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Contract 59041-AR4
FORT WORTH: Project Name (Cromwell Marine Creek Road Widening Improvements Project #(s) 101012 Description Cromwell Marine Creek Road widening from 2 lanes to 4lanes Creek Parkway and modifications to the roundabout at Marine Contractor Sundt Construction, Inc. City Project Mgr. I Alejandra Ayala NO. ITEM DESCRIPTION Nri Qty UNIT PRICE City of Fort Worth Owner's Allowance Request divided roadway between Creek Parkway City Inspector Dennis Revised Orlglnal GMP COst $120,000.00 $35,935.20 $72,611.52 $54,050.00 $43,240.00 $55,595.37 $193,955.30 $142,950.74 $3,838.77 $3,230.97 $34,810.95 $1,107,600.56 $3,653,395.67 $1,662,804.47 $7,044,662.90 $2,678,330.17 $1,746,982.20 $8,791,126.25 $3,564,831.24 $863.286.07 $422,095.66 $2,723,084.47 $4,782,448.17 $1.512.258.00 $261,272.19 $219,904.08 $2,359,459.72 $0.00 $ $852,379.67 $ Boat Club Road Rodgers GNP Invoiced TMaI $120,000.00 $35,935.20 $72,611.52 $54,050.00 $43,240.00 $55,595.37 $193,955.30 $142,950.74 $3,838.77 $3,230.97 $34,810.95 $1,107,600.56 $3,653,395.67 $1,875,852.06 $7,355,023.76 $2,598,049.72 $1,746,982.20 $9,054,628.36 $3,564,831.24 $863,286.07 $422,095.66 $2,771,404.81 $4,842,657.83 $807,336.07 $261,982.12 $220,502.09 $2,365,873.62 259,984.14 474,435.51 to Marine RFI 13 - Crane RFI School Driveway Drainage and Drainage Tie -In $ $ $ $ $ $ $ $ $ $ $ $ W $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 108,448.68 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 698.41 $ $ 588.30 $ $ 6,309.78 $ $ $ (116,045.17) $ CSC No. 59041-AR4 59041 06.16.2025 004 17 - Storm Revised GMP Line A Invoiced Total to 9x5 NBC $ 120,000.00 $ 35,935.20 $ 72,611.52 $ 54,050.00 $ 43,240.00 $ 55,595.37 $ 193,955.30 $ 142,950.74 $ 3,838.77 $ 3,230.97 $ 34,810.95 $ 1,107,600.56� $ 3,653,395.67 65,572.471$ 1,941,424.531 70,186.241 $ 7,533,658.68 $ 2,598,049.72 $ 1,746,982A $ 9,054,628M $ 3,564,831.24 $ 863,286.07 $ 422,095.66 $ 2,771,404.81 $ 4,842,657.83 $ 807,336.07 874.291 $ 263,554.82 736.45 1 $ 221,826.84 7,898.741 $ 2,380,082.14 1 1 $ 259,984.14 (145,268.19)1 $ 213,122.15 Preconstruction Phase LF 1 $120,000.00 Early Work Package No.1 EWP1.1 SWPP-Silt Fence LF 8280 $4.34 EWP1.2 Site Clearing AC 8 $9,076.44 EWP1.3 ROW Temp Fencing Crane/Ha co LF 4600 $11.75 EWP1.4 ROW Temp Fencing East End LF 1 3680 $11.75 EWP1.5 Established Control LS 1 1 $55,595.37 EWP1.6 OfficeNard Setup LS 1 $193,955.30 Reduced General Conditions MO 2 $ 71,475.37 Insurance Liability & BR LS 1 $ 3,838.77 Bonds LS 1 $ 3,230.97 Fee % 0.0575 $ 605,407.87 EWP2.1 WP1-CMAR&General Work Items Mc 1 $1,107,600.56 EWP2.2 WP2 - Removals, Earthwork, Subgrade (BV) Ls 1 $3,653,395.67 EWP2.3 WP3-Underground Water &WW(Venus)(LB) Ls 1 $1,662,804.47 EWP2.4 WP4 - Underground Storm (Sundt) Ls 1 $7,044,662.90 GMP1.1 WP5 - Ratwork (Urban)(BV) Ls 1 $2,678,330.1 EWP2.5 WP6- Traffic Control (LB) Ls 1 $1,746,982.20 GMP1.2 WP7- Concrete Paving (Sundt)(BV) Ls 1 $8,791,126.25 GMP1.3 WP8 - Illumination & Signals (Durable)(BV) Ls 1 $3,564,831.24 EWP2.6 WP3 Erosion Control/Sodding (LB) Ls 1 $863,286.07 GMP1.4 WP10 - Striping (Traffic Highway Maint) (LB) Ls 1 $422,095.66 FEWP2.7WP1 1- Structures (BV) Ls 1 $2,723,084.47 General Conditions Mc 1.0 $4,782,448.17 CMAR Contingency Ls 1 $1,512,258.00 Insurance Ls 1 $261,272.19 Sundt Performance & Payment Bond Ls 1 $219,904.08 5.75% Fee Ls 1 $2,359,459.72 UtilityDel ay #REF! 1 $259,984.14 Owners Allowance Ls 1 $852,379.67 Grand Total $ 45 006140.31 $ 45 006140.31 • $ $ $ 45 006140.31 CMAR Construction Allowance Request Page 1 of 2 858 Contract Time 0 858 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Project Name Cromwell Marine Creek Road Widening Improvements Project N(s) 101012 Cromwell Marine Creek Road widening from 2 lanes to 41anes divided roadway between Boat Club Road to Marine Description Creek Parkwav and modifications to the roundabout at Marine Creek Parkwav Contractor ISundt Construction, Inc. City Project Mgr. Alejandra Ayala City Inspector Dennis Rodgers 59041 06.16.2025 004 FOR CONSTRUCTION ALLOWANCE IN ACCORDANCE WITH THIS CONSTRUCTION ALLOWANCE REQUEST, THE CONTRACT SHALL: Furnish all labor and material as per attached proposed Construction Allowance Request (with attachments): AR-004- Sundt is submitting Allowance Request AR-004 to address CFW response to RFI-13 & RFI 17. RFI-013 resulted in post-GMP changes to the plans by adding scopes, including Storm Drainage, SETS, Pipe Runners, Rip Rap Channel, Drop Inlet and tieing all into the 9x5 BMC. These conflicting scopes were not shown on the GIMP drawings, nor the plan change drawings from August, 2024. The costs included for these new scopes are net of the credits due back to the CFW for scopes no longer required. RFI-017 addresses new storm drainage lines conflicts in grades with existing sanitary sewer lines. To address these conflicts new scopes had to be added to the plans, including new Box Culverts, thicker RCP Pipe, collars and Split Casings filled with Grout. As in RFI 13, costs included for these new scopes are net of the credits due back to CFW for scopes no longer needed. 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. Contractor's Company Name Contractor's Name Contractor Signature IDate Sundt Construction, Inc. Tammam Nashad _ _ 51161202! Project Inspector - Dennis Rodgers I Date 1113roject Manager - Alejandra Ayala Assistant City Manager IDate j 07/30/25 ly—07/29/25 1 08/18/25 Dalalff- 08/21/25 Douglas Black (Aug 21, 2025 09:59:02 COT) Douglas Black, Assistant City Attorney Date ooa9FOgT�� 0000 h-ad a� pdo ATTEST: A s c°nn Qezasa49 08/21/25 Jannette Goodall, City Secretary Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX CMAR Construction Allowance Request Page 2 of 2 SUNDT June 16, 2025 Alejandra Ayala, P.E., Project Manager Transportation and Public Works Department 200 Texas Street Fort Worth, TX 76102 Reference Cromwell Marine Creek CMAR 101012 Subject: City of Fort Worth Allowance Request- AR008-RFI 013 and RFI 017 Dear Ms. Ayala, At your request, Sundt is resubmitting the Allowance Request (AR-008) to address CFW response to RFI 013 & RFI 017. Following is a brief explanation of these two items. RFI 013 — RFI-013 resulted in post-GMP changes to the plans by adding scopes, including Storm Drainage, SETS, Pipe Runners, Rip Rap Channel, Drop Inlet and tieing all into the 9x5 BMC. These conflicting scopes were not shown on the GMP drawings, nor the plan change drawings from August, 2024. The costs included for these new scopes are net of the credits due back to the CFW for scopes no longer required. RFI 017 - Addresses new storm drainage lines conflicts in grades with existing sanitary sewer lines. To address these conflicts new scopes had to be added to the plans, including new Box Culverts, thicker RCP Pipe, collars and Split Casings filled with Grout. As in RFI 13, costs included for these new scopes are net of the credits due back to CFW for scopes no longer needed. We are available to meet and discuss this pricing at your earliest convenience. Should you have any questions or require further clarification, please do not hesitate to contact me. Respectfully, Tammam Nashad / Project Manager Sundt Construction — 8445 Freeport Pkwy Ste 240, Irving, TX 75063 Cromwell Marine Creek -Plan Set Changes -RFI 013 Description WP4-Existing Scopes Qty UoM Total 2%Bond Texture Total 5 of 24 New Scope- Storm