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Home My WebLink AboutContract 60593-FP1FORT WORTH, TRANSPORTATION AND PUBLIC WORKS NOTICE OF PROJECT COM LETION -FP1 City Secretary No: 60593 Date Received: 5/14/2025 City Project No: 102601 Regarding contract 60593 E. 4th St. / E 1 st St. On -Street Bicycle Improvements for as required by the TRANSPORTATION AND PUBLIC WORKS DEPARTM as approved by City Council on 10/31/2023 through M&C 23-0945 the director of the TRANSPORTATION AND PUBLIC WORKS DEPARTM upon the recommendation of the Assistant Director of the Transportation & Public Works Department has accepted the project as complete. Original Contract Amount: Amount of Approved Change Orders: Revised Contract Amount: Total Cost Work Completed: Less Deductions: Liquidated Damages: Pavement Deficiencies: Total Deduction Amount: Total Cost Work Completed: Less Previous Payments: Final Payment Due Patn, a L. Wads k (May S, 202517'.4S CDT) Recommended for Acceptance Asst. Director, TPW - Capital Delivery $ 2,916,021.70 Days 192 $ 178,071.57 No 3 Days Added by CO 10 $ 3,094,093.27 Total Days 202 $ 3,094,093.27 Days Charged 197 Days @ $ / Day 3,094,093.27 $ 2,939,388.61 $154,704.66 05/05/2025 Date Lauren Prieur;May 6. 202509.22 CDI) 05/06/2025 Accepted Date Director, TRANSPORTATION AND PUBLIC WORKS DEPARTMENT off' Asst. City Manager Comm nts: 05/06/2025 Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX C-620 Signature Page Contractor's Application for Payment To (Owner) City of Fort Worth Invoicing Period (From- To): 03/25/2025 P. °. FW020-11136 From (Contractor): Number: The Fain Group, Inc. Project: 102601 Contractor's CFW Vendor No.: 27241 City Secretary Contract Number: (Approved Change Orders Number 1 2 3 4 5 6 7 8 TOTALS NET CHANGE BY CHANGE ORDERS Contractor's Certification 60593 Application For Payment Change Order Summary Additions $582,439.32 $95,528.24 $530,425.99 $1,208,393.55 Invoice No. 10 FINAL Invoice Date: 3/25/2025 Remit to ( If Not Automatic Deposit): ContractE. 4th Street/E. 1st Street On -Street Bic cle Im rovements Naamme:: Y P $178,071.57 Deletions $447,000.00 $583,321.98 $1,030,321.98 The Contractor certifies with the submittal of this document and associated Payment Request Submittal on the City of Fort Worth Buzzsaw system that to the best of their knowledge: (1) all previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with Work covered by prior Applications for Payment; (2) title of all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to Owner at time of payment free and clear of all Liens, security interests and encumbrances (except such as are covered by a Bond acceptable to Owner indemnifying Owner against any such Liens, security interest or encumbrances); and (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. Liquidated Damages $1,000.00 x day Larry razier (Apr 30, 202511:07 CDT) 1. ORIGINAL CONTRACT PRICE.......................................................... $ 2. Net change by Change Orders................................................................. $ 3. Current Contract Price (Line 1 + 2)........................................................ $ 4. TOTAL COMPLETED AND STORED TO DATE (Progress Estimate, Construction Allowance and Change Orders)....... $ 5. RETAINAGE: a. X $3,094,093.27 Work Completed.......... $ b. X Not Used $ c. Total Retainage (Line 5a + Line 5b)..............................., $ 6. AMOUNT ELIGIBLE TO DATE (Line 4 - Line 5c)............................. $ 7. LESS PREVIOUS PAYMENTS (Line 6 from prior Application)........ $ 8. AMOUNT DUE THIS APPLICATION ................................................. $ 9. BALANCE TO FINISH, PLUS RETAINAGE (Column G on Progress Estimate+ CA + COs + Line 5 above) .............. $ 10. CONTRACT TIME: a, Days Awarded b, Days Added by CO C. Total Days d. Days Charged e. Days Remaining Consent of Surety Affidavit of Bills Paid $2,916,021.70 $178,071.57 $3,094,093.27 $3,094,093.27 $3,094,093.27 $2,939,388.61 $154,704.66 $0.00 192 10 202 197 5 This document has been modified from its original form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel prior to its execution. C-620 Un0 Price Progress Estimate Progress Estimate CayS°"emO' 60593 Contractor's Application Contract Num. Pm (GO"" B Q: E. 4th Street/E. 1st Street On -Street Bicycle Improvements AVphwaon Namber_ 10 FINAL Applica(wn Period 03/25/2025 Applrcavon Date. 3/25/2025 .1 B C D E F G Item Balance to Fmtsh Estimated Quavaty Materials Presently Total Completed Bid Item No. DescnPtion Spectflcatiov Secaov No Meastvre Bid Qvavtlry Uvit Price Bid Value Installed Valve Previously Installed Value Value This Period Stored (not m C) and S( red) Date (F) CB - F) D+E B UNIT I: CSJ 090290-196 UNIT I: CSJ 0902-90-196 I 1 PREPARING ROW 01006002 STA 7000000 $1.118.00 $7,826.00 7.00000000 $7.826.00 $7.826.00II $7.826.0011100.0% 2 REMOVING CON 23,055.00 0000 5 REMOVI�NffGllC��(ONNC CjUii`RBB NO GIUTTER 01046022 LF 286 OOOOOU $14CCA $$3,990.00 34900000000ff $$4.88886.4bI $$4.8 60 1 $$4.8 6.06 122.5% -$$ 96.001 4 REMOVIIJGCONC��UF2B\ 01046021 LF 13500000U $14.0! $1.890.00 1636100000Offf $2.290.SifJ $2.2905QJJ $2.290.54ff 121.2%-$400.541 6 REMOVINGCONC .( AaJ xt„V�j/} 01046036 SV 150000000 $30.CA $4,500.00 3374100000QQQf1 $10,122.3)f $121223J $10.122.3QQQ1224.9% 45.622.301 1 8 FURNISHING AND G� BOIL ?2"1 01056006 SY CV 350001700 $$716Sac4 $3,000.00 36300000001 $2.577.30Q $2.5773iiJ $2.577.3QQ 103.716 $ 4 2301 9 BLOCK SODDING 01626002 SV 12500000, $67.4 $8,375.00 1250000000: $8.3710UJ $8.37.10 J $8.375.000J 100.0% I 10 FL BS CMP IN PLC YA GR1-21 ((6" 02478061 SV 635.09000 $1A(i! $11.430.00 6023000001� $15.8441� $15.84411 $15.844.14f 138.6%-$4.414.141 11 (,n�f(' ( CRG(P `/'1 0398001 SV 565.00000, $121.4 $68,36500 65412000000 $79,1485ff $79.1485fJ $79:148.5'1 115.8% $10.783.521 12 6&�L S /� T /- p�LEI (36 I I 0416 6032 LF 52.00000U $748.Cd $38,896.00 52 0000000r $38,896 01)) $38.89:Oif $38.896.0r 100.0% 13 RIPRAP (CO C)(41M 04326001 CV 5.0009U $56.0M $2,940D0 2600000� $1,5052tV�1/(J/)II� $31/5052iS $1,505.2i 512% $1,434.72 1 14 ADJUSTING MA HOLES If 16 BARRICADES.SIGNS AND TRAFFIC HANDLING 05026001 MO 5.000,01, $1$4,200.0- $21,000.00 50000000m $21,0000Ul $210000U $25,000.00 100.0% 17 F INSTALL) 05066038 LF 295.000OO1 $5.0� $1,475.00 29600000004 $1,475 OU $1 a]500 $1,475.00 100.0% 1a REM I �1FPJJyyjjDVE) 05066039 LF 295.000001, stZ $442.50 29500000004 $442511) 25U$442.5N 100.0% I ��'IItJSTL(8")05066040 LF 129.000OOU $4.00 $516.00 12900000000 $51621 $51600 $516.0a 100.0% 207i�(REMOVE) 05066043 LF 129.000OOU st 0 $129.00 12900000000 $12901)f $1290U $129.ON 100.0% 21 PEI.- '�41 05146016 LF 149.00000 $1]2.OU $251,120.OU 1451 70000000 $249,692.411f $249,69246 $249.692.4N 99.4% $1,427.601 22 COL{Jjj Fj(j jj �f �j) 05286002 SY 106.000BOU $140.0U $14,840.00 15237000000 $21,331.80) $21.331 SO $21,331.8: 143.7%-$6,491.80 23 COLIlDDDT iDDDD i:DN�li") 05286010 SY 23:01001 $146.OU $3.358.OU 82300000U $1,201.56) $1.20158 $1,201.5iY 35.8% $2,156.42 24 CO NC CURB B GUTTER (TY III 05296008 LF 295.00000U $46.0U $13,570.00 41962000000 $19,302.52)f $19.30252 $19,302.52 142.2%-$5,732521 25 CONC CURB (MOUNTABLE) 05296024 LF 710.00000, $69.0U $48,990.00 61420000000 $42,379.80),16000000 f $42.37980031.540: S42,379.80f 6.5% $11,6111201 BY 427.000B., 28 DRIVEWAYS CURB RAMPSA(TKV C4"I 05316W8 EA BY 591:01 a $3,700.OU $$3. 00.00 3250000000U $3, 00.0(IJJ $$3, OO.OUJ $31.540.SIf 54.9% $25.883.481 29 CURB RAMPS (TV ]) 0531 6010 EA i5.00000U $3.200.OU $48,000.00 15.000OOOOQJJ $48,000.OQff $48,000.0G $3.700.OQQ 100.0% 30 CURB RAMPS (TV 10) 0531 6013 EA 2 00090 $2,700.00 $5,400.00 2.00000000f $5,400.OQf J $48,000,0 100,091 33 CONDT VC H80 3" 9GREI 06186054 LF 585000000 $47.0d $27.495.0(NN 675.0000000 S31,725.0Q $31,725.0(1 $5.400.0� 115.4 1 31 REMOVE METAL BEAM GUARD FENCE 05426001 LF 35 000000 $Z00 $1,470.0(I $1.470.001 32 CONDT PVC. /SCR 801 3" 0618663 LF 280000000 $39.00 $10.920,0(� 305.0000000 $11,895.0 $11,885.0 $11.895.0 108.9%-$975.001 pn` f f J $31.725.0 f 115.4%-$4.230.001 34 ELEC L< NDR IJ0.10�� S� TEO 06206006 LF 79000000L'� $1.5� $1:115.0(N 790.000.00O $1,185.OQf $1, 185.0t1 $1.185.0Q 100.0% 35 ELEC CONDR I40.8 ARE 06206007 LF 96500000LI $2.5� $2.412.5(� 965.0000000 $2,412. $2,412.5! $2.412.5 100.0% 38 ELEC CONDR NG. INSULATED 06206010 LF 42500000LI $3,0� $1.275.0(� 425.0000000 ff $1,275. ff $1,275.0! $1.275.0 ff 100.0% 37 GROUN[R�@@(nj 7ryy fn� �j\2,� 27�.j�('/APRON 06246010 EA 900000LI $2,200.0� $19.800.OL� 90000000Qff $19.800.OItff $19.8000! $19.800.OQff 100.0% 38 IN SM �D�N U��A T VG�1�S!�Pl 0644 6001 EA 33 00000L $775.0! $25.575.0� 33 0000000Jf $25.575.OItf $25.575 0! $25.575.OQ1 100.0% 39 IN SM RD SN SUPBAM ((INST SIG'iJ ONLV) 06446067 EA 5 00000LI $27&0- $1,375.OLI 5 0000000QQff $1.375. 1 $1.375 0! $1.375.000ff 100.0% 40 RELOCATE SM RD SN SLP&AM(SIGN O(JLY) 06446075 EA 300000LI $750.0w $2250.0: 300011000Qff $2,250.00 $2.25000 $2.250.0Qf 100.0% 41 REMOVE SM RD SN SUPBAM 06446076 EA 20900LI $350.0� $700.0� 20001b00Jf $700.0� $7000! $700.OQI 100.0% 42 REMOVE SM RD SN SUPBAM fIGN ONLY) 06446/71 EA 20900LI $14&0- $290.0� 20000000 $.000 $2900! $290.0 100.0% 43 REFL PAV MRK TYI W �Dd4100MIL 06666018 LF 11060900LI $3.5! $3,871.0! 11060000000ff $3.8710! $3.87104 $3.871.0f 100.0% 44 REFL PAV MRK TY11a/ �DOY 100MIL 06666030 LF 45.0900LI $4.0! $180.0! 45900000Jf $18000 $18006J $i80.OQf 100.0% 45 REFL PAV MRK TY11^/ //SLD 100MIL 06666036 LF 2595.000OOLI $3.0! $7,785D! 25370000000f $7,611000 $7.6110U $7.611.0Jf 978% $174.001 46 REFL PAV MRK TYI ``PI�SL 100MIL 06666042 LF 440.000OOLI $9.0! $3,960D! 1480001X1001(f $1.3320� $1.3320! $1.332.01)f 336% $2.628.00 47 REFL PAV MRK TY Ir14 IS Ofi666048 LF 2440.00000LI $12.0� $29,280.0. 11230001X1001( $13,47600 $134760: $13' 76.01) 460% $15,804.00 48 REFL PAV MRK TY:(W)(ARROW)(100MILI Oft 6054 EA 22.00000CI $1MO: $3,850.0. 190000000U $3,32500 $,f 3250� $3,325.00 64% $525.00 49 REFLPAVMRKTY IREFL PAV MRK TY//(��Wy�XJWjjjRjOJXRj��JDN�)(�('1��0'7f0�Mp1�LL) Ofi666079 EA 86N3 EA .000OOCI $175.00 $1,400.0- 700000000 $1,22504)1 $'i22500 $1,225.00 875% $175.00 5111 REF PAV MRK TV I(W(18`IYLO'IHf)f1UUA41L1 0666099 EA 5.00000 $1 $�.OIN .00 $$375.0� 50000000U $$30501(J $�13]50: $$375.OU 100.0% 1 52 REFL PAVMRK TYI(WXBIKEARW)(100MIL) Ofi666" EA 37.00000LI $1MO: $6,475.0- 3700000000 $15,47501( $64]50� $6,4]5.00 100.0% 1 53 REFLPAVMRKT%W)(BIKE SVML)(100MIL) Ofi666111 EA 37.0.10� $350.O1r $12,950.0� 370000000U $12,9500 $119500n $12,950.00 100.0% 54 REFL PAV MRK TY II (W) 6" (BRK) 0" 6171 LF 95.00000: $2.5: $237.5- $237.50 55 RE FL PAV MRK TY 11(W) 6"(DOT) 06666172 LF 1106.00000d $0.10 $110.6m 111200000000 $111.2 $11120 $111.20 100.5% 40,60 56 RE FL PAV MRK TY II(W) 6"(SLD) 06666174 LF 20325.00000d $2.500JJ $50,812.5�- (,J $50,812.501 00000 59 REFL PAV MRK TY II(W182(SSLD)) 06666180 LF 2440.00000� $0.05JJ5� $$22.0'U�/JI, 21480000000U $1$7.4J�J $3814$1$0]4! 40 $1$0.4�J�J 33.6% $14.601 06666182 LF $38.1 610 REFL PAV MRK TY II(W1 (ARROW) 06666184 EA 2422.00000(� $40.000000 $2.OU/JI, $264.0'U�/JI, 719.900000U $22800� $228.0! $2280U/JI, 6.4% $36.001 R FL PAV MRK TY W) 7.00000000 84 63 REFL PAV MRK TY II(Wl(RR XINIG) 06666196 EA 2.00000(� $55.OUff $$10.011ff 2.000OOOOQJ $$ 0.0(7f1 $$ 0.0! $$ O.OUIf 000% $12001 64 REFL PAV MRK TY II (Wl 18" (VLD TRII 06666198 EA 5 0009[� $6.Of)ff $30.01/ff 5.000OOOOUff $30.OQff $30.0! $30.OQfI 100.0% 85 REFL PAV MRK TV II (W\)(BIKE ARROW) 06666200 EA 3700000[� $12.OtJ/JJ�/I,I, $444.01V�V///JJI,I, 37.000OOOOQff $444.OQff $444.0! $444.OQf1100.0% 6 REEL PAV MRK 67 REFL PAV MRK TY If(W\'B(SLEDSYMBOLI 066662066 02 LF 1443790 00000(` $$2.SUf $3 S444.011f 37.0000000QJ $444.UQ1 $444.01J $444.OQJ 10"0% I 25 68 REFL PAV MRKR TV -C it/6116007 EA 61 00000L $6.0tfj $366.01)ff 27.0000000 f1 $162.00ff $162.0UJJ $1620U)f $36.204:00 69 REFL PAV MRKR TY I -A -A 06726009 EA 201000000 $6.01�)/JI, $1,206.0Q/JI, 222.0000OOOQ/JI, $1,332.OIt/JI, $1,332.0GJ $1.332.OQf 04% $I26.00� 70 TRAFFIC E�ITr11[$n'yyfkS R4TLE DOMESI 067760067 16 LF 1459500000N S2$1.25ff $$8,243.75ff 143500000000Uf $98.9307.5Uf, $1s.250.:Jj $98.250.0Q7.9375 f 109.2% 48250.001 72 EUM EEuXTT PAV MRK && MRKS 18"1 25 06776003 LF 1651 00000( 1 $2.01(1 $3:302.OQI 69 0000000QI $1.378.OQI $1.378 OT', $$1.378,OQI 418.7% $1g924.001 This document has been modified fiom its ongmal f,m as av UCDC document and the user did not highlight the mod,ficaho"s. You are encouraged to read the document carefully and wnsult Legal Counsel I,, - to us execuv C-620 Unh Price Progress Estimate Progress Estimate CayS "a" 60593 Contractor's Application Contract Num. F°`(°°"a Q: E. 4th Street/E. 1st Street On -Street Bicycle Improvements Apphcatto" Namber- 10 FINAL Applicatwn Period 03/25/2025 Applrcahon Date. 3/25/2025 .1 B C D E F G Tl Completed °o Balan Io Fmtsh Bid Qvavtlry Uvit Pnce Bid Value Estimated Quavaty Value Previously Installed Value Value This Period Me[enah Presently d S and S(redjDate (F) Cce B-F) Btd Item No. DescnptioItnem Spectficatiov Sechov No Meastvre Installed Stored (votm C) D+E B 73 ELIM EXTPAV MR"K&MRK4./ 1i LF 7290000O1O100Od $S...OJ $3.645.0 1123..00000000 $5.615. I $5,615..001 $5...615.....O0 154...0% -$1.970....001 74 ELIMEXTPAVMRK&MRK 0676008 EA 3 OOOOOI $100.0( $300.00 3000000001 $300 $300.00 100.0% RD EA 5OOOOI $100.0( $500.00 6.000000001 $600.001 $600001 $ELIME600.00 120.0% -$100.0017506776012 6 ELIMEKE -o- 06776023 EA 1900000k $100( $1.9000 16000000001 $1,600.001 $1,600001 600.00 84.2% $300.001 E77 ELIM EXT PAV MRK&MARKS�\BIKSYMBOL 067]6025 EA 1900000d $100( $1.9000 16000000001 $1,600.001 $1,600001 $1.600.00 842 $3000 111 7 ELIM EXT PAV MRK & MRKRSPLOWABLE 067]6038 EA .40 000 $225 $5,490.00 2294 000000001 $5,161.501 $5161 501 $516SU94.0% $328500 80 P79 PAP F PA 06786002 0 6786004 LF LF 36016 000 26400000U $010 $010 $3.601.60 $264.00 35582000000001 2582 000000001 $3.558.201 $258.201 $3558201 $258201 $3.5518.2U 98.8% $25820 97.8% $43.401 $5801 82 PA 1. 067 6H8 LF 35 11oo� $ FF PAAARL 0678600 E 2.000000 2 $11.00 $ 4.00 19000000001 $22800 $228001 $228.OU 864% $36.001 PA yIN PAV/�Ss $12.00 $170.0o$ $5 $ $ $1200 PI.j8L1R1 F 06786022 EA 5.000000 $5.0. $25.00 5000000001 $2001 $2001 586 $25.0U 100.0%8 PAV 6 �� 06786026 EA 37.000000 $12.0- 44.00 37 000000001 $44400 $444 $44400 100.0% 8 PAiii 06786029 EA 37.00a $12.0- $44.00 37 000000001 $444 001 0001 $4440 $44400 100.0% 89 �j' INS' 06806011 EA 2.0000 $45.000.0- $90.000.00 2000000001 $90,000001 $90,000001 $90.000.00 100.0% 9 1E EH SG SEC 2jjjLEDGRRW1 0682601 EA 12.000000 $500.0. $6.000.00 12000000001 $6.000001 $6,000001 $6.000.00 100.0% S 0VEIGCLGR682602 EA 4.O000Oa $500. $2.000.00 4000000001 $2,000001 $2,000001 $2000.00 100.0% 9 VLE E 06826 EA 200000 $500.0. $6.000.00 12000000001 $6,000001 $6,000001 $6.000.00 100.0% VLAWI93 0626004 E 4.00Oa $500.0. $2.000.00 4000000001 $2,000001 $200001 $2000.00 100.0% VG�2LE ED) 826 FA 2OOOOU 1O $SOOOr $6.000.00 12000000001 60.0 $6,,0000 $4 60O0.00 100.0% VEH SIG SEC (12")LED(RED ARW) .6 260 EA 4OO $2,000.00 4000000001 0000 00 000 $0.r 2.1000% U FED SIG SEC(LEDNCOUNTDOWN) 068260018 EA 16.000 $850.0. $13,600.00 16000000001 $1 $13,0000 1000% BACKPLATE W/REFL BRDR(3 SECOVENT)ALUM 0682611 EA 16.000O $3.200.00 16000000001 01 3.0OO$30 2001 00 200.0100.0%9 9 TRF SIG CBL(TY A) 14 AWGV3 CONDR) 0646029 LF 2115:O00OO1 $25. $5,400.00 2160000000001 $5$640000 $5,400001 $5,400.00 100.0% 99 TRF SIG CBL(TYA)(14AWG)(5CONDR) 061460" LF 2U 05OOOO $30P $615.00 205.000000001 15. 001 $615.001 $615.00 100.0% 1 TRF SIG CBL(TY A)(114 AWG)(7 CONDR) 06846011 LF 490000 $4.00 $1,980.00 495000000001 $1,980.00I $1,98000I $1,980.00 100.0% I 10001 TRF SG CBL TY A)(4 AWG(12 CONDR) 06846038 LF 1185.000000 $4.00 $4.740.00 1185000000001 54.74000I $4,74000I $4.740.00 100.0% I 102 TRF SIG CBL(TY A)(14 AWG)(20 CONDR) Ofi846046 LF 445.000000 $9.00 $4.005.00 445000000001 $4,00500I $4,00500I $4.005.00 100.0% I 03 INS TRF SIG PL AM(S)l ARM(36')LUM 06866039 EA 1.000000 $22.000.00 $22.000.00 1000000001 $22,000OOI $22,00000I $22.000.00 100.0% I 104 INS TRF SIG PL AM(S)1 ARM(40') 16866MI EA 1000000 $22000.00 $22.000.00 1000000001 $22,000OOI $22.000.00 100.0% I 05 NS TRF SIG PL AM(S)1 ARM(40')LUM 06866043 EA 1000000 $24.000.00 $24,000.00 1.000000001 :22,000.00I 24,000.00I $24,000.00I $24.000.00 100.0% I 06 INS TRF SIG PL AM(S)1 ARM(48')LUM 06866051 EA 1000000 $26,000.00 $26,000.00 1.000000001 $26,000.00I $26,000.00I $26.000.00 100.0% I 107 PED POLE ASSEMBLY 06876001 EA 12.000000 $3,500.00 $42,000.00 12.000000001 $42,000.00I $42,000.00I $42,000.00 100.0% I 08 FED DETECT PUSH BUTTON(APS) 06886001 EA 16.000000 $1,000.00 $16,000.00 16000000001 $16,000.00I $16,00000I $16,000.00 100.0% I 109 REMOVAL OF GROUND BOXES 06906006 EA 8.000000 $400.00 $3.200.00 10000000001 $4,00000I $4,00000I $4.000.00 125.0% -$800.00I 10 REMOVAL OF PEDESTRIAN PUSH BUTTONS O1906030 EA 16.000000 $135.00 $2.160.00 16000000001 12.16000 $2,16000I $2.160.00 100.0% 11 REMOVAL OF SIGNAL POLE ASSM 0690601. EA 4.000000 $3.200.00 $12.800.00 4000000001 $12.80000 $12,800 OO $12.800.00 100.0% I 12 REMOVE FED POLE ASSM '6906019 EA 4000000 $1.800.00 $7.200.00 4000000001 $7,20000I $7,20000I $7.200.00 100.0% I 113 PORTABLE CHANGEABLE MESSAGE SIGN 6001600, DAY 20000000 $6200 $1.240.00 7000000001 $434.00I $43400I $434.00 35.0% $806.00I 14 CONDUIT (PREPARE) 611 6103 LF 170000000 $18.00 $3,060.00 170.000000001 $3,060.00I $3,060.00I $3.060.00 100.0% I 115 VIDEO IMAGING AND RAD VEH DETECTION SYS 60836001 EA 2000000 W.000.00 $96,000.00 2.000000001 $96.000.00I $96,000.00I $96.000.00 100.0% I UNIT II: CSJ 0802-90-195 UNIT II: CSJ 0902-90-195 1 PREPARING ROW 01006002 STA 4.000000 $2.000.00 $8.000.00 400000000 $8,00000 $8.000001 $8.000.00 100.0% 2 REMOVING CONC(PAV) 01046001 SY 385000000 $6.00 $10.780.00 386330000001 $10,817.24I $10,81724I $10.817.24 100.3% -S37.241 3 REMOVI NG CONC (CURB) 01046021 LF 70000000 $13.00 $910.00 40.000000001 $520.00I $520.00I $520.00 57.1% $390.00I 4 REMOVI NGCONC(CURB AND GUTTER) 01046022 LF 11100/000 $13.00 $2.535.00 290.20000000l $3.772.60I $3,772.60I $3.772.60 148.8% -$1.237.60I 5 REMOVING CONC(SIDEWALK OR RAMP) 01046036 BY 240.000000 $28.00 $6,720.00 300.545000001 $8,415.26I $8,415.261 $8,415.26 125.2% -$1,695.26I 6 FURNISHING AND PLACING TOPSOIL 01606005 CY 6.000000 $350.00 $2,100.00 1 1 $2,100.00I 7 BLOCK SODDING 01626W2 BY 30.000000 $90.00 $2.700.00 30000000001 $2.70000I $2,70000 $2.700.00 100.0% 8 FL BS (CMP IN PLC)(TYA GR1-2) (6') 0247 6061 BY 265.000000 $17.00 $4.505.00 432 289900001 $7.348 931 $7,348 93I $7.348.93 163.1% -$2.843.931 9 CONC PVMT (CONY REINF-CRCP)(7') 03606001 SY 240.000000 $110.00 $26.400.00 197110000001 $21,68210I $21.68210I $21.682.10 821% $4.717.90I 10 DRILL SHAFT (TRF SIG POLE)(36 IN) M166032 LF 26000000 $700.00 $18,200.00 26000000001 $18.20000I $18,20000I $18.200.00 100.0% 1 MOBILIZATION 05006001 LS 0500000 $150.000.00 $75.000.00 0500000001 $75.000.00I $75,000OOI $75.000.00 100.0% 12 BARRICADES, SIGNS AND TRAFFIC HANDLING 05026001 MO 4000000 $4.100.00 $16,400.00 4.000000001 $1S400.00I $16,400.00I $16.400.00 100.0% 3 TEMP SEDMT CONT FENCE INSTALL) 05066039 LF 190 000000 $4.50 $855.00 190.000000001 $855.00I $855.00I $855.10 110.0% I 14 TEMP SEDMT CONT FENCE REMOVE) 05066039 LF 190.000000 $1.50 $285.00 190.000000001 $285.00 $285.00I $265.00 100.0% I 5 SIODEG EROSN CONT LOGS (INSTL) IS') 0506 6.,1 LF 54.000000 $4.00 $216.00 54 000000001 $216O0I $216 00I $216.00 100.0% I 16 BIODEG EROSN CONT LOGS (REMOVE) 01166M3 LF 54.000000 $1.00 $54.00 54000000001 $5400I $5400I $54.00 100.0% I 7 PERM CTB(FSHAPE)(TY 4) 05146016 LF 2690.000000 $165.00 5443.850.00 1037000000001 $171,105001 $171,105001 $171.105.00 386% $272.745.00I This document has been mdified fits original frm as av EICDC docutnem and the user did not highlight the mod,ficahons. You are ....... ged t. read tb, document carefully and w.wlt Legal Counsel prw Io ns execution. C-620 Unit Price Progress Estimate Progress Estimate CayS "a" 60593 Contractor's Application C.-, Num. Fm(°°nt Q: E. 4th Street/E. 1st Street On -Street Bicycle Improvements Apph-m Namber_ 10 FINAL Applica(wn Period 03/25/2025 Date. 3/25/2025 .1 B C D E F G Item TdW Completed Balance to Fmtsh U.of Bid Qvantlry Uvit Pnce Bid Value Estimated Quavaty Value Previously Installed Value Mete als Preeeatly Value This Period and Stored to Date (F) (B-F) Bid Item No. DaecnPtion Spectficatiov Secbov No Measure Installed Stored(votm C) (D+E) B 18 COLORED TEXTURED CONC(6") 05286002 BY 62.000000 $150.00 $9.301.10 69.24000000 $10,386.00 $10.386.00 $10,386.00 111.7% -$1,086.001 19 COLORED TEXTURED CONC (7") 05286010 SY 28.000000 $158.00 $4,424.00 5021000000 $7,933.18 $7.93318 $7,933.18 179.3% -$3,509.181 20 CONIC CURB & GUTTER (T 11) 05296008 LF 180.000000 $70.00 $12,600.00 14010000000 $9,80700 $9,80700 $9,807.00 778% $2,793.001 21 CONIC CURB (MOUNTABLE) 05296024 LF 350.000000 $65.00 $22,750.00 41385000000 $26,90025 $26,90025 $26,900.26 118.2% -$4,150.251 2p CONC SIDEWALKS(4') 05316001 BY 195.000000 $95.00 $18,525.00 20538000000 $19,51110 $19.51110 $19,511.10 105.3% -$986.101 23 CURB RAMPS (TV 1) 05316004 EA 1000000 $3.000.00 $3.000.00 100000000 $3,00000 $3.00000 $3.000.00 100.0% 1 24 CURB RAMPS (TY 7) 0531 6010 EA 9000000 $3.000.00 $27.000.00 900000000 $27,000.00 $27.000 00 $27.000.00 100.0% 1 25 CONIC SIDEWALK(SPECIAL)(RETAINING WALL) 05316057 SF 128000000 $250.00 $32,000.00 128.00000000 S32,000.00 $32.000.00 $32.000.00 100.0% 1 28 REPLACE LUMINAIRE W/LED(150W ED) 06106101 EA 4000000 $1,100.00 $4,400.00 4.00000000 $4.400.00 $4.400.00 $4,400.00 100.0% 1 27 CONDT (PVC) (SCH 80) (2") 06186M LF 35.000000 $32.00 $1,120.00 135.00000000 $4,320.00 $4.320.00 $4,320.00 385.7% -$3,200.001 28 CONDT (PVC)(SCH80)(3") 06196053 LF 220.000000 $37.00 $8,140.00 22000000000 $8,140.00 $8.14000 $8,140.00 100.0% 1 29 CONDT (PVC) (SCH 80)(3")(BORE) 06186054 LF 85.000000 $45.00 $3,825.00 8500000000 $3,82500 $3,82500 $3,825.00 100.0% 1 30 ELEC CONDR(NO.10) INSULATED 06206006 LF 630.000000 $1.50 $945.00 63000000000 $94500 $94500 $945.00 100.0% 1 31 ELEC CONDIR (N0.8) BARE 06206007 LF 350.000000 $2.50 $875.00 77000000000 $1,92500 $1.92500 $1.925.00 220.0% -$1.050.001 32 ELEC CONDRJNo.6) BARE 06206009 LF 30000000 $&00 $90.00 3000000000 $90.00 $9000 $90.00 100.0% 1 33 GROUND BOXTYD(162922)W/APRON 06246010 EA 7000000 $2.500.00 $17,500.00 700000000 $17,500.00 $17.50000 $17.500.00 100.0% 34 ELC SRV TY 1) 1211240060(NS)$S(E)PS(U) 06286144 EA 1000000 $12.500.00 $12,500.00 1.00000000 $12,500.00 $12,500.00 $12.500.00 100.0% 35 IN SM RD SN SUP&AMTY OBWG(1)SA(P) 06446001 EA 21.000000 $700.00 $14,700.00 21.00000000 $14,700.00 $14.700.00 $14.700.00 100.0% 36 IN SM RD SN SUPBAM {INST SIGN ONLY) 06446067 EA 2.000000 $300.00 $600.00 200000000 $600.00 $600 00 $600.00 100.0% 37 REFL PAV MRK TY I ( )fi"(DOT)(100MIL) 161660" LF 130.000000 $3.00 $390.00 657 00000000 $1,971 00 $1,971 00 $1,971.00 505.4% -$1,581.001 38 REFL PAV MRK TYI(W)8"(DOT)(100MIL) 06666030 LF 27.000000 $4.00 $108.00 2700000000 $10800 $10800 $108.00 100.0% 1 39 REFL PAV MRK TYI(W)8"(SLD)(100MIL) 06666036 LF 2453.000000 $3.00 $7,359.00 209300000000 $6,27900 $6,27900 $6,279.00 853% $1,080.001 40 REFL PAV MRK TY: (W)241SLD)(100MI L) 06666048 LF 1420000000 $13.00 $18.460.00 75200000000 $9,77600 $9,77600 $9.776.00 530% $8.684.001 41 REFLPAVMRKTY(WXARROW)(100MIL) 06666054 EA 16000000 $180.00 $2.880.00 1000000000 $1,800.00 $1,80000 $1.800.00 62.5% $1.080.001 42 REFL PAV MRK TY:(W)(WORD)(100MIL) 06666078 EA 8000000 $180.00 $1,440.00 4.00000000 $720.00 $720.00 $720.00 50.0% $720.001 43 REFLPAVMRKTYI(W)(BIKEARW)(100MIL) 06666105 EA 23000000 $160.00 $3,680.00 24.00000000 $3.840.00 $3.840.00 $3,840.00 104.3% -$160.001 44 REFL PAV MRK TY I(W)(SIKE SYML)(100MIL) 06666111 EA 23.000000 $350.00 $8,050.00 24,00000000 $8,400.00 $8.400.00 $8,400.00 104.3% -$350.001 45 REFL PAV MRK TY II(W) 6"(BRK) 16166 16166]1 L 215.000000 $2.50 $537.50 $537.501 46 REFL PAVMRKTYII(W)6"(DOT) 0666 6112 LF 130.000000 $3.50 $465.00 110 00000000 $38500 $38500 $385.00 846% $70.001 TW647 REFLPAV MRK "SLD) 06666174 LF 17565.000000 $2.50 $43,912.50 $43,912.501 48 REFL PAV MRK TY II (W) 8" (DOT) 0666 6176 LF 27.000000 $0.05 $1.35 657 00000000 $32 85 $32 85 $32.85 2433 3% -$31.501 49 REFL PAV MIRK II(W)8"(SLD) 06666178 LF 2453000000 $0.05 $122.65 209300000000 $104.65 $104.65 $104.65 85.3% $18.001 50 REFL PAV MRK TY II (W) 24" (SLD) 166' 6182 :4 LF 1420 000000 $0.05 $71.00 752 00000000 $37.60 $37.60 $37.60 53.0 % $33.401 51 REFL PAV MRK TY II (W)(ARROW) 06" EA 16000000 $12.00 $192.00 10.00000000 $120,00 $120.00 $120.00 62.5% $72.001 52 REFLPAVMRKTY II(W)(WORD) 06666192 EA 8.000000 $12.00 $96.00 $96.001 53 REFL PAV MRK TY 11(W)(BIKE ARROW) 061662" EA 23.000000 $12.00 $276.00 2400000000 $288.00 $28800 $288.00 104.3% -$12.001 $q REFL PAV MRK TYII(W)(BIKE SYMBOL) 06666202 EA 23.0.000 $12.00 $276.00 2400000000 $28800 $28800 $288.00 104.3% -$12.001 55 REFL PAV MRK TY II (Y) 6' (SLD) 0666 6210 LF 10150.000000 $2.50 $25,375.00 $25,375.001 S6 REFL PAV MRKR TY -C 1612 600] FA 66.000000 $6.00 $396.00 27 00000000 $162 00 $162 00 $162.00 40 9% $234.001 57 REFL PAV MRKR TY I -A -A 0612 6009 EA 160 000000 $6.00 $960.00 160 00000000 $960 00 $960 00 $960.00 100.0% 1 58 TRAFFIC BUTTON TY W(TURTLE DOMES) 06726016 EA 452000000 $250.00 $113.000.00 45200000000 $113,000.00 $113.00000 $113.000.00 100.0% 1 59 ELIM EXT PAV MRK & MRKS (4") 0677 6001 LF 5240 000000 $1.00 $5,240.00 3546.00000000 $3,546.00 $3.546.00 $3.546.00 67.7 % $1.694.001 60 ELIM EXT PAV MRK & MRKS (8") 0677 6003 LF 791 000000 $2.00 $1,582.00 20.00000000 $40.00 $40.00 $40.00 2.5% $1.542.00 1 ii ELIM EXT PAV MRK & MRKS (24") 06776007 LF 74 .00000 0 $5.00 $3,740.00 290,00000000 $1,450.00 $1.450.00 $1,450.00 38.8% $2.290.001 62 ELIM EXT PAV MRK & MRKS (ARROW) 06776008 EA 1:.0.000 $100.00 $1,500.00 1500000000 $1,500.00 $1.50000 $1,500.00 100.0% 63 ELIM EXT PAV MRK & MRKS (WORD) 0677 6012 EA 7.000000 $100.00 $700.00 700000000 $700 00 $700 00 $700.00 100.0% 64 ELIM EXT PAV MRK& MARKS (BIKE ARROW) 06776023 EA 2.000000 $100.00 $200.00 200000000 $20000 $20000 $200.00 100.0% 65 ELIM EXT PAV MIRK & MARKSJBIKE SYMBOL) 06776025 EA 2.000000 $100.00 $200.00 200000000 $20000 $20000 $200.00 