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HomeMy WebLinkAboutContract 60585-AR7CSC No. 60585-AR7 City of Fort Worth Construction Allowance Request Project Namel Keller Hicks -Lauren Way to US 377 Client Project #(s) l 100146 I City Sec # 160585 Project Keller Hicks - Lauren Way to US 377 - Roadway, Drainage, Illumination and Traffic Improvements Description Contractorl McMahon Contracting, LP I CA#I 7 I Datel 10/11/2024 City Project Mgr.I Mitch Alton I City Inspectorl Curtis Hollingsworth UNIT or DEPT Original Contract Amount Extras to Date Credits to Date Current Contract Amount JAmount of Proposed Allocation Original Allowance Available to Allocation Allowance Funds Previously Allocated Revised Allowance Balance Unit I - CFW $5,685,582.88 Unit II - Keller $1,041,186.09 Unit III - Signal $477,855.28 I Totals $7,204,624.25 $5 685 582.88 $1 041,186.09 $477 855.28 $7 204 624.25 $21,033.00 $4 930.20 $0.00 $0.00 $25 963.20 $200,000.00 $83,370.26 $170,250.00 $6,717.42 $370,250.00 $90,087.68 $95,596.74 $158,602.38 $0.00 $0.00 1 $254,199.12 JUSTIFICATION (REASONS) FOR CONSTRUCTION ALLOWANCE IN ACCORDANCE WITH THIS CONSTRUCTION ALLOWANCE REQUEST, THE CONTRACT SHALL: The plans call for 6" White and 6" Yellow Pavement Markings, but there are no Bid Items for the 6" Pavement Markings. The contractor has proposed $2.85/LF for White and Yellow 6" Pavement Markings. On CPN 103281 Park Vista Boulevard, the city received bids of $3.00/LF for 6" Pavement Markings. Staff deems the proposed prices reasonable. On the City of Keller Portion, the contractor raised the concern that Retaining Wall C needed riprap to protect the grading at the end of the wall from drainage runoff. The engineer and the City of Keller agreed to add an extra TxT Inlet and an 18" HDPE Storm Drain to collect the drainage and extend the wall to protect the grading. The contractor has proposed $109.56/LF for the new 18" HDPE Storm Drain. The price on the existing contract for 18" RCP is $109.56/LF. Staff deems the proposed prices reasonable. It is understood and agreed that the acceptance of this Construction Allowance Request 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 Construction Allowance Request. 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. McMahon Contracting, LP IAndrew Marquez Dec 4, 2024 or/inspection Supervisor 4� Date Dec 4, 2024 Project and Contract Compliance Manager n ti&&&A,t-- Date Dec 4, 2024 m Manager Date Senior Capital Project Officer Date A.a/_'J Dec 8, 2024 �QL- Dec 11, 2024 A'gMnt Director (Dept) Date Director, Contracting Department (Dept) Date ✓�>--� ������G Dec 11, 2024 Dec 12, 2024 ty Attorney Date kisistwiIii0y Manager Date Dec 13, 2024 Dec 15, 2024 ATTEST: gain. A Al— Jannette Goodall, City Secret ry OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Construction Allowance