Drain Plan SD-P $ Rock Riprap 60.9 SY $ 186.70 $ 11,370.03 $ 11,370.03 4'x2' RCB $ - Safety End treatments (SETB-PD) $ - Pipe Runners (Inlcuded in SET price) $ - Drop Inlet 6'x6' $ - Concrete Riprap (DI Apron) $ - Concrete Curbwall $ - Concrete Riprap (Channel) $ - 0 0 $ - $ 11,370.03 $ - $ - $ 11,370.03 Subs Slip 1.80% CMAR Fee 5.75% Self Perform Total ILL 11,370.03 WP4-New Scope Qty UOM UC Package Total 84 LF $ 531.14 $ 44,615.76 $ 2 EA $ 6,250.00 $ 12,500.00 $ 2 EA $ - $ - $ 1 EA $ 14,244.35 $ 14,244.35 $ 2.45 CY 820 $ 2,009.00 $ 30 SF 70 $ 2,100.00 $ 10.3 CY 820 $ 8,446.00 $ New Scope SP Marg/Cont Self Perform SubTotal Self Perform Total ISub WP Total SP+Sub SubTotal Insurance 0.644% I Bond 0.539 % I CMAR Fee 5.75% Total (Total 2% 0.22% Sub Bond Textura Total - $ 44,615.76 250.00 $ 30.36 $ 12,750.00 - $ - $ 14,244.35 40.18 $ 4.88 $ 2,049.18 42.00 $ 5.10 $ 2,142.00 168.92 $ 20.52 $ 8,614.92 $ 84,416.21 $ 84,416.21 15% $ 12,662.43 Is 97,078.64 Is 11,370.03 1 I Is - $ 108,448.68 $ 698.41 $ 588.30 $ 6,309.79 Is 116,045.17 Cromwell Marine Creek -Plan Set Changes - RFI 017 Elec/Plan Description WP4-Self Perform -Existing Scopes WP4- Self Perform New Scope Qty UoM UC al 2%Bond Texture L.E@MjWgW Qty UoM UC Package Total Indirect Total S of 24 S. Side 4'x4'J Box 2 EA $ 9,200.00 $ 18,400.00 $ - $ - $ 18,400.00 0 - - - - - 30" RCP CL III 287 LF $ 257.00 $ 73,759.00 $ - $ - $ 73,759.00 0 - - - - - 36" RCP CL III 10 LF $ 225.00 $ 2,250.00 $ - $ - $ 2,250.00 0 - - - - - 36"RCP Cl III -383 LF $ 225.00 $ (861175.00) $ - $ - $ (86,175.00) 0 - - - - - 3'x2' RCB CL IV 0 - - - - - $ - 40 LF $ 520.52 $ 20,820.80 $ - $ 20,820.80 30" RCP CL IV 0 - - - - - $ - 48 LF $ 261.24 $ 12,539.52 $ - $ 12,539.52 30" Collars (Included in pipe price) 0 - - - - - $ - 2 EA $ - $ - $ - $ - 3'x2' RCB Collars (Inclluded in pipe price) 0 - - - - - $ - 2 EA $ - $ - $ - $ - 36" Coliar (included in pipe price) 0 - - - - - $ - (add 2-delete 2) EA $ - $ $ - S 36"Connection Time 0 - - - - - $ - 5 CH $ 850.20 $ 4,251.00 $ - $ 4,251.00 N. Side 4'x4'1-Box 1 EA $ 9,200.00 $ 9,200.00 1 $ $ $ 9,200.00 21" RCP Cl III -48 LF $ 195.00 1 $ (9,360.00) $ - $ - $ (9,360.00) 0 LF 21" RCP CL IV 0 - - - - - $ - 48 LF 253.09 $ 12,148.32 $ - $ 12,148.32 21" Collars (Included in pipe price) 0 - - - - - $ - 2 EA 21" Connection Time 0 - - - - - $ - 5 CH 850.2 $ 4,251.00 $ - $ 4,251.00 0 0 $ - $ 8,074.00 $ - $ - $ 8,074.00 $ 54,010.64 New Scope $ 54,010.64 Subs Slip 1.80% $ - SP Marg/Cont 15% $ 8,101.60 CHAR Fee 5.75% Self Perform SubTotal II $ 62,112.24 Self -Perform WP Total I $ 8,074.00 I Self -Perform WP IF$-- 8,074.00 11 Sub WP I $ 65,572.47 SP+Sub SubTotal $ 135,758.71 Insurance 0.644% $ 874.29 Bond 0.539% $ 738.45 2% 0.22% CMAR Fee 5.75% $ 7,898.74 11 Total Total II $ 145,268.19 5 of 24 S. Sltle 42"'Split Casing Pipe 40 LF $ 1,250.00 $ 50,000.00 $ 1,000.00 $ 121.46 $ 51,121.46 Grout for 42"Split Casing 1 LS $ 13,000.00 $ 13,000.00 $ 260.00 $ 31.58 $ 13,291.58 0 0 $ - $ 63,000.00 $ 1,260.00 $ 153.04 $ 64,413.04 Subs Slip 1.80% $ 1,159.43 CHAR Fee 5.75% Sub WP Total I $ 65,572.47 w/o Cmar fee, bond & Ins Request For Information SUNDT RFI Reference No: SUNDT-RFI-000005 Status: CLOSED -OUT For Action: Alejandra Ayala, PE, City of Fort Worth - Transportation and Public Works Department Christopher Vizcarra, Sundt [Role: SUNDT RFI RESPONDER] Jaz Mwiseneza, Sundt [Role: SUNDT RFI RESPONDER] Joel Holcomb, Sundt [Role: SUNDT RFI RESPONDER] Tammam Nashad, Sundt [Role: SUNDT RFI RESPONDER] Project: Cromwell Marine Creek Road Widening Improvements Subject: Unmarked concrete pipe, fence & tree removal at Bowman Roberts Additional information is needing regarding removals at Bowman Roberts. Please provide clarification for the items listed below: a. Two sections of concrete pipe not marked on the plans near station 13+25, coming from the crane school and continuing under Bowman Roberts with no outlet that could be found. Please advise on if these can be removed to construct the temporary detour and driveway for the crane school. b. The removal sheets indicate that fencing on Bowman Roberts should be removed in order to construct the temporary detour. This fencing is also entangled with trees. In order to construct the temporary detour, the trees in addition to the fencing will need to be removed. Please confirm it is acceptable to remove the trees in addition to the fencing that has been identified. Plan sheets and photos of the area have been attached for your review. Attachments: Plan sheets.pdf IMG_4134.jpg IMG_4135.jpg IMG_4136.jpg IMG_4137.jpg IMG_4138.jpg IMG_4139.jpg Proposed Solution : Response Due 28 June 2024 Priority By: Discipline : ADM - Administration Area Estimated Cost Impact: Document Reference: RFI by: Christopher Vizcarra, Sundt Created By: Christopher Vizcarra, Sundt Last Edited By: Joel Holcomb, Sundt 01 - RFI Response NORMAL - Normal Co -Author Number: System Estimated Time Impact (Days): On: 25 June 2024 On: 10 June 2024, 11:02:55 AM -6:00 On: 25 June 2024, 09:06:27 AM -6:00 A. Storm Drain with Temporary Pavement 1.) Remove a 4 LF segment of existing 24" RCP to allow temporary ditch to drain. Grade ditch 4:1 cross slope. B. NORTH Storm Drain with Permanent Driveway and Pavement: 1.) Install 8 LF of 24" RCP and backfill temporary ditch. 2.) Install 4'x4' junction box. Connect to existing 24" RCP. Install 8 LF to connect to existing 24" RCP. 3.) Install 5'x5' junction box on existing 36" RCP. Install total of 16 LF of 36" RCP (8 LF of 36" RCP on each side of drop inlet) to connect to existing 36" RCP. C.) SOUTH Storm Drain with Permanent Driveway and Pavement: 1.) Install 4'x4' drop inlet with grate. 2.) Install 5'x5' drop inlet with grate. 3.) Install total of 16LF of 36" RCP (8 LF of 36" RCP on each side of drop inlet) to connect to existing 36" RCP) Attachments: RFI-S-Unmarked RCP, Fence Removal, ROW_Response.pdf RFI Response by: On: 23 July 2024 On: 25 June 2024, 09:03:34 AM -6:00 On: 23 July 2024, 07:40:22 AM -6:00 Joel Holcomb, Sundt Created By: Joel Holcomb, Sundt Last Edited By: Joel Holcomb, Sundt It Builder 101012 - Cromwell Marine Creek (Boat Club Rd - Marine Creek) 18 RFI:#s Subject: Unmarked concrete pipe, fence & tree removal at Bowman Roberts Creator: Holcomb, Joel Date Created: 06.25.2024 10:06AM Process Date Due: 07.16.2024 Open: No Accepted By: Current Step: Finish Status: Completed Date Due: Comments Comment By: Dennis Ingram, Burns & McDonnell 7/19/2024 6:56:54 PM See proposed storm drain adjustments for temporary and permanent pavement refer to 071924 RFI-5. Comment By: Dennis Ingram, Burns & McDonnell 7/19/2024 6:54:12 PM A document was attached Comment 7/12/202410:53:46 AM Please respond. Comment 7/10/2024 8:41:00 AM By: Alejandra Ayala, Fort Worth TPW By: Dennis Ingram, Burns & McDonnell 1.) The exist. pipe must remain to accommodate drainage from the crane school. BMcD will evaluate and provide detail for temp. detour to maintain drainage, as needed. 