100.0% 66 ELIM EXT PAV MRK & MRKRS PLOWABLE RPMS) 0677 6038 EA 1994 000000 $2.00 $3.988.00 3013 00000000 $6,026.00 $6.026 00 $6.026.00 151.1% -$2.038.001 67 PAV SURF PREP FOR MRK (6") 06786002 LF 28060 000000 $0.05 $1,403.00 28719.00000000 $1,435.95 $1.435.95 $1,435.95 102.3% -S32.951 68 PAV SURF PREP FOR MRK (8") 06786004 LF 2480 000000 $0.05 $124.00 2120.00000000 $106.00 $106.00 $106.00 115.5% $18.001 69 PAV SURF PREP FOR MRK 24") '6786008 LF 2035.000000 $0.05 $101.75 752.00000000 $37.60 $37.60 $37.60 37.0% $64.151 70 PAV SURF PREP FOR MRK ARROW) 06786009 EA 16.000000 $12.00 $192.00 1600000000 $19200 $19200 $192.00 100.0% 1 71 PAV SURF PREP FOR MRK WORD) 06786016 EA B.000000 $12.00 $96.00 8 00000000 $96.00 $96 00 $96.00 100.0% 1 72 PAV SURF PREP FOR MRK BIKE ARROW) /6186016 EA 23.000000 $12.00 $276.00 2300000000 $27600 $27600 $276.00 100.0% 1 73 PAV SURF PREP FOR MRK BIKE SYMBOL) 06786028 FA 23.000000 $12.00 $276.00 23 00000000 $27600 $27600 $276.00 100.0% 1 74 INSTALL HWY TRF SIG(FLASH BEACON) 06806001 EA 1000000 $95.000.00 $95.000.00 100000000 $95,00000 $95.00000 $95.000.00 100.0% 1 75 INSTALL HWY TRF SIG (UPGRADE) 06806011 EA 1000000 $22.000.00 $22.000.00 100000000 $22,000.00 $22.00000 $22.000.00 100.0% 1 76 VEH SIG SEC (12")LED(GRN) 06826001 EA 2 000000 $500.00 $1,000.00 2.00000000 $1,000.00 $1.000.00 $1.000.00 100.0% 1 This document has been vaodified fiom its original fm. as m EICDC docutnem and the user did not highlight the mod,ficahoas. You are.....raged t. read tb, document carefully and w.wIt Legal Counsel prw -I, execuv C-620 Unit Price Progress Estimate Progress Estimate 0ity$,C" 60593 Contractor's Application Convect Num. For(°°ntmm)° E. 4th Street/E. 1st Street On -Street Bicycle Improvements Apph-m Namber_ 10 FINAL Applica(wn Period 03/25/2025 Apphcanon Date. 3/25/2025 A B C D E P G Item Total Completed °o Balance W Fmteh Umt of Bid Q-ty Uolt Price Bid Value Estimated Quaanty Vnlac Previously lnstalled Value ---al, Preseatly Value This Period and Stored W Date (F) CB-F) Btdltem No. Dc ptio" Spectficatio"Secttoa No Measure Installed Stored(aotm C) (D+E) B 77 VEH SIG SEC (12")LED(YEL) 06826003 FA 7.000000 $500.00 $3,500.00 7.00000000 $3,500.00 $3,500.00 $3,500.00 100.0% $6,00000 $6,000.00 100.0% 7�EH SIG SEC(12")LED(RED) 6826005 FA 12.000000 $500.00 $6,000.00 1200000000 $6,000.00 $1,80000 $1,800.00 100.0% 79 PED SIG SEC(LED)(COUNTDOWN) 6826018 EA 2.000000 $900.00 $1,800.00 200000000 $1,800.00 80 BACKPLATE W/REFL BRDR(3 SEC)ALUM 6826051 EA 7.000000 $209.00 $1,463.00 700000000 $1,46300 $1.46300 $1,463.00 100.0% 81_RFSIGCBL(TY A)(14 AWG)(3 CONDR) 6446029 LF 1580,000000 $2.50 $3,950.00 1580 00000000 $3,95000 $3.95000 $15000 $3,950.00 100.0% $150.00 250.0% _$90.00 8�RF SIG CBL(TY A)(14 AWG)(5 CONDR) 6846031 LF 20,000000 $3.00 $60.00 5000000000 $15000 83 ___'TRF SIG CBL(TY A)(14 AWG)(7 CONDR) 6846033 LF 265000000 $4.00 $1,020.00 25500000000 $1,020.00 $1,02000 $1,020.00 100.0% 84 RF SIG CBL(TY A)(14 AWG)(12 CONDR) 68 66038 LF 360000000 $4.00 $1,400.00 350.00000000 $1,400.00 $1,400.00 $1,400.00 100.0% 85 `FRFSIG CBL(TY A)(14 AWG)(20 CONDR) 6846046 LF 160000000 $9.00 $1,440.00 160.00000000 $1,440.00 $1,440.00 $1,440.00 100.0% 1.00000000 100000000 S25,324.00 100.0% 86 INS TRF SIG PL AM(S)l ARM(36')LUM 68 66039 EA 1.000000 $25,324.00 $25,324.00 $25,324.00 $26,833.00 $25,324.00 87 INS TRF SIG PL AM(S)l ARM(40')LUM 6866143 EA 1.000000 $26,833.00 $26,833.00 $26,83300 $26,833.00 100.0% 88 PED POLE ASSEMBLY 6876001 EA 9.000000 $3,878.00 $34,902.00 900000000 $34,90200 $34,90200 $34,902.00 100.0% 89 PED DETECT PUSH BUTTON (APB) 6986001 EA 9.000000 $1,105.00 $9,945.00 1000000000 $11,05000 $11.05000 $11,050.00 111.1% 41,105.00 90 REMOVAL OF GROUND BOXES 6906006 EA 4,000000 $419.00 $1,676.00 400000000 $1,67600 $1,67600 $1,676.00 100.0% 91 PORTABLE CHANGEABLE MESSAGE SIGN 0016001 DAY 20000000 $67.00 $1,340.00 700000000 $469.00 $46900 $469.00 35.0% $871.00 92 CCTV FIELD EQUIPMENT (DIGITAL) O106002 FA 1000000 $7,000.00 $7,000.00 100000000 $7,000.00 $7,00000 $7,000.00 100.0% 93 CCTV MOUNT (POLE) 0106004 FA 1000000 $830.00 SB30.00 1.00000000 365.00000000 100000000 $830.00 $7,300.00 $42,000.00 $830.00 $7,300.00 $42,00000 $830.00 100.0% $7,300.00 100.0% $42,000.00 100.0% 94 CONDUIT (PREPARE) 0276003 LF 365.000000 $20.00 $7,300.00 95'IVDSCAM ASSY 360 3066004 EA 1.000000 $42,000.00 $42,000.00 96 'VIVDS CABLING 3066W7 LF 170.000000 $3.50 $595.00 17000000000 $595.00 $59500 $595.00 100.0% Totals $2,916,021.70 $2,472,407.47 $2,472,407.47 $2,472,407.47 848% $44.3,614.231 This document has been aaodified fiom its original Wrm es m EICDC docutne t and the user did not highlight the mod,ficaho"s. You are encouraged W read the document carefully and wnsult Legal Counsel I,, - to us execuu C-620 Change Order Progress Estimate Construction Allowance Usage ADDITIONS For (contract) E. 4th Street/E.1st Street On -Street Bicycle Improvements City Secretary 102601 cnn m Num: 60593 Application Penod: 03/25/2025 A Item Item Number Descnptiov Tofah B C D Specification Unit of Quantity to Add Unit Price Addition Value Estimated Quantity Value Section No. Measure Installed Previously Value This Installed Valve Penod This document has been modified fiom its ongival form as av EJCDC document and the user did not highlight the modifications. You are encouraged to read the document cmeflly and consult Legal Counsel prior to its execution. Contractor's Application eppi—mri numeer 10 FINAL Avalicatmv Date: 3/25/2025 E F Total Completed / Balance to Fimsh Materials and Storad to Data (F) (B - F) Stored (not1 it, n C) (D I E) B C-620 Change Order Progress Estimate Construction Allowance Usage CONSTRUCTION ALLOWANCE ITEMS TO BE REDUCED For (contract): 102601 E. 4th Street/E. 1st Street On -Street Bicycle Improvements Application Penod: 03/25/2025 A E C � ltcm Bid Item Number Dcscnption Sp —lie hon Unit of Quantity to Delete Unit Price Reduction Value Not Used Section No. Measure Totals Contractor's Application Mohcanon Number: 10 FINAL noalicatuin Date: 3/25/2025 D E F Not Used Not Used Not Used Not Used Not Used Not Used Not Used This document has been modified 6om its onginal form as an EJCDC document and the user did not highlight the modifications. You are eneomaged to read the document carefully and consult Legal Counsel prior to its execution. C-620 Change Order Progress Estimate Change Order Number ADDITIONS IFor (contract): 102601 E. 4th Street/E. 1st Street On -Street Bicycle Improvements Appl"anon Period: 03/25/2025 A Item Change Order Item No De smpnw INIT I CS10902-90-l' UNIT 1: CS10902-90-196 I 1-2 0104 6001 REMOVE CONC (PAY) I 1-5 0104 6022 REMOVE CONC (CURB AND GUTTER) I 1-6 01046036 REMOVING CONC(SmEWALK OR RAMP) I-10 0247 6061 FL BS (CMP IN PLC) (TY A GRI-2) W-) I 1-26 05306004 DRIVEWAYS (CONC) I 1-27 0531 6001 CONC. SIDEWALKS W-) I 1-29 05316010 CURB RAMPS (TY 7) I 1-32 0618 6053 CONDT (PVC) (SCH 80) (3") I 1-116 0620 6009 ELEC CONDR (NO. 6) BARE I 1-104 0684 6038 TRAFFIC SIG CBL (TY A) (14 AWG)(12 CONDR) I 1-117 0684 6046 TRF SIG CBL (TY A) (14 AWG) (20 CONDR) I 1-107 0687 6001 PED POLE ASSEMBLY I 1-11 0360 6001 CONC PVMT (CONT REINF-CROP) (7) I 1-118 0545 6006 CRASH CUSH ATTEN HNSTLXL)(N)(TL2) I 1-119 0666 6171 PREFL PAY MRK TY I (W) 6" (IRK) I-120 06666171 PREFL PAY MRK TYB(W) 6"(BRK) I 1-121 0666 6174 REFL PAV MARK TY 1 (W) 6" (SLD) I 1-122 0666 6174 REFL PAV MARK TY B (W) 6" (SLD) I 1-123 0666 6210 REFL PAV MRK TY I (Y) 6" SLD I 1-124 0666 6210 REFL PAV MRK TY B (Y) 6" SLD I INIT B: CSJ 0902-90-1 UNIT B: CSJ 0902-90-195 I U-97 0105 6092 REMOVING STAB BASE AND ASPH PAV (5"-8") I U-98 0247 6219 FL BS (COMP IN PLC) (TYP A GR-1-2) (9") I U-99 0528 6002 COLOR TEXTURED CONCRETE (6") B-100 0529 6002 CONC CRUB (TY M (8") I 11-101 0545 6006 CRASH CUSH ATTEN HN1TLXL)-(TL2) I U-39 0666 6036 REFL PAV MAR TYP I (W) 8" (SLD) 000MB ) I 1149 0666 6178 REFL PAV MRK TY B (W) 8" (SLD) I B-58 0672 6016 TRAFFIC BUTTON TY W (TURTLE DOMES) I B-68 0678 6004 PAV SURF PREP FOR MRK (8") I .1. 0666 6171 PREFL PAV MRK TY I (W) 6" (IRK) I 11-103 0666 6171 PREFL PAV MRK TY B (W) 6" (BRK) .1. 0666 6174 REFL PAV MARK TY 1 (W) 6" (SLD) R-105 0666 6174 REFL PAV MARK TY B (W) 6" (SLD) B-106 0666 6210 REFL PAV MRK TY I (Y) 6" SLD 11-107 I I I I I I I 0666 6210 REFL PAV MRK TY B (Y) 6" SLD I I I I I I I Tnrnla 1 City secretary 60593 Contract Num: B C Addition Estimated Quantity Specification Unit of CO Quantity to Add Unit Price Change Order Installed Section No. Measure Value SY 143.00000000 $29.00 $4.147. LF 160,00000000 $14.00 $2.240.0 SY 130,00000000 $30.00 $3.900.0 SY 410,00000000 $18.00 $7.380.0 SY 400,00000000 $20.00 $8.000.0 SY 110,00000000 $97.00 $10.670.0 EA 1.00000000 $3.200.00 $3.200.0 LF 25,00000000 $39.00 $975.0 LF 25,00000000 $2.50 $62.5 LF 225,00000000 S4.00 $900.0 LF 590,00000000 $9.00 $5.310.0 EA 1.00000000 $3.50000 $3.500.0 SY 43 00000000 $121 00 $5.203.0 EA 2.00000000 $33.008 55 $66.017.1 LF 95 00000000 $2 40 $228.0 LF 95 00000000 $0 10 $9.5 LF 20325.00000000 $2.40 $48.780.0 LF 20325.00000000 $0.10 $2.032.5 LF 14490.00000000 $2.40 $34.776.0 LF 14490.00000000 $0.10 $1.449.0 SY 803.00000000 $42.30 $33.966.S SY 269.00000000 $49.28 $13.256.1 SY 269,00000000 $140.00 $37.660.( LF 2405.00000000 $60.00 $144.300.( EA 2.00000000 $33.008.55 $66.017.1 LF 124,00000000 $3.00 $372.1 LF 124,00000000 $0.05 $6.: EA 33.00000000 $250.00 $8.2501 LF 124.00000000 $0.05 $6.: LF 215 00000000 $2 35 $505.1 LF 215 00000000 $0 15 $32.: LF 17565.00000000 $2 40 $42.156.( LF 17565.00000000 $0 10 $1.756.`. LF 10150.00000000 $2.40 $24.360.( LF 10150.00000000 $0.10 $1.015.( 9k,1 r{LR Contractor's Application Application Number: 10 FINAL Auplicatmn Dare: 3/25/2025 D E F Total Completed % Balance to FinishPreviously Value This Materials Presently Vance n,ac tied vatne Perioa stored (not in Q aria st-d(D (DIE) )Dare (F) B - F) E) B 00 0 0 0 0 0 0 1.00000000 $3200.00 $3,200.00 0 25.00000000 $975.00 $975.00 0 25.00000000 $62.50 $62,50 0 225.00000000 $900.00 $900.00 0 590.00000000 $5310.00 $5,310.00 0 1,00000000 $3500.00 $3,50000 0 4.86000000 $588.06 $58806 0 200000000 $66017.10 $66,01710 0 93.00000000 $223.20 $223 20 0 93.00000000 $9.30 $9.30 0 20091,00000000 $48 218.40 S48 218.40 0 20091,00000000 $2009.10 $2,009,10 0 13873,00000000 $33 295.20 $33,295.20 0 1387300000000 $1387.30 $1,38730 1 803.00000000 $33966.90 $33,966.90 269.00000000 $13256.32 $13256.32 1 260.00000000 $36400.00 $36400.00 1 2382,00000000 $142.920.001 $142,920.00 1 2,00000000 $66 017.10 $66 017.10 1 122.00000000 $366.00 $366.00 1 122.00000000 $6.10 $6 10 1 33.00000000 $8250.00 $8,25000 1 122.00000000 $6.10 $6 10 207.00000000 $486.45 $486 45 207.00000000 $31.05 $31 05 1 18208 00000000 $43 699.20 $43,699 20 1 1820800000000 $1820.80 $1,820.80 1 8222.00000000 $19732.80 $19732.80 1 8222,00000000 $822.20 $822.20 $533.476.18 $533A76.18 This document has been modified fiom its original form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel prior to its execution. $3.200.00 100.0% $975.00 100.0% $62.50 100.0% $900.00 100.0% $5.310.00 100.0% $3,500.00 100.0% $588 06 I1 3 % $66.01710 100.0% $223 20 97 9% $9.30 97.9% S48.218.40 98.8% $2.009.10 98.8% $33.295.20 95.7% $1.387.30 95.7% $33.966.90 100.0% $13.256.32 100.0% $36.400.00 96.7% $142.920.00 99.0% $66.017.10 100.0% $366.00 98.4% $6.10 98.4% $8.250.00 100.0% $6.10 984% $486 45 96 3% $31 05 96 3% $43.699.20 103.7% SL820.80 103.7% $19.732.80 81.0% $822.20 81.0% $533A76.18 91.6% I ,t it :t it t t {{f:R1i41<!I This document has been modified fiom its original form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel prior to its execution. $3.200.00 100.0% $975.00 100.0% $62.50 100.0% $900.00 100.0% $5.310.00 100.0% $3,500.00 100.0% $588 06 I1 3 % $66.01710 100.0% $223 20 97 9% $9.30 97.9% S48.218.40 98.8% $2.009.10 98.8% $33.295.20 95.7% $1.387.30 95.7% $33.966.90 100.0% $13.256.32 100.0% $36.400.00 96.7% $142.920.00 99.0% $66.017.10 100.0% $366.00 98.4% $6.10 98.4% $8.250.00 100.0% $6.10 984% $486 45 96 3% $31 05 96 3% $43.699.20 103.7% SL820.80 103.7% $19.732.80 81.0% $822.20 81.0% $533A76.18 91.6% I ,t it :t it t t {{f:R1i41<!I C-620 Change Order Progress Estimate Change Order Number 1 1 DELETIONS Far (contract): 102601 E. 4th Street/E. 1st Street On -Street Bicycle Improvements Application Period 03/25/2025 I he Change Order Item No. Description INIT I CS10902-90-1' UNIT I CS�10902-90�-196 1-1 DVEWAY) � 77j�NI-36 I III ,101� 0 SUATED 1-5 6 ) I I-56 0666 6174 REFL PAV MARK TY Q 6'/)p�'LDI I I-67 0666 6210 REFL PAV' K L� I I-98 0684 6029 TRF SIG Cr4'�(3 CONDRI I INIT Q: CSJ 0902-90-111UNtT Q: CSJ 0902-90-195 Q-17 I Q-05 05146016 PERM CTB/`F SFfeVE) ( 4) 0666 6171 PR FL PAV MRK TY Q I Q-47 0666 6174 REFL PAV MARK TY Q b ) I Q-55 0666 6210 REFL I I I I I Totals A B C CO to Deletion Spec�ficahon Unit of tion SecNo. Measure Delete e Unit Price Change Order Not Used Value SY 395.00000000 $29.06 $11.455. SY 395 00000000 $20 00 S7, 900.00 LF 210.00000000 S3.06 630.00 LF 95 00000000 S2.50 $237 5 LF 20325.00000000 S2.56 $50.812.50 LF 14490 00000000 S2.50 $36 225 0 LF 320.00000000 S2.56 �800.00 LF 1631.00000000 $16500 S269115.0 J LF 215. 00000000 S2.56 f537.56J LF 17565M 00000 S2 50 $43 912.50 LF 10,50.00000000 S2.56 $25.375.06 $447.000.04 Contractor's Application Application Number: 10 FINAL Applicanou Date 3/25/2025 D E F Not Used Not Used Not Used Not Used Not Used Not Used Not Used This document has been modified fiom its original form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel prior W its execution. C-620 Change Order Progress Estimate Change Order Number IFor (contract): 102601 E. 4th Street/E. 1st Street On -Street Appheation Penod: A Item Change Order Item No. Descnpfion INTFI CS10902-90-1 UNIT CS10902-90-196 1-125 450 6048 RAIL (HANDRAIL) (TV B) 1-126 668 6128 PREFAB PAV MRK TY C (ORN) (SLD) (BLACK) 1-2 01046001 REMOVE CONC(PAV) L-11 0360-6001 CONC PVMT WONT REINF - CRUM (71 1-121 0666 6174 REFL PAV MARK TY I (W) 6" (SLD) 1-122 06666174 REFL PAV MARK TY If(W)6"(SLD) 1VIT B: CS10902-90-1 UNIT B: CSJ 0902-90-195 B-108 668 6128 PREFAB PAV MRK TY C (GRN) (SLD) (BLOCK) 11-39 0666 6036 REFL PAV MARK TYP I (W) 8" (SLD) (100MIL) 11-09 06666178 REFL PAV MAR TYB(W) 8"(SLD) 11-58 0672 6016 TRAFFIC BUTTON TY W (TURTLE DOMES) Totals ADDITIONS 2 Contractor's Application Bicycle Improvements City Secretary 60593 Appl-tion Number 10 FINAL Contract Num: 03/25/2025 Apph.fion Date: 3/25/2025 B C D E F Addition Change Estimated Quantity Previously Value This Materials Presently Total Completed % Spedficafion Uva of CO Quantity to Add Cant Price Order Value installed Value 1.1allsd Value Psnod Stored (not at C) and Stored to Data IF) Seen -No. Measwe (D+E) B LF 26.00000000 $308.45 $8.019.70 SF 218400000000 $22.43 $48,987.12 SY 60.00000000 $28.00 $1.680.00 SY 60.00000000 $110.00 $6,600.00 LF 88.00000000 $2.40 $211.20 LF 88.00000000 $0.10 $8.80 SF 1224.00000000 $22.43 $27.454.3: LF 22 00000000 $3.00 $66.01 LF 22.00000000 $0.05 SIM EA 1000000000 $250.00 $2,500.01 26.00000000 $8,019.70 $8,019.70 2124 00000000 S47 641.32 $47 641 32 31.29000000 $876.12 $876.12 39.11000000 $4302.10 S430210 88.00000000 $211.20 $211.20 88.00000000 $8.80 $880 1096.00000000 $24583.28 $24,583.28 22.00000000 $66.00 S66 00 22.00000000 $1.10 $1.10 10.00000000 $2 500.00 S2,50000 S95.528.241 1 $88.209.621 $88,209.621 1 This document has been modified Bom its onginal form as an EJCDC document and the user did not highlight the ans ifieatim. You are encowaged to read the document carefully and consult Legal Counsel pnor to its exewfion. $8.019.70 100.0% S47,641.32 97.3% S876.12 52.2% $4.302.10 65.2% $211.20 100.0% $8.80 100 0% $24.583.28 89.5% $66.00 100.0% $L10 100.0% $2.500.00 100.0% I S88.209.62 92.3% Balance to Finish (B - F) $1.345 801 $803,881 $2.297 90 1 $2,871.041 1 $7.318.621 C-620 Change Order Progress Estimate Change Order Number 1 2 DELETIONS For (contract): 102601 E. 4th Street/E. lst Street On -Street Bicycle Improvements Application Penod: 03/25/2025 A B C he CO Quantity to Deletion Change Change Order item Descnpfion Spedfication U at of Delete Umt Pnoe Order Value Not Used No. St. —No. Measure Totals Contractor's Application Application Numbers 10 FINAL Awl—tion Date: 3/25/2025 D E F Not Used Not Used Not Used Not Used Not Used Not Used Not Uscd This document has been modified from ae ongioal form as sn EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel pnor to its execufion. C-620 Change Order Progress Estimate Change Order Number ADDITIONS For (contract): 102601 E. 4th Street/E. 1st Street On -Street Bicycle Improvements Application P-d: 03/25/2025 7M Change Order Item De tumn No. INITI CS10902-90-1 UNIT CS10902-90-196 I 2 REMOVING CONC (PAV) 3 REMOVING CONC (DRIVEWAYS) I 4 REMOVING CONC (CURB) I 5 REMOVING CONC (CURB AND GUTTER) I 6 REMOVING CONC (SIDEWALK OR RAMP) 7 REMOV STAB BASE AND ASPH PAV (0"-12") I 10 FL BS (CMP IN PLC)(TYA GRI-2) W-) I 11 CONC PVMT (CONT REINF - CRCP) (71 I 22 COLORED TEXTURED CONC (6") I 24 CONC CURB & GUTTER (TY ➢) I 32 CONDT (PVC) (SCH 80) (3") I 33 CONDT (PVC) (SCH 80) (3") (BORE) I 55 REFL PAV MRK TY ➢(W) 6" (DOT) I 69 REFL PAV MRKR TY ➢-A-A I 70 TRAFFIC BUTTON TY W (TURTLE DOMES) I 73 EL➢A EXT PAV MRK & MRKS (24") I 75 ELEA EXT PAV MRK & MRKS (WORD) I 109 REMOVAL OF GROUND BOXES I 1-3 01046017 REMOVING CONC (DRIVEWAY) I 1-26 05306004 DRIVEWAY (CONC) I 1-36 0620 6010 ELEC CONDR (NO. 6) INSULATED I-54 0666 6171 PREFL PAV MEN TY ➢ (W) 6" (BRK) I-56 0666 6174 REFL PAV MARK TY ➢ (W) 6" (SLD) I-67 0666 6210 REEL PAV MRK TY If (Y) 6" SLD I 1-98 0684 6029 TRF SIG CBL (TY A) (14 AWG)(3 CONDR) I I111T ➢: CSJ 0902-90-1 UNIT ➢: CSJ 0902-90-195 I 2 REMOVING CONC (PAV) I 4 REMOVING CONC (CURB AND GUTTER) I 5 REMOVING CONC (SIDEWALK OR RAMP) I 8 FL BS (CMP IN PLC)(TYA GRI-2) W-) I 18 COLORED TEXTURED CONC (6") I 19 COLORED TEXTURED CONC (7) I 21 CONC CURB (MOUNTABLE) I 22 CONC SIDEWALKS W-) I 27 CONDT (PVC) (SCH 80) (T-) I 31 ELEC CONDR (NO.8) BARE I 37 REFL PAV MRK TY I(W)6"(DOT)000MIL) I 43 REFL PAV MRK TY I (W)(BIKE ARW)000MIL) I 44 REFL PAV MRK TY I(W)(B➢CE SYML)000MIL) I 48 REFL PAV MRK TY ➢ (W) 8" (DOT) I 53 REFL PAV MRK TY If (W) BIKE ARROW) I 54 REFL PAV MRK TY If (W) (BIKE SYMBOL) I 66 EL➢A EXT PAV MRK& MRKRS(PLOWABLE RPMS) I 67 PAV SURF PREP FOR MRK (6") I 82 TRF SIG CBL (TY Att4 AWG)(5 CONDE) I 89 PED DETECT PUSH BUTTON (APS) ➢-17 0514 6016 PERM CIE (F-SHAPE) (TY 4) I 1I-05 06666171 PREFL PAV MRK TY➢(W)6"BRKI I ➢-47 06666174 REEL PAV MARK TY If (W) 6" (SLD) 11-55 0666 6210 REFL PAV MRK TY ➢ (Y) 6" SLD 3 1 Contractor's Application City Secretary 60593 Application Number: 10 FINAL Contract Nam: Apalicatmn Dare: 3/25/2025 A B C D E F Balance to Finish on Total Completed ntity Previously Value This Materials Presently (B - F) Specification Unit of CO Quavhtyto Add Unit Price Change AdditiEstimated QuaOrder Valua and Stored to Date (F) Sernon No. Measwe Value Installed Installed Value Period Stored (not in C) (D +E) B 01046001 SY 101.70000000 $29.00 1 $2.949.301 0104 6017 SY 95 74000000 $29 00 $2.776.46 1 01046021 LF 28.61000000 $14.00 $400.541 0104 6022 LF 64.00000000 $14.00 $896 00 1 01046036 SY 187.41000000 $30.00 $5.622.30 0105 6096 SY 130000000 $71.00 $92 30 02476061 SY 245.23000000 $18.00 $4,414.14� 03606001 SY 89.12000000 $121.00 $10.783521 05286002 SY 46.37000000 $140.00 $6.491.801 0529 6008 LF 124.62000000 $46.00 $5.732 52 1 0618 6053 LF 25.00000000 $39.00 $975,001 0618 6054 LF 90.00000000 $47.00 S4.230001 06666172 LF 6,00000000 $0.10 $0.601 0672 6009 EA 21.00000000 $6.00 $126 001 0672 6016 RA 33.00000000 $250.00 06776007 LF 394.00000000 $5.00 :8.210,00 1197010 06776012 EA 1.00000000 $100.00 $100.001 0690 6006 EA 2 00000000 $400.00 $800 00 1 SY 395.00000000 $29.00 $11.455.001 SY 395.00000000 $20.00 $7,900001 IF 210.00000000 S3.00 S63uA01 LF 95.00000000 $2.50 S237501 LF 20325,00000000 $2.50 $50.812.501 LF 14490 00000000 $2.50 $36.225 00 1 LF 320.00000000 $2.50 $800,001 1 01046001 SY L33000000 S2800 1 $37241 01046022 LP 95.20000000 $13.00 $1,237.601 01046036 SY 60.54500000 $28.00 $1.695261 02476061 SY 167.28990000 $17.00 $2,843.931 0528 6002 SY 724000000 $150.00 $1.086 001 0528 6010 SY 22.21000000 $158.00 $3.509.18 1 0529 6024 LF 63.85000000 $65.00 S4.150251 05316001 SY 10.38000000 $95.00 $986,101 0618 6046 LF 100.00000000 $32.00 $3.200 001 06206007 LF 420.00000000 $2.50 $L050.001 06666018 LF 527.00000000 $3.00 $1,581001 06666105 RA 1,00000000 $160.00 $160.00l 0666 6111 EA 1 00000000 $350.00 $350 001 06666176 LF 630.00000000 $0.05 $31,501 06666200 EA 100000000 $12.00 $12001 06666202 EA 1.00000000 $12.00 $12.001 0677 6038 EA 1019 00000000 $2.00 $2,038 00 1 0678 6002 IF 659.00000000 $0.05 $32,951 0684 6031 LF 30.00000000 $3.00 $90 00 1 06886001 EA 1.00000000 $1.105.00 $1,105.001 LF 163L00000000 $16500 $269.115.001 LF 215.00000000 $2.50 $537.501 LF 17565.00000000 $250 $43.912.501 LF 10150.00000000 $2.50 $25.375.001 This docamev[ has been modified fiom its o"guml form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel prior to its execution. I $2.949.301 $2,776 46I $400.54I $896.001 $5.622.301 $92.30I $4.414.14I $to.783.52I $6A91.80I $5.732.521 $975.001 $4.230.001 $0.60I $126.001 58,250.001 $100*00I $800.001 $11.455.001 $7,900M01 $630.001 S237 501 $50.812.50I $36.225.001 $800.001 $37 24I $1.237.601 $1,695.261 $2.843.931 $1,086.001 $3.509.181 $4,150.251 $986.10I $3.200.001 $L050.001 $1,581.001 $160.001 $350.001 $31.501 $12.001 $12.001 $2.038.001 $32.951 $90.001 $1.105.001 $269.115 001 $537.501 $43.912 50I $25.375.001 C-620 Change Order R-104 0666 6174 REFL PAV MARK TY 1 (W) 6" (SLD) LF 643 00000000 $2 40 $1.543.20 51,543 201 R-105 0666 6174 REFL PAV MARK TY R (W) 6" (SLD) LF 643..0000000 $0.10 $64.301 564.301 TMeb $530A25.99 i i $530.425.991 This document has been modified fiom its onginel form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel Pnor to its execution. C-620 Change Order Progress Estimate Change Order Number DELETIONS For (contract): 102601 E. 4th Street/E. lst Street On -Street Bicycle Improvements Application Penod: he Change Order Item Description No, NET L CS10902-90-LUNIT 1: CS10902-90-196 A(ND PLACING TOPSOIL 8 21 -FURNISHING � ERM 23 25 CTBOff,,FC�HAP (TY4 COLORElj,'�F . DLTC (7") �i� 26 27 31 4 46 47 CONC �C�if}ff�l�� -DRIVEWAYS CONC CONC SQ)E ALKB 4' '-REMOVE METAL BE GUARD FENCE -REFL PAY MRK TY -REFL PAV MRK TY I $lSSn 10IOOMII0MQ, I PAV MRK TY I 24 IOOMIL 48 49 54 56 -REFL JSLD -REFL PAV MRK TY I O ]OOMQ. REEL PAV MRK TY I WORD OOMQ.) -REFL PAV MRK TY Ii f6 PAV MRK TY Q 6'/JSLD 58 -REFL -REFL PAV MRK TY Q 8' OLD ,�fl"ISSL�D 59 ,tEFLPAVJy[Rj{'[j'Jf �iEFL PAI/(v[Qf(9461 60 -REFL PAV MRK TY Q O 62 -REFL PAV MRK TY Q D67 -REFL PAV MRK TY Q D PAV MRKR TY 68 71 -REFL - -PLQN EXT PAV MRK & MRI f4') -PLQN EXT PAV MRK MRK 72 76 77 78 & JS+ 8(' -PLQN EXT PAV MRK & M S BQCE ARRO -PLQN EXT PAV MRK & MARK ((BIKE SYMB -PLQN EXT PAV MRK & MRKRg0LOWABLE RPMS) 79 -PAV SURF PREP FOR MRK/6"1 -PAV PREP FOR M 80 81 SURF /8') 3AV SURF PREP FOR M1 ") 82 83 84 113 -PAV SURF PREP FOR M /24'jN -PAV SURF PREP FORM O -PAV BURF PREP FOR M ORE -PORTABLE CHANGEABLE MEBSA E SIGN I-2 1-5 01046001 REMOVE CONCfPAV1 01046022 REMOVECONC I-6 ((((CURBAND GUTTER +ARK OR 6061 I-10 $EN(Q� (:()1 �247 02476061 F'�I BBB$ B�1}�P jA Zvi 6") 05306004 DRIV� AYS �I-26 I-27 JCO 0531 6001 CONC.YSQ)E ALKS 4" 1-1119 I-120 0666 611771 P P Milk 0666 6171 PREFL PAV MRK TY Q "1BRYZ I-121 I-122 I-1-123 I-124 0666 6174 REEL PAV MARK TY 1 6RfSLD 0666 6174 REEL PAV MARK TY Q 6'![SLD -0666 621O REFL PAV MRK TY I 6 SLD REFL PAV MRK TY Q 4 126 -0666 6210 6" SLD 668 6128 PREFAB PAV MRK C GRN) (SLD) (BLOCK) I-2 �I1046001 REMOVE CONC(PAV� �I-L] �1360-6001 CONK PVM�C()NT REINF -CRCP) (7") VIC IL CSJ 0902-90-LUNIT Q: CSJ 0902-90-195 03/25/2025 Speafication Una of CO Quantity to St. -No. Measure Delete 01606005 04326001 05146016 05286010 _ 05296024 7530 6004 05316001 0542 6001 06666636 06666042 06666048 06666054 06666078 06666171 06666174 06666178 06666180 06666182 06666184 06666192 06666210 06726007 06776001 06776003 06776023 0677 6025 0677 6038 -0 786002 0678 6004 0678 6006 -0678 6008 0678 6009 0678 6016 6001 6001 01046021 6 -Pi1R}RSZi %siSb pilA�'W�i TOPSOIL 01606005 9 CONC PVMT CONT REINF - CRCP) (7") 0360 6001 CTB TY 4) 0514 6016 217 0 &SHAPPE) CONK R 0529 6008 39 PAV MRK TY I "(/ QBI¢\ 40 -REFL -REFL PAV MRK TY I 4 6f1i�L1 $ 006666036 666 6048 41 -REFL PAV MRK TY I O 100MQ. 0666 6054 42 -REFL PAV MRK TY I WORD OOMQ.) D666 6078 45 -REFL PAV MRK TY Q 6" JB 0 666171 46 FEEL PAV MRK TY Q 6' (DO 0666 6172 CY 20.00000000 CY 2.44000000 LF _ 8.30000000 SY _ 14.77000000 LF _ 95.80000000 SY _ 51.45000000 SY _ 266.84000000 LF 35.00000000 LF 58.00000000 LF 292.00000000 LF 1317.00000000 EA _3.00000000 EA 1.00000000 LF 95.00000000 LF 20325400000000 LF 387.00000000 LF - 292.00000000 LF 1677400000000 EA _ 3.00000000 EA 1400000000 LF 14490400000000 EA 34.00000000 LF 245.00000000 LF 962.00000000 EA 34OL000000 EA 3400000000 EA 146.00000000 LF 434.00000000 LF 58W00000000 LF 292.00000000 LF 24192000000 EA 3400000000 EA 1.00000000 DAY 13.00000000 SY 143.00000000 LF 160W00000000 SY 130w00000000 SY 410.00000000 SY 400.00000000 SY 110.00000000 SY 3834000000 LF 24OL000000 LF 2400000000 LF 234.00000000 LF 234.00000000 LF 617.00000000 LF 617.00000000 SF 60.00000000 SY 28.71000000 SY 20.89000000 Application Number: Application Date: B C D E Deletion Umt Price Change Order Not Used Not Used Nut Used Not Used Not Used Value $150.00 $588.00 $172.00 $146.00 $69.00 $20.00 S97.00 $42.00 $3.00 $9.00 $12.00 $175.00 $175.00 $2.5k $2.50 $O.OS $0.05 $0,4 S12.00 $12.00 $2.50 $6.00 $L2- $2.00 _ $100.00 $100.00 $.2<- $.10 0.10 $0.10 $0.10 $12,00 S12.00 S62.00 S29.00 S14.00 S30.00 S18.00 $20.00 $97.00 $121.00 �.40 $0.10 L%4 $0.10 $2.40 $0.10 $22.43 $28.00 $110.00 LF 30.00000000 $13.00 CY 6.00000000 $350.00 SY 42.89000000 $110.00 LF 1653.00000000 $165.00 LF 39.90000000 $70.00 LF 360.00000000 $3.00 LF 668.00000000 $13.00 EA 6.00000000 SIL00 EA 4.00000000 $180.00 LF 215.00000000 $2.50 LF 20w000OOOOO $3.50 $3,000.06Z $29.21 $241.91 $36.0- $12.0- $806.0- $4,147.0 $2,240.0- $3,900.0k $7,380.0& $8.000.0� $10,670.OE $4,614.94 _ $4,< SO 2� S561 6 `k $23.4& $1,480.8� $61.7� $1.345.8�_� $803.89 $2,297.9 $390.0r 0.0 $2,10 S4,717.9& $272,745.A $2,793A $1.080.0� $8,684.00,1 $1.080.0� $720.0� $70 $.00 $70.0� This document has been modified fiom as original form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel prwr to its execution. Contractor's Application 10 FINAL 3/25/2025 Not Used Nut Used Nut Used C-620 Change Order 47 REFL PAV MRK TY 11 6" fSLD 0 66 6174 LF 17565.00000000 $2.50 $43.912.50 49 F , 8d/SLDOfi666178 LF 360.00000000$O.OS $l8.tORD 50 2Q" (SLDOfi666182 LF 668.00000000 $O.OS $33.55 52 REF JJJU� $S2.50 �I b+ REFL 06666210 LF 101500.00000000 $25.3756 REFL- 06726007 EA 39.00000000 $6.00 $211,1,, I1 (( 63 EL. E.T PAV M. & M.S /24"1 0677 6007 LF 451,00000000 $5.00 $2,290.d4) 68 PAV . G F > F ddd 0678 6004 LF 360.00000000 $0.0' $18.