SUMMARY Page 1 of 4 FOR_ _ T WORTH. City of Fort Worth —��— Construction Allowance Additions Project Name I Keller Hicks - Lauren Wav to US 377 pity Sec # 1 6U565 1 Client Project # 1 100146 1 Contractorl McMahon Contracting, LP I PMJ Mitch Aiton Inspector) Curtis Hollingsworth Construction Allowance Submittal # 0 ate I 1UI11IZU24 I ADDITIONS ITEM DESCRIPTION DEPT Qty Unit Unit Cost 1-85C 3217.0101 6" SLID Pvmt Marking HAS (W) Unit I - CFW 1,250.0000 LF $2.85 1-85D 3217.0102 6" SLID Pvmt Marking HAS (Y) Unit I - CFW 6,130.00000000 SF $2.85 11-138C 3341.010218" HDPE Pipe Unit 11- Keller 45.00000000 LF $109.56 Unit I - CFW Unit 11- Keller Unit III - Signal Total Additions Total 1 $3,562.501 $17,470.501 $4,930.201 $21,033.001 $4,930.201 $0.00I $0.00I $25,963.201 Construction Allowance Additions Page 2 of 4 FORT WORTH. City of Fort Worth Construction Allowance Value Project Name I Keller Hicks - Lauren Wav to US 377 I City Sec # I b0585 Client Project # 1 100146 1 Contractor McMahon Contracting, LP I PMJ Mitch Aiton I Inspector) Curtis Hollingsworth Construction Allowance Submittal # Date 1 10/11/2024 1 CONSTRUCTION ALLOWANCE VALUE BEING USED ITEM DESCRIPTION Qty Unit Unit Cost Total Unit 1 Item 85 9999.0000 Construction Allowance 0.129816 EA $200,000.00 $25,963.20 Construction Allowance Value 3of4 M/SBE for this Construction Allowance Request M/SBE Sub I Type of Service I Amount for this CAR Total $0.00 I Previous Construction Allowance Requests CAR # DATE AMOUNT CA #1 2/20/2024 $1,252.90 CA #2 3/25/2024 CA #3 5/9/2024 CA #4 6/26/2024 CA #5 7/9/2024 CA #6 10/11/2024 $11,747.71 $49,514.43 $13,429.22 $3,327.00 $10,816.42 Total 1 $90,087.68 Construction Allowance MSBE Data Page 4 of 4 REQUEST FOR INFORMATION REPORT (RFI) Keller Hicks - Lauren Way to US 377 Andrew Marquez Project Manager 6" (W) & (Y) Pavement Markings ITRACT NO. PRIME CONTRACTOR 60585 McMahon• • • McMahon Contracting 1 817-908-2704 1 1 /01 /24 NO CHANGE i NO CHANGE INCREASE IN COST $ 21,033.00 INCREASE IN TIME DECREASE IN COST DECREASE IN TIME # of Days = # of Days = The plans call for 6' W and 6" Y Pavement Markings but there are no Bid Items for 6" Pavement Markings. We request $2.85 / LF for both 6' Pavement Markings if you would like to stick to the plans with 6' Pavement Markings. Mitch Aiton I Sr Professional Engineer 682-715-9424 11 /01 /24 1 11 /27/24 Please stick to the plans and install the 6' Pavement Markings as shown as $2.85/1-F. The proposed price for the 6' White and Yellow Pavement Markings is $2.85 / SF. The proposed price for 6' Pavement No Schedule Impact Markings was $3.00 / LF on City Project #103281 Park Vista Boulevard. Staff deems the proposed prices reasonable. O } I wo Kw I g ///Z�— �w A +N E 44�0o I- 1 N� - -- - - .