2.) It is acceptable to remove the trees and fence along Bowman Roberts Rd within the proposed ROW and proposed construction easement of the International Order of Operating 18 RFI 101012 - Cromwell Marine Creek (Boat Club Rd - Marine Creek) 7:41:14 AM, 7/24/2024 Engineers under provisions of Site Clarence (31 10 00). The fence must be removed, and temp. fence installed in coordination with the CoFW and property owner to maintain property perimeter security. Comment By: Alejandra Ayala, Fort Worth TPW 6/25/2024 3:58:28 PM Please review and comment. Request For Information 0 SUNDT RFI Reference No: SUNDT-RFI-000005 Status: OUTSTANDING For Action: Alejandra Ayala, PE, City of Fort Worth - Transportation and Public Works Department Christopher Vizcarra, Sundt [Role: SUNDT RFI RESPONDER] Jaz Mwiseneza, Sundt [Role: SUNDT RFI RESPONDER] Joel Holcomb, Sundt [Role: SUNDT RFI RESPONDER] Tammam Nashad, Sundt [Role: SUNDT RFI RESPONDER] Project: Cromwell Marine Creek Road Widening Improvements Subject: Unmarked concrete pipe, fence & tree removal at Bowman Roberts Additional information is needing regarding removals at Bowman Roberts. Please provide clarification for the items listed below: a. Two sections of concrete pipe not marked on the plans near station 13+25, coming from the crane school and continuing under Bowman Roberts with no outlet that could be found. Please advise on if these can be removed to construct the temporary detour and driveway for the crane school. - The exist. pipe must remain to accommodate drainage from the crane school. BN9cD will evaluate and provide detail, if needed, for temp. detour. b. The removal sheets indicate that fencing on Bowman Roberts should be removed in order to construct the temporary detour. This fencing is also entangled with trees. In order to construct the temporary detour, the trees in addition to the fencing will need to be removed. Please confirm it is acceptable to remove the trees in addition to the fencing that has been identified. A. Storm Drain with Temporary Pavement 1.) Remove a 4 LF segment of existing 24" RCP to allow temporary ditch to drain. Grade ditch 4:1 cross slope. B. NORTH Storm Drain with Permanent Driveway and Pavement: 1.) Install 8 LF of 24" RCP and backfill temporary ditch. 2.) Install 4'x4' junction box. Connect to existing 24" RCP. Install 8 LF to connect to existing 24" RCP. 3.) Install 5'x5' junction box on existing 36" RCP. Install total of 16 LF of 36" RCP (8 LF of 36" RCP on each side of drop inlet) to connect to existing 36" RCP. IMG 4139.ioq C. SOUTH Storm Drain with Permanent Driveway and Pavement: 1.) Install 4'x4' drop inlet with grate. 2.) Install 5'x5' drop inlet with grate. 3.) Install total of 16 LF of 36" RCP (8 LF of 36" RCP on each side of drop inlet) to connect to existing 36" RCP VI*I11JIIIIO . P IJI-I - f Ul I III ODII CILw1 I cc . Estimated Cost Impact: Document Reference: RFI by: Christopher Vizcarra, Sundt Created By: Christopher Vizcarra, Sundt Last Edited By: Joel Holcomb, Sundt 01 - RFI Response RFI Response by: Joel Holcomb, Sundt Created By: Joel Holcomb, Sundt Last Edited By: Joel Holcomb, Sundt QIy*«III . Estimated Time Impact (Days): On: 25 June 2024 On: 10 June 2024, 11:02:55 AM -6:00 On: 25 June 2024, 09:06:27 AM -6:00 On: 25 June 2024 On: 25 June 2024, 09:03:34 AM -6:00 On: 25 June 2024, 09:03:34 AM -6:00 o h END aeo' RDAD WDRK G20-2 NORTH OF WORK ZONE =t: __-� �_ —0- _-_ ____ ADVANCED WARNING SIGNS SEE BELOW O 2 ROAD RIGHT BEGIN WORK 300 SHOULDER 450 WORK AHEAD CLOSED 21-5AR ZONE w2°-' 25 G20-9TP MPH .,UP Storm Drain with Temporary Pavement ILE T-BARRIER BOWMAN ROBERTS RD Q BOWMAN 7+00 5+00 TEMPORARY CONSTRUCTION EASEMENT 24" RCP under Bowman Roberts Road connect to existing 36" SD located on the east side of Bowman Roberts Road. TEMPO RY CONSTRUCT �EASEM T -LPTB-22 NEND TRE C BOMASTA ATMENT 1O� 14.84 .1:O......_.._.._.._.._.._`� .` . ..............::�r ....................... BOWMAN ROBERTS RD 54- D Existing 24" SO Under Bowman Roberts Road. Collec drainage from 24" SD from Crane School and drainagets from low point in Bowman Roberts western ditch line. At station 12+33 +/- Existing 36" SD (From Stone Creek Ranch Subdivision) 2 O l'J BEGIN LEFT ROAD WORK 450 SHOULDER 300' WORK ZONE CLOSED 21-SAL AHEAD G20-9TP ❑ C HAN NELIZING DEVICE 25 50 FT SPACING W13-1P W20-1 ❑ MPH -_ ❑ ADVANCED WARNING SIGNS SEE ABOVE 1 EX ROW so ----------------- }------------------/ _ 1 I "" \/ J\ i ..V ... ..,V E-WAY FLAGGER TCP AND CUT & _ ____________________ END ROADWORK 450' I.� R •__ ESTORE NSTALLATION REQUIRED FOR REQUIRED OF PROPOSED------- -- - _ --CONTR R TO CONSTRUCT TEMPORARY CONSTRUCTION EASEMENT G20-2 SOUTH OF WORK ZONE X ' MANHOLE TEMP UTILITY EASEMENT TEMPO TCH Existing 24" SD Outfalling from Crane Remove a 4 LF segment of existing 24" RCP to allow temporary ditch to drain. Grade ditch 4:1 cross slope. School Site to Bowman Roberts Road I west ditch line. Uncertain where upstream end of 24" is located. REVISIONS `g _z_ o ATE I oEscR[PTION Y n• ?0' 40 SCALE:`1" - 20' 11"x17" SCALE: I" = 40' 22"x34" SCALE: I" 20' LEGEND PERMANENT CONSTRUCTION THIS PHASE HIGH -EARLY PAVEMENT THIS PHASE PERMANENT DRAINAGE/CULVERT THIS PHASE TEMPORARY PAVEMENT THIS PHASE — COMPLETED PERMANENT PAVEMENT — COMPLETED TEMPORARY PAVEMENT JDA WK ZN PAV MRK REMOV IW) 4"(SLD) WK ZN PAV MRK REMOV (Y) 4"(SLD) WKZN PAV MRKREMOV (Y) 4"(BRK) WK ZN PAV MRK REMOV (Y) 4"(SLD)(DBL) WK ZN PAV MRK REMOV (W) 4"(BRK) WK ZN PAV MRK REMOV (W) 24"(SLD) EXISTING PAVEMENT MARKING (W) EXISTING PAVEMENT MARKING (Y) t— TRAFFIC DIRECTION • • CHANNEL DI NG DEVICES ■ ■ ■ VERTICAL PANELS LOW PROFILE CONC BARRIER I —I TYPE III BARRICADE — ---- PROPOSED ROW ------- EXISTING ROW -------- EASEMENT BOUNDARY NOTES: 1. ACCESS TO ALL COMMERICAL AND W RESIDENTIAL DRIVEWAYS MUST BE > MAINTAINED DURING CONSTRUCTION. 1jl 0 2. REFER TO ROADWAY, BRIDGE, G RETAINING WALL PAVEMENT MARKING & F SIGNNO, AND DRAINAGE PLANS FOR Q SPECIFIC DETAILS. U z a F- 14 1•owiii§NSi�'�"7" 11'4r'.<JCE1Rf0:. BRNS""'HDE` D NNMUSDONNELL E =�EEq� gF7AM F-.4E cm PAOJECT TW T -x_ WATER PRWECT -X-Z574 SEWER P/waIECT •X-ZIA4 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE a CREEK ROAD w w K U TRAFFIC CONTROL PLAN PHASE 1 STAGE 1 BOWMAN ROBERTS RD SHEET 6 OF 11 3 DESIGNED HMS HMS SCALE ATE SHEET O CHEcxED pqE SCALE- 1 "=20' 1-- 11 U Storm Drain with Permanent Driveway & Pavement Install 5'x5' junction box on existing 36" SOUTH DRAINAGE EASEMENT RCP. Install total of 16 LF of 36" RCP (8 LF .L N°' DE4 of RCP on each side of drop inlet) to�l " drop inlet with grate. Install total of 1 connect to on 36" RCP LF LF ofof 366" RCP (8 LF of 36" RCP on each side o :ed flume in set of plans /gRi@-E�No. drop inlet) to connect to existing 36" RCP TCEXv Install SOUTH 24" RCP •.........uu.....uuu 10. uuuuuuuuuuu.'u '( BOWMAN R BERTS RD �- ._._._._._._._. _ EDGE OF PAVEMENT 14+00 15- JT EXIST PAVEMENT Install 4'x4' drop inlet with grate Existing 24" SD Under Bowman Roberts Road to be removed NTERNAT ONAL ORDER OF OPERATING ENGINEERS LOCAL 178 AFL-CIO I NST. US202040614 NORTH C.R. T.C.T. Install 4'x4' junction box. Connect to existing 24" RCP. Install 8 LF to connect to existing 24" RCP. Existing 24" SD Outfalling from Crane School Site to Bowman Roberts Road c CMCR west ditch line. Uncertain where up- "+ stream end of 24" is located. o ti Tao o O_ o w OII w 77K Q T ..`ti2. Go -if- a > 77O - ............... ... ..... ................ ...... —...... L. —.—.—..— --- --------- :----------------- —. W I RT GUTTER (LINE z �EXIS``' ° CROMWEL- MARINE J �RO�JDING CREEK PIVEMENT = STA 11137.32 BOYMAN PGL zg 745 _______________--- ----- ---- --- ——___._------- ._ . _ _ ________.____________.-------------- I3- ---- __— -- '41H-30___.