�WJ 69 PA�SI �J3�p�g 06786008 LF 1283.00000000 $0.05 $64,l5J 91 P" � AGE SIGN 60016001 DAY 13.00000000 $67.00 $871.W� 11-99 11-100 CRETEI LF 23.00000000 140.00 $$60.00 $1,380I B39 1 (]OOMB.) )( 6b6b � 'L PAVVM LF 2.00000000 $3.00 56.0�J BA9 0666 6178 REFL PA 3 A�{� LF 2.00000000 $O.OS 50.16JJ g1. 77 77 ��77jj LF 2.00000000 so Io Q 02 `` 0666 6171 p� LipAv � Til / LF 8.00000000 S2.31 III f:66t1J B-103 0666 6171 PREFL PAV MRK TY I� 6"/�1 LF 8.00000000 $0.15 I, B-106 0666 6210 REFL PAV M. TY I S LF 1928.00000000 $2.40 $4,62TIT B-107 0666 6210 REFL PAV MRK TY Jj� 6" SLD LF 1928.00000000 $0.10 $19' 1( B-108 668 6128 PREFAB PAV MRK GRN) (SLD) (BLOCK) IF 128.00000000 $22.43 $2,871.04 Torsis $583.321.98 This document has been modified fiom its onginel form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel pnor to its execution. C-620 Change Order Progress Estimate Change Order Number 1 4 Contractor's Application ADDITIONS IFor (contract): 102601 E. 4th Street/E. 1st Street On -Street Bicycle Improvements City Secretary 60593 Applicatwv Number: 10 FINAL Contract Num: Application P—J: 03/25/2025 Atmlicatum Date: 3/25/2025 A B C D E F Itam Balance to Fmish Adduum Estimated Quantity Value This Materials Presently Palled Total Completed (g - p) Chan a Order Item d S fication Umt of CO Quantity to Add Desoripliov Unrt Pnce Change Order Installed Value Val Installed Value Period Stored (vot in C) and Stored to Dale (F) No. Seen -No. Measure Value (D+E) B Totals This document has been modified fiom its ovguml form man EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel pnor to its execution. C-620 Change Order Progress Estimate Change Order Number j 4 DELETIONS IFor (contract): 102601 E. 4th Street/E.1st Street On -Street Bicycle Improvements IAvahcation period: 03/25/2025 A B C I he CO t Deletion Change Order Item Deacnpfion Spedficafion Uvit of DeDeleteTy to Unit Price Change Order Not Used No. Section No. Measure Value I I I I I Totals Contractor's Application Aoulieotwn Number: 10 FINAL Aeolic.— Dare: 3/25/2025 D E F Not Used Not Used Not Used Not Used Not Used Not Uscd Not Uscd This document has been modified fi eo ns original form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel pnor to its execution. C-620 Change Order Progress Estimate Change Order Number 1 5 Contractor's Application ADDITIONS Fur (contract): 102601 E. 4th Street/E. 1st Street On -Street Bicycle Improvements City Secretary 60593 Application Number: 10 FINAL Contract Num: Application Penod: 03/25/2025 ADPlicatwn Date: 3/25/2025 A B C D E F Item Balance to Fmrsh Addition Estimated Quantity Previously Value Thrs Materials Presently Total Completed (g - p) Change Order Item Specification Unit of CO Quantity to Add Descxtptiov Unit Price Change Order Installed Value Installed Value Period Stated(not in C) and Stored to Date (F) No. Seen- No. Measure Value (Dl E) B Totals This document has been modified from its ovgme form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel prior to its execution. C-620 Change Order Progress Estimate Change Order Number j 5 DELETIONS IFw (contract): 102601 E. 4th Street/E.1st Street On -Street Bicycle Improvements (Application Period: 03/25/2025 A B C I (tam CO ti eletiov Change Order Item DeacnpNon Speci. No. Una of Delete to Umt Price ChaDnge Order Not Used No. SectwNo. Measure, Delete I I I I I Totals Contractor's Application Aupficatioo Number: 10 FINAL Application Dare: 3/25/2025 D E F Not Used Not Used Not Used Not Used Not Uscd Not Uscd Not Uscd This document has been modtfied fi eo ns original form as an EJCDC document and the user did not highlight the modifications. You are encowaged to read the document carefully and consult Legal Counsel pnor to its execution. C-620 Change Order Progress Estimate Change Order Number 1 6 ADDITIONS IFm (contract): 102601 E. 4th Street/E. 1st Street On -Street Bicycle Improvements City Secretary 60593 Contract Num: Application P—d: 03/25/2025 A B C D Item Change Order Item Speafication Umt of CO Quavhty to Add Adddion ace Umt PChange Order Estimated Quantity Value No. Desmpfion Sedum No. Measure Value Installed Totala Previously Value This Installed Value Period This document has been modified fiom as o"guml form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel pnor to its execufion. Contractor's Application Application Number: 10 FINAL Aualicatum Dare: 3/25/2025 E F Balance to Finish Materials Presently Total Completed % (B F sored (not in c) and stored to Date (F) ) D+E) B C-620 Change Order Progress Estimate Change Order Number j 6 DELETIONS IFor (contract): 102601 E. 4th Street/E.1st Street On -Street Bicycle Improvements IAvahcation period: 03/25/2025 A B C I he CO t Deletion Change Order Item Deacnpfion Spedficafion Uvit of DeDeleteTy to Unit Price Change Order Not Used No. Section No. Measure Value I I I I I Totals Contractor's Application Aoulieotwn Number: 10 FINAL Aeolic.— Dare: 3/25/2025 D E F Not Used Not Used Not Used Not Used Not Used Not Uscd Not Uscd This document has been modified fi eo ns original form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel pnor to its execution. C-620 Change Order Progress Estimate Change Order Number 1 7 Contractor's Application ADDITIONS IFor (contract): 102601 E. 4th Street/E. 1st Street On -Street Bicycle Improvements City Secretary 60593 Applicatwv Number: 10 FINAL Contract Num: Application Pennd: 03/25/2025 Atmlicatum Date: 3/25/2025 A B C D E F Item Balance to Fmish Addmon Estimated Quantity Total Completed Previously Value This Materials P®sevtly (B - F) Change Order Item Speafication Umt of CO Quantity to Add Desmpnan Unit Price Change Order Installed Valua and Stored to Date (F) In stalled Value Period Stored (not in C) No. Sectmn No. Measure Value (D +E) B Totals This document has been modified from its ouguml form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel pnor to its execution. C-620 Change Order Progress Estimate Change Order Number j 7 I DELETIONS IFor (contract): 102601 E. 4th Street/E.1st Street On -Street Bicycle Improvements IAvahcation period: 03/25/2025 A B C I he CO t Deletion Change Order Item Deacnpfion Spedficafion Uvit of DeDeleteTy to Unit Price Change Order Not Used No. Section No. Measure Value I I I I I Totals Contractor's Application Aoulieotwn Number: 10 FINAL Aeolic.— Dare: 3/25/2025 D E F Not Used Not Used Not Used Not Used Not Used Not Uscd Not Uscd This document has been modified fi eo ns original form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel pnor to its execution. C-620 Change Order Progress Estimate Change Order Number 1 8 Contractor's Application ADDITIONS IFor (contract): 102601 E. 4th Street/E. 1st Street On -Street Bicycle Improvements City Secretary 60593 Applicatwv Number: 10 FINAL Contract Num: Application P—J: 03/25/2025 Atmlicatum Date: 3/25/2025 A B C D E F Itam Balance to Fmish Adduum Estimated Quantity Value This Materials Presently Palled Total Completed (g - p) Chan a Order Item d S fication Umt of CO Quantity to Add Desoripliov Unrt Pnce Change Order Installed Value Val Installed Value Period Stored (vot in C) and Stored to Dale (F) No. Seen -No. Measure Value (D+E) B Totals This document has been modified fiom its ovguml form man EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel pnor to its execution. C-620 Change Order Progress Estimate Change Order Number j 8 I DELETIONS IFor (contract): 102601 E. 4th Street/E.1st Street On -Street Bicycle Improvements IAvahcation period: 03/25/2025 A B C I he CO t Deletion Change Order Item Deacnpfion Spedficafion Uvit of DeDeleteTy to Unit Price Change Order Not Used No. Section No. Measure Value I I I I I Totals Contractor's Application Aoulieotwn Number: 10 FINAL Aeolic.— Dare: 3/25/2025 D E F Not Used Not Used Not Used Not Used Not Used Not Uscd Not Uscd This document has been modified fi eo ns original form as an EJCDC document and the user did not highlight the modifications. You are encouraged to read the document carefully and consult Legal Counsel pnor to its execution. City of Fort Worth Summary of Charges City Secretary Contract Num: 60593 I E. 4th Street/E. 1st Street On -Street Bicycle Improvements I P. O.: FW020-11136 Application Period: 03/25/2025 I ApplicationI 10 FINAL Number: Funding Identification (FID) Total Completed Amt Remaining Gross Ori_gqfinal Contract 131001-0200431-5740010-1026b1-E07980 134027-0200431-5740010-102601-E07980-9999-22010202 131001-0200431-5740010-102601-003880 134027-0200431-5740010-102601-003880-9999-22010202 10 10 10 10 10 10 10 Change Order 1 131001-0200431-5740010-102601-_07980 134027-0200431-5740010-102601-E07980-9999-22010202 131001-0200431-5740010-102601-003880 134027-0200431-5740010-102601-003880-9999-22010202 10 10 10 10 10 10 10 Chang; Order 2 131001-0200431-5740010-102601-E07980 134027-0200431-5740010-102601-E07980-9999-22010202 131001-0200431-5740010-102601-003880 134027-0200431-5740010-102601-003880-9999-22010202 10 10 10 10 10 10 10 $1,011,909.31 $345,929.44 $1,460,498.16 $97,684.79 $367,781.02 ($333,061.30) $165,695.16 ($64,975.56) $27,150.38 $2,871.04 $61,059.24 $4,447.58 Project Number: 1102601 Application Date: 3/25/2025 Retainage Net City of Fort Worth Summary of Charges City Secretary Contract Num: 60593 I E. 4th Street/E. 1st Street On -Street Bicycle Improvements I P. O.: FW020-11136 Application Period: 03/25/2025 I ApplicationI 10 FINAL Number: Funding Identification (FID) Total Completed Amt Remaining Gross Change Order 3 131001-0200431-5740010-102601-E07980 ($15,739.18) 134027-0200431-5740010-102601-E07980-9999-22010202 1 31001-0200431-5740010-102601-003880 ($37,156.81) 134027-0200431-5740010-102601-003880-9999-22010202 10 10 10 10 10 10 10 Change Order 4 131001-0200431-5740010-102601-E07980 134027-0200431-5740010-102601-E07980-9999-22010202 131001-0200431-5740010-102601-003880 134027-0200431-5740010-102601-003880-9999-22010202 10 10 10 10 10 10 10 Change Order 5 131001-0200431-5740010-102601-E07980 134027-0200431-5740010-102601-E07980-9999-22010202 131001-0200431-5740010-102601-003880 134027-0200431-5740010-102601-003880-9999-22010202 10 10 10 10 10 10 10 Project Number: 1102601 Application Date: 3/25/2025 Retainage Net City of Fort Worth Summary of Charges City Secretary Contract Num: 60593 I E. 4th Street/E. 1st Street On -Street Bicycle Improvements I P. O.: FW020-11136 Application Period: 03/25/2025 I ApplicationI 10 FINAL Number: Funding Identification (FID) Change Order 6 131001-0200431-5740010-102601-E07980 134027-0200431-5740010-102601-E07980-9999-22010202 131001-0200431-5740010-102601-003880 134027-0200431-5740010-102601-003880-9999-22010202 10 10 10 10 10 10 10 Change Order 7 131001-0200431-5740010-102601-E07980 134027-0200431-5740010-102601-E07980-9999-22010202 131001-0200431-5740010-102601-003880 134027-0200431-5740010-102601-003880-9999-22010202 10 10 10 10 10 10 10 Change Order 8 131001-0200431-5740010-102601-E07980 134027-0200431-5740010-102601-E07980-9999-22010202 131001-0200431-5740010-102601-003880 134027-0200431-5740010-102601-003880-9999-22010202 10 10 10 10 10 10 10 Total Completed Amt Remaining Gross Project Number: 1102601 Application Date: 3/25/2025 Retainage Net City of Fort Worth Summary of Charges City Secretary Contract Num: 60593 I E. 4th Street/E. 1st Street On -Street Bicycle Improvements I P. O.: FW020-11136 Project Number: 102601 Application Period: 03/25/2025 I ApplicationI 10 FINAL Application Date: 3/25/2025 Number: Funding Identification (FID) Total Completed Amt Remaining Gross Retainage Net Totals 131001-0200431-5740010-102601-E07980 134027-0200431-5740010-102601-E07980-9999-22010202 131001-0200431-5740010-102601-003880 134027-0200431-5740010-102601-003880-9999-22010202 10 10 10 10 10 10 10 $1,406, 840.71 $0.00 $1,687,252.56 $0.00 Grand Total 1 1 $3,094,093.27 1 1 $0.00 1 1 $0.00 1 1 ($154,704.66)1 1 $154,704.66 1 FORT WORTH. Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: E 4th St/E. 1st Street On -Street Bicycle Improvement Construction Contract — Change Order #1 M&C: 24-0746 CPN: 102601 CSO: 60593 DOC#: 1 Date: 5/26/2023 To: Name Department Initials Date Out 1. Larry Frazier Fain Group - signature Sep 3, 2024 2. Alexandra Ripley TPW - review Sep 3, 2024 3. Iskal Shrestha TPW - signature Sep 3, 2024 4. Chad Allen TPW - signatures Sep 4, 2024 5. Lissette Acevedo TPW - signature Sep 4, 2024 6. Patricia Wadsack TPW - signature Sep 4, 2024 7. Lauren Prieur TPW - signatures Sep 4, 2024 8. Doug Black Legal - signature�� Sep 6, 2024 9. Jesica McEachern CMO - signature a` Sep 12, 2024 10. Jannette Goodall CSO - signature 7 Sep 12, 2024 12. TPW Contracts TPW DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review and take the next steps. NEEDS TO BE NOTARIZED: ❑YES ®No RUSH: ❑YES ®No SAME DAY: ❑YES ®No NEXT DAY: ❑YES []No ROUTING TO CSO: ®YES ❑No Action Reauired: ❑ As Requested ❑ For Your Information ® Signature/Routing and or Recording ❑ Comment ❑ File ❑ Attach Signature, Initial and Notary Tabs Return To: TPWContracts(&,,FortWorthTexas.2ov at ext. 7233 for pick up when completed. Thank you! CSC No. 60593-COl FORT WORTH ' City of Fort Worth Change Order Request Project Namel East 4th Street and East 1 st Street Federally Funded On -Street Bike Lane City Sec # 1 60593 Client Project #(s)� 102601 Project Description On -Street Bike Lane Project Contractorl Fain Group, Inc Change Order #1 1 Datel 6/25/2024 City Project Mgr.1 Iskal Shrestha P.E. City Inspectorl Edward Davila Dept. TPW Contract Time Totals (CD) Original Contract Amount $2,916,021.70 $2,916,021.70 192 Extras to Date Credits to Date Pending Change Orders (in M&C Process) Contract Cost to Date $2,916,021.70 $2,916,021.70 192 Amount of Proposed Change Order $135,439.32 $135,439.32 Revised Contract Amount 0 $3,051,461.02 $3,051,461.02 192 Original Funds Available for Change Orders $0.00 Remaining Funds Available for this CO $0.00 Additional Funding (if necessary) $135,439.32 $135,439.32 CHANGE ORDERS to DATE (INCLUDING THIS ONE) AS % OF ORIGINAL CONTRACT 4.64% MAXALLOWABLE CONTRACT AMOUNT (ORIGINAL CONTRACT COST+ 25%) $3,645,027.13 JUSTIFICATION (REASONS) FOR CHANGE ORDER This change order includes adding safety end treatment at the proposed concrete traffic barrier (CTB), replacing deteriorated concrete pavement, and adding a traffic signal pedestrian pole, which is required to avoid the traffic signal pole conflicting with the existing underground utility. Additional bid items are needed because of the change in the existing condition and to improve the road user's safety (end treatment for the concrete traffic barrier). See the RFI response attached to this change order for a detailed cost breakdown and items added and deleted to complete the construction of this project. All of the items in this change order are TxDOT bid items. The price proposed by the contractor is compared to the average pricing compiled from similar items from the Texas Department of Transportation Average Low Bid Unit Prices. See the attachment for the details about the price comparison. TxDOT's bid quantity for its projects is typically higher than the City's. The bid price proposed by the contractor is directly proportional to the bid quantity. It is typically normal for the bid price to be higher for smaller quantities compared to the same items with higher quantities. Many of the bid items in the change order are from this contract. The increase and decrease in bid quantity are needed as part of the RFI response that initiated this change order. The difference in pricing can be justified by the current market pricing, which fluctuates every month due to price escalations and inflation. The City finds that the contractor's proposed prices are fair and reasonable. It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Change Order. The Project/Program Manager signing below acknowledges that he/she is the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Contractor's Compan,, The Fain Group, Inc I Larry Frazier IAW. ,,,,,,..,, l Sep 3, 2024 l Inspector/Inspection Supervisor Date Project and Contract Compliance Manager Date Sep 3, 2024 Sep 3, 2024 ogram Manager Date Senior Capital Project Officer Date Sep 4, 2024 Sep 4, 2024 ept) Date Director, Contracting Department (Dept) Date Sep 4, 2024 A-9-- Sep 4, 2024 nt City A Date anager Date pow Sep 6, 2024 c Sep 12, 2024 Council Actio M&C Number ATTEST: o._a A— Jannette Goodall, City Secretary M&C Date Approved 1 08/27/24 FORTWORTH City of Fort Worth *`___ Change Order Additions Project Name I East 4th Street and East 1st Street Federally Funded On -Street Bike Lane City Sec # 60593 Client Project # 1 102601 1 Contractorl Fain Group, Inc PMI Iskal Shrestha P.E. Inspectorl Edward Davila l Change Order Submittal # 0 Date 1 5/26/2023 1 ADDITIONS I I EM DESURIP I ION DEP I Oty Unit Unit Cost I otal I-2 U1U46001 REMUVE(;UNC PAV IPW 143 SY $29.UU $4,14/.UUI 1-5 0104 6022 REMOVE CONC' - B AND GUTTER) TPW 160 LF $14.0U $2,240.001 1-6 0104 6036 REMOVING GONG (SIDEWALK OR RAMP) TPW 130 BY $30.00 $3,900.001 1-10 0247 6061 FL BS (CMP IN PLC) (TY A GR1-2) (6") TPW 410 SY $18.OU $7,380.001 1-26 0530 6004 DRIVEWAYS (CONC) TPW 400 BY $20.00 $8,000.001 1-27 0531 6001 GONG. SIDEWALKS (4") TPW 110 SY $97.0(T $10,670.001 1-29 0531 6010 CURB RAMPS (TY 7) TPW 1 EA $3,200.0(T $3,200.001 1-32 0618 6053 CONDT (PVC) (SCH 80) (3") TPW 25 LF $39.OG $975.001 1-116 0620 6009 ELEC CONDR (NO. 6) BARE TPW 25 LF $2.50 $62.50I 1-104 0684 6038 TRAFFIC SIG CBL (TY A) (14 AWG)(12 CONDR) TPW 225 LF $4.O0 $900.001 1-117 0684 6046 TRF SIG CBL (TY A) (14 AWG) (20 CONDR) TPW 590 LF $9.O0 $5,310.001 1-107 0687 6001 FED POLE ASSEMBLY TPW 1 EA $3,500.0U $3,500.001 1-11 0360 6001 GONG PVMT (CONT REINF-CRCP) (7") TPW 43 SY $121.0U $5,203.001 1-118 0545 6006 CRASH CUSH ATTEN (INSTL)(L)(N)(TL2) TPW 2 EA $33,008.5`I $66,017.101 1-119 0666 6171 PREFL PAV MIRK TY I (W) 6" (BRK) TPW 95 LF $2.41 $228.001 1-120 0666 6171 PREFL PAV MIRK TY 11 (W) 6" (BRK) TPW 95 LF $0.1(1 $9.501 1-121 0666 6174 REFL PAV MARK TY 1 (W) 6" (SLID) TPW 20,325 LF $2.41 $48,780.001 1-122 0666 6174 REFL PAV MARK TY 11(W) 6" (SLD) TPW 20,325 LF $0.1(1 $2,032.501 1-123 0666 6210 REFL PAV MIRK TY I (Y) 6" SLD TPW 14,490 LF $2.4( $34,776.001 1-124 0666 6210 REFL PAV MIRK TY II (Y) 6" SLID TPW 14,490 LF $0.1V $1,449.001 II-98 0247 6219 FL BS (COMP IN PLC) (TYP A GR-1-2) (9") TPW 269 SY $49.28 $13,256.321 II-99 0528 6002 COLUK i ::A i uKtrl CONCRETE (6") TPW 269 SY $140.00 $37,660.001 II-100 0529 6002 GONG GRUB (TY 11) (8") TPW 2,405 LF $60.00 $144,300.001 II-101 0545 6006 CRASH CUSH ATTEN (INSTL)(L)(N)(TL2) TPW 2 EA $33,008.56 $66,017.101 II-39 0666 6036 REFL PAV MAR TYP I (W) 8" (SLD) (100MIL) TPW 124 LF $3.00 $372.001 II-49 0666 6178 REFL PAV MRK TY II (W) 8" (SLD) TPW 124 LF $0.06 $6.201 II-58 0672 6u io 1 KArril, ciUTTON TY W (TURTLE DOMES) TPW 33 EA $250.00 $8,250.001 II-68 0678 6004 PAV SURF PREP FOR MIRK (8") TPW 124 LF $0.06 $6.201 II-102 0666 6171 PREFL PAV MIRK TY I (W) 6" (BRK) TPW 215 LF $215 $505.251 II-103 0666 6171 PREFL PAV MIRK TY II (W) 6" (BRK) TPW 215 LF $0A $32.251 II-104 0666 6174 REFL PAV MARK TY 1 (W) 6" (SLID) TPW 17,565 LF $2.40 $42,156.001 II-105 0666 6174 REFL PAV MARK TY II (W) 6" (SLID) TPW 17,565 LF $0.10 $1,756.501 II-106 0666 6210 REFL PAV MRK TY I (Y) 6" SLD TPW 10,150 LF $2.40 $24,360.001 II-107 0666 6210 REFL PAV MIRK TY II (Y) 6" SLID TPW 10,150 LF $0.10 $1,015.001 Change Order Additions Page 2 of 6 i 1 1 TPW $582,439.321 1 1 1 Sub Total Additions $582,439.321 Change Order Additions Page 3 of 6 FORTWORTH —� City of Fort Worth _ Change Order Deletions Project Name j East 4th Street and East 1st Street Federally Funded On -Street Bike Lane City Sec # 60593 Client Project # 1 102601 1 Contractorl Fain Group, Inc I PMI Iskal Shrestha P.E. I Inspectorl Edward Davila Change Order Submittal # F-77 Date j 6/25/2024 DELETIONS I1FM UESGRIPIION DEPI Oty Unit Unit Gost Iotal I-3 01046U1/KEMOVINGGOING UKIVEWAY) PW 395.0000000U SY $29.00 $11,455.UU 1-26 0530 6004 DRIVEWAY CONC TPW 395.000OOOOU SY $20.00 $7,900.00 1-36 0620 6010 ELEC CONIJR NO. 6 INSULATED TPW 210.000OOOOU LF $3.00 $630.00 1-54 0666 6171 PREFL PAV M K TY 11� 6" (BRK) TPW 95.000OOOOU LF $2.50 $237.50 1-56 0666 6174 REFL PAV MARK TY II �) 6' (SL) TPW 20,325.000OOOOU LF $2.50 $50,812.50 1-67 0666 6210 REFL PAV MRK TY II ( ) 6" SLID TPW 14,490.00000000 LF $2.50 $36,225.00 1-98 0684 6029 TRF SIG CBL (TY A) (14 AWG)(3 CONDR) TPW 320.00000000 LF $2.50_ $800.00 II-17 0514 6016 PERM CTB (F-SHAPE) (TY 4) TPW 1,631.00000000 LF 165.00 11-45 0666 6171 PREFL PAV MRK TY 11 (W) 6" (BRK) TPW 215.00000000 LF $2.50- $537.50 11-47 0666 6174 REFL PAV MARK TY 11 (W) 6" (SLID) TPW 17,565.00000000 LF $2.5U-____J43,912.50 11-55 0666 6210 REFL PAV MIRK TY 11 (Y) 6" SLID TPW 10,150.00000000 LF $2.5U-____$25,375.00 Change Orderbeletions Page !of 6 TPW $447,000.00 Sub Total Deletions $447,000.00 Change Order Deletions Page 5 of 6 MISBE for this Change Order M/SBE Sub Type of Service Amount for this CO Total $0.00 Previous Change Orders CO # DATE I AMOUNT Total I $0.00 1 City of Fort Worth, Texas Mayor and Council Communication DATE: 08/27/24 M&C FILE NUMBER: M&C 24-0746 LOG NAME: 2024 E. 4TH ST. AT E. 1 ST ST. CHANGE ORDER 1 SUBJECT (CD 8 and CD 11) Authorize Execution of Change Order No. 1 in the Amount of $135,439.32 to a Contract with The Fain Group, Inc. for the Construction of the East 4th Street and East 1 st Street Federally Funded On -Street Bike Lane Project RECOMMENDATION: It is recommended that the City Council authorize execution of Change Order No. 1 to City Secretary Contract No. 60593 with The Fain Group, Inc., increasing the contract amount by $135,439.32 for the construction of the East 4th Street and East 1 st Street Federally Funded On -Street Bike Lane Project (City Project No. 102601); thereby increasing the total contract amount to $3,051,461.02. On Tuesday, October 31, 2023, by Mayor and Council Communication (M&C 23-0945), the City Council authorized a contract with The Fain Group, Inc. in the amount of $2,916,021.70 for the construction of East 4th Street and East 1 st Street Federally Funded On -Street Bike Lane project (City Project No. 102601). This M&C will authorize the execution of Change Order No. 1. This change order 1 includes adding safety end treatment at the proposed Concrete Traffic Barrier (CTB), replacing deteriorated concrete pavement, and adding the traffic signal pedestrian pole required to avoid the traffic signal pole conflict with underground utility, additional conduit, and conductor. The East 4th Street -East 1 st Street project provides the construction of new separated bicycle lanes, protected intersections, traffic signal modification, pavement marking, and signage along the project corridor to ensure safe and comfortable user experiences for all modes of transportation, whether by foot, bicycle, or motorized vehicle. The following table summarizes previous contract actions and change orders: Construction Amount Justification M&C Date Contract No. Original Initial contract for 23- Contract $2,916,021.70 original scope of 0945 10/31/2023 work Change Order Increased scope of This No. 1 $135,439.32 work M&C 8/27/2024 Revised Contract $3,051,461.02 Amount The project received $2,332,000.00 in Federal Funds from Advanced Funding Agreements (AFA) with the Texas Department of Transportation (TxDOT) (M&C 21-0715, City Secretary Contract numbers 56524 and 56766). No additional funding is needed for Change Order No. 1. The table below summarizes past appropriations, sources, and the estimated total cost of the project at completion: Fund Existing Additional Project Total Funding Funding 34014 - 2014 Bond $23,200.00 $0.00 $23,200.00 Program Fund 34018 -2018 Bond $1,021,800.00 $0.00 $1,021,800.00 Program Fund 34027 - 2022 Bond $900,000.00 $0.00 $900,000.00 Program Fund 31001 - Grants Capital $2,332,000.00 $0.00 $2,332,000.00 Project Federal 31003 - Grants Capital $466,400.00 $0.00 $466,400.00 Project Other (Project Total $4,743,400.00 $0.00 $4,743,400.00 Funding for this project was included in the Fiscal Years (FY) 2024-2028 Capital Improvement Program in the Amount of $4,743,400.00. This project is included in the 2022 Bond Program. The City's Extendable Commercial Paper (ECP) (M&C 22-0607; Ordinance 25675-08-2022) provides liquidity to support the appropriation. Available resources will be used to actually make any interim progress payments until the debt is issued. Once debt associated with a project is sold, debt proceeds will reimburse the interim financing source in accordance with the statement expressing official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election (Ordinance 25515-05-2022). Funding is budgeted in the 2022 Bond Program Fund for the TPW Dept Highway & Streets Department for the purpose of funding the E 4th St & E 1st St Improvement project. The Texas Department of Transportation placed a 6% Disadvantaged Business Enterprise goal on this solicitation/contract. The Fain Group will be exceeding the goal at 6.23%. Any changes in subcontractors will be reviewed by the Texas Department of Transportation. This project is located in COUNCIL DISTRICT 8 and COUNCIL DISTRICT 11. