx[o 1116" We[ T.Pw/ Ifi" 6V&Bnrvl 'fnp l6" Nunr, mmutl lu]U" 1 SIXq 4X4 51,4xp.W _ XIV2.50 Ill 9' S0 eW 31 I40 51ID.00 � ofi" AYe[ TxV & Yv4el hn4ull 16" wa[ Top n/ 16" GA'y B Dud lop 115' 61 u4ryemrm In C" I F'.IU NIw pgxlJp MILE IIJPIi IIA lIW,000 � OJ1[4 xx I9n 5 Iv" \C[r Top 4 Vv lve{ 4nxmll v" x'u Top wA" et\'&BUM Tun n" Aluio output 4v l+' SWAP Pit SnIX 1011 _. _. hurl.: -- FA z] use 705Mn.W In 706.3000 -r6" lure, Meer 0itten lr' r. _ _ e Id' nn�py" ONl 6' Lp fli0 5_l,.plp,llll S3JX Phi 1 OU d 660X0 n] LL[Inm 115 1515 M1'G xXI,INI lDrrx S9.sI _ 15410Jp 710 (HR we aAri Ap 1 Irl'.11J„ th,, W 1411 IF 5141 un FU+IOAp nnJR 1 111, LEPA Ill In" I x44.. . 1 ' I M ' _ - I al I4" Ivl _ - CA F 517 u SAN)VSI + lu - t FNx Jw - _ _ _ r_xx . xl Pill 1160 0-fn \Yr[ YV rvlv[II . II s[ 9 ay x/ ' E d 'I'up I6N e _ 0 SlEm,xJ b o I t' 4uu IIA Ov xln__SnX 9itA n 0.5,20,00 [ Itl" Yu_rxI .0IS r u IO ' DPEIIIII I ru mwi i0A 5- 9 4x1 F W Il rirk" S box rG $LXX IXI V00lXr ['. _16 r9 ]OFOOnO - 3' - gr Ma_ lux Iz [ ru- 20" HD E ]r ' '11 'I rn,11 lHi � 15I, 51,4N) Ar )7 1l4 iiA. 5 _ _ilTIIN14X1 S+. I IJW Oum ll a 7016 - I ' v6r [ h cr . l Ill 1111131111t144 E111 (Are lve - 1 _ I l5 4.1144 A 5PEJ N ' [ _ 50 u 41461 ze or,.Er i - I v ) 1,001 It Ir our 30' HJP6n0P- { 1 .11111, .uoPl • Ill IcA 1 4005'7 0 LNI 4Al i ' vluv o[ _ Si 41060IL _ . 'n[m _ _ _ 05 G N 1 + gw4u Tnuy 5_ I laoll l:" P9 l'yll � [xt 1515 t411) Ed ELL-_ xr yMJ un ti III I 1. . 9- ! A hl ' lloxly [ rvuaM1ID HOPE A . mTnnJel rend mlw 4410 C9 9Vm,W� Air m v 1 ' 1 ' 'nly LF _ t" o✓ _ _ 05 rwi _Toru J 1.1x4 F' 15015' _ :,500W' L 14x1 f 111Ln0 c- n vnpEn F 14X1 . $400 001 _ . _. -- . _ - ' w Itx. Indian RillrCmus, Department nr Ullliuex COST ESTIMATE Old CONTRACTOR'S BIB ITEM LIST fw ON DER4 R0UND UTILITIES, INC. Pfolen: i1M1 Street op US I North of Oslo RB. - Siff of South Relief Canal - Conflicts %SE Unsound LOOT D.....st/Pavhie Balm Description: UCP if 2952. W IP A 4112353"44499 07522 IID WATERWORKS NO ll] LABOR COSTS MKT ERLAL COS IS All HOPE Shull Be DR 11 it It.... Bid Bid it ExlinlntN Usti0f LVLur Los TMtl Lv bu site nal Unit had M11.1fill Nn. U.o. No, Dnvri li pl.v vry Pfive Prim _ . _. _ Vn u�num Yaw Prk. 11046'7'15 - I¢" Will 4L0fKwpIO" ILnmeM1 iu" 1111 PF. In OpeiKl.I TmoJJ Lmvplpe ouJ nrnve 4011 S/LLlq 5'-,9pW vx void wpll v' - _ _ _ LF _ d51$ 1,40601) ISlfu:m iuur tui S,Oi p,W I "�10Oil 191 xl wn. l]" NRd .vkO ii, RA F I1LMI ION) K) I :.[aJOu unu ixV qJ i6 x" 1 rn4 11 +u 110 rlrrvpL EO" HD E ' 11 'ol FamM1l wooJm.rc 40Fl C;iWlp _ . xeid wnlltl "r, nJa1 LF IfOn ixl pou�kit leo 15 I 119 Ilrtiuu0 . .5 Tmv 54 111 5' 011011 SO xllxl J.NO91 w L1501xI XI Rp + II EA CK) rip SJULW " Mi lx1 IauI1 C" ARnt \ w 32 Oil, 9 7208116 6 ' FIrK I Inpull IV ofirOuth EV'_ H LF kfr DOI IS2ptip KII, qt yp,Ivy [)^U ] IK..._y Tom YJpMW S 0 IO A10�� f0o " d'TO, 14 11 m v eli lip. IDI SIM41xl I : : Il 11 if 0 (I I" IR I: u _/m l6' 1 I . xx Oat :: 'm EA SXea $17CAJO10 )22.20 Off A[ ONE lorl'a 1116" _ _ _ _ _ BA A1q Ax] e x SciL Mll ' I,q1 1 NNI IH, 7 SWI 00 _ qon _.. . _ . 