___ Q K 51 L �i tie" ----1-'-----------------' - 4 .. o d w d a y tin CD � f CD P R R74 75 -"• -___ - = POO O_ _ _.. .:�.._.._.. _.. _.. _.. ._.._.._.._ .._.._ _.._.I + :__ ___ _ ____ Ck BOW N'OH *i�� - -__ Q EX EDGE OF PQOP FACE H PAVEMENT OR CURB m z. 1 2+C 1 00 z - o lMM J- jIjII-� _ A _-_ - - -l-J __- _ _— Q.._II 1 PR'o RRow NORTH Install ._.-- -_.._- 7---_.._.ii, - 77 - Existing low 24 RCP +o point PROP DRAINAGE EASEMENT wj, PARCEL No. DEB 'PROP (4) 9'x5' CULVERTS PROP UTILITY EASEMENT P P ST UmII N NORTH UE2 P rMEN ELNo. 4 1 (Install 8 LF of 24" RCP and backfill temporary ditch. ) REVISIONS x os1/4 Po °Hl CE To PF°P-1 .1. 6 HORI2oNTAL f 0' _ 20' 40' SCALE: 1" = 20' 11"x17 SCALE: 1" = 40' 22"x34" SCALE: 1" = 20' g 36" SD (From Stone Ranch Subdivision) m EIID CONSTR IL9y.BOWM[jN STA 12-9�. 93 93� O t\_' ____.____ ----- __._-_ ___—_- ISTA 13+40 +/- '-Il Proposed 24" RCP Existing 24" SD ..... -.... ---------------- --------- to be removed [ ------- ------------------................ ------- (STA 12+50 +/- U Proposed 24" RCP r LEGEND O CONCRETE PAVEMENT O RAISED MEDIAN t- TRAFFIC DIRECTION ....... PROPOSED ROW -----__ EXISTING ROW -------- EASEMENT BOUNDARY PROPOSED RETAINING WALL TO REFER TO PI TABLE NOTES: 1. ALL STATION CALLOUTS AND DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. t 2. CONTRACTOR SHALL ADJUST ALL w EXISTING UTILITY BOXES AND SURFACE ] APPURTENANCES TO FINISHED GRADE. a a ----------------------7a.- 01I05Q4 1, ............................. ------------------ 7an— 4FW1:5 MY :W.pw 11 �BURNS"°E` MSDONNELL E'N�='EEATIN'EF7AM F-245 CR7 —ECT •IOA7I2 .................. .. 77.Q.- TM PROJECT •X-2B&9 WATER PROJECT-X-27574 SEWER PRIAECT •X-27574 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP ....______________ ___s50- CROMWELL MARINE o CREEK ROAD y w U ----------------- �5- ROADWAY PLAN &PROFILE BOWMAN ROBERTS RD STA 11+00.00 TO END SHEET 29 OF % 3 DESIGNEDsCE GATE SHEET O CHECKED DRI SCALE=1 =20 1I42024 1. U Request For Information 010 SUNDT RFI Reference No: SUNDT-RFI-000013 Status: CLOSED -OUT For Action: Alejandra Ayala, PE, City of Fort Worth - Transportation and Public Works Department Christopher Vizcarra, SUNDT [Role: SUNDT RFI RESPONDER] Jaz Mwiseneza, SUNDT [Role: SUNDT RFI RESPONDER] Joel Holcomb, SUNDT [Role: SUNDT RFI RESPONDER] Tammam Nashad, SUNDT [Role: SUNDT RFI RESPONDER] Project: Cromwell Marine Creek Road Widening Improvements Subject: Revision to RFI 005 - Unmarked Concrete Pipe, Fence & Tree Removal at Bowman Roberts RFI 005 - identifies several added storm drainage items (Junction Boxes, RCP, etc.). Please provide a drawing showing the added storm drainage pipes/boxes from RFI 005 including elevations. Attachments: RFI 013 - Revision to RFI 005-Unmarked Concrte Pipe, Fence & Tree Removal.pdf Proposed Solution : Response Due 03 September 2024 Priority By: Discipline: CIV - Civil Area Estimated Cost Impact: Document Reference: RFI by: Joel Holcomb, SUNDT Created By: Joel Holcomb, SUNDT Last Edited By: Joel Holcomb, SUNDT 01 - RFI Response NORMAL - Normal Co -Author Number: Estimated Time Impact (Days): System : On: 28 August 2024 On: 28 August 2024, 08:46:17 AM -7:00 On: 28 August 2024, 08:48:39 AM -7:00 Dennis Ingram, Burns & McDonnell 11.20.2024 11:02 AM Response to RFI includes updated drawings comprised of relocated driveway location, drainage/culvert design, and details Files Attached (1): RFI-13_Revised_Driveway and Drainage Design 20241119.pdf RFI-13_Revised_Driveway and Drainage Design 20241119.pdf (Version 1) Properties I Download I Redline Alejandra Ayala, Fort Worth TPW 11.11.2024 4:54 PM Please respond by tomorrow. Joel Holcomb, Sundt Construction, Inc. 11.11.2024 10:19 AM Sundt is awaiting final response and drawing(s). Dennis Ingram, Burns & McDonnell 10.29.2024 1:18 PM The revised drawing including finalized driveway, culvert design, and applicable cross-section sheets will be submitted by 11/7/24. Alejandra Ayala, Fort Worth TPW 10.28.2024 3:19 PM Please answer this RFI by tomorrow. Sundt is waiting on a response. Joel Holcomb, Sundt Construction, Inc. 10.28.2024 2:22 PM Sundt is awaiting final response and drawing(s). Alejandra Ayala, Fort Worth TPW 10.16.2024 3:02 PM Please provide response at your earliest convenience. Joel Holcomb, Sundt Construction, Inc. 10.16.2024 2:09 PM Please provide final response and drawings. Joel Holcomb, Sundt Construction, Inc. 10.16.2024 1:12 PM Please provide final combined response with new drawings showing the adjustment in both storm drainage and driveway location as well as any associated documents/scopes of work (Grading, Removals, Cross -Sections, etc.). Dennis Ingram, Burns & McDonnell 10.15.2024 12:11 PM 1. TXDOT Std SETB-PD is for round pipe. - Response to comment/question: SETB-PD is for box culvert not for round pipe. 2. I think you meant to use TXDOT std a. SETB-CD-20 for cross drainage protection, or b. SETB-CD-22 for parallel drainage protection - Response to comment/question: CD-SETB-22 Is the applicable detail. 3. If you want to stay with SETB-PD we will probably need to go to two barrel 36" runs (please specify cross or parallel drainage option) - Response to comment/question: The available depth under the driveway approach is not enough to accommodate 36" pipe 4. Please identify the standard to use for the concrete riprap, the concrete lined channel and the 6x6 drop inlet with riprap. - Response to comment/question: Use CFW STD D419 for lined concrete channel. CFW STD D408 for Drop Inlet and Spec 3137 00 for Riprap. 5. Please provide a scale for the drawing. (The stationing on the drawings do not equal the grid at the bottom or the 100' run of RCB - Response to comment/question: The scale is noted on the drawing. However, the exhibit is conceptual. A final plan will be provided when the concept is accepted by all parties. 6. Please revise the 100' run of pipe to 85' (assuming the grid at the bottom is correct. The length should not include the SETs.) - Response to comment/question: Correct. The length of culvert box is about 85'. The final plans will reflect the actual length. Files Attached (1): Driveway Culvert Details and Rip -Rap Spec.pdf Driveway Culvert Details and Rip -Rap Spec.pdf (Version 1) Properties I Download I Redline Dennis Ingram, Burns & McDonnell 09.19.2024 12:12 PM Provide a culvert (comprised of riprap, 100-ft of 4'x2' RCB, lined downstream channel, and drop inlet connection to the box culvert) under the driveway. Shift the driveway and north so that the culvert and driveway are contained with the ROW. Refer to drawing for details. Files Attached (1): CMCR - RRRD INT - SW CORNER DRAINAGE-091924.pdf CMCR - RRRD INT - SW CORNER DRAINAGE-091924.pdf (Version 1) Properties I Download I Redline Alejandra Ayala, Fort Worth TPW 08.28.2024 10:16 AM Please respond to RFI at your earliest convenience. Attachments: RFI-13_Revised_Driveway and Drainage Design 20241119.pdf BcMD Email Clarifications. pdf CMCR - RRRD INT - SW CORNER DRAINAGE-091924.pdf Driveway Culvert Details and Rip -Rap Spec.pdf RFI Response by: Created By: Last Edited By: Joel Holcomb, SUNDT Joel Holcomb, SUNDT Joel Holcomb, SUNDT On: 20 November 2024 On: 16 October 2024, 12:10:24 PM -7:00 On: 26 November 2024, 11:18:52 AM -7:00 i I I d ------------------------------------ w EMPORARY CONSTRUCTION EASEMENT iI d a Ck CELL TOWER TI CELL TOWER LOT �_.II ,I F PROPOSED ACCESS TO \ CELLTOWER--14�__, z CELL TOWER '\ TA 1+76.27 ----- ----------------------I TIE IN TO EXIST PAVE 11 ;I CELOL20W3ER9 STA 2 o 10 \`•P���---------�o'I 7i �1 o UTILITY UTILITY EASEMENT '� ,_-_ 7 EASEMENTS EXIST ROW \ •-- -- - 1+n_. EXIST ACCE S TOE _______________________ CELL TOWER - CROMWELL MARINE CREEK RD - \ �WVjW-\� VYV� CELL TJWER DRIVEWAY 2 140 STA = 0+2q.95 -_-__- Tom_{A----------- --- _ _-__ _ _ ______. .................................._-__..