- --- -- `�- --- WARNING TO CONTRACTOR RE ro vsaiwrxssxncr aNMonrEL�veEKE"rwRx u wxsmounw ororxorummES Nnresasauiaso iPr -non ossanriws mw inuarxsa rnciunss rsronicreas •O GENERAL NOTES: I+ Bs snmrER HT uEK E—IRESZoorvamaEnrEoawuum -.�:---.---'� orya owx NRLITIE=�RNN�NY= .._.._.._.._.._..— SPEED _..—._. .._.._. _. .._.._. c l ).._.. .. I - .._.._. = H J �J�mll I� Q I 2 � LIMIT STA 46+00! ! SRO6 35 TR— j ONLY li ! j I, M ,E-NR;—NRVEY I ! I 83 j e ee10�tws�vsLiv�avev KRrcr oRr R a r o m; DRT T i sosrwR W. I i I j KELLER HICKS ROAD I II a ! I i W o j xsueacaosaxeaoomax O EXISTSTOP& 11�1STREET NAME I SIGN TO REMAIN 2 Y ran B () — (� NI H• _ m II II I I \ / / /// I T• / r� — i i-� it i � .�.� •_ mm KELLER HICKS ROAD mhx CENTER LANE STAQ4 I S]+20 R3 SB i ONLY E J STA 57+20 END TUR,IPED BEGIN STRIPED ISLAND ,arx� �oH .aRrwaRrN.T. Q O STA 57-20 R38 DNIVI S/GNPLANLEGEND O SIGN NUMBER I PROP08EDSIGN h EXISTNG SIGN PA I CEMENT MARK/LAGS LEGEND OA CONTRAST CROSSWALK -PER CFW D82 B 24'STOP BAR(W) - PER CFW 0643 L C) 6"SOLIDLANELINE(Y)-PERCFWD642 F 6'SKIPLINE(Y)-PERCFWD642 E S' DOUBLE WILD LINE (Y) - PER CFW M21 18" SOILD HATCH LINE (Y) -PER CFW D642 G 8" SOLID EDGE LINE (W) - PER CM D842 1 S" SOLID LANE LINE (W) - PER CFW DI- OI TYPE II -A -A 4" RAISED PAVEMENT MARKER (W)- PER CM D642 JO TYPE II.A-A4' RAISED PAVEMENT MARKER (Y)-PER CM D642 KO LANELEGENDARROW(W)-PERCFWD645 © LANE LEGEND WORD(W) - PER CM D644 MO RAILROAD CROSSING MARKINGS -PER CM D£46 NOTES. 1 IF SIGN IS LOCATED OUTSIDE OF SIDEWALK, SIGN SHALL BE LOCATED HORIZONTALLY A MINIMUM OF 11' BACK OF CURB. 2 IF SIGN IS LOCATED BETWEEN SIDEWALK AND CURB, SIGN SHALL BE LOCATED HORIZONTALLY 3' FROM BACK OF CURB O LL x92 =p 0 40 80 120 �I GRAPHIC SCALE IN FEET °a 1' = 80' 111"mr) 6,2�2N22 s,�.oF.�, - �a PADILLP S [¢y...PAULJ. LIT CENS. 6 Is la I+ p � 6EYI6IONs SATE DPP RY OXK3 1 g �TFWIR CPN NO 100146 PROJTN o U Y SEWEo RBASEMAP N203-080 22M g23JN0 CITY OF FORT WORTH, TEXAS U rc TRANSPORTATION AND PUBLIC WORKS DEPT. ARTERIAL ROADWAY IMPROVEMENTS Y N KELLER HICKS ROAD z w (FROM LAUREN WAY TO US 377) KELLER HICKS ROAD O EM STA 43-770 TO STSIG 7 S)TBPPIA _ mm Q 06A0*351 2WEST 7THSUITE FORTWORT TEXAS 76107 Q3 MU.L—cm (817)8775571 0 p; KF3078 85 CURVE DATA NOTEWARNING TO CONTRACTOR P� : C-1 C-2 SEE SHEET B] ouL ExiszxncE auD incanw UrummEs ixrxE o FOR KATV ROAD DA11^54'28" R=300 '00" PAVEMENT MARKINGS R=600.00' R=30000' vEx'^'xExx"m G T=825]' T=245R MTRUCT rest w L=12469' L=49.0' - i UreDErerc mEmiEvam rc ISPEED 6 } _ nTvoO Tnc Tao r� ^TN reiNuxDinreLv vewexcsFucrwNx u LIMIT O Mu -EL ' xPl rx /1 it N- coxsmounw oro;xorummxs nwreEreEauirexD I STA 6110 I ULHAre MATCH EXIST DOUBLE G M I wcxosslrvs mox �� O YELLOW STRIPES y ;ICI [n rer-non UVErennws 8TA 57 ]628, SS'LT 1 i STA1o+62LE STA 11+So DO NOT O9 G to V 'I i END 11 LANE a'oSTA 59+43 73, 4.5' L 1 Rid Rid ONLY STOP —12+D9 s R R STA 13+8] J I W Ecmw BEGIN ANE TAPER ENDLANETAPER *a ONLY ON Red W10-1 1 W BEGIN 12'LANE a f % TRACKS K I - nuarxEx1xaErvmE%LTMOrsoonsr ensasanz xzzaa E J /y�F L J K 1� I 11 —TIES ;sro 1—SS O• ) ) •) 5 i Il 5 C N +lI� _.._ K H I M G J TRAIN HDAN SW10aa7�� Q G DaN�E D�x�.Urere�ure Dre re�xuC�NE,�,wrxFEUEOR F ♦♦♦���666VVV •I LreEaaCEs.