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are available in the current capital budget, as previously appropriated, in the 2022 Bond Program Fund for the E 4th St & E 1 st St Improvemnt project to support the above recommendation and execution of the change order. Prior to any expenditure being incurred, the Transportation & Public Works Department is responsible for validating the availability of funds. Submitted for Citv Manaaer's Office bv: Jesica McEachern 5804 Oriainatina Business Unit Head: Lauren Prieur 6035 Additional Information Contact: Monty Hall 8662 Filters: Adjust filters to refine your Use Qty Filter Standard Specification analysis of bid item average cos.. NO Code Multiple values BID ITEM BID ITEM DESCRIPTION Bid Item Multiple values 529-6008 CONC CURB & GUTTER (TY II) Actual Let Date Range 4/1/202412:00:00 AM.. 545-6006 CRASH CUSH ATTEN (I NSTL)(L)(N)(TL2) Bidder Rank Low Bidder District All County All Project Classification All Vendors (Select to Exclude) All Project Size All ® Data Date 6/27/20243 30:23 PM UNIT OF Min. Bid Item Max. Bid Item Avg. Unit Price Min. Unit Price Max. Unit Price Std. dev. of Unit Median Unit MEASURE City City Price Price LF EA 26.5 14,077.0 $60.86 $18.15 $150.00 $33.16 $51.22 2.0 3.0 $30,849.13 $26,775.00 $34,923.25 $5,761.68 $30,849.13 Kimley)))Horn Request for Information Response Form Project Name: E. 4t' Street / E. 111 Street Striping and Bicycle RFI #: 001 Version #: 3 Trail Improvements Project No.: CPN 102601 Response Needed by (NLT): 03/02/2024 City Project Manager: Iskal Shrestha, PE Response Date: 5/10/2024 Design Firm: Kimley-Horn Response Author: Abhishek Acharya, P.E. RFI Title: #1 Existing Grades at Crosswalk of 4th and Reynar Attachments: 068A - Rayner Paving & Image ❑ Document 068B -Rayner Grading RFI Response: 1. Please see the attached layout sheets 068A & 068B outlining the pavement design for Rayner Street and the additional sidewalk design adjacent to Rayner Street. Does Response Require Change Order Proposal: Yes ® No ❑ Contractor's Response: Change Proposal (if Applicable): Spec Section # Work Item Description 1046001 REMOVING CONC (PAV) 1046017 REMOVING CONC (DRIVEWAYS) 1046022 REMOVING CONC (CURB AND GUTTER) 1046036 REMOVING CONC (SIDEWALK OR RAMP) 2476061 FL BS (CMP IN PLC)(TYA GR1-2) (6") 5306004 DRIVEWAYS (CONC) 5306004 DRIVEWAYS (CONC) 531 6001 CONC SIDEWALKS (4") 531 6010 CURB RAMPS (TY 7) City PM Status: Accepted ❑ Rejected ❑ City PM Comments: Unit Quantity Unit Price Total SY +100 $29.00 +$2,900.00 SY -395 $29.00 -$11,455.00 LF +160 $14.00 +$2,240.00 SY +130 $30.00 +$3,900.00 SY +410 $18.00 +$7,380.00 SY -395 $20.00 -$7,900.00 SY +400 $20.00 +$8,000.00 SY +110 $97.00 +$10,670.00 EA +1 $3,200.00 +$3,200.00 Total Proposal Amount: +$18,935 Total Additional Days: 0 I I I I I I I I I I F N PROP CONC DRIVEWAY I I = I PROP Y CONC DRIVEWAY I I WITH /5 BARS-C EACH DIRECTION W PROP RAYNFR AVE CA EX ROW NO RAYNER AVE RAYNER AVE CGNCREM DRIVEWAY sTa: z+4s.21 o+Do 1+00 - 2+ao 3€00 BEGIN AVE CONCRETEE DRIVEWAY r STa:1+42.6J � E%%ROW 323' 0 a Cltt OF FORT WORTH (VOL. 388-109, PG. 109) PROP SIDEWALK PROP TYPE J CURB RAMP (1EA) I I EX EDGE OF BUILDING EX 20' OPEN SPACE EASEMENT 0 I III PROP CONC DRIVEWAY I I I CITY OF FIX2T WORTH (IL 2440. PG. 206) 01 III T-'- T ISGALE 1" _ 'l0' HORIZONTAL PM STA:1+82.80 t 4 WRTPAI PM ELM 529.06 540 AD:4.J2R N.— 540 535 AW -ut Nut Sw a a EG 0 PGL FIT 535 �_ RT 2.Om _ _ _ �✓ PROF PGL FIT O TOP OF FACE OF CURB-. 530 9 �Ll 2.0016 E( GROUND O �> RA'NER IT C/L `PROP _ PGL L OF FACE OF O TOP UID 525 n PN GTA:1+f�3.J2LE +n PW EV: 52 .58 +O -N AD:5.T19 a� rv2 520 50.00 n d 00N: �s w uw �d 515 11 rv�a ry J N 6 0+00 1+00 2+00 a O PGL LT 530 525 REVISIONS oEscRlvnDN DAre GRAPHIC SCALE IN FEET 0 10 20 40 IF 11X1JF SC� LEGEND NO ES: 1. LANE LEGEND BIKE WHH GREEN THERMO BACKGROUND TO BE PAID FOR WnH ITEMS 666 6200. 666 6202, AND 666 6182. 2. 8" RAISED PAVEMENT MARKERS TO BE PAID FOR NPIR ITEM 6J2 6016. CONSTRUCTION NOTES CONTRACTOR SHALL PROTECT ALL EXISTING UTDTES, TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERMSE NOTED. ACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: FORTI800-WqB-RBJpt FE WORTH EMT WORTH T&PW (81EPTT) 392-8100 ATIONS (817) 392-8296 0 L(817))C15-4366 ONGOR GAS & (61J) 215-6214 TXU ENERGY 1-800-233-2133 SIC TELEPZME 19 ALL OTIIEftRFACILITIESCHARTERJ� 800 6DES IG-TS 3363 HORIZONTAL & VERTICAL CONTROL BM YP CONTROL SET YP COMROL SEr YP CONTROL SET YP CONTROL SET N: 696441J.54 N: 6984106.40 N: 6864358.03 N: 89642J1.95 E: 2343J84.83 O 2342992.68 E: 2341361.77 E: 2341164.83 ELEV: 508.45 F1fV: 510.88 EL£': 553.41 El— 55 1 BN /I10 BM /111 BIN /112 X• CUT x CUT YP CONTROL SET .6-508.30 E 230490M12 N: 806MI00.22 95808N'S1 0 El— 2 E1EV: 0.1 EIEV: 53J.014 5/9/2024 Kimley>»Horn Texas Registered EDg HO...ing Firm F-928 Texas Department of Transportation © 2023 520 E RAYNER AVE PAVING PLAN c 515 E 3+00 D DESIGN I ED.RD. FEDERAL AID PROJECT NO HIGHWAY AA IV.NO 'LNGS c 6 STP 2023(697)TP IST ST E SC H I STATE DISTRICT COUNTY S N01 F TEXAS FTW TARRANT F N coN RDL nory dos 068A NZ 0902 90 195 F a I I I I T PROP GONG DRIVEWAY \\ I I GO GO \ PROP J" DONE DRIEWAY \ I I I a \ WITH N.5 BARS O 12' C-C \ \ \ T W \\ EACH DIRECTION PROP RAYNER AVE CAE% ROWy\ 0 \ RAYNER AVE ' 0+00 'I+00 T�' // 3€00 1 / / EX ROWJ YY / CITY OF FORT WORTH PROPSIDEWALK �(VOL 388-10% PG. 109) EX EDGE OF BUILDING / EX .1 OPEN SPACE EASEMENTTOF FORT WORTH 1II'% (VOL. 2444, PG. 206) III PROP CONIC DRIVEWAY 1+75 2+25 41, H a0 I II I I I - -I I I II 1 1 1 I I II I I I I I I I L I I I I I I SSS 50 - ,0 -30 -'0 - 0 1 1 ] 20 b 50620 620 -SO-� 0 0 -'0 -a 1 1 1 20 3e 40 50620 2+00 I i li I I 6z01 em -50 - O -:0 -'0 - 0 0 1 I 20 30 40 50 REVISIONS } p OLSCRIPnON III GRAPHIC SCALE IN FEET 0 10 20 40 IF 11X17F SCALE � LEGEND SCALE i = zo VFORIzoNTAL CONSTRUCTION NOTES RTCAI CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, TREES. FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERNISE NOTED. THE ACTOR SHALL CONTACT IS FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: &T WORTH WA FL TERDE FORT WORTH T@PW (817 ) 392-B100 OPERATIONS (81]) 392-8296 AINGS ENERGY ELECTRIC TF C 154366 ONGGR GAS & E 3 -2133 (817) 2 .�6214 SED ONE (817)2338-6819 CCHARTERILI1jet]( 509 _6272 — 3363 ALL ERCOMM HORIZONTAL & VERTICAL CONTROL YR I ROL SET V CONTROL SET w CON�TiROL SET YP CONTROL SET N: 696441J.54 N: 6964406.40 N: DID -I N: 6964271.95 E: 23Q78CM E 2342992.68 E: 2341361.77 E: 2341164.83 EI£/: 506.45 F1EV: 510.86 EIEV: 553.48 EI£/: 554.1 EN 0110 eM /m BM B1, 2 x• CUT x CUT YP CONTROL SET . 6963506.30 W 6963JM.J3 N: 696M10.22 E — sN'S'" E: 2a349a0.12 ETEV:a z034az534.z El-E1EV: 542.13).014 5/9/2024 a r� �O, NtFnz1�4� sgyt Kimley>»Horn Texas Registered EOgm... ing Firm F-928 Texas Department of Transportation © 2023 RAYNER AVE GRADING PLAN N I ED.RD. FEDERAL AID PROJECT NO HIGHWAY (: AA DIV.NO c 6 STP 2023(697)TP IST ST E SC H I STATE DISTRICT COUNTY 5N01 F TEXAS FTW TARRANT F N CONTROL SECTION Jos 068B NRE 1 0902 90 195 F Kimley)))Horn Request for Information Response Form Project Name: E. 4t' Street / E. 111 Street Striping and Bicycle RFI #: 003 Version #: 1 Trail Improvements Project No.: CPN 102601 Response Needed by (NLT): 03/12/2024 City Project Manager: Iskal Shrestha, PE Response Date: 5/1/2024 Design Firm: Kimley-Horn Response Author: Abhishek Acharya, P.E. RFI Title: #3 — Sylvania T-1 Signal Pole Foundation Conflict Attachments: Sylvania Signal Package Image ❑ Document RFI Response: 1. Please see the Sylvania Signal Package, which contains revised sheets 016, 017, and 021 showing the new location of T-1 and the placement of an additional pedestrian signal pole P-6, as well as updated charts corresponding to the revisions. Does Response Require Change Order Proposal: Yes ® No ❑ Contractor's Response: Change Proposal (if Applicable): Spec Section # Work Item Description Unit Quantity Unit Price Total 6186053 CONDT (PVC) (SCH 80) (3") LF +25 $39.00 +$975.00 6206009 ELEC CONDR (NO.6) BARE LF +25 $2.50 $62.50 6206010 ELEC CONDR (NO.6) INSULATED LF -210 $3.00 -$630.00 6846038 TRF SIG CBL (TY A)(14 AWG)(12 CONDR) LF +200 $4.00 $800.00 6846046 TRF SIG CBL (TY A)(14 AWG)(20 CONDR) LF +10 $9.00 $90.00 6876001 PED POLE ASSEMBLY EA +1 $3,500.00 +$3,500.00 Total Proposal Amount: +$4,797.50 Total Additional Days: 0 City PM Status: Accepted ❑ Rejected ❑ City PM Comments: I.. GRIN N FORT WORTH .,f S.3Sylvania S1 00 METRO (EAST 1ST STREET) 102" X 20" 102" 36" 66" -- F ;WORTH S. Sylvania 00 ®METRO (EAST 1ST STREET) NOTES: 102" x 20" 51 ALL EXISTING CONDUIT AND WIRING SHALL REMAIN UNLESS OTHERWISE NOTED S' 2 CONTROLLER AND CABINET WILL BE UPDATED BY OTHERS (CITY). S 3 BIKE SIGNAL LENSES SHALL BE PAID FOR UNDER BID ITEM 0682. 4. BI -MO DAL LEFT TURN YELLOW ARROW SHALL BE PAID FOR UNDER BID ITEM 0682 .. 5. ALL NEW SIGNALPOLES, MAST ARMS, AND PED POLES SHALL BE PAINTED BLACK PER TXDOT SPECIFICATION PAINTING IS SUBSIDIARY TO RESPECTIVE BID ITEMS. ° 6 ALL NEW SIGNAL POLES AND MAST ARMS SHALL BE ROUND UNLESS OTHERWISE APPROVED BY THE CITY. a 7 SIGNAL POLES T-1 AND T-2 SHALL HAVE MAST ARM DAMPENING PLATE 8 PROPOSED LUMINAIRES SHALL BE CITY OF FORT WORTH ARTERIAL MODEL _ ATBO P303 MVOLT R23K BK. ANY ASSOCIATED WIRING NECESSARY FOR THE LUMINAIRE ON THE ONCOR POLE IS SUBSIDIARYTOTHE LUMINAIRE BID ITEM B EXPLORATORY EXCAVATION OF EXISTING UTILITIES IS SUBSIDIARY TO BID ITEM 680. 10 CONTRACTOR SHALL HAND-0IG TO LOCATE FOR EXISTING UTILITIES ON NORTHWEST CORNER PRIOR TO PLACING SIGNAL POLE FOUNDATIONS. e HAND -DIGGING IS IS SUBSIDIARY TO VARIOUS BID ITEMS, NOT ADDITIONAL PAYMENT t 11. GALVANIZED POLE ASSEMBLIES TO BE PAINTED BLACK. NO SEPARATE PAY ITEM THE PAINTING GALVANIZED POLE ASSEMBLIES WILL BE A SUBSIDIARY OF THE POLE ASSEMBLIES ITEM W. GALVANIZING AND PAINTING SHALL BE PER STANDARD SPECIFICATION ITEM H5 AND 446, RESPECTIVELY. 12. THE DETECTION SYSTEM PROVIDED SHALL HAVE THE NECESSARY HARDWARE t AND SOFTWARE MODULE(S) INSTALLED FOR COLLECTING VEHICULAR, PEDESTRIAN, AND BICYCLE COUNTS FORA MINIMUM OF FIVE (5) YEARS FROM THE PROJECT COMPLETION ANY ASSOCIATE COST SHALL BE CONSIDERED SUBSIDIARY TO THE RESPECTIVE DETECTION SYSTEM BID ITEMS. i SIGNAL POLE LOCATIONS I 10.5't I P-1- - - - P-6 E o Ol o E Po ATH• µ s2 A» P-4 T-2 P_2 i Z P_5 a ; 412.5'tT, P I 20 5'+ Y 11.5't m - w 21't a 3 e 30't Ave 200 Ave 300 I I� FLYING TIRE BICYCLE INSTALL'9ON T- (1 EA)l 53 INEW NSTALL ON1 �V POST I i1 I1 v) INSTALL9ON NEW POST (1 EA) IS INSTALL LUMINAIRE ON ONE POLE 2 / 2 SEE NOTE 4TH ST--------- -- SPEED LIMIT: 35 MPH ---- — -- --- 2500 BILK. I. ---- -----------� 20 _ I P-5 - I i S2 54 S6 LOAD N O M ZONED TURN BRIDGE ON RED SIGNAL • RUNIOI, W1251F 36"X 36" S3 R10-11b 36"X 48" 55 12" X IS' S7 ®LEFTTURN IE TURNING VEHICLES No ON HDNG PARKING o FOR R8-3 (MOO) 18"X 24" R10-12 (MOD) 30"X 36" W h R10-15R 30" X 30' Q I • Q h � Y �� Q 00 ANDREW SESSION • IJ N } W I COMMUNITY CENTER I INSTALL�ON I I JINSTPIIS ON :., E-1 P-1— ��. E�--•H�-_ T-I (1 EA) INSTALL S7 ON T-1 (I//E�A) INSTALLL/ ON T-1 (1 EA) INSTAU-90N IL-�l4 T-2 (1 EA)��' INSTALL T-2 I1 T EA)_ _ MaNM1 0� NORTH GRAPHIC SCALE IN FEET 0 10 20 4o W SHEET M Uxt7, SCNE IS 1 -40' ¢6' IGlJ �]-1ED L FOGI �►J6,16 -�• • / - _.= __ 4TH ST SPEED LIMIT: 35 MPH .t 2600 BILK. T-2 (1 EA) 1 INSTALLI�ON P-3 (1 EA) —INTERCEPT EX CONDUIT E / DAVE'S Know what'sbelo, - GAS Call before you dig. EXISTING CAUTION t B REVISIONS No pDATE RRIB t3oN as/aa/zoz4 LEGEND EX SIGNAL POLE AND MAST ARM 1 4-1 EX SIGNAL HEAD AND NUMBER -- EX CONDUIT, W/ LABEL [-s Y EX LUMINAIRE HII EX PED POLE AND PUSH BUTTON 17 W-3 EX PED HEAD AND NUMBER ii�EX GROUND BOX EPROP 352i SIGNAL CABINET 1 N PROP SIGNAL HEAD AND NUMBER H PROP PED POLE AND PUSH BUTTON 17W_J PROP PED HEAD AND NUMBER 1 *a PROP BIKE SIGNAL HEAD AND NUMBER ® PROP CURB RAMP RIGHT-OF-WAY LINE PROP CONDUIT RUN, W/ LABEL GROUND BOX TYPE D, W/ APRON i POST MOUNTED SIGN 11 MAST ARM MOUNTED SIGN H- SIGNAL POLE MOUNTED SIGN HYBRID DETECTOR (ITERIS VANTAGE NEXT WITH VANTAGE VECTOR) DETECTION ZONE T MAST ARM DAMPENING PIATE CONSTRUCTION NOTES NNG WALLS LANDRSTRUCTIREST ALLE UN¶ESS OTHERLNSE NOT GENCEB. THE CONTRACTOR SHALL cONtTNG AT EACH ONCT THE FOLLOWING AT LEAST 48 HOURS PRIOR To EXCA11 FORTVAW ROR H WATER 70(91i)F.I352l 81o0ATIONs (817) 392-829G ENERGY P(81T) 215-4366 TNOCIR FA TA, ELECTRIC (817) 215-6214 3 -2133 CHARTER BC TELEPHONE ((81 338-662 ALL OTHER pFJACILITIES71 80 0-6DIG�TE55 3363 HORIZONTAL & VERTICAL CONTROL BM 1103 BM 1105 BM II. eM 1186 E CONTROL ET CONTROL SEE RO_ET YP N CONTROL. 3SET N 34.SSN i42.8 N 24W73E]E .2E 13117 16EL£V: BOB.45 EEEV: "E.. ELLV: 553.48 ELEY: 554.35 BM_ 1110 B4 /111 BN 1112 NOe `X' CUr YP CONTROL SEr e 3308.50 N: 6863736.73 N: 6963510.22 E 2337075.91 E: 23N800.12 E2334824.24 E11V: 556.06 ELLY: 842.13 — 517.01 �61 a rq�I/zoza Kimley Morn Texas Registered Engineering Firm F-928 70+ 8 Texas Department of Transportation © 2023 TRAFFIC SIGNAL LAYOUT SHEET SYLVANIA AVENUE & E. 4TH STREET N I AA pE�HQ' 6 FEDERAL AID PROJECT NO HIGHWAY No SITE 20231697)TP IST ST JRD STATE DISTRICT COUNtt HOT I TEXAS FT" TARRANT s CITEGGN DL SEGTIDN JOB 016 SRA I 0902 90 195 l a I B 5 3 f m Y ane a.e ane � w� uo- � j 3v "or - ` & 4TH ST SPEED LIMIT: 35 MFIi - 2500 BLK. F 1 ryN$--------- - - - - -- E ' • `' ~• slow I I I I I I I I I i I I ' I I I I I I Lu > a Q a Q m Y Z H � Q m J O J N W U) Lu . a_ rrn VJ CO —I '(R-17- NORTH 120" GRAPHIC SCALE IN FEET Q T.5 5 0 IFSHEET M 1-7. SCALE IS �V b • Know what§ b,IOW" Call before you dig. w EX-ING UNDERGROU'D UTILITIES IN THE AREA EXISTING UTILITIES DUE TO ..AGE, REVISIONS No p Es `6 a3oN os/o6/zozs LEGEND EX SIGNAL POLE AND MAST ARM 1 H EX SIGNAL HEAD AND NUMBER /T -- EX CONDUIT, W/ LABEL — t EX LUMINAIRE H EX RED POLE AND PUSH BUTTON I 17 � EX PED HEAD AND NUMBER EX GROUND BOX PROP 352i SIGNAL CABINET 1 N PROP SIGNAL HEAD AND NUMBER H PROP RED POLE AND PUSH BUTTON 17 rI PROP RED HEAD AND NUMBER 1 44-Bl PROP BIKE SIGNAL HEAD AND NUMBER ® PROP CURB RAMP — — RIGHT-OF-WAY UNE T —_ PROP CONDUIT RUN, W/ LABEL � m GROUND BOX TYPE D, W/ APRON t POST MOUNTED SIGN 1.L MAST ARM MOUNTED SIGN F- SIGNAL POLE MOUNTED SIGN w HYBRID DETECTOR (ITERIS VANTAGE NEXT WITH VANTAGE VECTOR) DETECTION ZONE CONSTRUCTION NOTES CONTRACTOR SSLS ANDROTECT ALL LEXIST D oIHERMS, EES,NOTFENCES. THE I LL Cp NOTNCr THE FOLLO NG Ar LEAST 48 HOURS PRIOR TO WATER,.0 AVAMNG AT EACH FORT WOCT1 0oRS (en) ---E296 (e 39 0 FORTATUON'CRTH TkP(81)) 21))8-4366 B10ERAn ONCOR E A y ELECTRIC 38IX3315-6214 TXU SEC TELEPHONE (817) 338-6819 CHAR"' COMM (817) 509-6272 EXT 3363 ALL OTHER FACILIGRES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL YP CONTROL SET YP CON— SEr YP CONTROL SET YP CONTROL SET E 2343)84.83 E 23421K2.68 E: 2341361.T1 E 2341184.83 ElEV: 508.45 E1EV: 510.. EIEV: 553A8 EI£':.1. BN 0110 BN /111 BM '112 7R - CUT X" CUT YP CONTROL SET 3p N: 896 7M 73 N: 696351022 E. 233T0)5.91 E: 23N1 Q E. 2334 4.24 ELEV: 556.08 ELEV: 542.13 EIEV: 537.01 024 Kimley » Horn Texas Registered Engineering Err, F-928 Texas Department of Transportation © 2023 SIGNAL EQUIPMENT DETAIL SHEET (NW CORNER) SYLVANIA AVENUE & E. 4TH STREET DESIGN I FED RD. DIV NO AA 6 GRAPHICSSTP FEDERAL AID PROJECT N0. HIGNOWAY 2023(697)TP IST ST JRD STALE DISTRICT COUNTY SHEET NO I TEXAS FTW TARRANT s DNTreDL G0902 SEGnDN DB DID SRA I 90 195 s e P g ul 6 _ o e F & ^ — — POLE INFORMATION & — _ — — _ POLE NUMBER ( T-1 E-1 P-1 T-2 P-2 P-3 E-2 P4 P-5 P-6 MAST ARM LENGTH / 40' 1q 28' WA 40' WA N/A 28' N/A N/A N/A J POLE/FOUNDATION / SMA136-A / EXISTING 24-A SMA I36-A 24-A 24-A EXISTING 24-A 24-A 24-A J` WITH LUMINAIRES NO ) YES NO YES NO NO YES NO NO NO SIZE OF LENS ( 12" /l 12" >< 12" >< 12" 12" �� >< >< �G ) SIGNAL TYPE ( V38 V3 V3 AH5SL• V3• P P V3B V3 V3 P P B DH5SL• V3• P P P P B SIGNAL FACE NO. ; 1 2 3 7 8 9 10 11 12 13 14 15 16 17 18 19 20 4 5 6 c <R R R R R DW DW <R R R DW DW R(BIKE) R R DW DW DW DW R(BIKE) j ( <SY/FY Y Y Y Y W W <SY/FY Y Y W W Y(BIKE) Y Y W W W W Y(BIKE) LED SIGNAL INDICATIONS G G G SV G G G G I_ G (BIKE) <SY G G (BIKE) ) 'Jt (ux,) 'FDCISTING `/ I CABLE/WIRE INSIDE ALL SIGNAL HEADS SHALL HAVE BLACK ALUMINUM, REFLECTIVE, VENTED BACK PLATES. `OLE (F7ET) p I SUMMARY OF%PNIDUIT \NDCAB-ES alt7 i O M CONDUIT POLE O; p; 0 3 S u i NUMBER n e N e A' X t" w RUN SIZE BORE (B) O O p J NO LENGTH TRENCH (1) p p p 3 ^, i x x w p # Q (LF) RIGID METAL (RM) O O P 1 10 20 PROP. EXIST. EXISTING (E) a m a Soa 3 u i I P 2 5 10 E-1 - 3 25 E e n 4 I P-3 5 20 R-2 3 10 T 2 6 8 1 1 1 ®[ 1 1 4 I�P5 P-4 155 110 R4 3 10 T 1 i 1 1 1 R5 3 - 10 T 1 1 1 I 40 R5 3 80 B 1 3 4 1 --2 &��W —\�� 40 E-7 - 3 10 E 1 t T 111 1 135 50 R-8 3 15 T 1 1 1 r �^'�`ry �/ 125 80 45 3 - 20 T 1 1 1 I TOTAL v 40 \ / 100 260 80 175 eta�7�'Hybrid Detection Cable shall be paid for under the 6083 17 3 3 ► B 1 2 1 I 1 Bid Item R-14 3 - 10 T 1 2 1 E-15 - 3 30 E 1 I SIGNS SIZE MOUNT MARK FURNISH & INSTALL I E-16 - 3 10 E 1 METRO (S SYLVANIA AVE) 102" X 20" MAST ARM 1�.)A 1 n••3�.1-r^��•9Q�� •-•��-��^�-�1��.-.��i� W125T 36"X 36' POLE 1 C R-18 3 25 CABLE TOTALSLF 230 545 830 400 20 20 545 1 I RRIOAl D) 18"X 36 POLE 1 ( ) � R10-11b 38"X 38" SIGNAL POLE 2 & C 3"l,R\ E C — ! I R10-12 (MOD) 30" X 36" MAST ARM 2 ., � �� I R10-10b 12"X 18" POLE 2 R10-i5R 30" X 30" MAST ARM 2 Notes: I METRO (S SYLVANIA AVE) 102" X 20" MAST ARM 1 This chart does not reflect the quantifies of cable inside the pole or existing cable inside of existing conduit. I 12 Only proposed conduits and wiring are shown. All existing wiring and conduit shall remain unless othewise noted. • Hybrid Detection Cable shall be paid for under the 6083 Bid Item. I MINIMUM PEDESTRIAN TIMING I LENGTH OF FLASHING DON'T TOTAL PED PED PHASE SIGNAL ROADWAYCURBTO FEET/SECOND WALKTIME yygLK TIME TIMING NUMBERS CURB (SECONDS) (SECONDS) (SECONDS) I 02W 10,14 65 3.5 7 19 26 I 0W 70 3.5 7 20 064,W 4, 200 60 3.5 7 18 25 I 08W 5,9 65 3.5 7 19 26 I (NOTE: THE AS SVE PEDESTRIA J TIMINGS ARE BASED 5N EXISTING G METRICS AS SHOWN ON THIS LAYOUT. I REVISIONS NO aFpnoa os/o3/z9z, LEGEND CONSTRUCTION NOTES COUTFOACTER SHALL NPROMCT ALL EXIS"o UTILITIES, TREES, FENCES. RETANNING LESS DIPERRISE N07D THE CONTRACTOR SHALL Cp NOTNCr THE EOLLOWNG Ar LEAST 48 HOURS PRIOR r0 EXCAVATRE AT EACH -B -OTH D(i1ELOPA—S (817) 392-8296 AruclvkP=a7) a) 392-00 EROOUCOy&LE7)15-6214 TXG NER 8 SOC TELEPHONE (817) 338-6619 CHARTER COMN (817) 509-6272 ExT 3363 u OTHER FACILITES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL YP ON 1DS CONTROL SET YP CONMOL SEr YP C1.7 ONTROL SET W CONTROL SET E 23437B4.83 E, 2342.2.ES E:41 - 2341361.T1 E 2341164.83 ErEV: 508.45 E1JV: 510.88 E-: 553.48 Et£':.1. BM #110 eu gn1 au Bn2 7XT cuX- CUT YP CONTROL SET 3pB.30 63738 N: 69.73 N: 698351022 E. 2337075SI E: 23NIGO I E. 2334924.24 ELEV: 556.08 E1EA S42.13 E— 537.01 oz4 4R,yo� sue,`` Kimley » Horn Texas Registered Engineering Firm F-928 Texas Department of Transportation © 2023 SIGNAL SUNIMARY SHEET SYLVANIA AVENUE & E. 4TH STREET N I FED RD. AA HIV NO 6 FEDERAL AIO PROJECT N0. HIGNOAY STP 2023(697)TP IST ST JRD STALE OISTRI IT COONtt $HEFT NO I TEXAS FT"TARRANT sRA9DNTRDL sEDnDry Da 021 SRA I 0902 90 195 Kimley)))Horn Request for Information Response Form Project Name: E. 4t" Street / E. 1st Street Striping and Bicycle RFI M 004 Version M 3 Trail Improvements Project No.: CPN 102601 Response Needed by (NLT): 03/30/2024 City Project Manager: Iskal Shrestha, PE Response Date: 4/11/2024 Design Firm: Kimley-Horn Response Author: Abhishek Acharya, P.E. RFI Title: #4 — Remove and Replace Paving Panel Overage Attachments:092 Image ❑ Document RFI Response: 1. Please see revised sheet 092 (attached) showing the removal and replacement of three (3) panels of concrete pavement. Existing subbase and subgrade to remain in place during construction. Does Response Require Change Order Proposal: Yes ® No ❑ Contractor's Response: Change Proposal (if Applicable): Spec Section # Work Item Description Unit Quantity Unit Price 1046001 REMOVING CONC (PAV) SY +43 $29.00 3606001 CONC PVMT (CONT REINF — CRCP) (7") SY +43 $121.00 Total Proposal Amount: Total Additional Days: City PM Status: Accepted ❑ Rejected ❑ City PM Comments: Total $1, 247.00 $5, 203.00 $6,450.00 0 x NaRrH 9�f.-, . - ? INSTALLB" DOT WHnE PAVEMENT MARKING' _ T INSTALL B" YELLOW PAVEMENT MARKING (94D IF) INSTALL LANE "ONLY' (45 LL) (3' STRIPE, 9' SPACING) W INSTALL TY II -A -A RAISED PAVEMENT MARKER LEGEND 1 EA INSTALL 6" WHITE PAVEMENT (SPACING 40') (TYP) ( ) ,INSTALL LANE LEGEND BIKE SVMBOL Z INSTALL LANE LEGEND BIKE SYMBOL _MARKING (55D LF) AND ARROW WITH GREEN THERMO°. W AND ARROW WITH GREEN THERMO `INSTALL a' WHITE PAVEMENT MARKING BACKGROUND (TYP) ¢ BACKGROUND (TYP) C l (BD LF) INSTALL TY I C RAISED W 2 O / PAVEMENT MARKER (20SPACING) B 1 Z INSTALL 6" WHITE PAVEMENT I~11 /• j MARKING (280 LF) i5-113 1 i LU - 11'I0' _ _ _ _ _ _ _ _ _ U _ E4THSTREET --------' -------------1-- - Q --------- 110' _ 1_ I , _ 4 INSTALL a° YMIIE PAVEMENT IN; INSTALL 6" WHITE PAVEMENT MARKING (2D' SPACING) (TYP) (VA MARKING (960 T) NSTALL L AND ARRC INSTALL 6' WHITE DOTTED NNE BACKGROI. (32 LF) (2' STRIPE, 4' SPACING) (TYP) INSTALL V..T AL JERSEY INSTALL 6" WHITE PAVEMENT MARKING (660 LF) INSTALL LANE LLG-END BIKE J Y BARRIER (330�T f�I SYMBOL AND ARROW (TYP) Q W EMOVE AND R�IPLACE I Z LU CONCRETE PANEL ' W ]° CONCRETE PAVEMENT E 4-�H S Plitt I t r J INSTALL 5" WHITE PAVEMENT MARKING (50 LE) / < f _ n _ INSTALL 6° -A- INSTALL e" WHITE PAVEMENT - LEGEND BIKE INSTALL TY 11 SYMBOL ANDINSTALL ARROW (TYP) (SPACING 40') (TYF 3 INSTALL e" RAISED PAVEMENT MARKER MARKING (20' SPACING) (TYP) �� II II Imo' (' INSTALL VERTCAL JERSEY INSTALL B. WHITE PAVEMENT (� ,.. III BARRIER (375 LF) MARKING (950 Li BID ITEM PAVEMENT MARKINGS/MARKERS MATERIAL UNIT QUANTITY u I 247 6061 FL BS (CMP IN PLC)(TY A GR1-2) (6") SY AT9- 3=8 13606001 CONIC PVMT(CONT REINF-CRCP)(71 SY l 68 )gym n I 5146016 PERM CTB FSHAPE��((TTYY4 CONIC LFI - SECTION A I 644 6001 IN SM RD SN SILK TY10ii�Y�+j)1) AWI SIGN EA v 4 s vEuoW 16666172 REFL PAV MIRK TY III 6" UU THERMO LF 32 1 8" GOLD WHNE I 666:174 REFL PAV MIRK TY I((4V} B�SLD THERMO LF 3.450 LANE UNE z % I 666 6176 REFL PAV MRK TYIIB�ikERR DO THERMO LF 45 FACE OF CURB6666182 REFL PAV MRK TLD THERMO LF 1395 206666192 REFL PAV MRK TSLD THERMO LF 116668192REFLPAV MRK TRD` THERMO EA 16666200 REFL PAV MRK TY II THERMO EA 5 " I 6666202 REEL PAV MIRK TY II Y✓)/B1KE SYMBOLI THERMO EA 5 1 6666210 REFL PAV MRK (, 6" (SLD) THERMO LF 1.940 I 672 6007 REFL PAV MRKAA T I-' RPM EA 4 I 672 6009 REFL PAV MRKR TY 11-A-A RPM EA 24 1 _ 8 1 6726016 TRAFFIC BUTTON TY W (TURTLE DOMES) RPM EA 187 1 m1. m TYPICAL BUFFER DETAIL 's v E15 a 3m e e WHTE 5' (TVPJ u.ArcP (r14m) B WHTE 5 s0u0 WH TE LANE LINE 8" rFA¢ of cuRB REVISIONS No DATE 3 R RFIn N a./as/zoz. GRAPHIC SCALE IN FEET 10 20 ? 0 IF 11X17, SCALE IS 1"=40' LEGEND W WAY BIKE LANE R5-IS R3-17 12" X 18" 30" X 24" NOTES 1. LANE LEGEND BIKE MTH GREEN THERMO BACKGROUND TO BE PAID FOR MTH ITEMS 666 6200, 666 6202, AND 666 6182. 2. 8" RAISED PAVEMENT MARKERS TO BE PAID FOR WITH ITEM 672 6016. CONSTRUCTION NOTES mA G WALSLIS ANo STRUCTURES UNLE65 OTHERWIISE-NoiED LACES. TO E ACTOR HALL CLOCp NOTNCT THE FDLLOWING AT LEAST 48 HOURS PRIOR TO —AVADOGB D(Bi) 352 OPERATING 10o ATONG (817) 392-8296 711 Foal WORTTH v(e1J) z15-436s ON—TXIJ EASATMOS RRGY 1 ELECTRIC(81J) 215-6214 133 SBCTLEPHONE (817)2338-6819 R T COUH. (817) 509-6272 EKT 3363 ALL OTHERFACILITIES 1-800-DIG-TE88 HORIZONTAL & VERTICAL CONTROL VP CONTROL SET YP CONIROL� 1P COMRCL SET 1P CONTROL SET E 2313J84.11 83 E 23429.2.88 E.231.11.J1 E 2341164.63 ELEV: 506.45 1 # 510.86 ELEV: 553.18 ELLY: 554.55 BM InD BM GOT BM 1Tnz NK'�g "X" CUT YP COMROL SET 307SAI N: 6983J36.J3 N: 696 ..22 E 233JOJ5.91 E: 2]31800.12 E' 233137.Ol E11V: 556.06 ELLV: 342.13 flfV: 53J.01 a rg410/ ' Kimley Morn Texas Registered Engineering Firm F-928 Texas Department of Transportation If © 2023 5 PAVEMENT MARKING & SIGNAGE PLAN m (SHEET 7 OF 14) 6' ]' OEGGN I NWP APHICSJRD/PZ FED^RDD 6 FEDERAL AID PROJECT NO NIGHOWAY STP 202316971TP IST ST STATE DISTRICT COUNtt HOT I TEXAS FTW TARRANIT s coN ROL SECTION DB I 092 SRA I 0902 90 195 Kimley)))Horn Request for Information Response Form Project Name: E. 4t" Street / E. 1It Street Striping and Bicycle RFI #: 005 Version #: 2 Trail Improvements Project No.: CPN 102601 Response Needed by (NLT): 03/30/2024 City Project Manager: Iskal Shrestha, PE Response Date: 6/24/2024 Design Firm: Kimley-Horn Response Author: Abhishek Acharya, P.E. RFI Title: #5 CTB End Treatments Attachments: Revised Sheets 092-094 Image ❑ Document E & 097-099 & 100A RFI Response: 1. Engineer agrees with the need for end treatments and proposes the TAU-II-R (N) end treatment. 2. CTB will now only be installed over the bridge. Elsewhere longer sections will be replaced with 8" concrete curb and gutter, while shorter sections will be replaced with turtle domes. Please see revised plan sheets and quantity changes. Does Response Require Change Order Proposal: Yes E No ❑ Contractor's Response: Change Proposal (if Applicable): Spec Section # Work Item Description 1056092 REMOVING STAB BASE AND ASPH PAV (5„-8„) 2476219 FL BS (CMP IN PLC)-TY A GR 1-2)(9") 5146016 PERM CTB (F-SHAPE) (TY 4) 5286002 COLORED TEXTURED CONC (6") 5296002 CONC CURB (TY II) (8") 5456006 CRASH CUSH ATTEN (INSTL)(L)(N)(TL2) 6666036 REFL PAV MIRK TY I (W) 8" (SLD)(100MIL) 6666178 REFL PAV MIRK TY II (W) 8" (SLD) 6726016 TRAFFIC BUTTON TY W (TURTLE DOMES) 6786004 PAV SURF PREP FOR MIRK (8") City PM Status: Accepted ❑ Rejected ❑ City PM Comments: Unit Quantity Unit Price Total SY +803 $42.30 +$33,966.90 SY +269 $49.28 +$13,256.32 LF -1,631 $165.00 -$269,115.00 SY +269 $140.00 +$37,660.00 LF +2,405 $60.00 +$140,692.50 EA +4 $33,008.55 +$132,034.20 LF +124 $3.00 +$372.0 LF +124 $0.05 +$6.20 EA +33 $250.00 +$8,250.00 LF +124 $0.05 +$6.20 Total Proposal Amount: +$100,736.82 Total Additional Days: 0 8' WHITE PAVEMENT MARKING (50 LE) BID ITEM PAVEMENT MARKINGSIMARKERS MATERIAL UNIT QUANTITY 2476061 1BBS(CMMPP IN PLC)(TY A GR1-2)(8") ASPH Sy ,39- A 1 514 I ��c0 PEVRM C( S IPE) P ��C�Mc -ate• LEA _ A 5gg4gq5gq�6006yy I bG"b'�72\��6*�0 CRASH GUSH A'ITEN INST L N TL2 METAL 16666174 1666 6176 REFL PAV MRKTYI �,JSLD REFL PAV MRK TY II B DOT THERMO THERMO LF LF 3A50 I 45 I 666617 I 666 6182 REFL PAV MRK TY `8 SLD) REFL PAV MRK TY II 124 fSUlii) THERMO THERMO LF LF 395 120 1 6666192 REFL PAV MRK TYI jJIyORD\ THERMO EA 1 I 866 6200 REFL PAV MRK TY II jjB ARR THERMO EA 5 I 6666202 REFL PAV MRK TY II )/BIKE SYMBOL 1 THERMO EA 5 I 66621 REFL PAV MRK Y j(ly) 6" (SLD) THERMO LF 1.940 I 872 6007 REFL PAV IT� I-c RPM EA 4 1 6726009 REFL PAV MRKR TY III RPM EA 24 1 1 6726016 TRAFFIC BUTTON TY W (TURTLE DOMES) RPM EA 187 1 TYPICAL BUFFER DETAIL 20' (TYPE) \\\ e .,.,E 6• (TYPJ aIN REVISIONS NO p Pn I ® RFRIHox 2 ® RD 1s 8" YELLOW PAVEMENT MARKING (94G IF) TY II —A —A RAISED PAVEMENT MARKER 40') I—) —INSTALL LANE LEGEND BIKE S AND ARROW EGG GREEN T BACKGROUND MARKINGV(2a0 LF) � �"� 1 w LEGEND _ Z_ 11to, s SECTION A - A YELLOW LANE WE FACE OF WRB Y 04/05/2024 O6A24/z024 —�..