__ 8.00 -TIE IN TO EXIST PAVE,o C 735 LLTOWER STA --------------- _______._____ ._____ 0+22. 39-�_-__-_� iCEPGPPROWER 730 ' w r o, ____.____.__.__--------- - __________________ ____ ___-_-_-_-_____ _ _-___--__-_-__ _-_-__-_ __-_-__-. > > w w EX GROUND a } 725 -7- r STA ;= t+oe. 19 TIE; IN TO g 7p0 EL a 7z5. o1 TOR LOT a +g L = 121. 93 STA '1 +76. 27 �2 STA = 1 * i6.87 Re 5 i EL 723 62 a �4 L = 10.01) w w ; d J 710 0`3 m'n m'm x >< 5��� /\ /\ l\ /\ /\ /\ •i\ /\ J\ l\ /\ J\ l\0/\ l\ /\ l\ /\ J\ /\5/\ -A,/\ /\ l\ /\ jjjj - ) REVISIONS TEMPORARYJ<Grp o J '•` CONSTRUCTION "••_-, !P pi iosilalA._ °acvExar To rn0 IRTY'Io EASEMENT ' fJ PROP ROW .. _.. _.._. PROP ROW. I I " i.._.._.._.._.. _.. .. �. _.. _.. _.._°7 ocATEO IR111 Al se 1 _WY SB 1 STA1+48 7 xar NIIWPAN STA 12+1�.39�-� oaizoNTAL o' _ zn' 40' SA" 2 _ I\ 11 "xC17' LE: SC AL1E: 1"0' = 40' 22"x34" SCALE: 1" = 20' VERq ICAL e. SCALE 1" 4' i ,-Lo ___ _ _ _ _ \ x34' SCALE: 1 " = 6' - P^0� I 60' . NOTE A �N / 22'�x17'� SCALE: 1 " = q' / /\ PROP F6w-- D CURVE BOWMAN STA BEGIN CURVE 30' 12+55. 41 l CL BOWMAN STA OFFSET 13. 25' / 11+68.39 �� EDGE OF /\ LEGEND I)FFST 15. 00' DRIVEWAY \ O END CURVE _ 1 BOWMAN STA ) CONCRETE PAVEMENT 2 Q BOWMAN STA �I� 12+13. 39 OFFSET 15. 00' TEMPORARY-7R'I RAISED MEDIAN o_____ ___________-______- w OFFSET 45. 031 ____ K° u BEGIN CURVE fL BOWMAN STA t� TRAFFIC DIRECTION OFFSET 43.10' / - -- PROPOSED ROW CONSTRUCTION TIE IN TO EXIST % EXISTING ROW EASEMENT GROUND (GRAVEL LOT) \ - EASEMENT BOUNDARY (NOTE A DRWY_SB_l / PROPOSED RETAINING WALL INSTALL 60' OF CEMENT STA 1+80. 00 \ STABILIZED BACKFILL I /\ REFER TO PI TABLE O DRWY_SB_1 NOTE1. ALL STATION CALLOUTS AND `JJ DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL ADJUST ALL �o EXISTING UTILITY BOXES AND SURFACE _ APPURTENANCES TO FINISHED GRADE. \/ 3. REFER TO DRIVEWAY DETAIL FOR DRWY41SB_l ADDITIONAL INFORMATION REGARDING CONSTRUCTION. 785 -_-__----- ------- 780-____ ..__.. iisxl ah is s•I \ '::uoiiii �ni'r'iinAw"' -PROF �'�4� ) h��'9r.<lcE1REo:4 DRW�SB_l PGL - -MAT.H EDGE OF STA = 2+09. 79 PAVEMENT EL = 771.91 DRW!_SB_7 775 m L = 5.00 STA 2+33.97 STA 1 8 _-_ -__ ,i7.p�g s BW BURNS ""°EL STA = 2+28. 67 BOWMAN TIE N TO EX-�- EL 770. 38 STA 12-13.39 ATE 700 EROV D772 8 -3. 00 VMSDONNELL RF�Rw F-845 f + o. oo �- --_ -_�. B o0 G 0 770 8a CONCRET Am PROJECT _-X J ��� 1• I-2.0 _ PW PRaECT •,C-2B69 EX GRO J --- - yyATER PROJECT •X-9A4 EX GRO JND a "i1 SEWER PhWECT 'X-P15/4 - - 100 LF 4' X2' \ CITY OF FORT WORTH, TEXAS RCP a -V. / TOP EL _V. 769.21 PLACE 765 � TRANSPORTATION AND PUBLIC WORKS '� �: __---- CEMENT STABILIZEI 1------- \ r BACK F I_L INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP 760 > __------- CROMWELL MARINE CREEK ROAD 755 w o. .._. _. -. _ ..__... \ DRIVEWAY PROFILES ..-.- II ..-....._. .. .. SHEET 5 OF 5 x x r- ti ff � SO EEIGNEG HM115 -E ATE SHEET 1.50 2+00 2+50 fly HRS SCNLE=r=zo• 11I192026 207 CHECKED O I I .6N Sy eG' SD-A3 STA 1+76 Y1= SDA3 STA 2-72 = SD-A3 STA 3+30.00 Ill,emabonelOMer o, Opperahnaa Eng— BEGIN 4'X2'ROB END 4'X2'RCB INSTALL Local D2 2040 14 INSTALL INSTALL. 1-6'X6' DROP INLET? .- Ins1.k0202040814 ,-TxDOT4'X2' SETBFD 1-TxDOT 4'X2'SETB-PD WIMODIFIED APRON, C.R.T.C.T. Nfi.S. 4. 'N 69%664A0 PERDETAILON THISSHEET E 2301203 97 _ _ E 2301204.61-- - N 69957//22 - ROCK RIP RAP E 2301189.62 _- O'POP 0a00 7+00 4'X2' RCB IS .' GONG LINEDCHANNEL -------- ---- PER LFW D-019 ON 4 EX GROUNGD---,, 10 ROAD ---aL'1.y, 100 + —� VR WBEL DEPTH Cep -GONG. _ - - J LINED CA SECTION 'A' NOT TO SCALE 790 SD-P 780 -------------------------------------------------------- ------------------------------ -------- ------------------------- --------- ---------- EXPOSING NG CC1I iLVERT PROP GRADE ....... ............... .......__-_._--...--....--. --- LL-----._-_... .....__...___...--...---. LL .____ .____._ ___.____._____. ________ ___..----------- ---------- ____.------ _ 770 Y "---.............. .... -------------._--... .... INLETA�R N— @ 0.30%-- ------ -------------------------._---_.-.._..._---e-a11r--- ----------------------------- --------------------------- ----------------- ---- --- -------- ------------------------- -- ------ ------- a - --------------- --------------------NC LI--EDCHANNE-- --------------- ------------------ ---------------------------- -- }/} -�� ROCKRIPRAP CONC LINEDCHANNEL^ w 9a � RCPJ 760 0 9 s : ------- --------------- ------ --------------------- ----- -- --------------------------- ------- ----------------------- --------- ----- __ N 0+00 1+00 LL 2+00 LL 3+00 u_ — z — 0 40 80 120 ` GRAPHIC SCALE IN FEET 1 21 21 ___________________ _________ `6"CURB CONCRETE APRON AND INLET DETAIL PROFILE SCALES: ♦ NOT TO SCALE 11.=40'HORZ. 1'=4'VERT.♦p ............................... 7qn 11/i5124 -------_._------__------.._--.._-------..---.._._-----------------_.--.._- TM1e seal appearing on IM1is tlocumen, was aNM1oaretl by Raul M. -11,, P.E. No. 14411. Pheratbn of a sealetl tlocumern W— proper ratlficatlon .._....................._._--...--....--...--..._-.._--.._-.._--....--.....-...--.._._.-...--....--...---.._------...---...--.._- to the responslbk engineer Is en offense antler Me Texea Egmeenn9 P.—Acl -------_._--_._....................._-.._--.._-.._-----..-...--.._._.-...--....--...---.._-----....---...--.._- REV DACE ADDED CULVERT AND DETAIL __ __ __ _________________________________________ __--------- _.---------------------- ___ __ ____._____.____-- 7Rn Hill DPARevrAv --- -- --- - ---- -- ---- ------------- Hill PELOTON DRTWGR H,TX76,77 --- -- --- - ---- -- ---- -- ---- -- PRONE 666D �111 LAN..—TION, wMNo12xo7 ------................ —'---------........... -- CITY OF FORT WORTH TEXAS _............................. ---..----_---_............ .... _... ................ _- ------------ ---- ----- ---- ------------ --------- ------------------------ ----- ---- ---------------- -- TRANSPORTATION AND PUBLIC WORKS nn ---------.... .... ........ --------------------------- INFRASTRUCTURE DESIGN ------------------. .-------------------------- &CONSTRUCTION GROUP ------------------------------------- ----------------------------- ----- ---------------------- - -------- --- ---- ---- ------------ ------ ------------------- ---------------- -- CROMWELL MARINE o ------------------------------------------ ---------------- -- CREEK ROAD ------................ --_--------........... -- w -------------------- ----- ---------- -- u ------------ L U ------------------------------------------------------ 7Rn w STORM DRAIN PLAN & PROFILE Of K -------------------------------------------------------------------------- ------------- - ------------------"-------------------------- w DESIGNED R2 GALE 6+00 7+00 +O,nErzoza SHEET 304A d' ..HEruEn Tw U VE ORTWORT I DRy of DRT1TORTN,Tr¢` I —SEDwa 21 REINFORCED CONCRETE RIPRAP I` 313700-0419 rP~��`: �•••:iM856 No .