�UEED LO �o NIx�D s e ._._._. � ..... j❑ rencu Lounox is wwrvown 10+00 ._---- �.� 00 1 +00 �{�a 13+00 1�0 1 1 — I ' a I_ EXIST STRIPING a xox uLx nou Fa rvc EErvcE xEOuireEs reuro u rxE Jam► .S LU Z 1 I I- f I.—__�_ —_ _._.__._ z----- --__ JI --------- —RE V K —V �.;Y 14 �N�I �N� �.a_.� CAL 1-B00-33fi-9193 DIG _ V �u _...E " PC STA 57+90.96 �a O 791'RT t -_ STA 10.5 R R DO NDT 1] W10-1 18 1e RIGHT LANE RIGHT LANE PRC STA 58+15.21 STOP 9TA 12+g 19 �I 13 �' STA 11+50 ON I — STA 14+01 MUST STA 14+79 MUST i O50 RT STA 61+10 + 15 NO Red TRACKS ONL R3-71R TURN RIGHT R3-]R TURN RIGHT L STA 59+64.00 R3-B )ryLl STA 10+95 BEGIN TURN BAY ONLY W10-9P TRAIN ROAN j mi.cLa°�M'ivErow�ox 12 -- I'' I LH¢HEx M%so�revEr STA SB+ea3-8 — l I N R�� . I I t I � foxrwo6Tx.Tx ONLY � I i j i I o— ao Bo 120 `1 0 KELLER HICKS ROAD E GRAPHIC SCALE IN FEET w GRAPHI(SC ) 0�z 1' = 80' (11"zir) SGNPLANLEGEND e�z6rz6zz PA VEMENTMARK/NGS LEGEND �w 2O SIGN NUMBER t oPF I 3m Q f PROPOSED SIGN CONTRAST CROSSWALK -PER CFW Dd42 B 21 STOP BAR IW)-PER CFN O643 �. 1 EXISTNG SIGN ' W SOLID LANE LINE (Y)-PERCMD642 pigULJ, PADIIIA S O 114 6"SKIPUNE(V)-PERCFWD642 Nd8 B369'0 NOTES �E 8'DOUBLE SOILD LINE (Y) - PER CFW D642� 6N 1 IF SIGN IS LOCATED OUTSIDE OF SIDEWALK, F 18" SOILD HATCH LINE (Y)-PER CFW D642 SIGN SNALL BE LOCATED HORIZONTALLY A MINIMUM G 8'SOLID EDGE LINE -PER CFW D842 OF 11' BACK OF CURB. (W) 21F SIGN IS LOCATED BETWEEN SIDEWALK AND (, 8" SOLID LANE LINE(W) - PER CFW D642 CURB, SIGN SHALL BE LOCATED HORIZONTALLY I TYPE IIA-A 4'RAISED PAVEMENT MARKER PER CFW D642 3' FROM BACK OF CURB. O HN)" JO TYPE II-A-A4' RAISED PAVEMENT MARKER (Y)-PER CFW DG42 �a 0 O LANE LEGEND ARROW (W)-PER CFW D645 Is e © LANE LEGENDWORD(W)-PERCFWD644 O RAILROAD CROSSING MARKINGS -PER CFW Od48 I DAT[ aPP ev xE I6IDxs g �—PR P-1 N OXKdO]ue CPN NO 100148 U D w A Y SEWED RBASE MAP N20]2-080 22M g23JN0 U CITY OF FORT WORTH, TEXAS rc TRANSPORTATION AND PUBLIC WORKS DEPT. Y ARTERIAL ROADWAY IMPROVEMENTS N z KELLER HICKS ROAD w (FROM LAUREN WAY TO US 377) > O KELLER HICKS ROAD a PAVEMENT MARKINGS AND SIGNAGE PLAN I—A To I��` Q ILJj�•/ m 2FORT WITH, ST,SUITE 460 Q FORT W817)BaEXAS 76797 My�Tpm�H (677)6775577 y W p;re KF3078 86 0 NOTE SEE SHEET 86 FOR KATY ROAD PAVEMENT MARKINGS KATY ROAD — O� v _{ O 23 STA 10+16 STA 11+28 e,rk ,,, Ra-e IN ONLY Ra-a 0 N LY a. ,B K �I H�K�0 Nr� Ie � I I I tltl I I 0 25 26 T STA 8+95 MOUNTTO R- SIGNAL POLE RS-3 30 WARNING TO CONTRACTOR xE ro LF vsxiw,xssxncr wxsmounw oro E. IIE mESNSresxseuixRCYlE.IE.EFucrwrtx u I AIIT Pr -non ossx5riws Sm 00 SPEED T LIMIT 2-, ecmw 30 I LLarxExF rEs ss /® I GENERAL NOT. S: c STA 5+84 / I.0 nNn xE 'wLasvucc.. 