�..�WRONG OW WAY BIKE LANE 12" X. 30" X 24" 'AVEFMENT MARKER NOTES s»Mea 1. LANE LEGEND BIKE WITHPAP GREEN WITH ITEMS BACKGROUND TO 20 PAID FOR W11H ITEMS 888 8SEDD 888 8202, AND 888 8182E ERMO 2. 8" RAISED PAVEMENT MARKERS TO BE 'tiORT PAID FOR MT1 n 872 6016E N CONSTRUCTION NOTES O ERTICAL JERSEYLEE304 CONTRACT R SN aNOR�TR'Euc ALES EXISTING UTILITIES, FREES, FENCES. V) qtp HALL Cp NTTNCT LIE rOLLOWNG AT LEAST 48 HOURS PRIOR To EXCAVATING _ - - too Anorvs (817) 392-8296 M rRTT W' RG`VGAwnrE re0(ai) EUO OPERATIONS 0) �(et7) - - AOTMos ENERGY zts-436s O ONCOR GAS &ELECTRIC (81)) 215-6214 F- TXU ENERGY I- 00-233-2133 LU .1 TELEINONE (817) 338-6819 w TER OMMILIT1 09C 17) S0-6I]2 EXT 3363 ALL FACILITIES - - G-MSS HORIZONTAL & VERTICAL CONTROL Z SM 1103 SM g1m eM III. BM 1'..w YP OCNTROL SET TIP COIJIROLSET YP CONTROL SEr YP C86�OL SET Z E 2313784.BS E 23429.2.88 E.23413a1.77 E 23411 a4.83 50a.45 11 510.Ba ELEV: 553.11 ELEV: 11411 BM {1110 B.1 d111 BM /112 "%' "x" CUT CUr TP CONTROL SET C) eBe33p 1 16983736.73 N: 6963510.22 (IN0 (940 LF) F E 2--Al E: 23319-12 E' 2334624.24 Q E11V: 556.06 ELEV: 1.2.11 — 517A1 MARKER e/]5/2024 a rq4 @�NrIXMc� u� Kimley ))Horn 8" sOUD WH TE LANE NNE Texas Registered Engineering Firm F-928 rFAa of cuRB X Texas Department of Transportation © 2023 LAr NN 5 w PAVEMENT MARKING & SIGNAGE PLAN 5 (SHEET 7 OF 14) m m 0T m 7' 8' 11' 11' 6' ]' VARIES (4R' TYP) DESIGN I NWP pEDFROD 6 FEDERAL All PROJECT N0. STP 20231697)TP HIGNOWAY IST ST JRD/PZ STATE DISTRICT COUNtt HOT I TEXAS FTW TAR RANT s DOry ROL SEOTIO JOB 1 092 SRA I 0902 90N 195 1 REVISIONS No p sc6lP�n x A NaRry x 3 T - - GRAPHIC SCALE IN EMT INSTALL 6" WHITE PAVEMENT _ 0 T 20 40 MARKING (985 LF) 5 j, 0 IF 11 %17, SCALE IS 1'=10' _ INSTALL 8' YELLOW PAVEMENT MARKING (985 LF) _ - . ...� INSTALL TY II -A -A RAISED PAVEMENT MARKER (SPACING 40') (TYP) a E 4TH > D N E CN STREET INSTALL LINE LEGEND BIKE LEGEND s' O SYMBOL AND ARROW (TYP) \ r/L• 1 n.o, INSTALL VERT .,CAL JERSEY (490 BARRIER71 a IOU Z \� INSTALL VERTICAL JERSEY 4 0• E Z BARRIER (485 LF) 5 T A e = INSTALL LANE LEGEND BIKE % SYMBOL AND ARROW (TYP)� F §2 \ gNSF INSTALL 6" WHITE PAVEMENT MARKING (965 LF) d FINSTALL 6' MITE PAVEMENT MARKING (1020 LF) (TYP) ' - , --1 - E 1ST STREET R na �a_ SECTION A — A 6" SOLID WHITE LANE UHE 8" SOLID E LANE DNf OF ` FACE LU-e\ n \\\\\\\\\\\\\` NHN /"FACE OF CUFB S i i ' E 's 7' 6' if 116' T m $ VARIES (48' TYP) O Z� U h �e •t w NSTALL LANE LEGEND I ..c SYMBOL AND ARROW - INSTALL VERTICAL JERSEY BARRIER (483 LF) rr `"`° "'^ �^ CO o W — w x H. (n _ W Z s• J x U IT MARKING (1020 LF) (TYP) INSTALL fi" YELLOW PAVEMENT MARKING (1020 V) INSTALL LANE LEGEND BIKE H Q INSTALL (SPACING TY II -A -A RAISED PAVEMENT MARKER SwABOL AND ARROW (TYP) 40') (TYP) NORTH �� _E PERM T4 jIn --*A�Au> S1VA 1n sia sD1� F W \ v R I S E A 1 6666202 REFIIKl1� Y\6BID) REEL AV KTHERMO LL F66662/00 1,985 ,985 672 6009 REFLPAVMRR A RPM EA 35 a6xz4rmz4 NOTES 1. LANE LEGEND BIKE PATH MEEN TiERMO BACKGROUND TO BE PAID FOR W1T1 ITEMS 666 6200, 666 6202, AND 666 6182. 2. 8' RAISED PAVEMENT MARKERS TO BE PAID FOR WITH ITEM 672 Sale. CONSTRUCTION NOTES CONTRACT -Le AND =TRUa STRUCTURES UNTIES UTILITIES, ^NOTE FNGE SHALLTHE CONTRACTOR Cp NTTNCT THE FOLLOWING AT LEAST 46 HOURS PRIOR TO EXCAVATING AT EACH FORT _Nm - - BDEPT HEW ROPERATIONS (en) 392-8296 FORT v�(en) 21 ONG" GAS& ELECTRIC (817) 215-6214 TYU ENERGY MCCHARTLEPHONETER CM. (617)2338 �68�9 ALL OTHER FACILITIES71 500 DIG -LESS 3363 HORIZONTAL & VERTICAL CONTROL RM 1103 BM g1m RM y1a7 eM glue N E: CONTROL ETE CONTROLTROLSET V WRDLET �O4L.8e3SET 34.5624NE B3O7 SE g116iC ELEV: 508.45 ELEV: 510.Be SUED: 553.18 ELEV: 554.35 BM Yn0 DM dtt1 RM pnz Nx'Cr Cur 'x' CUT YP G-UL SET 8.30 E: ee3736.7I N: 063510.22 337 E 2075.91 : 3N900.12 E: 23N824.24 ElEV: 556.08 ELEV: 542.13 ELEV: 537.01 s/a5Y " a' .yf Kimley >)Horn Texas Registered Engineering Firm F-928 Texas Department of Transportation If © 2023 PAVEMENT MARKING & SIGNAGE PLAN (SHEET 8 OF 14) NWP 6 STP 20231697)TP IST ST JRD/PZ srATE 011TRICT couNtt HOT I TEXAS FTW TARRANT CHECK � caNTROL SECTION Joe 093 SRA I 0902 90 195 REVISIONS INSTALL LANE LEGEND BIKE N0 ® 6C�RI05 x 06/24/2024 SYMBOL AND ARROW (TYP) OE INSTALL 8' RAISED PAVEMENT NORTH Y INSTALL 8' YELLOW PAVEMENT MARKING KKR LF) MARKER (WHITE) (TYP) 3 INSTALL TY II -A -A RAISED PAVEMENT MARKER g INSTALL 6" WHITE PAVEMENT MARKING (940 LF) (SPACING 40') (TYP) T. INSTALL 6' WHITE PAVEMENT I GRAPHIC SCALE IN FEET 77 - + MARKING (355 LF) 0 10 20 4 1, F • 6�, • / ' ^ • " a IF 11X17, SCALE IS uu 0 LU n.o' E I ST STREET LuL 6 F LEGENU _I LA ��. USTALL CRASH CUSHION (2 EA) I(j�_ ._ . � 20 V (TYP) Of INSTALL 8" WHITE PAVEMENT Q R3-17 2 _ \! 3lJ MARKING (20' SPACING) (TYP) INSTALL 6" WHITE PAVEMENT MARKING (580 LF) Z t INSTALL LANE LEGEND BIKE 5YMBOL ` W r RS-iB 1 AN O ARROW WITH GREEN iHERMO WRONG 0 BACKGRWND (TYP) WAY - � BIKE LANE f NORTH 2 4-17 "XX 18" 31"X 12" 24" NOTES 1. LANE LEGEND BIKE WTH GREEN TiERMO INSTALL 6' WHITE PAVEMENT MARKING (945 LF) �B*PA-MMTINSTALL 8' RAISED PAVEMENT 7 INSTALL LANE LEGEND BIKE BACKGRWND TO BE PAID FOR Y4TI1 ITEMS ) MARKER (WHITE) (TYP) SYMBOL AND ARROW (TYP) 666200, 666 6202, AMD 666 6182. 2. B" RAISED PAVEMENT MARKERS TO BE iPAID FOR WITH ITEM 672 6016. B ��`� , r: CONSTRUCTION NOTES 0 CONTRACT R SHALL PROTECT ALL EXISTING UTILITIES, TPEES, a RETANIN SS F "B zG• j arec snALLs co�oACTur11E STRUCTURES nTTMEAsr a HOURS rvvre ore To _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ _ _. _ . _. _ . _. _ . _. . _. . _. . _. .ENDW .111p WAT&T _ _ _ ° s Z 11.0' TEATM °(ai> 3s2� etoo An rvs (en) 392-e296 E 1ST STREET oxUo NE G e E 00-2 3-21 I15-6z1a 0-233B-681 33 (� y-2� W SBCRTELEPHONE (81 J?338-6819 „. T' R,AC TI 1) 500-6 72EXT 1E55 3363 Q 7 a, y J nu OTHER FACILITIES - - - 8.0' = HORIZONTAL & VERTICAL CONTROL B F SM 1103 BM g1m eM III. eM 11B6 t ✓ Q N. CONTROL a60 S6� N. CONTROL6861406.a0 N. WRSEE W 51 7 NTROL95ET E: 2342992.88 E: 2341361.7J E 2341164.83 T I INSTALL 8" YELLOW PAVEMENT MARKING (950 Lly El£V: 508.45 ELEV: 510.68 EIEV: 553.18 EL£V: 554.35 INSTALL 6- WHITE PAVEMENT MARKING INSTALL W II -A -A RAISED PAVEMENT MARKER BM_ Y110 W dt 11 BM /112 (1415 LF) 'j (� SPACING 40') (TYP) N: eB63 RL. N:"6%3736.73 N: 5110.22� 233JOJ5.91 E: 23N800.12 E23N824.24 E11V: 556.06 ELLV: 642.11 FIEV: 517.01 6/25/202a SECTION A - A v 1qV e r[uax SECTION B - B aFrf It.Nc B uxB 6 —E FNx, Bel-rACE Iane/ IF�ff Kimley >)Horn c 3 3 gg Texas Registered Engineering Firm F-928 RPE E m 5 I < " Texas Department of Transportation © 2023 N E Y 6 11vAMEs (46' rwjl 6 7 I Y 2 H —ES P B' (Ie Tm) 2 vn R@ qS 1p�,u yu(geayTr I PAVEMENT MARKING & SIGNAGE PLAN ®� _61s Lf 9b Y (SHEET 9 OF 14) i 8 5456006 v CRAS S L TL21 METAL EA 2 V TYPICAL BUFFER DETAIL I'A' tPY��• "$wry-^ �' I 20' I6GB'A, t TFfERMO Cf 4.A 1 6668178 REEL PAV MIRK TY II �9'SLD THERMO LF 445 1 / ® ® oWP I FED FEDERAL AID v6oNEcr No. HIGHWAY 666 6182 REEL PAV MRK TY II 11� ((SL)) THERMO LF 40 I ® ® ® ® ® ® ® ® ® ® ® ® N W P wwY 16666200 REEL PAV MRK TY II BIKE AF2RUW� THERMO EA 5 I IH R\\ 6 STP 20236971TP IST ST 1 6666202 FEEL PAV MRK TY II BIKE SYMBOL THERMO EA 5 I �4 wYtE �E `w'Mxn�sm vnWuexl �� JRD `PZ I srATE DISTRICT eouNtt Ho o 's 16686210 REFL PAV MRK I l8"/SLD) THERMO LF 1.885 I 5 /rw) ( SEA TEXAS FTW TARRANT ' 1672 6009 REFL PAV MRKR 17-,4-A RPM EA 23 I CITESRA carvmoL secTlo JOB 094 Y 3 E 1 672 6016 TRAFFIC BUTTON TY W (TURTLE DOMES) RPM EA 131 I I 0902 90 N 195 Y f`• IN5 5 ' f• e .INSTALL fi' YELLOW PAVE f. __ NSTALL TY II -A -A RAISEI _ (SPACING 40') (TYP) 6" WHITE RAVEN .INSTALL MARKING (105 Li 8 INSTALL e" WHITE PAWI ° MARKING (16 Li 4 INSTALL LANE LEGEI SYMBOL AND ARROW WITH THERMO BACKGROUNI "a 1 W'2 80 CO CO Fl-- a W 12.0' W s W J TO y _ INSTALL B" WHITE PAVEMENT - MARKING (16 LF) INSTALL 6" WHITE PAVEMENT MARKING (95 LF) 3 INSTALL 8° WHITE PAVEMENT MARKING y (90 LE) INSTALL TY-C RAISED PAVEMENT MARKER (4 A) (20'C SPACING) (TYP) w INSTALL 6" DOTTED WHITE PAVEMENT QI B MARKING (36 LF) (2' STRIPE. 4' SPACING) _ INSTPII 24" WHITE PA(30 LF)B Li MARKING � - o INSTALL 6" BRK WHITE PAVEMENT INSTALL TY I-C RAISED PAVEMET _ � 8 N S fi ry E $ REVISIONS INENORTH o. ® sSClRlPIoN a5po/zoz4 ® 3 ® RR fs 06124/2024 STALL 8" WHITE PAVEMENT MARKING TYPICAL BUFFER DETAIL 30 UP) INS ILL I-C RAISED GRAPHIC SCALE IN FEET TALTY N .PAVEMENT MARKER (4 EA) (20' BIKE 20• (TYI 0 10 20 ? 1P) SPACING) (TYP) 0 IF 1-7, SCALE IS 1°=40' �'IINN INSTALL fi" YELLOW PAVEMENT MARKING (2fi0 LF) I INSTALL TY II -A -A RAISED PAVEMENT MARKER (SPACING 40') (TYP) 5' (TY➢.) WI_—E aR� D PAVEMENT MA R B' NHnE :END a xHl>E LEGEND ttP) I n W INSTAU, 8° 111 PAVEMENT n ,,... MARKING (88 LF) N INSTALL 8° N}IRE PAVEMENT MARKING _ (t05 LF) INSTALL tt-C RAISED Q �I• �� I yPAVEMENT MARKER (4 EA) (20' _ �. SPACING) (TYP) LU m WRONG .. __ ___ .MARKINGINISTAU-S(IGO" W IT)PAVEMENT WAY BIKE LANE 12.5' 125' .5' 12.5' 12.5' NS ITALL 6" YELLOW PAVEMENT MARKING (310 LF) R5-1B R3-17 INSTALL TY II -A -A RAISED PAVEMENT MARKER 12" X 18" 30" X 24" T 111f INSTALL 24" III PAVEMENT (SPACING 40-) (TYP) 11 MARKING (32 LF) NOTES 1. LANE LEGEND BIKE WTH GREEN THERMO BACKGROUND TO BE AID FOR WITH (ITEMS / - - - _ _ ' INSTALL B" YELLOW PAVEMENT NARKING (INLF) � 2 BB'B' 6200,RAISED PAVEMENT MARKERS TOBE2. . . I. - O PAID FOR WITH ITEM 672 6016. 7A' ( - F CONSTRUCTION NOTES LU • .! . .,.. — — W CONTRACTOR WALLLLS aNORSMUC MCIARES UNLESS 01HERNIEEN0 c �NCEs. INSTALL 24 WHITE PAVEMENT ® I' ' _ _ •� ®{ �� ` GRHALL cp NONCT THE F-11NG AT LZA82941 HOURS PRIOR TO MARKING (430 LF) TOTAL 3.5' E%CAVAIINGA AT E Al OC ATAT 5. t 56.0' ° - - LLI aouos nn'iR�T-W DE 5> as s e oo An Ns (eIT) 39 - _ - Z ONCOREAS k ELECTRIC1(817) 215-6214 - 00-233-2133 — INSTALL LANE LEGEND BIKE SYMBOL - - — — — = CBCRTEREPHONE (81]) 338-6819 63 13.5'� AN ARROW ARROW WITH GREEN THERMO ALL OTHER OMNILITI817) 5009-6I72 FIT 33 BACKGROUND (TYP) E 1ST STREET C) A FAG G MSS a - • \ — " . - - / < HORIZONTAL & VERTICAL CONTROL F ] D' Y - " IBM 111031 eM gtm em III— eM 111u6 F i} ��.. N CONTROL Kosa� X 69WBi4o6 ao� N CONTROL SET M 69"171L9s5ET E 2343784.83 E 2342992.68 I 234136177 E 2341164.93 T INSTALL fi° YELLOW BRK PAVEMENT MARKING (40 LF) 0— 508.a5 ELEV: 510.66 ELEV: INS 48 ELLY: 554.35 R5-1B T `\ .�( INSTALL TY II -A -A RAISED PAVEMENT MARKER BM_Y110 @1 dtll BN /112 I I I I I I I I I ] 2 �R3-17 \\ (SPACING 40') (ttP),• N BB633 L. N:"6%3736.73 N:IT YIP CONTROL Mr \\`` E 23371-Al E: 23N900.12 E' 23.N624.2e -+ INSTALL 6' WHITE PAVEMENT { LLEV: 558.06 ELEV: 642.13 fl2V: 537JY ,t'* •'�I MARKING (480 LF) s/z5/zoza INSTALL 8" WHITE PAVEMENT 1a MARKING (84 LF) INSTALL B° RAISED PAVEMENT] II.S' 120' 12.0' 1 INSTALL GREEN PAVEMENT MARKER (WHIRS (TYP)'_ rexl=xn xxw. -�.— MARKING (132 LF) TOTAL INSTALL WHITE PAVEMENT MARKING (44 LF) TOTAL 1 INSTALL 24" W17 PAVEMENT MARKING (38�ILT) TYE) / Kimley >)Horn Texas Registered Engineering Firm F-928 BID ITEM PAVEMENT MARKINGSIMARKERS MATERIAL UNIT QUANTITY 6446001 IN SM RD SIN SUPBAM TY10BWG(11�1SA(P) SIGN EA 2 6666171 REFL PAV MIRK TY II (,W)6"(�RK THERMO LF 215 Texas Department of Transportation _ 666 6172 REFL PAV MRK TY 11 lily 6'/+DO THERMO LF 36 © 2023 \�-wsrALL e° WHITE PAVEMENT MARKING 6666174 REFL PAV MIRK TY II fi SLD THERMO LF 1,110 s0 E) INSTAL TY I-C R,MsED 6666178 REEL PAV MRK TY II (`8" SLID THERMO LF 715 PAVEMENT MARKER (4 EA) (20' 666 6182 REFL PAV MIRK TY II 24 SLD THERMO LF 805 'PACING) (TYP) PAVEMENT MARKING & SIGNAGE PLAN 6666184 REFL PAV MIRK TY II AIR OW THERMO EA 4 j 6 (SHEET 12 OF 14) 666 6192 REFL PAV K TY II ARD THERMO EA 4 666 6200 REFL PAV MRK TY II B E ARR �V� �\ THERMO EA 2 � 1� S gLv� _` � O�Q 1 ® DE GN I GDIVINO EDERAL AID PROJECT NO HI NOWAY NSTALL 6' YELLOW PAVEMENT MARKING (3]5 LF jf�s, v v\ J RMa G_ R APHIII 6 STP 2023�697ITP ST ST NSTALL tt II -A -A RAISED PAVEMENT MARIQR v_ P _ _A^ JRD/PZ STATE DISTRICT COUNTY (SPACING 40') (TYP) - _ - -- ''}�R�$p��J�Ij-' _ NOT ,6]2 �lC Ci DOMES SRA I TEXAS FTVV TAR RANT GR ROL SECTION JOB 097 SRA I 0902 90 195 INSTALL 6" YELLOW BRK PAVEMENT MARKING (240 LF) INSTALL TY II -A -A RAISED PAVEMENT MARKER (SPAONG INSTALL LANE LEGEND BIKE 40') (TYP) 2 SYMBOL AND ARROW (TYP) Milli � O sw s = — u) E 4TH STREET w J x 2 Q W oD r REVISIONS No p s N INSTALL LANE LEGEND BIKE NORTH 1 ® R SYMBOL AND ARROW (TYP) 3 INSTALL 8' WHILE PAVEMENT MARKING (20' SPACING) (TYP) GRAPHIC SCALE IN FEET ® INSTALL B' RAISED PAVEMMEN1 O 10 20 40 MARKER (5' SPACING) (TYP) 1� • - _ IF 11X17, SCALE IS 1'-40' 6 ' i / / / w Z — • — LEGEND TJ LU b INSTALL 6' WHITE PAVEMENT }\ MARKING (100 LF) `INSTALL 6" WHITE PAVEMENT 2 R3-17 MARKING (700 LF) 4 ' INSTALL LANE LEGEND ARROW INSTALL LANE LEGEND BIKE (TYP) REMOVE 8" STAB BASE AND ASPHALT PAVEMENT (231 SY) INSTALL 8' CONIC CURB & GUTTER (695 LF) INSTALL 8' COLORED AND TEXTURED GONG MEDIAN (78 SY) A SYMBOL AND ARROW WITH GREEN E THERMO BACKGROUND (TYP) REMOVE B" STAB BASE AND ASPHALT PAVEMENT (171 SY) INSTALL 8" CONC CURB & GUTTER (512 LF) INSTALL IS COLORED AND TEXTURED CONIC MEDIAN (57 SY) "1 MARKING I"9 WHITE PAVEMENT ( 55 LF) (TYP) IN LANE LEGEND BIKE 6" WHITE PAVEMENT MARKING (20' SPACING) (TYP) _ - • `+ T^� �• SYMBOL AND ARROW (TYP) /111TALL A ': I I II I •ll il ]10.. 5Z E1STSTREET sQ r ,sG 11.0' { $ A ' �1 3 INSTALL LANE LEGEND BIKE SYMBOL AND ARROW (TYP) REMOVE 8' STAB BASE AND ASPHALT PAVEMENT (117 SY) ® INSTALL 8' CONIC CURB &GUTTER (350 LF) INSTALL 8' COLORED AND TEXTURED CONIC MEDIAN (39 SY) 3=18 e SECTION A - A 6' BROKEN YELLOW LANE LINE INSTALL 6" WHITE PAVEMENT MARKING (960 LF) (TYP) REMOVE 8" STAB BASE AND ASPHALT PAVEMENT (17 INSTALL 8' CONC CURB & GUTTER (50 INSTALL B" COLORED AND TEXTURED CONC MEDIAN (6 INSTALL 6" YELLOW PAVEMENT MARKING (945 LF) IN TALL TY II -A -A RAISED PAVEMENT MARKER (SPACING 40') ® `INSTALL 6" YELLOW BRK PAVEMENT MARKING (220 LF) �r REMOVE 8" STAB BASE �AT.A-MENT (199 SY) INSTALL TY II -A -A RAISED PAVEMENT MARKER (SPACING 40') (l YP) INSTALL 8' CONIC CURB LF) INSTALL LANE LEGEND BIKE INSTALL 8' COLORED ANC MEDIAN (SE SY) Tyr�l1 SYMBOLAND �Pw�T ARROW (TYP) _ _ _ _ j�`�T REMO�NG STAB SE AND ARV�S'(-8a)^^ F ASS SY Ru / 2476219 FL BS CMP IN PLC TY A GR 1-2 (9) ASPH SY 246 514-6046 GONG LF 9,209 l 5286002 CO yy O C 1 ) CONIC SY 246 1 5296002II1(81 CONIC LF 2.203 3 w6" 8 YELLOW CL /1, YELIAWXVi,GOLDIELIWHnELAE LINE WRITE LANE LINE FACE OF oV C CURB �FP6 E OF cuRB b g 6666200 REFL PAV MIRK TY II „ E, 6666202 REFL PAV MIRK TY II, Py 6666210 RE�FL PAV MRKK Az" C TT TY 1 6' 7' VARIES (63' TYP) T E $ a � e 8' wHITE 'BIKE ARROWI THERMO EA 6 BIKE SYMBOLI THERMO EA 6 O6/24/2824 wR�oNc WAY BIKE LANE f R5-iB R3-17 12" X IS" 30"X 24' NOTE.. NORTH ANE LEG LEND BIKE WTH GREEN TH ITE BACKGROUND BI BE PAID FOR WITH ITEMS 668 6200, 666 6202, AND 666 6182. 2. B" RAISED PAVEMENT MARKERS TO BE PAID FOR WIN ITEM 672 6016. CONSTRUCTION NOTES 6 TRACC WALHLHS AND SIRRuc ORES UNLESS OTHERWISEN07IENCES. u UNLESS D SHEACONTGACTp ORp HALL Cp NTTNCT THE FOLLOWNc AT LEAST 48 HOURS PRIOR TO w- w An 392 PC -HEM OPERATIONS (817) -8296 6100 = Rv_(68])11171 436s ONCOR GAS& ELECTRIC (817) 215-6214 U) TXU ENERGY I- 00-233-2133 SBCTELREPHONE (817) 33B-6819 - - X R ALL OUTER OACTI S 1 800_6IG-EXT 3363 ILI w z HORIZONTAL & VERTICAL CONTROL ' J S SM 1103 BM g1m BM III. eM 11Oe W C04IROL SET 19 CONTROLS YIP CONTROL SET YP ONTR.L SET FE Q 23 47.8] E 2342992.68 E 2341361.77 E 2341164.83 — 508.45 D.EV: 51O.. ELLV: 553.48 E 554.35 BM Y110 BM d111 BIN /112 "x CUT 'X' CUT YP COMROL SET e96=11,210 N: 6%3736.73 N: 6963510.22 E 233707SAI E: 2334800.12 E23N624.24 ELLV: 556.08 E-642.13 flLV: 537JY 6/z3/zpz4 a rq4 �'A�an�F EC ) Kimley >)Horn Texas Reglst.,Rd Engineering Firm F-928 /'A Texas Department of Transportation © 2023 8" SLD) THERMO LF 2.350 46— OMESEA_ 39 IAA TYPICAL BUFFER DETAIL BIKE 20' (TYP.) -CUE MARR�u�sEG P MENr (WHI ) 8" WHnE PAVEMENT MARKING & SIGNAGE PLAN (SHEET 13 OF 14) NWP 6 STP 20231697)TP IST ST JRD/PZ srATE DlsmlcT cou9tt HOT I TEXAS FTW TARRANT s GON ROL 6EGTI0 OB I 098 SRA I 0902 90N 195 R n l>A INSTALL B" RAISED PAVEMENT I MARKER (5' SPACING) (TYP) C a tl 44I - MSTA INSTALL B" WHITE PAVEI INSTALL TY I-C RAISED PAV 't > 0) 0 F- e w w s x INSTALL 6" WHITE PAVEMENT y:. MARKING (430 LF) (TYP) � ' X INSTALL RKI £ W INSTALL 6" YELLOW PAVEMENT VAKII Z MARKING (320 LF) INSTALL LANE LEGEND BIKE SYMBOL J INSTALL TY III RAISED PAVEMENT AND ARROW WITH GREEN iHERMO x _ MARKEJSSPACING 40') (TYP) BACKGROUND (TYP) e U ® INSTALL B MITE PAVEMENT MARK-ING (20' SPACING) (TYP) R3-17 2 REMOVE 8" STAB BASE AND ASPHALT PAVEMENT (29 SY) INSTALL 8" RAISED P a -INSTALL 8' GOING CURB & MARKER (5' SPACING)G)(TYP P) d GUTTER - _ INSTALL 8* 8° COLORED AND-- TE%TIRED CONC MEDIAN (10 SY) y 11.0' 56 0' F 1 E^ I 7.0, r , w 3 _�v ---------------- -- INSTALL 6" WHITE PAVEMENT N �( MARKING (305 LF) (TYP) PAVEME w b INSTALL 8" WHITE'AVDAENT MARKING (2' REMOVE e- STAB BASE AND ASPHALT PAVEMENT (39 SY) (165 LF) INSTALL 8° CONO CURB &GUTTER (116 LF) INSTATE tt I-C RAISED PAVEMENT INSTALL e" COLORED AND TEXTURED CONC MEDIAN (13 SY) MARKER (16 EA) (20' SPACING) F INSTALL LANE LEGEND S //`ARROW (TYP) �,11 y/9 Lu ? `INSTALL 8" DOT WHITE PAVEMENT MARKING (27 LF) J I3 STRIPE, 9' SPACING) x ALL tt-C RAISED PAVEMENT MARKER (2 EA) $ H 1 ST STREET (46' SPACING) �8 �Wg-1R. - — — I IO• ee. 0o z I l.li n N�. nNY e Now ZINSTALLITE 24" WHPAVEMENT -_MARKING 4 TOTAL now I ®(I 105 2476219 092 ^ ��O G STAB BASE AND AGSPH P -B� — J� STD=U°1� T. 91iAA(IIT�C f(lI §14-6816 ,yy(, GONG LF 0 5286002 CO ) SY 23 ) \CONIC I 529 6002 C C F� II 8"C w �CCONIC-� LF �202 , v J R 6 THERMb da 1 68�666,66174 REEFFCLL MIRK PAVRKTY II 6" SLID LF T bS1iB7�� ^� ®rI bGbEbG ^ KI 181, �.�?7 MF 1_R��TYI ISL v•-\v `RPM �THERMO �700 d 8' 1666 6192 REFL PAV MRK TY f EA 4 1666 6200 KE AR:DTHERMO REFL PAV MRK TY II l THERMO EA 2 1 6666202 REFL PAV MRK TY 11 E SYMBO l THERMO EA 2 1 6666210 REFL PAV MRIC I 6" (SLD) THERMO LF 680 1 6726007 REFL PAV MRK I-C RPM EA 29 REVISIONS o ® scRlF�n x 06/24/zoz4 NORTH 3 GRAPHIC SCALE IN FEET 0 10 20 4 0 IF 11X17. SCALE IS 1"=40' LEGEND RIGHT LANE WRONG F11 ENDS WAY R3-1] R5.113 30"X 24" VV9-IR 12"X 18" 301,X 30" RIGHT LANE w MUST Z NOTES J 1. IANE LEGEND BIKE PATH GREEN THERMO TURN RIGHT x BACKGROUND TO BE PAID FOR WITH ITEMS (� 668 6200, 666 6202, AND 666 6182. R3-7R F 2. B" RAISED PAVEMENT MARKERS TO BE 30"X 30" Q PAID FOR WITH ITEM 672 6016. CONSTRUCTION NOTES CONTRACTORG WALLLLIS ANOAL RSSTRUC ABE 1XIIING ES UNLESS OTHTRWISE�NOTEFENCES. area HALL cDB p NTACT THE FDLLOWNG AT LEAST 46 HOURS PRIOR TO WATERAT&T 1-800-878_8711 FORT WORTH '7352D OPERATIONS ONS (817) 3-296 FORT WORTH -7"1 10 ENERGYE(82t ONCOR GAS & LECTC (817) 21-- TKU ENERGY DO-233-2133 SBCRTLEPHONE (817) 338-6819 OMNILITI 17) 50a9O-6I72 EXT 3363 ALL OTHER HORIZONTAL & VERTICAL CONTROL BM 1103 BM III— BM 1107 eM 110e C60EE 2O3D4I2NT9IR.SEE N 69NIROL95ET NE 34.SS24W783 .2E. 13712 E. 164.83 El£V: 506.45 D.EW 510.. IBEV: 553.48 OEM: 554.35 BM Ulo D.1 d111 Bid /112 "%- Cur °X° CUr YP CONTROL SEr eBe3 IT. N: 6%3736.73 N: 6963510.22 E 2337—JH E: 2334800.12 E23N824.24 E1EV: 556.08 ELEV: 1.2.11 — 517JY 6/z3/zoz4 a rq4 Kimley Morn Texas Registered Engineering Firm F-928 Texas Department of Transportation Ar © 2023 PAVEMENT MARKING & SIGNAGE PLAN (SHEET 14 OF 14) NWP 6 STP 20231697)TP IST ST JRD/PZ srATE DISTRICT COUNTYHOT I TEXAS FTVV TARRANT s GaN ROL SEGTID TDB 099 SRA I 0902 90N 195 it S PROPOSED 1.5' CUTTER — ❑A PROPOSED FACE OF CURB �a 1 et JJ Y Y I Y ( Y Y Y Y Y Y EX CONRETE PVMT EX FLEXIBLE BASE 18" -PROP 8" TYPE II CURB W/ 1.5' GUTTER MEDIAN SCALE. N.T.S. PROP 6" STAMPED AND COLORED fCONC MEDIAN 24" 18" PROP 8" TYPE II CURB W/ 1.5' GUTTER L—i 6" �' SAW CUT EX PAVEMENT (TYP) /�EX CONCRETE PVMT PROP 9" FL BS SEX SECTION A -A (N A)(GR 1-2) SCALE N.T S. FLEXIBLE BASE REVISIONS -A DEswlRnory DATE LEGEND CONSTRUCTION NOTES CONTRACTOR HALL PROTECT ALLELING JILITETRFENCES. TINNGWALLANDTTUNNW8WB PRIOR THE re TOACTOR SHCONACT THEFOL—c eEN �(P,) sz e1PEEHATO'S (517) 392-e2% E 'GGRRT aRaTH i�(e1J) 215-4366 E ON— EASENERGY 1 ELECTRIC 38I3115-621A SOC TELEPHONE (81J) 3B-6819 � CHARTER RCON, E1J' 509-6272 E- 3363 L OTHER -6GG-me-1ESS F HORIZONTAL & VERTICAL CONTROL EIM YP CONTROL SET YP CONTROL SET YP C107 iROL SET YP CONTROL SET f E 23a3J X" E 2"2992." E: 23l1361.T1 E: 2341184.83 E1£': 508.45 E12V: 510.. ETEV: 553.OR ELEV: 554.35 RN 0110 BN /111 - 'l12 N 69 •8T X" CUT YP WNREOL SET 3p5.30 N: 65E3J36.J3 N: 656351022 E. 233JOJ5.91 E: 23N90012 E. 23 M4624 [ E— 558.09 FIN: 542.13 E— 53J.1 E 6n6icoJa C Kimley » Horn Texas Registered Engineering Firm F-928 F ® L Texas Department of Transportation E Aw © 2023 CUSTOM MEDIAN DETAILS DESIGN I NEDRD FEDERAL AID PROJECT NO. HIGHWAY [ cJ� 6 STP 2023(697)TP IST ST F JRM I srA' DISTRICT COUNtt HOT t " TEXAS FT" TARRANTAA F DNTreDL nDN DN IOOA SRA I c0902 90 I95 L ooW oa� aow aim u ov' aio wok Oa3 iff 8Ixx8 TAU(M)(N) TL-3 SYSTEM LENGTH VARIES WITH TRANSITION TYPE GENERAL NOTES 23•-11" TRAFFIC FLOW I. FOR SPECIFIC INFORMATION REGARDING THE INSTALLATION AND TECHNICAL GUIDANCE OF THE COMPACT BACKSTOP FRONT CABLE ANCHOR SYSTEM, CONTACT: LINDSAY TRANSPORTATION SOLUTIONS (LTS) - BARRIER SYSTEMS,INC. AT (707) 374-6800. 180 RIVER ROAD, RIO VISTA, CA 94571 I I d } 2. REFER TO THE LATEST (LTS) INSTALLATION INSTRUCTION MANUAL FOR IMPORATANT SAFETY MESSAGES, COMPLETE SYSTEM ASSEMBLY, AND ANCHOR INSTALLATION REQUIREMENTS FOR THE NINE (9) DIFFERENT SITE TRANSITIONS. I�z" ,OOO O, 4 .0 3. INSTALLATION DETAILS FOR THE COMPACT BACKSTOP, FRONT CABLE ANCHOR AND FOUNDATION 27 7 6 5 w 4 3 2 1 PAD WIDTH OPTIONS ARE SHOWN ON THE INSTALLATION INSTRUCTION MANUAL FURNISHED TO THE ENGINEER. u aW _ I 4. CONCRETE SHALL BE CLASS "S" WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. I 5. IF THE CROSS -SLOPES VARIES MORE THAN 2% OVER THE LENGTH OF THE SYSTEM, THE CONCRETE PAD WILL REQUIRE LEVELING. MAXIMUM PERMISSIBLE CROSS -SLOPE IS 8% SIK PLAN VIEW row HJ NOTE: BOTH SIDE TRAFFIC FLOW 6. THE INSTALLATION AREA SHOULD BE FREE FROM CURBS, ELEVATED OBJECTS, OR DEPRESSIONS. PROTECTS HAZARDS TAU(M)(N) TL-2 SYSTEM CONTAINS (4) TYPE B (EAC) CARTRIDGES. UP TO 30" WIDTH INSTALLED ON ROADWAYS WITH MAXIMUM SPEEDS OF 45 MPH. 7. THE TAU(M)(N) SYSTEM SHOULD BE APPROXIMATELY PARALLEL WITH THE BARRIER OR CENTER FRONT SUPPORT LINE OF MERGING BARRIERS. ASSEMBLY 34 /z 8. THIS DRAWING REPRESENTS THE UNIVERSAL TAU(M)(N) TL-3 SYSTEM, A RE -DIRECTIVE NON -GATING CRASH CUSHION THAT CAN PROTECT HAZARDS UP TO 30-INCHES IN WIDTH. ALSO AVAILABLE IN TL-2 CONFIGURATION. : L: 32 5/e" 'I r- ►`�-�p'� TOW HOOKS 23•-10" I L6.. NOTE: TAU(M)(N) TL-3 CONCRETE PAD LENGTH ELEVATION VIEW 4 -0 END VIEW PAD THICKNESS VARIES - SEE FOUNDATION OPTIONS NOTES: NOTE: TRANSITIONS AND ATTACHMENTS TO VARIOUS BARRIER SHAPES, CONCRETE FOUNDATION PAD LENGTH VARIES WITH TL-3 AND RAILINGS AND BI-DIRECTIONAL TRAFFIC FLOWS ARE AVAILABLE. TL-2 SYSTEMS, SEE SYSTEM & FOUNDATION LENGTH TABLE. SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS MANUAL FOR ADDITIONAL TRANSITION DETAILS. FOUNDATION OPTIONS I SYSTEM & FOUNDATION LENGTH TABLE I 16" REINFORCED CONCRETE I SYSTEM LENGTH FOUNDATION LENGTH 18" UNREINFORCED CONCRETE I TL-2 = 15'-5" TL-2 = 15'-4" I ASPHALT OVER CONCRETE WITH MINIMUM I TL-3 = 23'-I1" TL-3 = 23'-10" I 6" EMBEDMENT IN CONCRETE 6" ASPHALT OVER 6" COMPACT SUBBASE I B" MINIMUM ASPHALT I * NOTE: REQUIRES AN ASPHALT ANCHORAGE PACKAGE: INCLUDES ADDITIONAL BRACES FOR THE FRONT CABLE ANCHOR AND THE COMPACT BACKSTOP, AND ASPHALT HARDWARE KIT. THE TL-3 ASPHALT CONFIGURATION ALSO REQUIRES NESTED SLIDER PANELS AND SHIMS AT THE LAST TWO BAYS. SEE MANUFACTURER'S INSTALLATION INSTRUCTION MANUAL FOR DETAILS. NOTE: SEE MANUFACTURER'S INSTALLATION INSTRUCTION MANUAL FOR FOUNDATION iE iE NOTE: ENGINEER OR CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER FOR THE CORRECT DECAL PER TRAFFIC FLOW, LEFT, RIGHT OR BOTH -SIDES. SPECIFICATIONS THAT INCLUDE, STONE AGGREGATE MIX, COMPRESSION NOTE: STRENGTH, STEEL SIZE, ANCHOR SIZE, AND EMBEDMENT DEPTH. DELINEATION BRACKET ATTACHES TRANSITION OPTIONS I VERTICAL WALL I USE THE I CONCRETE TRAFFIC BARRIERS I COMPACT BACKSTOP <W-BEAM GUARDRAIL I THRIE BEAM GUARDRAIL I NOTE: FOR BI-DIRECTIONAL TRANSITION PANELS AND BRIDGE RAIL END SHOE DETAILS. SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS MANUAL. TO FRONT SUPPORT ASSEMBLY. � APPLY DECAL � Q NOTE, DELINEATION BRACKET APPLY A HIGH REFLECTIVE DECAL TO THE DELINEATION BRACKET. DELINEATION DECAL ORIENTATION IS SHOWN ON THE CONSTRUCTION PLAN SET AND SHALL BE IN ACCORDANCE WITH THE TEXAS MUTCD FOR (TRAFFIC CONTROL DEVICES). DECALS ARE AVAILABLE FOR TRAFFIC FLOW ON THE LEFT -SIDE, BOTH -SIDES AND RIGHT -SIDE. BILL OF MATERIALS FOR TAU(M)(N) TL-3 & TL-2 SYSTEMS QUANTITIES PART NUMBER PART DESCRIPTION TL-3 TL-2 SYSTEM SYSTEM BSI-1708019-00 SLIDING PANEL GALVANIZED TAU(M)(N) 14 8 BSI-1708030-00 END PANEL, THRIE BEAM, GALV, TAU(M)(N) 2 2 BSI-1706001-00 CABLE ASSEMBLY, 7 BAY, TAU(M)(N) 2 - BSI-1805036-00 CABLE ASSEMBLY, 4 BAY, TAU(M)(N) - 2 BSI-1708018-00 FRONT CABLE ANCHOR I I BSI-1707034-00 COMPACT BACKSTOP 1 1 B030703 MIDDLE SUPPORT ASSEMBLY 6 3 B030704 FRONT SUPPORT 1 1 B010722 ENERGY ABSORBING CARTRIDGE TYPE B 7 4 K001005 TAU -II FRONT SUPPORT LEG KIT 1 1 BSI-1709083-KT TETHER KIT (INCLUDES ALL HARDWARE) 1 I BSI-1809041-KT SLIDER KIT (INCLUDES ALL HARDWARE) 7 4 BSI-1808033-KT CABLE GUIDE KIT (INCLUDES ALL HARDWARE) 6 3 BSI-1809040-KT TOW HOOK KIT (INCLUDES ALL HARDWARE) I 1 BSI-1808034-KT DELINEATION BRACKET KIT(INCLUDES ALL HARDWARE) 1 1 BSI-1808035-KT END PANEL MOUNT KIT (INCLUDES ALL HARDWARE) I I BSI-1808036-KT CONCRETE ANCHORING KIT I I iE*1 SEE NOTE HIGH REFLECTIVE DECAL I I ECN 3883 INSTALLATION AND INSTRUCTIONS MANUAL I 1 NOTES: UPGRADE KITS ARE AVAILABLE TO RETROFIT EXISTING NCHRP 350 TAU -II SYSTEMS To MASH COMPLIANT SYSTEMS. SEE MANUFACTURER'S PRODUCT INFORMATION. THE TAU(M)(N) UNIDIRECTIONAL SYSTEM IS FREE STANDING AND IS NOT REQUIRED TO BE CONNECTED TO THE HAZARD. TRANSITIONS TO GUARD FENCE, BRIDGE RAILS AND ROADSIDE BARRIERS SHALL BE IN ACCORDANCE WITH TxDOT'S POLICY. NOTE: THIS STANDARD IS A BASIC REPRESENTATION OF THE UNIVERSAL TAU(M)(N)SYSTEM, IT IS NOT INTENDED TO REPLACE THE INSTALLATION INSTRUCTION MANUAL. REUSABLE D ,Texas DeparimeM ol7hansporfallon SdneaN LINDSAY TRANSPORTATION SOLUTIONS UNIVERSAL CRASH CUSHION (MASH TL-3 & TL-2) TAU (M) (M -19 e t0uml9.Ogn w�ix00i cx�KN oE�VP cx� E©ix00i: 1PRIL H119 o caw.. .