� °`Fss �� xs J 11/i5124 sealappearing nlM1is tlocumeniwas aNM1ONetl by Raul M. Zavela, P.E. No. t44866. Pheratbn of a sealetl tlocument WiM1an proper ratlficatlon to the responslbk engineer Is en offense antler Me Texea E�gineerin9 PreCOce Acl REV DACE FDDEDDE TAIL ENG NEER: Hill PE LOTO N DPAR�A ��I�I bARD 77 SobuT. Ns -11iE rvoizzo 50 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN &CONSTRUCTION GROUP CROMWELL MARINE CREEK ROAD y w u L U W Z STORM DETAILS a DESIGNED NI CALE SHEET IDIAITE t,Vt024 3 ..NE19AruEn Tw U I Vtin Flnlsnee Ir (w grade "+I�rl T Barz l antl C -Spaced at Ib Nax }' y^ \l • u - - - �\ - //////---G faelust ear Irrations as --------- ---- - Y ne( Y to near cross pipe.) sslDre � b flmv u, 1 � IIM m _ .................. .......... . . . . . . . . m _ _ _ _y_ _ _ _ - - - - - -- - --- - _ _ __ D — YP Ya c r TYPICAL WINGWALL ELEVATION rcraaa prpea nM amwn roc nanly) s O U --------------------------- ----------- G , g Typ F h 1 yy p � -conferurtloh • tTrpl A� -1 � nro SECTION A -A rernlorg pipe rrunmrs l rmtsnown Ion s[larrty.l 1_r U1 Y� BARS J BARS K BARS R IL_tI = a-rl A. - ISOMETRIC VIEW OF TYPICAL INSTALLATION !showing bolted axlwr oMron) u u, l Battam alai .0111eelwe �I .erf pr rumen G �p,ye Ito r//e//Mw[emeM 1\ 1 � 1 la ). 3 WNlgwall T' O • r G or f G or F Winpwall ' 1 E AT TOP OF AT TOP Of AT OUTSIDE OMlanal wltltn EXTERIOR WINGWALL INTERIOR WINGWALL OF BOTTOM SLAB AT INTERIOR WINGWALL (Cast-rn-plxe culvert) fCast-in-plxe [invert) (Cast-i[-plxe culvert) (Precast culvert) PLAN VIEWS OF CORNER DETAILS QProvide H'1 or Ilxter slope. TABLE OF Oelsewhere nheapiensfrs az�rurture� gwiihout railirq REINFORCING BAR rq [orbs caller loan 1'O, refer tp ExterMea Cur> SIZES AND SPACING Details the Extended Curb Derails fECDI sra—d —el. QNingwall 1. sled lbrckrre — may be the same - Me I Bar Size H[r 1 d .- <wverl wesled thicknesses !)' Minimum). well and '.I I C I fl'rA(ex I D w4 Math F arA E I/ 1Mrkneszes greazer Man me minlmum el') are vsed, s wll 6e matl¢ in pueMities end no atltlitional ampeI.Hbn will de allowed I E '•- a• Wax Qi Fw safety, redu[e MIgnL r1 s rL fo lI--um I F 14 •- } Wax twin r prplerupn adore neni ned vrade. No cbanges win be made rn os and no bdll,..' I G As shown r J 0 la' Max I—I'l ompensatl- wlllbe allowed far thls work. F C = a, rM1e -wren inlartirq I K 4 1'- a' Mex I R 14 As shdvn cwv its wRh precast r esleM ]'-a minimum i-o winpwall. Wingwall tiara Cwand ti may be omitted aMe-' rater M Me ingwalr onnection ND) on the Box Curren Freraz[ Nucellarwws OMaus (S[P-NO1 staMartl sneer. WING DIMENSION CALCULATIONS: + c - o.Ysa Lw - (Mw - a—) (Su in -plate culverts: _(1)f5)+IN+IrW Atw Far precast culverts: Nw = !N) fN + 5) + (N - I) (0 s0a1 Total Wrngwall Wea (SF1 Total Co ICY) m'IVolume I - fWrrgnall Areal (O,SB}) + s fY)1 Total Felnforurg aw = f1551 fLw/t+ IK! IN., IN I) tw) C —ght of = He ht .1—b above tap of fop slab ffeeu gxb" (fex) = Constant value /or use in formulas srofi u l n [w tw = Nwho. toewalll/enptM1 (teen en9throI wrngwall (/eetl N= Nu oI culvert barrels S! 1 � Side slope rats MorizoMal : ] verh[al) blues1e dox :omen standard /w N. s. MATERIAL NOTES: ovr ing steel. orme a;irmaee .reMro.rnag steel a reNNlree <aendrere lg me plans. rn w[rrrg as ,Wressarr ep prp.iee a mrn;mam near raver Ad a r m ffc = 3.6bb Pzl) erde pipe 1-1. r�oss prp-, — anchor types meeting �ovrequrrem— of asiW a5B (Tr E or S, Gr B), Asrx AsbO Gr B, s(ASTM —1 bolts. pGalvanize all steel components, except the concrete rNnforcing. unle red elsewhere rn [he plans, alter /abicabon. Rpa(r galvanizing Damaged during transport or ronstrxtion in ortlanre with Item 44s. 'Galvanrzrng.- .S' d a[ ding to AAsh'Tb LFFa Bridge —,.1 SPenfrcetrons, sib. end b 1.. Ms shown herein are IMeMeD /or use In !nose stallalions where out of cor(rol ve ones are likety [o traverse the pximazel ce --bin, I openings appr r di[ular t Clots pipes are tlesrgI S.I. a traversinv load of Ity pounds x Hre d as rxommerged by Fesaar[n Neporr )BO-I£. "sarety Treatment o1 oa051De Parallel-Brainage s:ruc[ure5', Texas TransportNion Institute, Thepar b uan[mles far concrete. reln(orcin 1, arrd cross pipes Inforing from Me formulas given rain �or COMrartor•s lmation only e<e the sox ewr<rt S-11.1M (Bcs) nmwaro lbw for rt ono r larmaflon. e Allb rlwl1-lb der re zfdearrnp <Fe seal M a wof<ssw. erN tie&meMz prxasf [onstrumon of fM safety Ne nIp mensons are near dimensions, unless rested ath.1.1— �org dimenirons are ovt-te-out M ban. SHEET I OF 2 DpwrNnwnt of TieNPozeNlorr SbI1NNN SAFETY END TREATMENT FOR BOX CULVERTS (MAXIMUM Hw = T-0") TYPE I - PARALLEL DRAINAGE SETB-PD PtM��g� s•••�:1M856:•• ..4 .ticex a11/1 H124oa"` sealapp.d.gon lIbisdocumentwasaulbodzetl by Raul M. —I., P.E. No. 14-6. Pheratbn ofa sealetl tlocumem wtinan proper rmdncadon to the responslbk engineer Is en offense antler Me TexeaE�ineerin9 PraNceAct REV DACE ADDED DE ENG NEER: Hill PELOTON OPAF�A ��I�I LAxo HotuTloWs Tx ciaMizzw 50 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN &CONSTRUCTION GROUP CROMWELL MARINE CREEK ROAD y w L U Z STORM DETAILS a DESIGNED R2 CALE SHEET of I1Brz02a 319B ..HEr.FFn Tw U nor Dar 11-11 qypI G,..s yp wit -S� -4c— y—1-- fflp) p slab 1 1- 1 C1 .1pipe PLAN SECTION B-B 4 cl— c- OPTIONAL ANCHOR BAR DETAILS S— !S 7 6 (or size) rM1rouph Mle eq gz TYPICAL NINGINALL INSIDE ELEVATION tL SLEEVE PIPE DETAILS C" aS oEE l '=h' -- ---------- ------—rnmac wllgwall winpxell I wlnpwdl wlnpwall I———- ogg SECTION THROUGH INSTALLATION OF TYPICAL FULL CROSS PIPE (Anchor: -- and tllmenslonz are similar 1� I— snowsb. .1 1 W Fi- Gl— Pi, tle all./ ""p I D S.- — -- spar Ildlll 11, 111Eq t ?.-11Spa1 11 S. 1- E, 'pa 11 rough 'yp) .1. 4l x IZ 501. 'N' yl I �iN, I., RYpI hex y P, _ rgw7 I 'I —Ll. d d. S.— f? d)p—" 1, 1—p P SECTION THROUGH INSTALLATION OF 3 k- FIRST CROSS PIPE OUTSIDE CULVERT BARREL WITH OUTSIDE CULVERT BARREL OPTIONAL ANCHOR BARS & RIPRAP WITH BOLTED ANCHOR INSIDE CULVERT BARREL CROSS PIPE INSTALLATION DETAILS REQUIRED PIPE SIZES Q STANDARD PIPE SIZES - p- S— DD, I'D cl I CE I I", P, e P CS SizesSizesP"'. spilp _.EULE� 3 Vir STD 2 IY STD 28705' 2 411' - w — 77- - , 'D , '.' 46'. STD C $TD 3 — 3 5- to STD 4! SM — 4 STD 4 STD 5— 50— 6 STD 6.6rS bobs "ftkv N, 0 the11- no mote loan 6" above the Ildv line. O Always M-11 the lhirtl or the ..mS — .. .. bi I'i- c:os: nice —.it d— . .. .... S' the am sleeve "S I" rew�rml as 11 . PlP Si— —0d, 3 IkS satlale P Al C..— Pti— ke the cross Pipe c.-- racrazs "p:,tie mare"p . _P� I. '—" W.". an[nor boll al the ttMernne o/ each O —.. 1111.p h- - I.- .1 DpI -- S., Sl,.P .. ....... SHEET 2 OF 2 SAFETY END TREATMENT FOR BOX CULVERTS (MAXIMUM Hw = 7-0") TYPE I I PARALLEL DRAINAGE SETB-PD ................................ xs .............. 1 115M Th--I.pp.d by —I to the responslbk engineer Is en offense antler Me Texea E--ngp.n— REV "TE ADDED.... ENG NEER: PELOTON RPO�_PN-�—,7-6177 1_7 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN &CONSTRUCTION GROUP CROMWELL MARINE CREEK ROAD z STORM DETAILS DESIGNED R� D _E 1D1IIEg024 n:IN RI 319c SECTION 3137 00 RIPRAP PART1- GENERAL 1.1 SUMMARY A. Section Includes: 313700-1 RIPRAP Page 1 of 10 1. Furnishing and installing concrete, stone, cement -stabilized, or special riprap. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 30 00 — Cast -In -Place Concrete 4. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be by the face square yard to the depth specified of material complete in place. Volume will be computed on the basis of the measured area and type, verified by field measurements. 2. Payment a. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of "Riprap" installed for: 1) Various types 2) Various thicknesses 3) Various void -filling techniques 3. The price bid shall include: a. Furnishing, hauling, and placing riprap b. Filter fabric c. Expansion joint material d. Concrete and reinforcing steel e. Excavation of toe wall trenches, as applicable f. Excavation below natural ground or bottom of excavated channel, as applicable g. Shaping of slopes, as applicable h. Bedding i. Grout and mortar j. Scales k. Test weights 1. Clean-up 1.3 REFERENCES A. Reference Standards CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 313700-2 RIPRAP Page 2 of 10 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM Standards a. ASTM C136-06, Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates b. ASTM D7370-09, Standard Test Method for Determination of Relative Density and Absorption of Fine, Coarse, and Blended Aggregate Using Combined Vacuum Saturation and Rapid Submersion c. ASTM C5240-04, Standard Test Method for, Testing Rock Slabs to Evaluate the Soundness of Riprap by Use of Sodium Sulfate or Magnesium Sulfate d. ASTM D4632-08, Standard Test Method for Grab Breaking Load and Elongation of Geotextiles e. ASTM D4533-04, Standard Test Method for Trapezoid Tearing Strength of Geotextiles f. ASTM D751-06, Standard Test Methods for Coated Fabrics g. ASTM D4751-04, Standard Test Method for Determining Apparent Opening Size of a Geotextile h. ASTM D4491-99a, Standard Test Methods for Water Permeability of Geotextiles by Permittivity 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Concrete Riprap 1. Use concrete with a compressive strength of 4,000 psi at 28-days, according to Section 03 30 00, unless otherwise shown on the Drawings. B. Stone Riprap 1. Unless otherwise shown on the Drawings, use durable natural stone with a minimum bulk specific gravity of 2. Provide stone that has a maximum weight loss of 18 percent after 5 cycles of magnesium sulfate solution and 14 percent after 5 cycles of sodium sulfate solution. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 313700-3 RIPRAP Page 3 of 10 2. For all types of stone riprap perform a size verification test on the first 5,000 square yards of finished riprap stone at a location determined by the Engineer. Weigh each stone in a square test area with the length of each side of the square equal to 3 times the specified riprap thickness. The weight of the stones, excluding spalls, should be as specified below. Additional tests may be required. Do not place additional riprap until the initial 5,000 square yards of riprap has been approved. 3. When specified, provide grout and mortar as defined as 1 part Portland cement to 3 parts sand and mixed with water until it achieves a consistency that will flow into and completely fill all voids. 4. Provide filter fabric in accordance with Section 3125 00. For slab riprap, provide the filter fabric type shown on the Drawings a. Large 1) Use stones between 50 and 250 pounds with a minimum of 50 percent of the stones heavier than 100 pounds b. Medium 1) Use stones between 50 and 250 pounds with a minimum of 40 percent of the stones heavier than 100 pounds Use stones with at least 1 broad flat surface. c. Block 1) Use stones between 50 and 250 pounds. Use stones that are at least 3 inches in their least dimension. Use stones that are at least twice as wide as they are thick. When shown on the Drawings or approved, material may consist of broken concrete removed under the Contract or from other approved sources. Before placement of each piece of broken concrete, cut exposed reinforcement flush with all surfaces. d. Slab 1) Use boulders or quarried rock that meets the gradation requirements of Table 1. Both the width and the thickness of each piece of riprap must be a least 1/3 of the length. When shown on the Drawings or as approved, material may consist of broken concrete removed under the Contract or from other approved sources. Before placement of each piece of broken concrete, cut exposed reinforcement flush with all surfaces. 2) Provide bedding stone that in -place meets the gradation requirements shown in Table 2 or as otherwise shown on the Drawings. Table 1 Riprap Gradation Requirements Thickness Maximum Size 90 percent Size' 50& Size' 8 percent Size, (lb.) (lb.) (lb.) Minimum (lb.) 12 in. 200 80-180 30-75 3 15in. 320 170-300 60-165 20 18in. 530 290-475 105-220 22 21 in. 800 460-720 175-300 25 24in. 1,000 550-850 200-325 30 30in. 2,600 1,150-2.50 400-900 40 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 313700-4 RIPRAP Page 4 of 10 Table 2 Bedding Stone Gradation Sieve Size (Square Mesh) Percent by Weight Passing 3 inches 100 1-1/2 inches 50-80 3/4 inches 20-60 No. 4 0-15 No. 10 0-5 C. Special Riprap 1. Furnish materials for special riprap according to the Drawings. 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 2.4 ACCESSORIES [NOT USED] 2.5 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Dress slopes and protected areas to the line and grade shown on the Drawings before the placement of riprap. Place riprap and toe walls according to details and dimensions shown on the Drawings or as directed by the Engineer. B. Concrete Riprap 1. Reinforce concrete riprap with No. 3 reinforcing bars spaced at a maximum of 18 inches in each direction unless otherwise shown. Provide a minimum 6-inch lap at all splices. At the edge of the riprap, provide a minimum horizontal cover of 1 inch and a maximum cover of 3 inches. Place the first parallel bar at most 6 inches from the edge of concrete. Use approved supports to hold the reinforcement approximately equidistant from the top and bottom surface of the slab. Adjust reinforcement during concrete placement to maintain correct position. 2. As directed, sprinkle or sprinkle and consolidate the subgrade before the concrete is placed. All surfaces must be moist when concrete is placed. 3. Compact each layer to a minimum of 95 percent standard proctor density with a moisture content not to exceed +4 percent or -2 percent of optimum moisture or as indicated on the Drawings. 4. After placing the concrete, compact and shape it to conform to the dimensions shown on Drawings. After it has set sufficiently to avoid slumping, finish the surface with a wood float to secure a smooth surface or broom finish as approved. 5. Immediately after the finishing operation, cure the riprap according to Section 03 3000. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 313700-5 RIPRAP Page 5 of 10 C. Stone Riprap 1. Provide the following types of stone riprap when shown on the Drawings. a. Dry Riprap 1) Dry riprap is stone riprap with voids filled with only spalls or small stones. b. Grouted Riprap 1) Grouted riprap is Type Large, Medium, or Block stone riprap with voids grouted after all the stones are in place. c. Mortared Riprap 1) Mortared riprap is Medium stone riprap laid and mortared as each stone is placed. 2. Use spalls and small stones lighter than 25 pounds to fill open joints and voids in stone riprap, and place to a tight fit. 3. Do not place mortar or grout when the air temperature is below 35 degrees Fahrenheit. 4. Protect work from rapid drying for at least 3 days after placement. Unless otherwise approved, place filter fabric with the length running up and down the slope. Ensure fabric has a minimum overlap of 2 feet. 5. Secure fabric with nails or pins. Use nails at least 2 inches long with washers or U- shaped pins with legs at least 9 inches long. Space nails or pins at a maximum of 10 feet in each direction and 5 feet along the seams. Alternative anchorage and spacing may be used when approved. 