1— T. vs —\� ��C xn�.LLOG.rOxsxx�xowx W STA 7-30� ,. IJ UPRR NOTE: FO+■ • CALL BEFORE YOU DIG \.." __...__� ..........�..� .��.��.� .........0 1-500-336-9193 y^\ J O K <nnBFgo I 21 PjofB STA 6+10g; I R3-8 �m ONLY I O92 -- -,� 0 40 BD 120 — — �I op GRAPHIC SCALE IN FEET 1'=40' 22'z34')) 0�z 1' = 80' 111"z1T) SGNPLANLEGEND e�z3rzozz 2i) SIGN NUMBER St f PROPOSED SIGN �yL 1 EKISTNG SIGN [¢y...PAULJ. PADILLA S Y, . ""K �O !�w 1I, .CENS'N NOTES: 6 1. IF SIGN IS LOCATED OUTSIDE OF SIDEWALK, SIGN SHALL BE LOCATED HORIZONTALLY A MINIMUM OF 11- BACK OF CURB 2. IF SIGN IS LOCATED BETWEEN SIDEWALK AND CURB, SIGN SHALL BE LOCATED HORIZONTALLY 3- FROM BACK OF CURB -- -- --- --14+ -- PA VEMENTMARK/NGSLEGEND I Rsvlsloxs g �TPWPR R PROJTK3N 0 1 CPN NO 100148 KATY ROAD O CONTRAST CROSSWALK - PER CFW D-642 u K � N \o/ 24"STOP BAR(W) - PER CFW D643 WATER 655E MAP Na 2872i80 MAPSCO NO Y C WSOUDLANE LINE (Y)-PERCFWD642 I SEWERB.E MAP ND 28T2480 22M 823J U .........E .r................��.....��.��.............. D 6"SKIP LINE (Y)- PER CFW D642 CITY OF FORT WORTH, TEXAS rc LE ' DOUBLE SOLD LINE ) - PER CFWD842I ITRANSPORTATION AND PUBLIC WORKS DEPT. 8 ! 18"SOILD HATCH LINE(Y)-PERCFWD642 IT G 8' SOLID EDGE LINE FW ! (W)-PER CD642 ARTERIAL ROADWAY IMPROVEMENTS F . ! , 8- SOLID LANE LINE(W) - PER CFN 0642 W ! KELLER HICKS ROAD O TYPE II -A -A 4" RAISED PAVEMENT MARKER (W)- PER CFW D642 (FROM LAUREN WAY TO US 377) > O TYPE II -A -A 4" RAISED PAVEMENT MARKER (Y)- PER CFW D642 Q LANE LEGEND ARROW (W)-PER CFW D845 KATY ROAD d © LANE LEGEND WORD (W)-PER CFW 0644 PAVEMENT MARKINGS & SIGNAGE PLAN O RAILROAD CROSSING MARKINGS PER CFW D-846 III^IIII\\I�V/``)) Q I__I'�■ TBPE Reg71F357 3 2827 WEST TTH ST, SUITE 400 Q FORT WORTH, TEXAS 76107 K ry.�•TA.T • (817)8775571 p; KF3078 87 0 REQUEST FOR INFORMATION REPORT (RFI) Keller Hicks - Lauren Way to US 377 Andrew Marquez Project Manager 18" HDPE Storm Drain 7 7.2 PRIME CONTRACTOR 60585 I McMahon Contracting, LP McMahon Contracting 1 817-908-2704 1 1 /12/24 NO CHANGE i NO CHANGE INCREASE IN COST $ 4,930.20 INCREASE IN TIME DECREASE IN COST DECREASE IN TIME # of Days = # of Days = How would you like to handle the drainage and the grading at the end of Retaining Wall C on the Keller Portion of the project. We recommend to place an inlet or provide riprap to protect the runoff. MitchAiton I Sr Professional Engineer 682-715-9424 11/12/24 1 11/26/24 The engineer and City of Keller would like to install another 3x3 Inlet with 18" HDPE connecting into the existing 18" Storm Drain on North side of road. Also recommending to extend the wall. Please proceed a price for 18" HDPE. The proposed price for the 18" HDPE Storm Drain is $109.56 / LF. The proposed price for 18" RCP Storm Drain on this