— .w Kimley)))Horn Request for Information Response Form Project Name: E. 4'h Street / E. 1 sr Street Striping and Bicycle RFI #: 007 Version #: 4 Trail Improvements Project No.: CPN 102601 Response Needed by (NLT): 04/08/2024 City Project Manager: Iskal Shrestha, PE Response Date: 5/10/2024 Design Firm: Kimley-Horn Response Author: Abhishek Acharya, P.E. RFI Title: #7 - Removal and Install of Signal Cabinet Foundations Attachments: Sylvania Summary Sheet & Image ❑ Document Riverside Summary Sheet RFI Response: 1. The existing 332-style traffic signal cabinets at the intersections of E 4th Street at Sylvania and Riverside are to be removed, and new 352i cabinets and ATC controllers are to be furnished and installed on the existing cabinet foundation pad per the General Notes on page 011. TXDOT Specification 680 covers the removal of traffic signal cabinets and foundations as well as the installation of traffic signal cabinets and foundations. The existing 332-style foundation is expected to be compatible with the proposed 352i cabinet, and contractor shall confirm compatibility of bolt patterns and other necessary components prior to ordering materials. 2. Please see attached for the revised Sylvania Summary Sheet and revised Riverside Summary Sheet showing proposed replacement conductor installed from the termination block back to the existing cabinet foundation. Does Response Require Change Order Proposal: Yes ❑ No Contractor's Response: Change Proposal (if Applicable): Spec Section # Work Item Description Unit Quantity Unit Price Total 0684 6029 TRF SIG CBL (TY A)(14 AWG)(3 CONDR) LF -320 $2.50 -$800.00 0684 6038 TRF SIG CBL (TY A)(14 AWG)(12 CONDR) LF +25 $4.00 +$100.00 0684 6046 TRF SIG CBL (TY A)(14 AWG)(20 CONDR) LF +580 $9.00 +$5,220.00 Total Proposal Amount: +$4,520.00 Total Additional Days: 0 City PM Status: Accepted ❑ Rejected ❑ City PM Comments: d S Al POLE INFORMATION POLE NUMBER ( T-1 E-1 P-1 T-2 P-2 P-3 MAST ARM LENGTH / 40' %A 1. WA 40' N/A N/A POLE/FOUNDATION SMA/3&A / EXISTING 24-A SMA I36-A 24-A 24-A WITH LUMINAIRES NO ) YES NO YES NO NO SIZE OF LENS I 12" /1 12" >< 12" >< 12" SIGNAL TYPE I V38 V3 V3 .OH5SL` V3` P P V3B V3 V3 P P B SIGNAL FACE NO. 1 2 3 7 8 9 10 11 12 13 14 15 16 <R R R R R DW DW <R R R DW DW R(BIKE) ( <SY/FY Y Y Y Y W <SY/FY Y Y W Y(BIKE) LED SIGNAL INDICATIONS. �`W// `IN G <SI G `EXISTING ALL SIGNAL HEADS SHALL HAVE BLACK ALUMINUM, REFLECTIVE, VENTED BACK PLATES. SUMMARY OF ULT. W4CAB-ES CONDUIT RUN BORE (B) ( SIZE NO LENGTH TRENCH (T) ` tp 0 ) Z Q Y w (LF) RIGID METAL (RM)1/ O O G U w j w W. do PROP. EXIST. EXISTING (E) to ) m I U do E-1 3 25 E 4 6 1 4 1 4 R-3 3 - 15 T 1 1 1 R4 3 10 T 1 1 1 1 1 R5 3 - 10 T 1 1 1 R. 3 80 B 2 3 4 1 2 E-7 3 10 E 1 1 R-8 3 15 T 1 1 1 R-9 3 - 20 T 1 1 1 ® R-11 T�� R- 3 3 B 1 1 2 1 R-14 3 10 T 1 \ 2 1 E-15 - 3 30 E 1 ) 1 E-16 - 3 10 E 1 1 J` C R-18 3 25^^ / CABLETOTALS(LF 545 695 1 1 ) 830 400 20 20 545 1 y m r 3""R cx �J\ Notes: This chart does not reflect the quantities of cable inside the pole or existing cable inside of existing conduit. Only proposed conduits and wiring are shown. All existing wiring and conduit shall remain unless othewise noted. • Hybrid Detection Cable shall be paid for under the 6083 Bid Item. I MINIMUM PEDESTRIAN TIMING I LENGTH OF FED PHASE SIGNAL HEAD ROADWAYCURBTO FEET/SECOND NUMBERS FLASNG DON'T WALK TIME WALHIK TIME (SECONDS) TOTAL PED TIMING CURB (SECONDS) (SECONDS) I 02W 10. 14 65 3.5 7 19 26 I 04W 15 70 3.5 7 20 27 08W 4, 20 60 3.5 0 7 18 25 I 08W 5,9 65 3.5 7 19 (NOTE: THE AS SVE PEDESTRIA J TIMINGS ARE BASED 5N EXISTING G6-)METRICS AS SHOWN ON THIS LAYOUT. 26 I I E-2 P4 P-5 P-6 28' N/A N/A N/A J EXISTING 24-A 24-A 24-A YES NO NO J` NO 12" x x >< DHSSL• V3• P P P P B 17 18 19 20 4 5 6 R R DW DW DW DW R (BIKE) j Y Y W W W W Y (BIKE) G G G(BIKE) < Sy ) 'G CABLENOIRE INSIDE -OLE (FEET) G 3: K do Odo POLE 1] r] 3 Sc 0 i NUMBER I' N' n' a w � j � m U I P-1 10 20 I P-2 5 10 I P$ 5 20 1 P4 5 10 i ®V.6-- 5—. _.1t 4�_^f^ JSO/ 440 0 ® 135 50 I v _TX_ / 125 80 45 I 40 100 260 80 175 Notes: • Hybrid Detection Cable shall be paid for under the 6083 Bid Item. SIGNS SIZE MOUNT MARK FURNISH &INSTALL METRO IS SYLVANIA AVE) 102" X 20" MAST ARM S 1 W 125T 36" X 36" POLE 1 R8-3 (MOD) 18" X 24" POLE _ 1 R70-11b 36"X 36" SIGNAL POLE 2 R10-12 (MOD) 3(" X 36" MAST ARM S 2 R10-10b 12" X 18" POLE 2 R10-15R 30" X 30" MAST ARM S 2 METRO IS SYLVANIA AVE) 102" X 2(r MAST ARM 1 1') "AL 12 REVISIONS 10 aRp a3GN 111111121 z ® Rn n osnonoz. LEGEND CONSTRUCTION NOTES NwGWALLS ANDALL ROTECT ALL ST """RE' IISIIG ONLE56 Onl RV45E NOTED LACES, gCTOREXCAVATING AT Asnqu cp rvoNcr THE Eouovnrvc qr LEgsr 46 Houres vrelDre TO RN FORT WORTH ....... Ro(e"FIELD B100 q ONS (817) 392-8296 FORTr&P(at�) 392 21 ONCOR GAS & ELECTRIC (817) 215-6214 TXU ENERGY 133 SBC TELEPHONE (817)2338 �6919 CC.ARTER GOMM(817) 50090 6272 ExT 3363 AIJ_ OTHER ILI HORIZONTAL & VERTICAL CONTROL BM #1a3 BM ;IDS BM d107 BM Y1Da N eBeN1�7L STET N. 698 CONTROL 0 NSET P ONT Nx. SET YP N B ONTR BSSET C 2343794.93 E 2342992.69 E: 2341361.T7 C 2341184.83 ELE': 508.45 E12V: 510.a8 E_: 553A8 ELE, 554.35 BM #110 eu gn1 am J_ Ncut X• CUT , CONTROL SET e 3xaM N: 6963706.73 N: 696351022 E. 2337075.91 E: 23N800.12 E. 2334624.24 ELLV: 556.0E Suet 542.13 ELLN: 537.01 sn ' ca` M I`"v Kimley » Horn Texas Registered Engineering Firm F-928 Texas Department of Transportation © 2023 SIGNAL SUMMARY SHEET SYLVANIA AVENUE & E. 4TH STREET N I FED RD. AA DIV NO 6 REOERAL AID PROJECT NO. HIGNoAY STP 2023(697)TP IST ST JRD DISTRICT COUNtt ;;oT ISTALE TEXAS FTW TARRANT sRADDNTRGL naN Sore 021 SRA I 0902 90 195 POLE INFORMATION POLE NUMBER T-1 E.1 P-1 P-2 T-2 P-3 P-4 E-2 P-5 P.6 MAST ARM LENGTH 36' 32' N/A N/A 36' WA WA 32' WA WA 3. POLE/FOUNDATION SMAI36-A EXISTING 24-A 24-A SMA/36-A 24-A 24-A EXISTING 24-A 24-A aWITH LUMINAIRES YES YES NO NO YES NO NO YES NO NO SIZE OF LENS 12" 12" %< %< 12" 12" > �� 6 SIGNAL TYPE V3B V3 V3 P P B DH5SL' V3' V3' P P V3B V3 V3 P P B DHSSL' V3' V3' P P i, SIGNAL FACE NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 - <R R R DW DW RIS KE) R R R DW DW <R R R DW DW R(BIKE) R R R DW DW <SY/FY Y Y W W Y SY/{FFY W Y(BXIKKEE) Y Y Y W W LED SIGNAL INDICATIONS <'�GI ( G( ' THY(BIKE) <SG `xYJ IxYJ IWW `xY, COYW �W hhlh�IhlRhhh R <G( .(�C� 'EXISTING ALL SIGNAL HEADS SHALL HAVE BLACK ALUMINUM, VENTED BACK PLATES. s I SUMMARY aE,O01 AHL� -s CONDUIT p i v RUN BORE (B) a O O NO PROP�� I LENGTH TRENCH (T) Z i p JI ( RIGID METAL (RM)( V u O a . El(IST. EXISTING (E) as H a y Lai s "s I R-1 3 - I 10 E ( 1 n \ 1 1 2 2 1 § 1 E-2 - 3 10 T / 4 7 8 1 1 1 1 4 5 I R-3 3 - 10 T \ 1 1 11f 1 1 i 1 R-4 3 - 30 I T / 1 1 1 I a 1 R-5 3 70 I B \ 2 3 4 1 1 1 I 1 3 a l R-6 1 3 - 10 I T 1 1 1 I I ' I R-7 1 3 - I 20 I T ++ 1 1 1 1 I I R-8 1 3 - 1 35 T i 2 1 1 2 1 1 1 1 1 I 3 R-9 1 3 I 10 T I I I I 1 I 1 eE-10 1 - 3 1 10 E R-11 13 I - I 80 B Y 1 1 1 I 2 1 1 1 1 1 1 2 P R-12 I 3 1 10 I T vJ 1 1 2 1 I 1 1 R-13 3 1 - 85 I B (I 1 1 1 I I I 1 R-141 3 1- 20 I r ) 1 1 1 1 I I I R-151 3 1- I 10 I T \I 1 1 1 1 1 1 1 I I I E-16 1- 1 3 1 10 I E II 1 I I 1 1 1 R-17 3- 1 110 1 B Q 1 1 2 1 2 1 I I 1 R-11 3- 20 I` T rt 1 11 1 1 1 11 1 1 CABLE TOTALS (LFj1 500 1 725 1 930 r 530 1 215 1 235 1 235 1 660 e CONDUIT TOTALS - 3"TRENCH 175 I 3" BORE I 345 1 Notes: '€ This chart does not reflect the quantities of cable inside the pole or existing cable inside of existing conduit. > Only proposed conduits and wiring are shown. All existing wiring and conduit shall remain unless othewise noted. 3 ' Hybnd Detection Cable shall be paid for under the 6083 Bid Item. t - I SIGNS SIZE MOUNT MARK FURNISH & INSTALL RELOCATION - a 1 METRO (RIVERSIDE DR) 126" X 20" MAST ARM S 1 1 m j R10-11 b 36" X 36" MAST ARM S 2 -- 1 RIO-12 (MOD) 30" X 36" MAST ARM S 2 1 R10-10b 12" X 18" POLE _ 2 1 - R10-15R 30" X 30" MAST ARM S 2 1 a METRO (4TH STREET) 66" X 20' MAST ARM S -- 1 2 1 T 9 1 3 F I MINIMUM PEDESTF TAN TIMING I: LENGTH OF FLASHING DON'T SIGNAL HEAD WALK TIME RED PHASE ROADWAYCURBTO FEET/SECOND WALK DO NUMBERS CURB (SECONDS) (SECONDS) 9 8 I 02W 8, 9 65 3.5 7 19 ° I 04W 13,14 65 3.5 7 19 g € I 06W 19, 20 65 3.5 7 19 I 0BIN 2,3 70 3.5 7 20 n N - INCITE: THE AS 5VE PEDESTRIA 4 TIMINGS ARE BASED SN EXISTING 4. )METRICS AS SHOWN ON THIS LAYOUT. v E s CABLE/W RE INSIDE POLE (FEET) o_ C O �$ KCa 03 CC9 �$ ZY S Y K � O POLE NUMBER < N' n' X X H m m W G U P-1 10 30 P-2 5 10 P-3 5 10 P-4 5 10 P-5 5 30 P-6 5 10 17 5 10 E-1 45 E-2 45 T-1 120 40 40 45 T-2 115 80 80 40 TOTAL 40 110 235 120 120 175 Notes: ' Hybrid Detection Cable shall be paid for under the 6083 Bid It... IM M IBM FORT WORTH Riverside D r N ♦ 300 200 IIIIIIIIIIIIE METRO (RIVERSIDE DR) S) 84" X 20" 84" 36" 48" TOTALPED TIMING (SECONDS) t h S t 26 lFoRTwoR4 26 ♦ 3200 3100 26 27 - METRO (EAST 1ST STREET) S6 84" X 20" REVISIONS no pIS 1 ® BE 11 o111-1. LEGEND CONSTRUCTION NOTES ..G WALL, AR STIRucniaeS urv¶css o IuiER n's —In E"ccs. THE CONTRACTOR _Na AT EACHAL CONTAiOF FHE FOLLOWING AT LEAST a HOURS PRIOR TO EXCAFORTVORTH T&TE"711 GEPT-F39LaooATIONS (517) 392-8296 v R(17) 21,7) 6 ONGORA& ELECTRIC (817) 215-6214 ENERGY 3-2133 SBC TELEPHONE (817) 338-6819 CHARTERC01.lI17) 8090_6272 EXT. 3363 OTHERALL ILI1E5 HORIZONTAL & VERTICAL CONTROL YP CONTROL SET lD CONIBOL� VP CONTROL SEr 1'P CONTROL SET BE E 2393784.83 E 23429.2.88 E 2341361.77 E 2341164.83 ElEy: 508.45 ELEV: 51U.. ELEV: 553.48 0— 55425 BM Y110 W 1111 W /112 "%- CUT -X- cur TP comam SEr HE eB83308.30 N: 6%3736.73 N: 6963510.22 E 2—AN E: 23N800.12 E23.Ne24.24 ELLV: 556.06 ELEV: 1.2.11 — 517.01 s/7/zoz. a rq4 Kimley ))Horn Texas Registered Engineering Firm F-928 Texas Department of Transportation © 2023 SIGNAL SUMMARY SHEET RIVERSIDE DRIVE & E. 4TH STREET N I AA pE�H� 6 FEDERAL AID PROJECT NO STP 20231697)TP HIGNUWAV IST ST .JRD STATE DISTRICT COUNtt NOT I TEXAS FT" TARRANT s GaN RGL SEGTIa JOB I 036 SRA I 0902 90N 195 102601-CNCO-E 4th St/E. 1 st Street On -Street Bicycle Improvement Construction Contract — Change Order #1 Final Audit Report 2024-09-13 Created: 2024-08-30 By: Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) Status: Signed Transaction ID: CBJCHBCAABAAFB12DrrQVmAaLQCCMUTZPWY7KndAV4CN "102601-CNCO-E 4th St/E. 1st Street On -Street Bicycle Improve ment Construction Contract — Change Order #1" History Document created by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2024-08-30 - 2:35:45 PM GMT- IP address: 204.10.90.100 Document emailed to Ifrazier@faingp.com for signature 2024-08-30 - 2:44:05 PM GMT Email viewed by Ifrazier@faingp.com 2024-08-30 - 7:33:34 PM GMT- IP address: 104.190.201.177 Signer Ifrazier@faingp.com entered name at signing as Larry Frazier 2024-09-03 - 6:52:24 PM GMT- IP address: 104.190.201.177 Document e-signed by Larry Frazier (Ifrazier@faingp.com) Signature Date: 2024-09-03 - 6:52:26 PM GMT - Time Source: server- IP address: 104.190.201.177 Document emailed to Alexandra Ripley (alexandra.ripley@fortworthtexas.gov) for filling 2024-09-03 - 6:52:34 PM GMT Email viewed by Alexandra Ripley (alexandra.ripley@fortworthtexas.gov) 2024-09-03 - 6:55:38 PM GMT- IP address: 204.10.90.100 <, Form filled by Alexandra Ripley (alexandra.ripley@fortworthtexas.gov) Form filling Date: 2024-09-03 - 6:56:10 PM GMT - Time Source: server- IP address: 204.10.90.100 Document emailed to Eduardo D'avila (Edward.Davila@fortworthtexas.gov) for signature 2024-09-03 - 6:56:17 PM GMT FoRTWORTH. 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I '"Y Adobe Acrobat Sign Document e-signed by Lauren Prieur (Lauren.Prieur@fortworthtexas.gov) Signature Date: 2024-09-04 - 10:58:34 PM GMT - Time Source: server- IP address: 76.227.105.128 Document emailed to Priscilla Ramirez (Priscilla.Ramirez@fortworthtexas.gov) for approval 2024-09-04 - 10:58:42 PM GMT Email viewed by Priscilla Ramirez (Priscilla.Ramirez@fortworthtexas.gov) 2024-09-05 - 12:48:32 PM GMT- IP address: 208.184.124.181 Document approved by Priscilla Ramirez (Priscilla.Ramirez@fortworthtexas.gov) Approval Date: 2024-09-05 - 12:49:06 PM GMT - Time Source: server- IP address: 208.184.124.181 Document emailed to Douglas Black (Douglas.Black@fortworthtexas.gov) for signature 2024-09-05 - 12:49:14 PM GMT ?a Document e-signed by Douglas Black (Douglas.Black@fortworthtexas.gov) Signature Date: 2024-09-06 - 5:02:38 PM GMT - Time Source: server- IP address: 208.184.124.181 Document emailed to Jesica McEachern aesica.mceachern@fortworthtexas.gov) for signature 2024-09-06 - 5:02:46 PM GMT ?a Document e-signed by Jesica McEachern aesica.mceachern@fortworthtexas.gov) Signature Date: 2024-09-12 - 6:02:35 PM GMT - Time Source: server- IP address: 208.184.124.181 Document approval automatically delegated to Katherine Cenicola (Katherine.Cenicola@fortworthtexas.gov) by Ronald Gonzales (Ronald.Gonzales@fortworthtexas.gov) 2024-09-12 - 6:02:43 PM GMT P'-. 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I '"Y Adobe Acrobat Sign Document e-signed by Jannette Goodall Qannette.goodall@fortworthtexas.gov) Signature Date: 2024-09-12 - 8:04:28 PM GMT - Time Source: server- IP address: 208.184.124.181 Form filling automatically delegated to Elisa Winterrowd (Elisa.Winterrowd@fortworthtexas.gov) by Allison Tidwell (allison.tidwell@fortworthtexas.gov) 2024-09-12 - 8:04:36 PM GMT Document emailed to Allison Tidwell (allison.tidwell@fortworthtexas.gov) for filling 2024-09-12 - 8:04:37 PM GMT Document emailed to Elisa Winterrowd (Elisa.Winterrowd@fortworthtexas.gov) for filling 2024-09-12 - 8:04:37 PM GMT ?a Form filled by Allison Tidwell (allison.tidwell@fortworthtexas.gov) Form filling Date: 2024-09-13 - 10:35:48 PM GMT - Time Source: server- IP address: 204.10.90.100 Agreement completed. 2024-09-13 - 10:35:48 PM GMT FoRTWORTH. I Paw m"Y Adobe Acrobat Sign FORT WORTH. Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: E 4th St/E. 1st Street On -Street Bicycle Improvement Construction Contract — Change Order #2 M&C: N/A CPN: 102601 CSO: 60593 DOC#: 1 Date: 10/22/2024 To: Name Department Initials Date Out 1. Larry Frazier Fain Group - signature- Oct 24, 2024 2. Alexandra Ripley TPW - review Oct 23, 2024 3 Edward Davila TPW-signature Oct 24, 2024 4. Iskal Shrestha TPW - signature I Oct 24, 2024 5. Chad Allen TPW - signature Oct 28, 2024 6. Lissette Acevedo TPW - signature Oct 28, 2024 7. Patricia Wadsack TPW - signature PLW Oct 29, 2024 8. Lauren Prieur TPW - signature a Oct 29, 2024 9. Doug Black Legal - signature JB Oct 30, 2024 10. Jesica McEachern CMO - signature im Nov 1, 2024 11. Jannette Goodall CSO - signature � Nov 1, 2024 12. TPW Contracts TPW DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review and take the next steps. NEEDS TO BE NOTARIZED: ❑YES ®No RUSH: ❑YES ®No SAME DAY: ❑YES ®No NEXT DAY: ❑YES ❑No ROUTING TO CSO: ®YES ❑No Action Reauired: ❑ As Requested ❑ For Your Information ❑ Signature/Routing and or Recording ❑ Comment ❑ File ❑ Attach Signature, Initial and Notary Tabs Return To: TPWContracts(a,FortWorthTexas.2ov at ext. 7233 for pickup when completed. Thank you! CSC No. 60593-CO2 FORT WORTH., '*11� City of Fort Worth Change Order Request Project Name East 4th Street and East 1st Street Federally Funded On -Street Bike Lane City Sec # � 60593 Client Project #(s)l 102601 Project Description) On -Street Bike Lane Project 4 Contractorl Fain Group, Inc Change Order #1 2 ( Datel 10/22/2024 14441 City Project Mgr.l Iskal Shrestha P.E. City Inspector Edward Davila Dept. TPW Contract Time Totals (CD) Original Contract Amount $2,916,021.70 $2,916,021.70 192 Extras to Date $135,439.32 $135,439.32 Credits to Date Pending Change Orders (in M&C Process) Contract Cost to Date $3,051,461.02 $3,051,461.02 192 )Amount of Proposed Change Order $95,528.24 $95,528.24 Revised Contract Amount $3,146,989.26 $3,146,989.26 192 Original Funds Available for Change Orders $0.00 Remaining Funds Available for this CO $0.00 Additional Funding (if necessary) $95,528.24 $95,528.24 CHANGE ORDERS to DATE (INCLUDING THIS ONE) AS % OF ORIGINAL CONTRACT 7.92% MAX ALLOWABLE CONTRACT AMOUNT (ORIGINAL CONTRACT COST + 25%) $3,645,027.13 JUSTIFICATION (REASONS) FOR CHANGE ORDER This change order includes adding prefabricated green pavement markings, handrails, concrete paving, and pavement markings. The issue for the construction set prepared by the Engineer of Record (EOR) proposed the green thermoplastic pavement marking for the bike facility. However, the bid proposal in the contract document didn't include the green thermoplastic pavement marking as a separate pay item. The contractor claims that, unlike white and yellow thermoplastic pavement marking, green thermoplastic pavement marking doesn't come in the spray form. Therefore, the only option was either prefabricated green marking or methyl methacrylate (MMA) marking. Prefabricated marking was selected for this project because of the minimal budget impact. The price proposed by the contractor for prefabricated green marking was compared with TxDOT's average price database. Handrails are proposed because they mitigate the fall issue created by the project improvement. The retaining wall proposed by the FOR was 2 feet high, and there was a paved area next to the top of the wall. The proposed handrail would promote safety and mitigate the fall issue. After getting several complaints from residents and business owners near the intersection for right turn movement by trucks (WB40), Capital Delivery asked FOR to devise a solution to mitigate the complaints. FOR revised the IFC plan by making the median 20 feet short. See the RFI response attached to this change order for the revised design plan. All of the items in this change order are TxDOT bid items. The contractor's proposed price is compared to the average pricing compiled from similar items from the Texas Department of Transportation Average Low Bid Unit Prices. See the attachment for the details about the price comparison. The City finds that the contractor's proposed prices are fair and reasonable. It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Change Order. The Project/Program Manager signing below acknowledges that he/she is the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Contractor's Company Name Contractor (Name) Contract Signature Date The Fain Group, Inc Larry Frazier o., Oct 24, 2024 Inspector/Inspection Supervisor Date Project and Contract Compliance Manager Date Oct 24, 2024 l - Oct 24, 2024 anager Date Senior Capital Project Officer Date �Q Oct 28, 2024 �-3 Oct 28, 2024 ssistant Director (Dept) Date Director, Contracting Department (Dept) Date 0 o pn Oct 29, 2024 „« o. Oct 29, 2024 y Date r Date iNov 1, 2024 )Oct 30, 2024 Council Action (if required) M&C Number I N/A ATTEST: Jannette Goodall, City Secretary M&C Date Approved IN/A FORTWORTH City of Fort Worth T Change Order Additions Project Name I East 4th Street and East 1st Street Federally Funded On -Street Bike Lane I City Sec # I 60593 I Client Project # 1 102601 1 Contractorl Fain Group, Inc I PM1 Iskal Shrestha P.E. I Inspector Edward Davila l Change Order Submittal # 0 Date 1 5/2612023 ADDITIONS HEM EM UESGKIP I ION UEP I Oty Unit Unit Cost I otal 1 1-12b 450 6U48 RAIL IF ANUKAIL }} I Y BJ I PW 26 LF $308.44 $8,019.101 1-126 668 6128 PREFAB PAV Mf�F( TY C (GRN) (SLD) (BLOCK; TPW 2,184 SF $22.43 $48,987.121 1-2 0104 6001 REMOVE CONC SPAY �EINF TPW 60 SY $28.00` $1,680.001 1-11 0360-6001 CON G PVMT SGONT - CRCP) (T; TPW 60 SY $110.0u- $6,600.001 1-121 0666 6174 REFL PAV MARK TY I W116" SLD; TPW 88 LF $2.40` $211.201 1-122 0666 6174 REFL PAV MARK TY II�W) 6" �SLDJ TPW 88 LF $0.10` $8.801 1 I 1 I I I 1 I i 1 1 I I II-108 668 6128 RN LD BL K, , 11-39 0666 6036 REFL PAV MARK TYP I W St. 100MIL; TPW 22 LF $3.0U $66.001 11-49 0666 6178 REFL PAV MAR TY II )r tf' SSS D) TPW 22 LF $0.05 $1.101 II-58 0672 6016 TRAFFIC BUTTON TY (TURTLE DOMES) TPW 10 EA $250.00 $2,500.001 T 'W $95,528.241 1 1 1 Sub Total Additions $95,528.241 Change Order Additions Page 2 of 5 HEM EM Foa_1TrWORTH City of Fort Worth Change Order Deletions Project Name I East 4th Street and East 1st Street Federally Funded On -Street Bike Lane I City Sec # 1 60593 Client Project # 1 102601 1 Contractor Fain Group, Inc I PMI Iskal Shrestha P.E. I Inspectorl Edward Davila l Change Order Submittal # 0 Date 1 10122/2024 1 DELETIONS UE5cKIP1IUN DEPI Uty Unit Unl[cost dotal I I I 1 1 I 1 I I 1 I 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 I I I I I I I I I I I I I I TV $0.001 I I I I I I Sub Total Deletions $0.001 Change Order Deletions Page 3 of 5 MISBE for this Change Order M/SBE Sub Type of Service T Amount for this CO Total $0.00 Previous Change Orders CO# DATE I AMOUNT 9/12/2024 $135,439.32 Total I $135,439.32 r ML AM Building Relationships Constructing Futures P.O. Box 164308 Fort Worth, TX 76161 817-927.4388 817-927-4389 Fax www.faingp.com September 27, 2024 Iskal Shrestha City of Fort Worth 200 Texas Street Fort Worth, TX 76102 Re: E.4thl1st St On -Street Bicycle Improvements PCO#3 Prefabricated TY-C 12" Green Hot Tape Mr. Shrestha, Attached is the proposed cost for the installation of Prefabricated Type-C 12" Green Hot Tape on the EAth Stl1s1 St On -Street Bicycle Improvements project. Please review and let us know at your earliest convenience if you would like us to proceed. Description QTY UOM Price Total Cost PREFAB TY-C GREEN HOT TAPE UNIT-1 2184 SF $22.43 $48,976.20 PREFAB TY-C GREEN HOT TAPE UNIT-11 1224 SF $22.43 $27,448.20 TOTAL $76,424.40 Sincerely, Steven Aguirre Approved By: Iskal Shrestha Building Relationships Constructing Futures P.O. Box 164308 Fort Worth, TX 76161 817.927.4388 817-927-4389 Fax www.faingp.com September 12, 2024 Iskal Shrestha City of Fort Worth 200 Texas Street Fort Worth, TX 76102 Re: E.4thl1st St On -Street Bicycle Improvements PCO#2 Pedestrian Handrail Riverside Ave & EAth St Mr. Shrestha, Attached is the proposed cost for the installation of safety pedestrian handrail PRD-13 TP-B on the EAth SO st St On - Street Bicycle Improvements project. Please review and let us know at your earliest convenience if you would like us to proceed. Description PRD-13 TP-B Handrail Sincerely, Steven Aguirre Approved By: Iskal Shrestha QTY UOM Unit Price Amount 25.75 LF $308.45 $7,942.59 Total Amount $7,942.59 CONTRACTOR'S BASIS OF ESTIMATE FOR ITEMS TO BE ADDED BY EXTRA WORK ORDER Control: 4TH ST Item No.: Project: Description: PRD INSTALL Highway: Est Quantity: 1.00 LS County: Date: September 17, 2024 Page 1 EMPLOYEE DESCRIPTION NUMBER OF EMPLOYEES HOURLY RATE APPROX. NO. OF HOURS TOTAL FOREMAN 1 $ 28.00 5.00 $ 140.00 1 $ - 0.00 $ - LABORER 1 $ 23.00 5.00 $ 115.00 2 $ 21.25 5.00 $ 212.50 SUB -TOTAL LABOR COSTS $ 467.50 PLUS LABOR BURDENS (Taxes, Insurance, Ect.) at 55% $ 257.13 TOTAL LABOR COSTS $ 724.63 NUMBER APPROX. EQUIPMENT OF HOURLY NO. OF DESCRIPTION UNITS RATE HOURS TOTAL TRUCK 1 $ 55.00 5.00 $ 275.00 TRAILER 1 $ 30.00 5.00 $ 150.00 SKID STEER $ 1,120.00 TOTAL EQUIPMENT COSTS *RENTAL RATES BLUE BOOK (MONTHLY RATE X ADJ. FACTOR X REGIONAL FACTOR) / 176 + OPR. COST $ 1,545.00 UNITS SUBCONTRACTOR OF UNIT EST. DESCRIPTION MEASURE PRICE QUANTITY TOTAL TOTAL SUBCONTRACTOR COST I I $ - UNIT MATERIAL OF UNIT EST. DESCRIPTION MEASURE PRICE QUANTITY TOTAL PRD-13 TYB LS $ 3,870.69 1.00 $ 3,870.69 TOTAL MATERIAL COST $ 3,870.69 TOTAL COST OF LABOR, EQUIPMENT,AND MATERIALS $ 6,140.32 125% MARKUP LABOR (EXCLUDING BURDENS) & MATERIAL $ 116.88 115% MARKUP EQUIPMENT $ 231.75 15% MARKUP SUBCONTRACTOR $ - ITOTAL COST OF ADDED ITEMS $ 6,488.94 UNIT PRICE(TOTAL COST DIVIDED BY ESTIMATED QUANTITY) $ 6,488.94 Fain Price I Fain 15% 1 Total Cost Handrail Subcontractor Cost $6,489.00 $973.35 $7,462.35 Temporary Safety Rail(Material & Labor) Total Cost $480.24 $480.24 $7,942.59 Kimley)))Horn Request for Information Response Form Project Name: E. 41h Street / E. 1 sc Street Striping and Bicycle RFI #: 013 Version #: 1 Trail Improvements Project No.: CPN 102601 Response Needed by (NLT): 10/19/2024 City Project Manager: Iskal Shrestha, PE Response Date: 10/17/2024 Design Firm: Kimley-Horn Response Author: Abhishek Acharya, P.E. RFI Title: RFI #13 Buses Turning Issues at EB Riverside Dr and WB Beach St Attachments: RFI Response: Image ❑ Document 1. Please see the attached document for the revised paving and striping layouts for the modified medians at the intersections of Riverside and Beach in order to accommodate Trinity Metro buses and commercial trucks turning right at the intersection, as well as AutoTurn exhibits showing the turning radii. Does Response Require Change Order Proposal: Yes ❑ No Contractor's Response: Change Proposal (if Applicable): Spec Section # Work Item Description Unit Quantity Unit Price Total 1046001 REMOVING CONC (PAV) SY +55 $28.00 +$1,540.00 3606001 CONC PVMT (CONT REINF — CRCP) (7") SY +55 $110.00 +$6,050.00 6666036 REFL PAV MRK TY I (W)8"(SLD)(100MIL) LF +22 $3.00 +$66.00 6666174 REFL PAV MRK TY II (W) 6" (SLID) LF +88 $0.10 +$8.80 6666178 REFL PAV MRK TY II (W) 8" (SLID) LF +22 $0.05 +$1.10 6666309 RE PM W/RET REQ TY I (W)6"(SLD)(100MIL) LF +88 $2.40 +$211.20 6726016 TRAFFIC BUTTON TY W (TURTLE DOMES) EA +10 $250.00 +$2,500.00 Total Proposal Amount: $10,377.10 Total Additional Days: 0 City PM Status: Accepted ❑ Rejected ❑ City PM Comments: I BID ITEM PAVING 1104 I REMOVINO CONIC(PAV) 1160 W06 FURNISHING AND PLACING TOPSOIL j 11526002 BLOCK SODDING !