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M: Ma _ nnina - 95__. x1 .yAw Zit 1 0ma,,, 54] it, SAITonn , T 55u..1 552, 5JV.10 sOftoIII n6lvFn Gm. _ 38 Little ]9 J I Indian River County Department of Utilities COST ESTIMATE and CONTRACTOR'S BID ITEM LIST for DERRICO CONSTRUTION CORPORA'T'ION Project: US 1 from The South Relief Canal to 1500 Feet South of 9th Street SE (Oslo Rd.) Conflicts with FDOT Drainage Description: UCP # 2952, WIT # 47123536-044699-07522 HD WATERWORKS 1-May-07 LABOR COSTS MATERIAL CASTS All HDPE Shall Be DR 11 I[em BiJ Bid Itun E'd coateJ Unit of Labor Unit TOM' Labor Material Unit TuMI Material No. 'tem No. Descri Bon antic Measure Price Price Pric Price 63 Mobilization. Demobilization & MOT _ 1 7% 1 $7,269.50 11 06h 665+95.91 - (20" Water Main) Install 24" HIRE in0en-Cut Trench 80.00 LF $ 110.00 $8,800.00 82.56 6,600.80 U] Fittings 1 .0 Tans $1 ,665.00 $ 1,665.00 3,500.0_0 _ _ 3_50_0.0.0 10d Remove and Dispose of Pie 18" thmu 20" 80 LF $27.00 $2,160.00 15i Install and Remove Line Stopon 20" Nest, includes Resbainin Exist Main 2.0 EA $18,000.00 $36,000.00 2531 .25 5062.50 18h Install 20" NRS GV&B 2.0 RA $900.00 $1 ,800.00 10,572.00 21 ,144.00 12 U6g__ 666+ 13.61 - (18" Force Main Install 20" I'DPE in Oren-Cut Trench 80 LF $105.00 $8,400.00 54. 18 4334.40 07 Fittings LO - 'Pons $ I ,fifi5.00 $1 ,665.00 4,500.00 4,5OO.0 10d Remove and Dispose of Pipe 18" through 20" 80 LE $27.00 $2,160.00 1511 Install and Remove Line Slo on 18 ' FM, includes ReW ainin Exist Main 2.0 RA $ 16,375.00 $32,750.00 2,512.50 5,025 00 18h Install 20" NRS GV&B 2.0 EA 8900.00 $ 1 ,800.00 10,572.00 21 ,144.00 43 58 Load & Haul Debris to LmrdOIl 25.0 Ton $50.00 $1 ,250.00 11 .811 795.00 45 zz Poamles S220.001 S4,400.001 0.00 0.00 46 4511 Inslall2" Air Rcicase Valve and Manbole .Souctul'e on Walef Main _ I f:A $450.00 $450,00 2,667.59 2,667.59 __ 49 _ 45d Ins19114" Air Release Valve and Manhole Someone on Sewer Main 1 F.A ,$55000 5550.00 4,815.05 4,815.05 Subtotl S btolal WatrSstem Labor $ IU3,tl5U.00 9ubtotal Suobtotal Water 5 stem Labor, Mob., Demon., MOT, Materials & Petmittin ` $ III ,IIY.50 Force Arcot. 6rent IRCDUS Contingency Y Account 1 Allowance 10% $ 11 , 11195 Sub'Folal Labor Cost $122,231.45 Sulaotal Material Costs 79592.34 TOTAL PROJECT COST $201 ,823.79 Attachment 4 WORK AUTHORIZATION DIRECTIVE No. 2007-005 US 1 South of South Relief Canal to 11th Street SE Water & Force Main Relocations to Avoid Conflicts with Proposed FDOT Drainage Improvements DATE OF ISSUANCE : May 2007 EFFECTIVE DATE : May 2007 OWNER: Indian River County CONTRACTOR: UNDERGROUND UTILITIES. INC . , Utilities Labor Contractor CONTRACT: WATER, SEWER AND RECLAIM WATER LINE REPLACEMENT / EXTENSIONS AND MISCELLANEOUS LABOR CONTRACT, UCP #909 BID NO 2007026, AWARDED FEBRUARY 6, 2007 PROJECT: US 1 water main & force main conflicts with proposed FDOT drainage improvements on US 1 from South Relief Canal to 1500 feet south of Oslo Road ( 1 Ph Street SE) COUNTY UTILITY PROJECT NO. : UCP #2952 CONTRACTOR' S PROJECT NO. : N/A COUNTY W.I.P. No. 47123536-044699-07522 You are directed to proceed promptly with the following work: Description: The construction of widening and drainage improvements on US 1 will