project is No Schedule Impact $109.56 / LF. Staff deems the proposed prices reasonable. STA 0-00 SD LINE "A -1" = N O WALL PAV STA.3702i 2268' LT RETAINING SD L B CONNECT 18" CMP OR HDP — — — TO EX GRATEATE INLET PROP. LINE "A" TOP = 71515 _ EX 6" KELLER SS FL=71232 II SCALE: 1" = 3lfi8�c TCE d '---MP____ 18"CMP ------------------------------_ ROW •__�_+____-__: __ •__�_ --- "- _-. _ New 18" HDPE � - KELLE, ICKS ROACH 1`3+00 I Storm Drain O PROP. B"WL"C" I 4 1,i EDGE OF PAVEMENT PROP. SD 1,0E "A" ,� i y I KELLER HICKS RD. - �-- Rio- —— 7 _ _ RIVEWA TCE---- ROW L� PROP. RETAINING WALL "C" — — , 3 EDGE V EX.ME PARKING STA STA 1 7 SD LINE "A -'I" M= TW-7 2 J PAV STA 13+g3.18, 21.56' RT \- LOT PAVEMENT i0 O CONST TXT GRATE INLET TW=716.7 OLD CASTLE 3636-CB-DIC OR EQUAL i Oar �I TOP = 714.54 �+ n I FL=712.54 \ 730 730 — a5w fcP _d Z °Z ZF`n aw �n .�z� a aO 720 ��°` N�~` 720 PROP. KELLER HICKS ROAD PAVING PROP. RETAINING — //' T _-[_-___--'--- WALL ��C�� EX. GRADE - rl h45 LF 18"RCP @0.50% 710 7 710 PROP. 8" WL TOP = 707.3 I I I �Am 0+00 1+00 PROPOSED M gUATEM 2821 WEST 7TH ST. STORM DRAIN LINE "A-111 SUITE 400 TE XAS 76107 ARTERIAL ROADWAY IMPROVEMENTS 817 8EXA1 T P 12Reg #F351 730 730 NY o� N 720 FINISH GRADE AT WALL 720 ACE ONSTREET SIDE W=7167 PGL KELLER HICKS _ — _ L ----- --- TW=713.16 ------ \ `NG AT WALL FACE 710 710 10.51 Wall Extension 700 1 1 1 700 1+00 2+00 3+00 IAm PROPOSED •mUmrn'�'aEan 2821 WEST 7TH ST. RETAINING WALL"C" EXTENSION SUITE 400 FORT WORTH, TEXAS 76107 ARTERIAL ROADWAY IMPROVEMENTS 1877-5571 T8P7Reg #F351 FORT WORTH. Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: Keller Hicks CA #7 M&C: N/A CPN: 100146 CSO: 60585 Date: 12/3/2024 To: Name 1. Jessica Rodriguez 2. Mitch Aiton 3. Andrew Marquez 4. Curtis Hollingsworth - Inspector 5. Raul Lopez 6. Lissette Acevedo 7. Patricia Wadsack 8. Lauren Prieur 9. Doug Black 10. Jesica McEachern 11. Jannette Goodall 12. TPW Contracts Department Initials TPW - Review TPW - Signature M� McMahon - Signature AM aM TPW - Signature „ TPW - Signature TPW — Signature TPW — Signature PL'W' TPW — Signature ,9F, Legal — Signature D-B.QL CMO — Signature OP JM CSO - Signature TG DOC#: N/A Date Out Dec 4, 2024 Dec 4, 2024 Dec 4, 2024 Dec 4, 2024 Dec 8, 2024 Dec 11, 2024 Dec 11, 2024 Dec 12, 2024 Dec 13, 2024 Dec 15, 2024 Dec 16, 2024 CC: Program Manager, Sr. CPO, TPW BSPAP Recon Team, TPW Records Room, TPW Contracts 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: DYES ®No RUSH: DYES ®No SAME DAY: DYES ®No NEXT DAY: DYES ®No ROUTING TO CSO: ®YES ❑No Action Required: ❑ Attach Signature, Initial and Notary Tabs ❑ As Requested ® For Your Information ® Signature/Routing and or Recording ® Comment ❑ File Return To: Please notify TPWContracts(afortworthtexas.gov for pickup when complete. Call ext. 7233 or ext. 8363 with questions. Thank you!