{ 124] 6061 FL BS (CMP IN PLCXTYA GR1-2) (8") _ I no 66TUR COONNCC ( E F- I, 5n/000111 5266002 " TUR B``CCIRC,E, VIIIy9C118") - CCO1_19yI TAEWX1 � 15296008 CONIC CURB BT�UTTER9(iY �) 529 W24 CONIC CUM(MOUNTABLE) = E I 2 ¢ I I s i I I SECTION B - B r FACE OF CURB � a LLI W � m U) 5 9 Y Of 5W o$ m E E = UJ UJ Ta/U 7.5' 5' I TE-IN TO E% DRIVEWAY PROP PEDESTRIAN EASEMENT s I b g INSTALL r COLORED AND TEXTURED CONC PAVEMENT TE-IN TO EX SIOEYIAU(1 % (3 SY) s ' INSTALL TYPE 7 CURB RAMP EA) 4 RAMP WIDTH::FT8 FT TI S INSTALL IrC CONIC SIDEWALK ((1 5T� INSTALL 8' CONIC CURB AND GUTTER ( (Y) I P ua ,J.?y - INSTALL 4' CONIC RIPRAP (I (1 $Y) 6 ME -IN TO E% SIDEWAUC - - 6 - EX ROW --I A PS E 4TH ST ° D 4'INSTAU 7' CONCRETE ° 1510 yp SPEED LIMIT: 35 MPH PAVEMENT (50 SY)-ze' �A —n wrw—s w 3100 BLK �- w 110' 12' In INSTALL 8' CONC CURB MOUNTABLE (110L� r I lin Ayi { INSTALL 8' COLORED AND TEXTURED CONIC MEDIAN (18 SY�I EXROW 3 RE: CUSTOM PAVING OETNLS ME -IN TO E% SIDEWALK v INSTALL 8' CONC CURB MOUNTABLE (30 LF) c INSTALL 6' COLORED AND TEXTURED CONC MEDIAN (3 SY) .S E RE CUSTOM PAVING DETAILS °( p; INSTALL TYPE 7 CURB RAMP N MP 2 FT) I 'p € INSTALL 4' CONC SIDEWALK 64 $Y) Y E INSTALL B' CONIC CURB AND WITTER ((I SY) o� INSTALL 4' CONIC RIPRAP (1 SY) r PROP PEDESTRIAN EASEMENT ME -IN TO EX SIDEWAUC I $ s W e MCOUEARY Rai 5 SECTION A - A INDUSTRIES F$ & FACE OF IIII "n //-FACE OF CURB ww/ R sf m E 5' 5' 7' 6' 11' 12' 11' 5' 7' 5' V VARIES m.9 a _RoaE ADE1018371-East let St\SUBMITTALS\20230131-Phase 2-95%\TxDOT Portfolio b a° TE MSTArw7"-II— S PAVEMENT (80 SY) w INSTALL Ir CONCRETE PAVEMENT (85 SY) INSTALL r CONCRETE PAVEMENT (80 SY) IQ � ' W a Y o W n a to W N FACE OF CURB P � B m i V 5' 7.5' 1 NORTH GRAPHIC SCALE IN FEET 0 10 20 40 IF —y INSTALL 8' COLORED AND TUXTURED CONIC (It SY) I INSTALL TYPE 7 CURB RAMP (2 EA) RAMP WIDTH: 8 FT INSTALL 4' CONIC SIDEWALK (31 SY) INS ILL. LL 8' CONIC CURB AND CUTTER (35 LE) INSTALL TOPSOIL (2 INSTALL (15 BLOCK 500 (15 SY) P PEDESTRIAN EASEMENT J -� INSTALLL 6' CONC CURB MOUNTABLE (110 LO INSTALL 8' COLORED AND TE%TURED OONC MEDIAN (17 m RE: CUSTOIA PAVING DETAILS —B j 4TH ST SPEED LIMIT: 35 MPH TWO POO R 3200 BLK� — B RE —CUSTOM PAVING -PROP CHAIN UNIX PENCE (10 LP) INSTALL r COLORED AND TEXTURED CONC PAVEMENT (12 BY) I INSTALL TYPE 7 CURB RAMP (2 EA) RAMP WIDTH: a FT INSTALL 4' OONC SIDEWALK (34 SY) INSTALL 6' CONC CURB AND CUTTER (30 LF) INSTALL TOPSOIL (3 CY) INSTALLLO BC( SOD (19 SY) -PROP PEDESTRIAN EASEMENT I IE-IN TO a SIDEWAU( l PAVEMENT SECTION DETAIL 0'C ) (TvvsANcrtv1-2) (a� (72 CONIC MEDIAN (10 SY) c6imn Know what's below. Call before you dig. REVISIONS Na p N min 1 A p 65/30 .. 2 ® MI 03 19/18/2DN LEGEND PROPOSED C CONCRETE SIDEWALK/CURB RAMP PROPOSED CONC PAVEMENT _ PROPOSED CONC RIPRAP = PROPOSED DETECTABLE WARNING SURFACE PROPOSED 8• COLORED AND TEXTURED GONG MEDIAN TOPSOIL / BLOCK SOD CURB & GUTTER SEE PLANS FOR CURB HEIGHT CONSTRUCTION NOTES SHAU_ PROTECT AU_ EXISTING UTILITIESTREES. RETCONTRACTOR INING WALLS AND STRUCTURES UNLESS OTNERNtSE NOTED. VICES, THE "TEACTOR u CONTACT THE FOUOWNG AT LEAST 48 HOURS PRIOR TO E%CAVATNG AT EACH LOCATON: FORT MRTH 841U D1 FORT WORTH WATER OEPT.-F392 OPERATIONS (817) 382-8296 FORT WORTH ER Y (8 (81]) 392-8100 ET ENERGY (BlT) 215-132 ONCGR GAS 3 DiC1RIC (817) M5-6211 SEC ENERGY E(817)2JJ-21J3 CHAPTER C .. (811) 338-6819 C�HAROIERI 1A1IJIEIT; -8 72 X . 3385 HORIZONTAL & VERTICAL CONTROL BM /103 BM 1105 BM i10T BM On. NCONTROL SET YP CONTROL SET N WIRROL SET YE- L SET . 8 17.54 N: 8981408.40 . 89G35B.03 . 984271.95 E: 2J43TM.83 E: 2312992.88 E: 2341311/1 D 2.1164.53 ELLV: 508.15 EIEV: 510AM EIEV: 553.48 E1£A. 554.35 BM #110 BM /t11 BM�� 2 X. CUT •X• cur ME LED TROL SET N: 6983508.30 N: 11883738.]3 N: 6983510.22 D 2J3)0]5.91 E: 2331 112 L 2334624JR4 DJDh. SSB.OB ELEV: 5421J DMA 537.01 m/In/za, �T� ��4e:rF°wwr Mxu Kimley »Horn Texas Registered Engineering Firm F-928 Texas Department of Transportation © 2023 PAVING LAYOUT SHEET VG RIVERSIDE DRIVE & H. 4TH STREET Lt7 CAUTIONM NDOU Ex ST NG UERGRND UTILITIES IN THE AREA I NTRA TaR 3EIII seLEIII DETERMNNGTHE DESGN AND RTCAL LOCATON OF All I HIGHWAY .]. OIVNO. FEDERAL AID PROJECT N0.No P.SECFORMYRARITO NWP 6 STP 202316971TP UST ST F-I Ir KRR STATE DISTRICT COUN S NO? J) 1111111TELY IOTIFY THE ENGINEER OF MYcREVANCIEs oN THE PLAN. DLS I TEXAS FTW '741 ANT R H K CONTROL SECDN JOB 038 DLS I 0902 90 1 195 W �o 6 EM. I BID REM PAVING 1 f046001 REMOVING CONC (PAV) SY 12 {� 1606005 FURNISHING AND PLACING TOPSOIL 1826002 SLOCKSODDING 30 1 2476061 FL BS (CMP IN PLCKTYA GR1.2) IS-) 1 f.Q[�C�{!�[ts T I CR� (7 3, NGi6 f Y r 1 528 10 0 �OryC �p U iT. II _ 15296008 C N U R I) 529602A COW CURB MOUNTABLE) �1 2 tOIfC T.a A IS A) FACE OF CURB IN INSTALL ]" ® INSTALL 7' INSTALL 6" COW CURB MOUNTABLE 6" COLORED AND TEXTURED COW MEDIAN RE CUSTOM PAVING E. 1 ST STREET SPEED LIMIT: 35 MPH 4000 BLK SECTION A I x F U Q c b I W W m tail II II = INSTALL TYPE ]CURB RAMP (2 EA) RAMP WIDTH: 8 FT y) INSTALL 4" CONC D GUTTER (25 V) P a TALL 6" CONC CURB AND GUTTER ((1 lF) INSTALL TOPSOIL (1 CY) INSTALL 7' CONCRETE PAVEMENT (7l1 SY) PROP PEDESTRIAN I E EASEMENT I £((TT COLORED AND TEXTURED CONC PAVEMENT (1351 REMOVE CONCRETE PAVEMENT CONCRVEMENT (12 BY) MEDIAN (12 BY) EX ROW A / Al 9' II AI rs INSTALL 7CONCRETE c s (65 S �i f INSTALL 6' COW CURB (2' FA STALL 6' .INCOLORED COW ME INSTALL COLORED AND TEXTUR °A INSTALL 7' CONCRETE S• 1P PAVEMENT (55 SY)+, TIE-IN TO EX SIIn DEWALX t I—' A x II INSTALL TYPE 7 CURB RAMP (2 EA) RAMP WIDTH: B Fr INSTALL 4' DONOR ONC SIDEWALK (35 SY) INSTALL V COW CURB AND GUTTER (20 LF)— INSTALL Y CONCRETE W PAVEMENT (50 SY) PROP PEDESTRIAN EASEMENT RE -IN TO EX SIDEWALK I TAX oI BUILDING F�I W a W F- n q y -FACE OF CURB = WU, W m tan 8' 5' 12' 12' 12' 4' 7' M NORTH GRAPHIC SCALE IN FEET ` 10 20 w I FO VALERO GAS STATION 30 1 INSTALL TYPE 7 CURB RAMP (2 EA) RAMP WIDTH: 6 FT INSTALL 4" CONC SIDEWALK (49 SY) INSTALL 4" CONC SIDEWALK WITH WIN(NSF)INSTALL 6" CCJC CURB AND GUTTER (i LF) TO IX SIDEWALK INSTALL 6 CC CURB (z' FACE OF RB CUTO FACE OF CURBX55 U ON EX ROW �R TIE-IN TO EX ICI CONCRETE PAVEMENT '/ INSTALL 6' WNC CURB MOUNTABLE (110 LF) INSTAl1 8' COLORED AND TEXTURED COW MEDIAN (16 SY) I A RE CUSTOM PAVING DETAILS a4 E. 1 ST STREET ✓V- `CUTo FACE W aF CURB) (46 ll7 n SPEED LIMIT: MPH J sy)4000 BLK. ONO PAVEMENT (14 SY) ST Rm AND TEXTURED CONC PAVEMENT 3J' �(15 SY) .. ` TIE-IN TO IX�DRIY£WAY A INSTALL TYPE 7 CURB RAMP (2 EA) RAMP WIDTH: 6 FT INSTALL 4' CONC STDEWALJ( (5 SY) INSTALL 4' oo`C SIDE WiH CURB (60 SF) INSTALL e' COW CURB AND GLITTER (38 LF) i INSTALL TOPSOIL (4 CY) INSTALL BLOCK SOD (30 SY) TIE-IN TO EX SIDEWALX Ix Iw TEXAS I MART ' I I I PAVEMENT SECTION DETAIL `,: CgIC PY1R r, A >• REVISIONS 1ua pPGGN + A IWIIM6 D4ro6na24 12 A Rn w -13-1 4 13 A RR n3 +onenoxa LEGEND PROPOSED 4' CONCRETE SIDEWAU(/CURB RAMP PROPOSED COW PAVEMENT PROPOSED COW RIPRAP PROPOSED DETECTABLE WARNING SURFACE PROPOSED 6- COLORED AND TEXTURED COW MEDIAN TOPSOIL / BLOCK SOD CURB & GUTTER SEE PLANS FOR CURB HOWT CONSTRUCTION NOTES CONTRACTOR SHALL PROTECT ALL EXISTING UTUTIE, TREES, FENCES, RETAINING WADS AND STRUCTURES UNIEss OMERNSE NOTED. E=YMATTRAcr«R S1uL CONTACT THE FauOMNc AT LEAST as HOURS PRIOR TO AT EACN LOCATION: AT&T 0-87B-8711 FORT WORTH WATER DEPT.-FEUD OPERADOMS (817) 392-8296 FORT WORTH T&PW (81]) 392-8100 ATMOS ENERGY (Bt7) 2t5-4J68 CNCOR GAS & ELECTNC (817) 215-6214 TXU ENERGY 1-800-23J-2133 SBC TELEPHONE (817) 338-6819 CNARALL OTHER FACIUTE971 800-6DI7G-TEss JJBJ HORIZONTAL & VERTICAL CONTROL BM jim BM I'm BM 0107 B4 I108 N CONTROL SET X CONTROL SET YP CONTROL SET CONTROL SET ].S4 aHUNXL40 N: 8984J58.03 Z. W81271.95 E: M IS4.83 D 2312992.66 D 2341361.77 D 23411-w ELEV: SOB.I5 DE, al .88 ELLV: 563.48 BEY: 554- BM /110 BM I111 B4 12 -x' CUr '%' CUT YP �NTROL SET N: 690508.30 R 6983738.75 N: 6963510.22 E: 2337075.91 D 2JJ4800.12 D 2d3482434 ELEV: as... EIEV: —13 ELEM 5S 41 a Kimley »Horn Texas Registered Engineering Firm F-928 Im- R E ® rn E E 1 I Texas Department of Transportation F. © 2023 W Know what's below. Nr Call before you dig. on F. PAVING LAYOUT SHEET BEACH STREET & E. 1 ST STREET W CAUTION!!! E%ST NG UNDERGROUND UTILITIES IN THE AREA C E �.. UTLITIEG PRIOR TO CONSTRUCTION CONTRACTOR DESIGN I N—�p-� FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHOAY a/ 6 STP 202316971TP [-I I IST ST——CONSTRUCTION CoN—1H ON THE DISCREPANCIESDES KRR I STATE DISTRICT caUNTr NO? TEXAS FTW TARRANT F CHE caNma sEcnoN KB I 053 DLS I 0902 90 195 I W INSTALL LANE LEGEND BIKE REVISIONS INSTALL 6' MITE DOTTED LINE INSTALL 6' WHITE PAVEMENT SYMBOL AND ARROW WITH GREEN INSTALL 6" WHITE PAVEMENT xa Q (4 LF) (2' STRIPE. 4' SPACING) MARKING (500 LF) THERMO BACKGROUND (Tw) 1 15-1B W OESGHPTON DATE (TYP) J { MARKING VEM ( ) `ay„ NORTH z ® M/1°)99Ea 2 R3-17 0 INSTALL g' YELLOW PAVEMENT MARKING (MAR ER INSTALL 8' YELLOW PAVEMENT MARKING 290 IF 3 INSTALL TY II -A -A RAISED PAVEMENT MARKER �2-0--.0 (Tw) Z INSTALL TY II -A -A RAISED PANEMEN7 MARKER 4 (SPACING 40') CTYP) (I 1 Q SPACING 40) O A \ U C OQRAROIC SCALE IN FEES W L ID . „ Vx='alma�� \ ..� __ � ,li. 3(• .. I\ _ .: �nW1t. %I w IF 11 %1] 20 Lu Z Zy,`� T INSTALL 8' WHILE PAVEMENT (� w1 E 4TH STREET - W.0 (TYP) .MARKING (40 IF) (TYP) - Z I- '•' +•: - .A ;:� INSTALL 3" RAISED ¢ LEGEND s J 11.0 - STALL 6(e ' PAVEMENT MARKER (TYP) _ _ .I.. INSTALL 6" WHITE DOTTED LINE FA, ,_.. _ (32 LF) (2' STRIPE, 4' SPACING INSTALL 6" WHITE PAVEMENT .' T T MARKING (418 LF) U'(P)INSTALL 6" WHITE DOTTED LINE INSTALL 8" WHITE PAVEMENT 2 MARKING (45 LF) (TYP) 2 (32 LF) (2 STRIPE, 4' SPACING) I9- ... WRONG s® R3-17 INSTALL MARKING ' WHITE PAVEMENT WAY BIKE LANE INSTALL 6FELLOW PAVEMENT MARKING INSTALL TY II -A -A RAISED PAVEMENT MARK (SPACING 40') DYP) TYPICAL BUFFER DETAIL R5.1B R3-17 g 6 INSTALL 8" WHITE PAVEMENT MARKING (52 LF) INSTALL TY j 12" X 18" 30" X 24" -C RAISED PAVEMENT MARKER (20' SPACING) ( EA) (TYP)jb, NOTES: INSTALL 6' BRK MITE PAVEMENT `I INSTALL LANE LEGEND ARROW W MARKING (10 LF) (Tw) / ® ® � ® / ® ® ® ® ® ® 1 BACKGROUND TO BE AID FOR WTHIITEMS INSTAL 6' YELLOW PAVEMENT MARKING (125 V) CTw) ' INSTALL TY I-C RAISED PAVEMENT 1 •I ggg 8200. 8g8 g202. AND 886 6182 INSTAL TY II -A -A RAISED PAVEMENT MARKER N . MARKER (1 EA),IS I I 2. B' RAISED PAVEMENT MARKERS TO BE (SPACING b') (Tw) LL' TIE-IN TO E%ISTNC NORTH `\\\\\\ FBI v4 PAID i'OR 'ARYL ITEM 6]2 6016, INSTALL 6" MITE PAVEMENT j y'I°(^P) ("""`)TM� CONSTRUCTION NOTES INSTALL 6" WHITE PAVEMENT MARKING (30 LF) 1 MARKING (135 IF) IY 111 INSTALL GREEN PAVEMENT cary TRACTOR SHALL PROTECT ALL EXISTING UTILITIES, TREES, FENCES, 11.0' 11.0' 11. 11 5' 11 6' MARKING (120 LF) TOTAL I RETAINING WALLS AND SrRUCTURE6 UNLESS OTHERWMSE NOTED. s INSTALL 24" WHITE PAVEMENT INSTALL MITE PAVEMENT INSTAL 8' WHITE PAVEMENT THE cONTRACTGt SHALL CONTACT THE FGLLaMNc AT LEAST 48 HOURS PRIOR To INSTALL 6' RAISED MARKING (32 LF) MARKING (40 LF) TOTAL DOCAVATNG AT EACH LOCATION: L MARKING (5{ PAVEMENT MARKER (Tw) ■ ATWT 1-600-BJTER.11 DE K INSTALL 24' WHITE I FORT WORTH WATER O(.17)REED OPERATORS (81)) 392-8296 _ INSTALL LANE LEGEND BIKE SYMBOL _PAVEMENT MARKING FORT WORTH TBPw (81)) 382-et00 AND ARROW WITH GREEN THERMO * (30 LF) (TYP) ANOS ONCOR GASRB EL$17 (61))�215-6214 z BACKGROUND (Tw) 1 R5-18 e'tEunx'G T%U ENERGY 1-SK 2t33 r`1 I I� 0) SIC TELEPHONE (81� 338-6819 Zq. 3 2 - T- 7.5 CIA RGTHER�FAG TE83)1 68G0-G7 O-1E55. 3363 W L U - y SaUs J W °• w°e Nixi UNHE HORIZONTAL & VERTICAL CONTROL O rBM i • / • • / f : , • INSTALL 24" WHITE PAVEMENT 120' . I FACE / P 1 N 881C11.17- W WNTROL SET 1BP �1 58. SET W 091WIIBRML SEf p.i MARKING (110 LL) ll/ /// I 11l N: Rca44o6.40 : -13.1 01 42J1.95 'cI § Y 11.0' r 11.5'• J } EILV: 508.45 EILV: 510M ELV: 553.48 ELEV: 554.35 F• E: 2313]B4.63 E 2342992.f8 E 2341361.)) E: 2341141.83 ^ P w ... - _ _ _ I _ _ \ 48' INSTALL 24' WHITE PAVEMENT 3g EJ \ BM /t t0 SM i111 BM f112 Z ® �d.e (TYP) MARKING (200 LF) TOTAL Z i '� '� : "%' CUT '%' CUT YP NTRM SET �10' ( ! ® ® 12.0' S N: 8963508.30 N: 695TJ38.13 N: 8983510.22 J - � • J ww E: 233/0)5.91 E: 2334900.12 E: 2334824.24 _ INSTALL 8" RAISED PAVEMENT MARKER (5 EA) _ gs G y FLEV: GsELE. 54213 ELM SA.01 F-I n 15 C) I12.0' INSTALL 6' WHITE PAVEMENT MARKING (44 LF) �. C) •� l0/l9/2o2a i 1 4 (1. INSTALL 8' WHITE PAVEMENT MARKING (12 LF) - 7�' F a a W Q INSTALL - Q t1 tt •4aca rtyr• U . ` E 4TFi STREET - / /. '� H r vARIES I. Twit Y .w�=~F� I>•� -------- v INSTALL B MITE PAVEMENT R5-iB INSTALL 6' WHITE PAVEMENT �• �V MARKING (20' SPAaNG) (TYP). MARKING (54 LF) �,lillilllli 2MELEG S INSTALL 8( WHITE PAVEMENT INSTALL LANE LEGEND BIKE Klmle1 Morn a 'B Y MARKING " LF) ■■ SYMBOL AND ARROW WITH GREEN i J� THERMO BACKGROUND (TYP) 11.0' 11.0' 11.5' 11.5' Texas Registered En I Flrm F-928 rc r - INSTALL 8" MITE PAVEMENT MARKING (ED LF) INSTALL TY -Engineering34 I-C RAISED PAVEMENT MARKER (20' SPACING) (4 EA J (TYPJ f~ -INsiAME 24' wHITE - I BID ITEM PAVEMENT MARKINGS/MARKERS MATERIAL UNIT QUANTITY ® rn i INSTALL 24" WHILE PAVEMENT MARKING (34 LF) M Texas Department o1 Transportation F. PAVEMENT MARKING L 6446001 N SM RD SN SUPBAj�'j �%d`1 (Po SIGN EA 7 P P $ 5 (3o LF) (TYP) / h • 1 6666171 REFL PAV MRK TY II 6" IiRK THERMO LF 95 , © 2023 W 'vv� REFL PAV II 6R S D ice$ 1 666 6178 REFL PAV MRK TY II 6 SLD THERMO LF 501 n INSTALL 8' BRK MITE PAVEMENT ■��ITnn LI"STALL 6" WHITE I `�" 1p'I '''{r �■jQ7(1}'� PAVEMENT MARKING & SIGNAGE PLAN MARKING (10 LF) (TYP) \\ ,1 PAVEMENT MARKING (80 LF) I ODFT ' �i KEEL Y� "(JL M9_ IF V 0 ~ INSTALL TY I-C RAISED PAVEMENT RR SHEET 6 OF I4) W - m ' MAPo(ER (2 EA) 1668 6184 REEL PAV MRK TY II AI� O ) THERMO EA 4 TIE-IN TO EXISTING 1666 6192 REFL PAV MRK TY I ((��((��ORD]] THERMO EA 1 I ° g 1 666 6196 REFL PAV MRK TY II i ING� THERMO EA 2 1 W oI INSTALL 8" WHITE PAVEMENT 666 62aD REFL PAV MIRK TY I J OESIG OIVNO. HIGNOWAY r n r j1 RMARKING AISED PAVEME�NTINSTALL RIY I-C f6V(E ARRO THERMO EA 5 l " FEDERAL uo PRo�ECT No. LL] 1' (20' SPACING a EA TYP 8 _ ^ j, ) �-$ }J'jQ- �5 ® NWP 6 STP 202316971TP IST ST ) ( ) (TYP) §6 6 10 ^ �V M(I ( '' (SAD ^ E AERMO '�500) JR~ p p STATE asTRlcr couxTr •� maM ® 1 `i.�� `i�i�. I GNELx suo� i E INSTALL 8' ELLAW PAVEMENT MARKING (195 F I TEXAS, FTW TARRANT c INSTALLTV II -A -A RASED PAVEMENT MARKER ^ L V 1 s ® SJD L (SPACING 40') (TYP) I { �` (•` OJkST "^ J H K CONTROL SEC1X]N JOB 091 SJD I 0902 90 195 W O -f{g INSTALL 8" WHITE PAVEMENT NARKING l ° '�F-_ (130 lJy INSTALL TY-C RAISED 1 INSTALL LANE LEGEND PAVDNO, MARKER ' "ONLY" (TYP)� SPACING) (TYP) N INSTALL 6" YELLOW PAVEMENT MARKING (260 UP)INSTALL TY all - RAISED PAVEMENT MARKER (SPACING b) (TYP) I - I .I1 8" WHIM MARKING INSTALL 6" YELLOW PAVEMENT MARKING (IN LF) NSTALL TYH-A-A RAISED PAVEMENT MARKER (SPACING 40') (TYP) y 6a!!,� -INSTALL 6" WHITE PAVEMENT MARKING (1D5 LF) (INSTALL 8" WHITE PAVEMENT MARKING (16 LF) INSTALL LANE LEGEND BIKE ` SYMBOL AND ARROW WITH GREEN THERMO BACKGROUND (TYP) R3-1 RS-iB INSTALL 6" WHITE PAVEMENT MARKING (16 LF) 0jjINSTALL 6" WHITE PA� NT MARKING (95 LF) INSTALL 8° WHITE PAVEMENT MARKING/ (9D LJ7 INSTALL TY-C RAISE./■■ PAVEMENT MARKER (4 EA) I. SPACING) UYP) INSTALL 8° DOTTED WHILE IPAVDAENT W U) N � P C) 1 M SI -.� Go NS MAR -IN 12i 512. 12.5'I 1 -- I Ir INSTALL 24" WH1 E PA EMENT MARKING (32 LF) .;,0 INSTA8° RAISED PAVEMENT MARKER (5 INSTALLLL 6" WHITE PAVEMENT MARKING (44 aa_ INSTALL 8" WHITE PAVEMENT MARKING (12 = `INSTALL 2,1 0ILE) PAVEMENT MARKING (4_30, LF) TOTAL A4 IIIIr 1 N\ I IIIIIIIII . 11.5' . 11.5 112.0' 12 MARKING (38 (2' STRIPE, 4' SPACING) i� TALL 24" WHITE PAVEMENT, MARKING (30 LE) tltltl r :JIW� 6" BRK WHITE PAVEMENT MARKING (10 LF) ALL TY FC RALSED PAVEMENT MARKER (3 EA) tINSTALL TE-IN TO EgSTNG fie. I No. A NORTH I � I 2 I 3 TYPICAL BUFFER DETAIL BIKE 20' (TVP.) V011R� ENT 6(�) C�AR`M NHaE , PAVEMENT MARKINGS/MARKERS IN SREFDSIN L PAV MIRKTYITMW S6" AA1 JSA(P) REFL PAV MIRK TY II )DOtj REFL PAV MIRK TY II W ".fSLD REFL PAV MIRK TY II 6' 75LD REFL PAV MIRK TY II , ) �tSLD` O MATERIAL UNIT QUANTITY SIGN EA 2 THERMO LF 215 THERMO THERM. ( 1, THERMO � LF 726 THERM. �8 THERM. l THERMO EA 4 ryTT�LHEE�gRpyM�7O EA 2 RNVISIONS sRE RFl P m/b /41/a921 Rn ns Ione/2oz1 GRAPHIC SCALE IN FEET 0 10 20 b 0 IF 11X17, SCALE IS 1'.40' LEGEND WRONG WAY � BIKE LANE X RS18" 1 R3-17 12" NOTES: 1. LANE LEGEND BIKE W1111 GREEN THERM. BACKGRWND TO BE PAID FOR WI11-1 ITEMS 666 6200. 668 6202. AND 566 61OZ 2. 6" RAISED PAVEMENT MARKERS TO BE PAID FOR WITH ITEM 6]2 6016. CONSTRUCTION NOTES CONTRACTOR 'A'PRO RETAINING WALLS AND STRUCTURES UNLESS OMERMSE NOTED. NCE% ME CONTRACTOR SHALL CONTACT THE FO o NG AT (EAST 40 HOURS PRIOR TO EICAVATING AT EACH LOCATION: ATB:T 1-800-8]8-8711 FORT WORM WAN DEPTnRED OPERAKNS (817) M-0296 T WORTH A-slppPH NERk"17' ONCOR GAS V-ECTRIC -81-6211 % ENERGY 18GG-2232 SBC TEIEN—E (817) 338-8819 CIAOTHERMR �...TE571 BOO 82 2 %. 3383 HORIZONTAL & VERTICAL CONTROL am /IDS 64 I'm 86I 01. 84 I'm N CIXIIROL SET X C�ONIROL SET YP CONTROL SET N WNTROL SET ].51 e11a8.10 N: evelzse.m W61Y]1.95 E: 2313761.83 D 23/299266 E 2341361.TY E: 2341164.6.1 ELLV: 5m.45 F]N. 510.68 ELLV: 553.IB a£V: 559 M B4 /1 io BM I111 B4 12 °x° CUT '%" CUr YP �NTIKIL SET N: 69835m.30 R 6963738.73 N: 696T510.M E: 2337C75.91 E 23348m.12 E 233/82134 ELEV: 558.08 ELI 54213 ELF': ST7.01 a Kimley »Horn Teas Registered Engineering Firm F-928 Texas Department of Transportation © 2023 PAVEMENT MARKING & SIGNAGE PLAN (SHEET 12 OF 14) DN.NO. /vim J N 6 TEXAS SRA cmmW CHECK SRA 10902 FEDERAL AID PROJECT NO. STP 202316971TP DISTRICT COUNTY FTW I TARRANT 90 1 195 w W HIGNoAY IST ST (-I NO. x V 09% � µ .4, IIIIIIIIII ---------- 4TH STREET o 1 =SPEED BL .MPH = 31GO 00 IT:3 8 E IIIIIIII �Y Ps;T CO I h �9 I as XX� cc I gs m W ' w w 76 771 PROPOSED CONDITIONS: NORTHBOUND RIGHT TURN (W B -40) GRMNIC SCP1E IN FEET 0 to 20 i0 m S E NORTH $�LL 4TH STREET & RIVERSIDE DR °"'—JS1"" AUTOTURN EXHIBIT FORT WORTH IGmleysHorn �� I .� .� my DD BUILDING �i I I I I I I I I I I 4TH STREET - =SPEED LIMIT: 36 MPH 3100 BLK. IIIIIIIII VI 17 I r� IUT000 'i h BUILDING T I, �� I i Xx c 0 � W S O r � m W O 4N > w g� F y ?$ PROPOSED CONDITIONS: NORTHBOUND RIGHT TURN (S-BUS-40) 4TH STREET & RIVERSIDE DR AUTOTURN EXHIBIT O 4TH STREET ' 'EEO LIMIT: 35 MPH 3200 BLK. GRMNIC S— IN FEET 0 10 20 40 NORTH ` FORT WORTH ' IomleysHorn �� Plotted. BY 202110-18 1&35:50. M.—, doceb Laet Saved: 2024-09-06 10:38:25 (PROPOSED—SB—M-40—OPT2) Filename. k:\--d-y\061018371— t 1st st\..dd\..hlbit\autotum ..hlblt.\p.I—d autotum — beach eb.d" D W 0 n 0 C N T Z ;o v mm 0 x� � x Wrn m � m 0 ;o m Z m v 0 ''Z^ v+ 0 �m Jf BEACH STREET U SPEED LIMIT 35 MPH 100 ELK m IT o (1) x w IT x � 04=8M _ t . iiw . J / o� BEACH STREET SPEED LIMIT: 35 MPH 100 BILK. OlE Plotted, B, 202110-18 1&35:51, A.—, dooab Last Saved: 2024-09-06 10:38:25 (PROPOSED—SB_S—BUS-40) Filename: k:\ft—d-y\061018371—east 1st st\,.dd\exhibit\aat.t— exhlblts\p.paed ..tot— — beach sb.dwg D W 0 n 0 C N T Z ;o v mm0 x x--Icp Wrnrn � m (n0 ;o m Z m v_ 0 v+ CIO 63 C cn Q �m 1 t 11 Q Jf —J■ � I I I I � BEACH STREET a SPEED LIMIT 35 MPH 100 ELK 0 �J m m o �/1 7� --I x w IT x � 0 a Ob—SIIB=S • — I r ik . J BEACH STREET SPEED LIMIT: 35 MPH 100 BILK. �� orE OlE Filters: Use City Filter Adjust filters to refine your Standard Specification analysis of bid item average cos.. NO Code 450 BID ITEM BID ITEM DESCRIPTION Bid Item 450-6048 450-6048 RAIL(HANDRAIL)(TY B) Actual Let Date Range 11/1/2023 12:00: 00 A.. Bidder Rank Low Bidder District All County All Project Classification All Vendors (Select to Exclude) All Project Size Multiple values ® Data Date 10/17/20241.19.11 PN UNIT OF Min. Bid Item Max. Bid Item Avg. Unit Price Min. Unit Price Max. Unit Price Std. dev. of Unit Median Unit MEASURE City City Price Price LF 20.0 490.0 $251.32 $94.00 $577.50 $164.81 $185.00 Filters: Use City Filter Adjust filters to refine your Standard Specification analysis of bid item average cos.. NO Code 668 BID ITEM BID ITEM DESCRIPTION Bid Item 668-6128 668-6128 PREFAB PAV MRKTY C (GRN)(SLD)(BLOCK) Actual Let Date Range S/1/202412:0000 W. Bidder Rank Low Bidder District All County All Project Classification All Vendors (Select to Exclude) All Project Size Multiple values ® Data Date: 10/18/20242:19:26 AM UNIT OF Min. Bid Item Max. Bid Item Avg. Unit Price Min. Unit Price Max. Unit Price Std. dev. of Unit Median Unit MEASURE City City Price Price SF 164.0 2,902.0 $19.30 $18.00 $20.61 $1.85 $19.30 102601-C N CO-E 4th St/E . 1 st Street On -Street Bicycle Improvement Construction Contract — Change Order #2 Interim Agreement Report Created: 2024-10-23 By: Andrea Munoz (Andrea. M unoz@fortworthtexas.gov) Status: Out for Signature Transaction ID: CBJCHBCAABAAk9mgbhz2OK1ky-sznpKNwU6n2di3b261 Agreement History 2024-10-29 Agreement history is the list of the events that have impacted the status of the agreement prior to the final signature. A final audit report will be generated when the agreement is complete. "102601-CNCO-E 4th St/E. 1st Street On -Street Bicycle Improve ment Construction Contract — Change Order #2" History Document created by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2024-10-23 - 9:44:17 PM GMT- I address: 204.10.90.100 Document emailed to Ifrazier@faingp.com for signature 2024-10-23 - 9:53:39 PM GMT Document emailed to Alexandra Ripley (alexandra.ripley@fortworthtexas.gov) for filling 2024-10-23 - 9:53:39 PM GMT Document emailed to Eduardo D'avila (Edward.Davila@fortworthtexas.gov) for signature 2024-10-23 - 9:53:39 PM GMT Document emailed to Iskal Shrestha (Iskal.Shrestha@fortworthtexas.gov) for signature 2024-10-23 - 9:53:40 PM GMT Email viewed by Alexandra Ripley (alexandra.ripley@fortworthtexas.gov) 2024-10-23 - 9:54:04 PM GMT- I address: 204.10.90.100 Form filled by Alexandra Ripley(aexandra.ripley@fortworthtexas.gov) Form filling Date: 2024-10-23 - 9:55:27 PM GMT - Time Source: server- IP address: 204.10.90.100 FDRTW❑RTHg I P—md6y Adobe Acrobat Sign Email viewed by Ifrazier@faingp.com 2024-10-23 - 10:25:01 PM GMT- IP address: 172.226.175.23 Email viewed by Iskal Shrestha (Iskal.Shrestha@fortworthtexas.gov) 2024-10-24 - 12:57:31 PM GMT- IP address: 107.138.179.238 -`. Document e-signed by Iskal Shrestha (Iskal.Shrestha@fortworthtexas.gov) Signature Date: 2024-10-24 - 1:00:12 PM GMT - Time Source: server- IP address: 107.138.179.238 Signer Ifrazier@faingp.com entered name at signing as Larry Frazier 2024-10-24 - 1:10:19 PM GMT- IP address: 104.190.201.177 ';]j Document e-signed by Larry Frazier (Ifrazier@faingp.com) Signature Date: 2024-10-24 - 1:10:21 PM GMT - Time Source: server- IP address: 104.190.201.177 Email viewed by Eduardo D'avila (Edward.Davila@fortworthtexas.gov) 2024-10-24 - 3:28:23 PM GMT- IP address: 204.10.90.100 Document e-signed by Eduardo D'avila (Edward.Davila@fortworthtexas.gov) Signature Date: 2024-10-24 - 3:31:23 PM GMT - Time Source: server- IP address: 204.10.91.100 Document emailed to Chad Allen (Chad.Allen@fortworthtexas.gov) for signature 2024-10-24 - 3:31:28 PM GMT Document e-signed by Chad Allen (Chad.Allen@fortworthtexas.gov) Signature Date: 2024-10-28 - 6:35:26 PM GMT - Time Source: server- IP address: 204.10.90.100 Document emailed to Lissette Acevedo (Lissette.Acevedo@fortworthtexas.gov) for signature 2024-10-28 - 6:35:30 PM GMT Email viewed by Lissette Acevedo (Lissette.Acevedo@fortworthtexas.gov) 2024-10-28 - 6:40:29 PM GMT- IP address: 204.10.90.100 -`. Document e-signed by Lissette Acevedo (Lissette.Acevedo@fortworthtexas.gov) Signature Date: 2024-10-28 - 6:50:05 PM GMT - Time Source: server- IP address: 204.10.90.100 Document emailed to Patricia Wadsack(patricia.wadsack@fortworthtexas.gov) for signature 2024-10-28 - 6:50:11 PM GMT FDRTWORTHg I P—md6y Adobe Acrobat Sign 102601-CNCO-E 4th St/E. 1 st Street On -Street Bicycle Improvement Construction Contract — Change Order #2 Final Audit Report 2024-11-05 Created: 2024-10-29 By: Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) Status: Signed Transaction ID: CBJCHBCAABAAed_rl4bapAiiCEXkj9F8uQrAYy8BizA8 "102601-CNCO-E 4th St/E. 1st Street On -Street Bicycle Improve ment Construction Contract — Change Order #2" History Document created by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2024-10-29 - 4:06:48 PM GMT- IP address: 204.10.90.100 Document emailed to Patricia Wadsack (patricia.wadsack@fortworthtexas.gov) for signature 2024-10-29 - 4:19:59 PM GMT ?a Signer Patricia Wadsack (patricia.wadsack@fortworthtexas.gov) entered name at signing as Patricia L. Wadsack 2024-10-29 - 5:48:54 PM GMT- IP address: 204.10.90.100 Document e-signed by Patricia L. Wadsack (patricia.wadsack@fortworthtexas.gov) Signature Date: 2024-10-29 - 5:48:56 PM GMT - Time Source: server- IP address: 204.10.90.100 Document signing automatically delegated to Monty Hall (Monty.Hall@fortworthtexas.gov) by Lauren Prieur (Lauren. Prieu r@fortworthtexas.gov) 2024-10-29 - 5:48:59 PM GMT Document emailed to Lauren Prieur (Lauren.Prieur@fortworthtexas.gov) for signature 2024-10-29 - 5:48:59 PM GMT Document emailed to Monty Hall (Monty. Hall@fortworthtexas.gov) for signature 2024-10-29 - 5:49:00 PM GMT ?a Document e-signed by Lauren Prieur (Lauren.Prieur@fortworthtexas.gov) Signature Date: 2024-10-29 - 6:35:25 PM GMT - Time Source: server- IP address: 204.10.90.100 FoRTWORTH. I '"Y Adobe Acrobat Sign Document emailed to Priscilla Ramirez (Priscilla.Ramirez@fortworthtexas.gov) for approval 2024-10-29 - 6:35:29 PM GMT Email viewed by Priscilla Ramirez (Priscilla.Ramirez@fortworthtexas.gov) 2024-10-29 - 9:24:21 PM GMT- IP address: 208.184.124.181 o Document approved by Priscilla Ramirez (Priscilla.Ramirez@fortworthtexas.gov) Approval Date: 2024-10-29 - 9:24:32 PM GMT - Time Source: server- IP address: 208.184.124.181 Document emailed to Douglas Black (Douglas.Black@fortworthtexas.gov) for signature 2024-10-29 - 9:24:36 PM GMT ?a Document e-signed by Douglas Black (Douglas.Black@fortworthtexas.gov) Signature Date: 2024-10-30 - 4:18:46 PM GMT - Time Source: server- IP address: 204.10.90.100 Document emailed to Jesica McEachern aesica.mceachern@fortworthtexas.gov) for signature 2024-10-30 - 4:18:50 PM GMT a Document e-signed by Jesica McEachern Qesica.mceachern@fortworthtexas.gov) Signature Date: 2024-11-01 - 5:13:12 AM GMT - Time Source: server- IP address: 69.212.100.108 Document approval automatically delegated to Katherine Cenicola (Katherine.Cenicola@fortworthtexas.gov) by Ronald Gonzales (Ronald.Gonzales@fortworthtexas.gov) 2024-11-01 - 5:13:16 AM GMT P4 Document emailed to Katherine Cenicola (Katherine.Cenicola@fortworthtexas.gov) for approval 2024-11-01 - 5:13:16 AM GMT P'-. Document emailed to Ronald Gonzales (Ronald.Gonzales@fortworthtexas.gov) for approval 2024-11-01 - 5:13:16 AM GMT f) Email viewed by Katherine Cenicola (Katherine.Cenicola@fortworthtexas.gov) 2024-11-01 - 1:43:22 PM GMT- IP address: 208.184.124.181 &0 Document approved by Katherine Cenicola (Katherine.Cenicola@fortworthtexas.gov) Approval Date: 2024-11-01 - 1:44:43 PM GMT - Time Source: server- IP address: 208.184.124.181 F4 Document emailed to Jannette Goodall Qannette.goodall@fortworthtexas.gov) for signature 2024-11-01 - 1:44:44 PM GMT ,t Email viewed by Jannette Goodall Qannette.goodall@fortworthtexas.gov) 2024-11-01 - 5:26:11 PM GMT- IP address: 208.184.124.181 60- Document e-signed by Jannette Goodall Qannette.goodall@fortworthtexas.gov) Signature Date: 2024-11-01 - 5:26:21 PM GMT - Time Source: server- IP address: 208.184.124.181 FoRTWORTH. I '"Y Adobe Acrobat Sign Form filling automatically delegated to Elisa Winterrowd (Elisa.Winterrowd@fortworthtexas.gov) by Allison Tidwell (allison.tidwelI@fortworthtexas.gov) 2024-11-01 - 5:26:25 PM GMT Document emailed to Allison Tidwell(allison.tidwell@fortworthtexas.gov) for filling 2024-11-01 - 5:26:26 PM GMT Document emailed to Elisa Winterrowd (Elisa.Winterrowd@fortworthtexas.gov) for filling 2024-11-01 - 5:26:26 PM GMT Form filled by Elisa Winterrowd (Elisa.Winterrowd@fortworthtexas.gov) Form filling Date: 2024-11-05 - 5:57:20 PM GMT - Time Source: server- IP address: 208.184.124.181 Agreement completed. 