cause conflicts with existing County water and sewer mains Purpose of Work Authorization Directive: Resolve conflicts prior to construction by the FDOT Attachments : (List documents supporting work) Attachment A: Construction Plans showing extent of work (On file in Utilities Department) Method of determining Contract Price: ❑x Unit Prices: Bid Items as established pursuant to Bid No. 2007026, and awarded by the Board of County Commissioners on February 7, 2007 to Underground Utilities, Inc. ❑ Lump Sum ❑ Cost of the Work The Cost of Labor, Contingency and Contract Time is summarized below: Estimated Labor Cost = $475 ,945 .60 Estimated Contract Time: 240 days Contingency at l0% = $ 47,594.56 Total Estimated Labor Costs= $5235540. 16 ACCEPTED : RECO ENDED: APPROVED: By: I By.� By:,g n erground Utilities, Inc . Gordon E. Spar s .E. G . Wheeler Labor Contractor Environmental Engineer BCC CHAIRMAN Date : DatIc .. 7 a Date : Attachment 5 P\Uti Lilies\UTILITY - l N(ANEERING\Projects - UnI w Construction Permits\IRC - 4th Street (J US I North of Oslo Rd Contlicts with FDOT Drainage UCP #2952`.A - Work Authorization No 7007-005, Attachment 5-doc9 WORK AUTHORIZATION DIRECTIVE No. 2007-006 US 1 South of South Relief Canal to 111h Street SE Water & Force Main Relocations to Avoid Conflicts with Proposed FDOT Drainage Improvements DATE OF ISSUANCE: May 2007 EFFECTIVE DATE: May 2007 OWNER: Indian River County CONTRACTOR: DERRICO CONSTRUCTION CORPORATION, Utilities Labor Contractor CONTRACT: WATER, SEWER AND RECLAIM WATER LINE REPLACEMENT ! EXTENSIONS AND MISCELLANEOUS LABOR CONTRACT. UCP 92890. BID NO. 2007026. AWARDED FEBRUARY 6. 2007 PROJECT: US_ 1 water main & force main conflicts with proposed FDOT drainage improvements on US 1 from South Relief Canal to south of Oslo Road ( 11 m Street SE) COUNTY UTILITY PROJECT NO. : UCP #2952 CONTRACTOR' S PROJECT NO. : N/A COUNTY W.I.P. No. 47123536-044699-07522 You are directed to proceed promptly with the following work: Description: The construction of widening and drainage improvements on US 1 will cause conflicts with existing County water and sewer mains Purpose of Work Authorization Directive: Resolve conflicts prior to construction by the FDOT Attachments: (List documents supporting work) Attachment A: Construction Plans showing extent of work (On file in Utilities Department) Method of determining Contract Price: M Unit Prices: Bid Items as established pursuant to Bid No. 2007026, and awarded by the Board of County Commissioners on February 6, 2007 to Derrice Construction Corp. ❑ Lump Sum ❑ Cost of the Work The Cost of Labor, Contingency and Contract Time is summarized below: Estimated Labor Cost = $ 111 , 119.50 Estimated Contract Time: 240 days Contingency at 10% = S 11 , 111 .95 Total Estimated Labor Costs= $ 122,231 .45 ACCEPT D : RECOMMENDED: / APPROVED: By: Derrico Cons[. C r . Gordon E. Spa s E. Ga - . Wheeler Labor Contractor Environmental Engineer B / CHAIRMA7N� Date: Date: (o - 20 ' OT Date: 6 -aD-a7 Attachment 6 C:1Documcnls and Servings\Estimuling\Locul ScainO`rempomry Internet FileslOLKMA - Work AuOmrimtion No 2007-005 Almchmenr 6.dec9