2024-11-05 - 5:57:20 PM GMT FoRTWORTH. I Paw m"Y Adobe Acrobat Sign FORT WORTHO Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: E 4th St/E. 1st Street On -Street Bicycle Improvement Construction Contract — Change Order #3 M&C: N/A CPN: 102601 CSO: 60593 DOC#: 1 Date: 02/25/2025 To: Name Department Initials Date Out 1. Larry Frazier Fain Group - signature Mar 6, 2025 2. Alexandra Ripley TPW - review Mar 5, 2025 3 Edward Davila TPW-signature _�,op-1. Mar 5, 2025 4. Iskal Shrestha TPW - signature is Mar 5, 2025 5. Chad Allen TPW - signature :„s - A11- M a r 7, 2025 6. Lissette Acevedo TPW - signature �V Mar 7, 2025 7. Patricia Wadsack TPW - signature PL W Mar 10, 2025 8. Lauren Prieur TPW - signature zxQ„ , Mar 11, 2025 9. Doug Black Legal - signatures Mar 11, 2025 10. Jesica McEachern CMO - signature CO- Ea „ef� Mar 16, 2025 11. Jannette Goodall CSO - signatures Mar 17, 2025 12. TPW Contracts TPW DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, Jay will review and take the next steps. NEEDS TO BE NOTARIZED: []YES ®No RUSH: ❑YES ®No SAME DAY: ❑YES ®No NEXT DAY: ❑YES ❑No ROUTING TO CSO: ®YES ❑No Action Required: ❑ As Requested ❑ For Your Information ® Signature/Routing and or Recording ❑ Comment ❑ File ❑ Attach Signature, Initial and Notary Tabs Return To: TPWContracts(&FortWorthTexas.2ov at ext. 7233 for pick up when completed. Thank you! CSC No. 60593-CO3 FORT WORTH, City of Fort Worth Change Order Request Project Namel East 4th Street and East 1st Street Federally Funded On -Street Bike Lane Client Project #(s)l 102601 Project Description) On -Street Bike Lane Project Contractorl Fain Group, Inc Change Order #� 3 City Project Mgr.l Iskal Shrestha P.E. City Sec # I 60593 Datel 2/25/2025 City Inspector Edward Davila Dept. TPW Contract Time Totals (CD) Original Contract Amount $2,916,021.70 $2,916,021.70 192 Extras to Date $230,967.56 $230,967.56 Credits to Date Pending Change Orders (in M&C Process) Contract Cost to Date $3,146,989.26 $3,146,989.26 192 JGo to ADD & DEL Tabs to Enter CO Backup -$52,895.99 -$52,895.99 10 Revised Contract Amount $3,094,093.27 $3,094,093.27 202 Original Funds Available for Change Orders $0.00 Remaining Funds Available for this CO $0.00 Additional Funding (if necessary) CHANGE ORDERS to DATE (INCLUDING THIS ONE) AS % OF ORIGINAL CONTRACT 1 6.11 MAXALLOWABLE CONTRACTAMOUNT (ORIGINAL CONTRACT COST+ 25%) $3,645,027.13 USTIFICATION (REASONS) FOR CHANGE ORDER The construction is complete. The final construction invoice has been submitted and paid. Change Order (CO)#3 has been issued to reconcile the bid quantities. The number of days added to this change order is for the work related to change order number 1. The exact date of when CO#1 would be fully executed was unknown at the time of CO#1 negotiation because it needed a council action and duration for routing it to get fully executed. Therefore, the time impact analysis was also unknown. This project has federal funding for construction. Thus, we consulted TxDOT Construction PM about this issue. He recommended adding an extra day to perform the work related to change order #1 when reconciling the project (CO#3). The email correspondence with TxDOT related to time impact analysis is attached to this change order. It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Change Order. The Project/Program Manager signing below acknowledges that he/she is the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Contractor's Company Namem Contractor (Name Contract Signature The Fain Group, Inc Larry Frazier Mar 6, 2025 Inspector/Inspection Supe Date Project and Contract Compliance Manager Date —1".• ' I Mar 5, 2025 Mar 5, 2025 Program Manager Date Senior Capital Project Officer Date �1M�E , Mar 7, 2025 ra° Mar 7, 2025 Assistant Director (Dept) Date Director, Contracting Department (Dept) Date Patvr�ra L wadsacK W Mar 10, 2025 Mar 11, 2025 nt City Attorney Date Assistant City Manager Date eBa a o„ Mar11,2025 Mar16,2025 on (if M&C Number I N/A M&C Date Approved I N/A ATTEST: Jannette Goodall, City Secretary FORTW R_TH City of Fort Worth •� Change Order Additions Project Name I East 4th Street and East 1st Street Federally Funded On -Street Bike Lane City Sec # j 60593 Client Project# 1 102601 Contractorl Fain Group, Inc I PMI Iskal Shrestha P.E. I Inspectorl Edward Davila I Change Order Submittal # 0 Date 2/25/2025 ADDITIONS 11 EM ULbL;KIPION ULF'I Uty unit unit Gost total UNIT I: CSJ 0902-90-196 UNIT I: CSJ 0902-90-196 2 REMOVING CONC (PAV; TPW 101.70 SY $29.00 $2,949.30 3 REMOVING CONC DRIVEWAYS; TPW 95.74 SY $29.00 $2,776.46 4 REMOVING CONC (CURB) TPW 28.61 LF $14.00 $400.54 5 REMOVING CONC (CURB AND GUTTER) TPW 64.00 LF $14.00 $896.00 6 REMOVING CONC (SIDEWALK OR RAMP; TPW 187.41 SY $30.00 $5,622.30 7 REMOV STAB BASE AND ASPH PAV (0"-12" TPW 1.30 SY $71.00 $92.30 10 FL BS (CMP IN PLC)(TYA GRl-2) (6") TPW 245.23 SY $18.00 $4,414.14 11 CONC PVMT r,CONT REINF - CRCP) (7") TPW 89.12 SY $121.00 $10,783.52 22 COLORED TEIXTURED CONC (6") TPW 46.37 SY $140.00 $6,491.80 24 CONIC CURB & GUTTER (TY II) TPW 124.62 LF $46.06 $5,732.52 32 CONDT PVC (SCH 80) (Y) S\PVC TPW 25.00 LF $39.00 $975.00 33 CONDT (SCH 80) (3") (BORE) TPW 90.00 LF $47.00 $4,230.00 55 REFL PAV MRK TY II 6" (DOT) TPW 6.00 LF $0.16 $0.60 69 REFL PAV MIRETY I�- A TPW 21.00 EA $6.06 $126.00 70 TRAFFIC BUTTON TY W TURTLE DOMES) TPW 33.00 EA $250.00 $8,250.00 73 ELIM EXT PAV MRK & �RKS (24'" TPW 394.00 LF $5.06 $1,970.00 75 ELIM EXT PAV MRK & MRKS (WORD) TPW 1.00 EA $100.00 $100.00 109 REMOVAL OF GROUND BOXES TPW 2.00 EA $400.00 $800.00 I-3 0104 6017 REMOVING CONC DRIVEWAY) TPW 395.00 SY $29.00 $11,455.00 I-26 0530 6004 DRIVEWAY (CONC� TPW 395.00 SY $20.00 $7,900.00 I-36 0620 6010 ELEC CONDR SSNO. 6) INSULATED TPW 210.00 LF $3.00 $630.00 I-54 0666 6171 PREFL PAV IviRK TY II (W) 6" (BRK) TPW 95.00 LF $2.50 $237.50 I-56 0666 6174 REFL PAV MARK TY II (W) 6" (SLD) TPW 20325.00 LF $2.50 $50,812.50 I-67 0666 6210 REFL PAV MRK TY II (Y) 6" SLD TPW 14490.00 LF $2.50 $36,225.00 I-98 0684 6029 TRF SIG CBL (TY A) (14 AWG)(3 CONDR) TPW 320.00 LF $2.50 $800.00 UNIT II: CSJ 0902-90-195 UNIT II: CSJ 0902-90-195 2 REMOVING CONC AV; TPW 1.33 SY $28.00 $37.24 4 REMOVING CONC (CURB AND GUTTER`) TPW 95.20 LF $13.00 $1,237.60 5 REMOVING CONC (SIDEWALK OR RAMP: TPW 60.55 SY $28.00 $1,695.26 8 FL BS (CMP IN PLC)(TYA GR1-2) (6") TPW 167.29 SY $17.00 $2,843.93 18 COLORED TEXTURED CONC (6") TPW 7.24 SY $150.00 $1,086.00 19 COLORED TEXTURED CONC (7") TPW 22.21 SY $158.00 $3,509.18 21 CONIC CURS {MOUNTABLE) TPW 63.85 LF $65.00 $4,150.25 22 CONC SIDEWALKS (4") TPW 10.39 SY $95.00 $986.10 27 CONDT (PVC) (SCH 80) (2") TPW 100.00 LF $32.00 $3,200.00 31 ELEC CONDR (NO.8) BARE TPW 420.00 LF $2.56 $1,050.00 37 REFL PAV MRK TY I (W)6"(DOT)(100MIL) TPW 527.00 LF $3.06 $1,581.00 43 REFL PAV MRK TY I (W)(BIKE ARW)(100MIL) TPW 1.00 EA $160.00 $160.00 44 REFL PAV MRK TY IBIKE SYML)(100MIL) TPW 1.00 EA $350.00 $350.00 48 8" (DOT) REFL PAV MRK TY Ili=S(PLOWABLE TPW 630.00 LF $0.05 $31.50 53 REFL PAV MRK TY II(BIKE ARROW) TPW 1.00 EA $12.00 $12.00 54 REFL PAV MRK TY IIE SYMBOL) TPW 1.00 EA $12.00 $12.00 66 ELIM EXT PAV MRK RPMS; TPW 1019.00 EA $2.06 $2,038.00 67 PAV SURF PREP FOR MRK (6'" TPW 659.00 LF $0.0$ $32.95 82 TRF SIG CBL (TY A)(14 AWG)(5 CONDR) TPW 30.00 LF $3.00 $90.00 89 PED DETECT PUSH BUTTON (APS) TPW 1.00 EA $1,105.00 $1,105.00 II-17 0514 6016 PERM CTB (F-SHAPE) (TY 4) TPW 1631.00 LF $165.00 $269,115.00 II-45 0666 6171 PREFL PAV MRK TY II (W) 6" (BRK) TPW 215.00 LF $2.50 $537.50 II-47 0666 6174 REFL PAV MARK TY II (W) 6" (SLD) TPW 17565.00 LF $2.50 $43,912.50 II-55 0666 6210 REFL PAV MRK TY II (Y) 6" SLD TPW 10150.00 LF $2.50 $25,375.00 II-104 0666 6174 REFL PAV MARK TY 1 (W) 6" (SLD) TPW 643.00 LF $2.40 $1,543.20 II-105 0666 6174 REFL PAV MARK TY II (W) 6" (SLD) TPW 643.00 LF $0.10 $64.30 TPW $530,425.99 Sub Total Additions $530,425.991 Change Order Additions Page 2 of 5 FORTWORTH City of Fort Worth Change Order Deletions Project Name I East 4th Street and East 1 at Street Federally Funded On -Street Bike Lane Client Project# 1 102601 City Sec # 60593 Contractorl Fain Group, Inc IPMI Iskal Shrestha P.E. I Inspectorl Edward Davila Change Order Submittal # 0 Dale 212512025 DELETIONS IIEM I DESURIF I ON I utt'I I Uty, I unit I Unit Uost I local I 13 RIPRAP (CONC)(4 IN) TPW 2.44 CY $588.O(1 $1,434.72 1 21 PERM CTB (F-SHAPE) (TY 4) TPW 8.3 LF $172. $1,427.60 23 COLORED TEXTURED CONC (7) TPW 14.7- SY $$46. $2,156.42 j 25 CONC CURB (MOUNTABLE) TPW 95.8 LF $69. $6,610.201 j 26 DRIVEWAYS (CONIC) TPW 51.45 SY $20. $1,029.001 j 27 CONC SIDEWALKS (4") TPW 266.84 SY $97.011 $25,883.481 i 31 REMOVE METAL BEAM GUARD FENCE TPW 35.0 LF S42.W $1,47U.00I j 45 REEL PAV MRK TY I(W)8"(SLD)(100MIL) TPW 58.0 J LF $3.00 $174.001 i 46 REFL PAV MRK TY I(W)12"(SLD)GOOMIL) TPW 292.0 LF 59.00 $2,628.001 j 47 REEL PAV MRK TY I(W)24"(SLD)(100MIL) TPW 1317.0 LF $12.0U $15,804.001 j 48 REEL PAV MRK TY I(W)(ARROW)GOOMIL) TPW 3.0 EA $175.00 $525.001 j 49 REEL PAV MRK TY I(W)(WORD)(IOOMIL) TPW 1.00) EA $175.00 $175.001 i 54 REFL PAV MP TY B (W) 6" (BRK) TPW 95.0 LF $2.50 $237.501 i 56 REFL PAV MP TY B (W) 6" (SLD) TPW 20325.0 LF $2.50 $50,812.501 i 58 REFL PAV MP TY B (W) 8" (SLD) TPW 387.0 LF $O.05 $19.351 i 59 REFL PAV MP TY B(W) 12"(SLD) TPW 292.0 LF $0.05 $14.60i i 6D REFL PAV MP TY B (W) 24" (SLD) TPW 1677.0 LF $0.05 $83.851 i 61 REFL PAV MRK TY B(W)(ARROW) TPW 3.0 EA $12.DU $36.001 i 62 REFL PAV MRK TY B(W)(WORD) TPW 1.0 EA $12.00 $12.001 i 67 REFL PAV MRK TY B (Y) 6" (SLD) TPW 14490.0 LF $2.50 $36,225.00 j i 68 REFL PAV MRKR TY I-C TPW 34.0(( 1 EA $6.00 $204.001 i 71 ELIM EXT PAV MRK & MRKS (4") TPW 245.0 LF $1.25 $306.251 i 72 ELIM EXT PAV MRK & MRKS (8") TPW 962.0 LF $2.00 $1,924.001 i 76 ELIM EXT PAV MRK & MARKS (BIKE ARROW) TPW 3.0 EA $100.X1 $300.00 i 77 ELIM EXT PAV MRK & MARKS (BIKE SYMBOL) TPW 3.0 EA $100.00 $300.0i 0 i 78 ELIM EXT PAV MRK & MRKRS(PLOWABLE RPMS) TPW 146.0 EA $2.25 $328.501 i 79 PAV SURF PREP FOR MRK (6") TPW 434.0 LF $0.10 $43.401 i 80 PAV SURF PREP FOR MRK (8") TPW 58.0 LF $0.10 $5.801 j 81 PAV SURF PREP FOR MRK (12") TPW 292.0 LF $0.10 $29.201 j 82 PAV SURF PREP FOR MRK (24") TPW 2419.0 LF $0.10 $241.901 j 83 j 84 PAV SURF PREP FOR MRK (ARROW) PAV SURF PREP FOR MRK (WORD) TPW TPW 3.0 1.0 EA EA $12.0U $12.0U $36.00 $12.00j j 113 PORTABLE CHANGEABLE MESSAGE SIGN TPW 13.0 DAY $62.00 $806.001 i 1-2 01046001 REMOVE CONC (PA IPW 143A1f( 1 SY $29.W $4,14/.UUj 1-5 i 1-8 01046022 KEMOVECONC CUL AND GUETER 01046036 REMOVINGCO C(SIDEWALK OR MP) IPW IPW 16LU 130.0 LF SY S14.W S30.W $2,24U.UU $3,9UU.UUi 1-10 0247 606I F'L BS (CMP IN PLC (T'Y A GRI-2) (6") PW 41LU SY SI8.OU $7,38U.U0 I-28 05306004 DRIVEWAYS CO C) IPW 400.0 SY S20.W $8,000.00 i 1-21 0531 6001 CONC. SIDE , KS (4") I PW 110.0 SY 597.00 $1U,8/U.001 i 1-11 0360 6001 CONC PVMT (CONT REINF-CROP) (7") I PW 38.1 1 SY 5121.00 $4,814.941 1 1-119 0666 6171 PREFL PAV MRK TY I (W) 6" (BECK) TPW 2.0 1 LF 52.40 $4.8Uj 1 1-1"20 0666 6171 PREFL PAV MRK TY 11 (W) 6" (BRK) TPW 2.U1/J LF S0.10 $0.2Uj 1 1-1"21 06666174 REFL PAV MARK TY I(W) 6" (SLD) TPW 23421 LF S2.40 $561.8U1 1 1-1"2"2 0666 6174 REFL PAV MARK TY B (W) 6" (SLD) TPW 23421 LF S0.10 $23.4Uj j 1-123 0666 6210 REFL PAV MRK TY I (Y) 6" SLD TPW 617Z, LF $2.40 $1,480.80 j j 1-124 0666 6210 REFL PAV MRK TY II (Y) 6" SLD TPW 617.00J1 LF $0.10 $61.70 j j I-126 668 6128 PREFAB PAV MRK TY C (GRN) (SLD) (BLOCK) TPW 60.0� SF $22.43 $1,345.801 i 1-2 01046001 REMOVE CONC (PAV) TPW 28.71 SY $28.OU $603.681 1-11 0360-6001 CONIC PVMT (CONT REINF - CRUP) (7") TPW 20.8 BY $110.00 $2,297.901 UNIT 11: CSJ 0902-90-195 REMOVING CONC (CURB) I Fry 30.00 LF13.00 i 5 FURNISHING AND PLACING TOPSOIL TPW 6.0 CY $350.00 $2,100.001 i 9 CONC PVMT (CONT REINF-CRCP)(7") TPW 42.8 SY $110.00 $4,717.901 i 17 PERM CTB (F-SHAPE) (TY 4) TPW 1653.0 LF $165.00 $27Z,745.00 i i 20 CONC CURB & GUTTER (TY 11) TPW 39.90 LF $70.00 $2,793.001 i 39 REFL PAV MRK TY I (W)8"(SLD)(100MIL) TPW 360.00 LF $3.00 $1,080.001 i 40 REFL PAV MRK TY I (W)24"(SLD)GOOMIL) TPW 668.0U LF $13.OU $8,684.001 i 41 REFL PAV MRK TY I(W)(ARROW)(10OMIL) TPW 6.00 EA $180.O0 $1,080.001 i 42 REFL PAV MRK TY I (W)(WORD)(100MIL) TPW 4.00 EA $180.O0 $720.001 i 45 REFL PAV MRK TY 11 (W) 6" (BRK) TPW 215.00 LF $2.50 $537.501 i 45 REFL PAV MRK TY II (W) 6" (DOT) TPW 20.OU LF $3.50 $70.001 i 47 REFL PAV MRK TY II (W) 6" (SLD) TPW 17565 LF $2.50 $43,912.501 i 49 REFL PAV MRK TY II (W) 8" (SLD) TPW 36020 LF $0.05 $18.001 j 50 REFL PAV MRK TY 11 (W) 24" (SLD) TPW 11 668.00) LF $0.05 $33.401 j 51 REFL PAV MRK TY 11 (W) (ARROW) TPW 6.00) EA $12.013 $72.001 j 52 REFL PAV MRK TY H(W)(WORD) TPW 8.00� EA $12.01) $96.001 j 55 REFL PAV MRK TY H (Y) 6" (SLD) TPW 10150.00 LF $2.50 $25,375.00 j j 55 REFL PAV MRKR TY I-C TPW 39.0 1 EA $6.00 $234.00 j j 59 ELIM FXT PAV MRK & MILKS (4") TPW 1694.0 LF $1.00 $1,694.001 j 60 ELIM EXT PAV MRK & MRKS (8") TPW 771.0 LF $2.00 $1,542.001 j 61 ELIM FXT PAV MRK & MRKS (24") TPW 458.0 LF $5.00 $2,290.00 j j 68 PAV SURF PREP FOR MRK (8") TPW 360.0 LF $0.05 $18.001 j 69 PAV SURF PREP FOR MRK (24-) TPW 1283.0 LF $0.05 $64.161 j 91 PORTABLE CHANGEABLE MESSAGE SIGN TPW 13.00 DAY $67.00 $871.001 j 11-99 0528 6002 COLOR TEXTURED CONCRETE (6") TPW 9.00 SY $140.00 $1,260.001 j 11-100 0529 6002 CONC CRUB (TY B) (8") TPW 23.00 LF $60.00 $1,380.001 j 11-39 0666 6036 REFL PAV MAR TYP I (W) 8" (SLD) (100MIL) TPW 2.00 LF $3.00 $6.001 j 11-49 0666 6178 REFL PAV MRK TY 11 (W) 8" (SLD) TPW 2.00 LF $0.05 $0.101 j 11-68 0678 6004 PAV SURF PREP FOR MRK (8") TPW 2.00 LF $0.05 $0.10 j j 11-102 0666 6171 PREFL PAV MRK TY I (W) 6" (BRK) TPW 8.00 LF $2.35 $18.801 j 11-103 0666 6171 PREFL PAV MRK TY II (W) 6" (BRK) TPW 8.00 LF $0.15 $1.201 j 11-106 0666 6210 REFL PAV MRK TY I (Y) 6" SLD TPW 1928.0.0/I LF $2.40 $4,627.20 j i 11-107 0666 6210 REFL PAV MRK TY 11 (Y) 6" SLD TPW 1928.00 LF $0.10 $19Z.8U j i 11-1U8 668 6128 PREFAB PAV MRK TY C (GRN) (SLD) (BLOCK) TPW 128.0 j SF $22AS $2,871.041 T'W $583,321.981 i i Sub Total Deletions $583,321.98 i i Change Order Deletions Page 3 of 5 M/SBE for this Change Order M/SBE Sub Type of Service T Amount for this CO Total $0.00 Previous Change Orders CO# DATE I AMOUNT 9/12/2024 $135,439.32 11 /1 /2024 $95,528.24 Total I $230,967.56 Shrestha, Iskal From: Jay Ripley <Jay.Ripley@txdot.gov> Sent: Wednesday, July 31, 2024 3:47 PM To: Shrestha, Iskal Subject: RE: E. 4th St/1st St Improvements Change Order Impact CAUTION: This email originated from outside of the City of Fort Worth email system. Do not click any links or open attachments unless you recognize the sender and know the content is safe. Iskal, The city can proceed with the expectations of this Time Impact being marked as a participating change order, as long as proper justification is provided at the time of reconciliation. Thanks, JAY RIPLEY DISTRICT LOCAL GOVERNMENT PROJECT COORDINATOR TEXAS DEPARTMENT OF TRANSPORTATION Fort Worth District/District Construction Jay.Riplev@txdot.gov 1 817-659-0841 1 TXDOT.gov From: Shrestha, Iskal <Iskal.Shrestha@fortworthtexas.gov> Sent: Wednesday, July 31, 2024 3:28 PM To: Jay Ripley <Jay.Ripley@txdot.gov> Subject: FW: E. 4th St/1st St Improvements Change Order Impact This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Jay, Please take a look below for contractor concurrence. We're just asking for your approval for the time impact due to the change order, which will be added during the reconciliation change order at the end of the project. Thanks, Iskal Shrestha From: Steven Aguirre <saguirre@faingp.com> Sent: Wednesday, July 31, 2024 3:15 PM To: Shrestha, Iskal <Iskal.Shrestha@fortworthtexas.gov> Subject: RE: E. 4th St/1st St Improvements Change Order Impact CAUTION: This email originated from outside of the City of Fort Worth email system. Do not click any links or open attachments unless you recognize the sender and know the content is safe. Iskal, We agree to the change order with the understanding that reconciliation of extra days will be addressed at the completion of the project. Thankyou, Steven Aguirre Project Manager rm. FAIN P.O. Box 164308 Fort Worth, TX 76161 (P) 817-927-4388 (F) 817-927-4389 (M) 817-727-5919 From: Shrestha, Iskal <Iskal.Shrestha@fortworthtexas.gov> Sent: Wednesday, July 31, 2024 3:10 PM To: Steven Aguirre <saguirre@faingp.com> Subject: FW: E. 4th St/1st St Improvements Change Order Impact Steven, I discussed the project's time impact due to change order#1 with the TxDOT PM. He has a great idea, and I agree because we don't know the exact date for CO#1 approval. Therefore, the actual time impact is unknown, and it depends on the date when the change order is fully executed. We plan to approve the actual impacted time during the reconciliation change order after the project is complete. Please let us know if you agree. If you do, please work on change order items that have a time impact immediately after the change order is fully executed. Thanks, Iskal Shrestha From: Steven Aguirre Sent: Tuesday, July 30, 2024 12:58 PM To: Shrestha, Iskal <Iskal.Shrestha@fortworthtexas.gov> Subject: E. 4th St/1st St Improvements Change Order Impact Iskal, Attach is the impact schedule for the E. 4th St/1 st St project. Fain is requesting 21 working days be added to the change order due to new items added to project that were not included on baseline schedule. The project originally proposed installation of permanent CTB on E.1 st St between Beach St & Haltom Rd. Installation of 8" curb & gutter with median island will replace the CTB which causes more labor and time. If you have any questions let me know. Thankyou, Steven Aguirre Project Manager rm. FAIN P.O. Box 164308 Fort Worth, TX 76161 (P) 817-927-4388 (F) 817-927-4389 (M) 817-727-5919 141 FORTWORTH. M, TRANSPORTATION AND PUBLIC WORKS April 28, 2025 The Fain Group, Inc. 2500 Great Southwest Pkwy Fort Worth, TX 76106 RE: Acceptance Letter Project Name: E. 4t" Street / V Street On -Street Bicycle Improvements Project Type: PAVING City Project No.: 102601 To Whom It May Concern: On January 17, 2025 a final inspection was made on the subject project. There were punch list items identified at that time. The punch list items were completed on February 8, 2025. The final inspection and the corrected punch list items indicate that the work meets the City of Fort Worth specifications and is therefore accepted by the City. The warranty period will start on February 8, 2025, which is the date of the punch list completion and will extend of two (2) years in accordance with the Contract Documents. If you have any questions concerning this letter of acceptance, please feel free to contact me at 817- 392-7254. Sincerely, Iskal Shrestha, Project Manager "U�Q' Chad Allen , Program Manger Cc: Eddie Walker, Inspector Gary Deyon, Inspection Supervisor Edward Davila, Senior Inspector Chad Allen, Program Manager Kimley-Horn and Associates, Inc., Consultant The Fain Group, Inc., Contractor N/A, Developer File E-Mail: TPW_Acceptance@fortworthtexas.gov Rev. 8/20/19 CONSENT OF SURETY COMPANY TO FINAL PAYMENT AIA DOCUMENT G 70 7 OWNER ■ ARCHITECT ❑ CONTRACTOR ❑ SURETY ❑ OTHER ❑ Bond 4 355374F PROJECT: E. 4th Street./E. 1st Street On -Street Bicycle Improvements CPN 102601 (name, address) TO (Owner) City of Fort Worth 1000 Throckmorton FT. Worth, TX 76102 CONTRACTOR: The Fain Group, Inc. ARCHITECT'S PROJECT NO: CONTRACT FOR: CONTRACT DATE: October 31, 2023 In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (here insert name and address of Surety Company) Westfield Insurance Company P O Box 5001 Westfield Center, OH 44251-5001 on bond of (here insert name and address of Contractor) The Fain Group, Inc. P O Box164308 Fort Worth, TX 76161 ,SURETY COMPANY, ,CONTRACTOR, hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety company of any of its obligations to (here insert name and address of Owner) City of Fort Worth 1000 Throckmorton Fort Worth, TX 76102 ,OWNER, as set forth in the said Surety Company's bond IN WITNESS WHEROF, The Surety Company has hereunto set its hand this 10th day of February, 2025 Attest 1 (seal): �A xx`� Muni Rab , Client Experience Leader, Surety Westfield Insurance Company Surety Company Signature Authorized Representative Johnny Moss, Attorney -in -Fact Title NOTE: This form is to be used as a companion document to AIA DOCUMENT G706, CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBT AND CLAIMS, Current Edition AIA DOCUMENT G707 * CONSENT OF SURETY COMPANY TO FINAL PAYMENT *APRIL 1970 EDITION *AIA THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME POWER # AND ISSUED PRIOR TO 10/10/24, FOR ANY PERSON OR PERSONS NAMED BELOW. General POWER NO. 422001214 Power Westfield Insurance Co. of Attorney Westfield National Insurance Co. CERTIFIED COPY Ohio Farmers Insurance Co. Westfield Center, Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as "Companies," duly organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these presents make, constitute and appoint TONY FIERRO, JOHNNY MOSS, JAY JORDAN, JEREMY BARNETT, JADE PORTER, ROBERT G. KANUTH, JARRETT WILLSON, JACK NOTTINGHAM, BRADY WILSON, BRENNAN WILLIAMSON, JAROD JAGGERS, CALEB HALE, RYAN COX, JOINTLY OR SEVERALLY of ROCKWALL and State of TX its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship in any penal limit, and to bind any of the Companies thereby as fully and to the same extent as If such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney -in -Fact may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary." "Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." (Each adopted at a meeting held on February 8, 2000). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and Senior Executive and their corporate seals to be hereto affixed this 10th day of OCTOBER A.D., 2024 . Corporate ,P• " 1r•4,, seals ¢\agUft,tpe' "rrrrrl„ ;� `� <••. %A YR4,"'' WESTFIELD INSURANCE COMPANY WESTFIELD NATIONAL INSURANCE COMPANY AffixedWOWa�: t�G=` ,. ,'" ""''��:'+ OHIO FARMERS INSURANCE COMPANY SEAL :,� i SEAL ' {r'• rota �yr3 = o: ;� _ �. 1848 ., State of Ohio �"'*+ �,rrr "' By: County of Medina ss.: Gary W. Stumper, National Surety Leader and Senior Executive On this 10th day of OCTOBER A.D., 2024 , before me personally came Gary W. Stumper to me known, who, being by me duly sworn, did depose and say, that he resides In Medina, OH; that he is National Surety Leader and Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above instrument; that he knows the seals of said Companies: that the seals affixed to said instrument are such corporate seals; that they were so affixed by order of the Boards of Directors of said Companies: and that he signed his name thereto by like order. Notarial a�ql•••1•lu Seal p% A L Affixed p,.......... S z ;�\\111f/9s r State of Ohio �sO David A. Kotnik, Attorney at Law, Notary Public County of Medina ss,: `;, q &P,�.• My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) I, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY. do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect: and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this 10th day of February A.D.,2025 '�„w..lrp 4�1MlIµ ,Ifie��yjb_•,k ,.r ,r r.rr, �I. �I:�NFII in��''•. ... �• !.. :' ��5.� 411 SEAL (ASE Secretary Frank A. Carrino, Secretary BPOAC2 (combined) (05-24) AFFIDAVIT STATE OF Texas COUNTY OF Tarrant Before me, the undersigned authority, a notary public in the state and county aforesaid, on this day personally appeared Larry Frazier, President Of The Fain Group,Inc., known to me to be a credible person, who being by me duly sworn, upon his oath deposed and said; That all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full; t-F-55 �jrj That the wage scale established by the City Council in the City of Fort Worth has been paid in full; That there are no claims pending for personal injury and/or property damages; On Contract described as; Contract Description % BY / / L razier, President Subscribed and sworn before me o this date 30th of April, 2025. Notary Public County, State II11/(/ KRISTI TREES _ nc Notary Public, State of Texas "9.. :•r Comm. Expires 04-15-2027 Notary ID 124427334