6. Large a. Construct riprap as shown in Figure 1 and as shown on the Drawings. Place stones in a single layer with close joints so that most of their weight is carried by the earth and not by the adjacent stones. b. Place the upright axis of the stones at an angle of approximately 90 degrees to the embankment slope. c. Place each course from the bottom of the embankment upward with the larger stones in the lower courses. d. Fill open joints between stones with spalls. e. Place stones to create a uniform finished top surface. Do not exceed a 6-inch variation between the tops of adjacent stones. Replace, embed deeper, or chip away stones that project more than the allowable amount above the finished surface. f. When the Drawings require Large stone riprap to be grouted, prevent earth, sand, or foreign material from filling the spaces between the stones. After the stones are in place, thoroughly wet the stones, fill the spaces between the stones with grout, and pack. Sweep the surface of the riprap with a stiff broom after grouting. 7. Medium a. Dry Placement 1) Construct riprap as shown in Figure 2. Set the flat surface on a prepared horizontal earth bed, and overlap the underlying course to secure a lapped surface. 2) Place the large stones first, roughly arranged in close contact. Fill the spaces between the large stones with suitably sized stones placed to leave the surface evenly stepped and conforming to the contour required. 3) Place stone to drain water down the face of the slope. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 313700-6 RIPRAP Page 6 of 10 b. Grouting 1) Construct riprap as shown in Figure 3. Size, shape, and lay large flat - surfaced stones to produce an even surface with minimal voids. 2) Place stones with the flat surface facing upward parallel to the slope. Place the largest stones near the base of the slope. 3) Fill spaces between the larger stones with stones of suitable size, leaving the surface smooth, tight, and conforming to the contour required. 4) Place the stones to create a plane surface with a maximum variation of 6 inches in 10 feet from true plane. Provide the same degree of accuracy for warped and curved surfaces. 5) Prevent earth, sand or foreign material from filling the spaces between the stones. After the stones are in place, thoroughly wet them, fill the spaces between them with grout, and pack. Sweep the surface with a stiff broom after grouting. c. Mortaring 1) Construct riprap as shown in Figure 2. Lap courses as described for dry placement. Before placing mortar, wet the stones thoroughly. 2) As the larger stones are placed, bed them in fresh mortar and shove adjacent stones into contact with one another. 3) After completing the work, spread all excess mortar forced out during placement of the stones uniformly over them to fill all voids completely. Point up all joints roughly either with flush joints or with shallow, smooth - raked joints as directed. D. Block 1. Construct riprap as shown in Figure 4. Place stones on a bed excavated for the base course. Bed the base course of stone well into the ground with the edges in contact. Bed and place each succeeding course in even contact with the preceding course. 2. Use spalls and small stones to fill any open joints and voids in the riprap. Ensure the finished surface presents an even, tight surface, true to the line and grades of the typical sections. 3. When the Drawings require grouting Block stone riprap, prevent earth, sand, or foreign material from filling the spaces between the stones. After the stones are in place, wet them thoroughly, fill the spaces between them with grout, and pack. Sweep the surface with a stiff broom after grouting. E. Slab 1. Construct riprap as shown in Figure 5. Place riprap stone on the slopes within the limits shown on the Drawings. Place stone for riprap on the bedding material to produce a reasonably well -graded mass of riprap with the minimum practicable percentage of voids. 2. Construct the riprap to the lines and grades shown on the Drawings or staked in the field. A tolerance of +6 inches and -0 inch from the slope line and grades shown on the Drawings is allowed in the finished surface of the riprap. 3. Place riprap to its full thickness in a single operation. Avoid displacing the bedding material. Ensure that the entire mass of stones in their final position is free from objectionable pockets of small stones and clusters of larger stones. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 313700-7 RIPRAP Page 7 of 10 4. Do not place riprap in layers, and do not place it by dumping it into chutes, dumping it from the top of the slope, pushing it from the top of the slope, or any method likely to cause segregation of the various sizes. 5. Obtain the desired distribution of the various sizes of stones throughout the mass by selective loading of material at the quarry or other source or by other methods of placement that will produce the specified results. 6. Rearrange individual stones by mechanical equipment or by hand if necessary to obtain a reasonably well -graded distribution of stone sizes. F. Special Riprap 1. Construct special riprap according to the Drawings. 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS 9" min Grout when Slope of embankment Upright axes of stone perpendicular to slope Figure 1 - Large stone riprap, dry or grouted. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 313700-8 RIPRAP Page 8 of 10 Grout when specified Flat side up --\ 9" min ftif '9 r I T-6" min Slope of embankment Figure 2 - Medium stone riprap, dry or grouted. Mortar when specified s. 7a " min --Slope of embankment z = .pi .E I _ _ �IF-V min Figure 3 - Medium stone riprap, mortared. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 313700-9 RIPRAP Page 9 of 10 Grout when specified Multiple layers Imare than one rock depthl — Slope of embankment 1 T-6" min Figure 4 - Block stone riprap, dry or grouted. M+IT-- w .�IR►� q� 'lope of mbankment Fitter fabric 2 times ` thickness min Figure 5 - Slab stone riprap END OF SECTION CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 313700-10 RIPRAP Page 10 of 10 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 3A.B. — defined compaction requirements beneath concrete rip rap CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 um IM 99 km SLOPI EXIST PROPOSED CULVERT _ p4p ys� / RIPMP / — Bowman Roberts Rd 41+00 I FT'=-=L ----- -0+50 0+00 1+)0 2+00 0+00 4+00 5+00 vW EM FM M Joel D. Holcomb From: Sent: To: Cc: Subject: Attachments: Bruce, Ingram, Dennis R <dringram@burnsmcd.com> Tuesday, October 15, 2024 12:20 PM Bruce B. Bacon Ayala, Alejandra; Maksymicz, Haley; Tammam H. Nashad; Joel D. Holcomb; Raymon Gerges RE: 101012 CIVIC - Additional ROW Needed at Crane School Driveway Driveway Culvert Details and Rip -Rap Spec.pdf Please see the below response to your questions/comments and find attached the applicable details and Rip -Rap specification: 1. TXDOT Std SETB-PD is for round pipe. - SETB-PD is for box culvert not for round pipe. 2. 1 think you meant to use TXDOT std a. SETB-CD-20 for cross drainage protection, or b. SETB-CD-22 for parallel drainage protection - CD-SETB-22 Is the applicable detail. 3. If you want to stay with SETB-PD we will probably need to go to two barrel 36" runs (please specify cross or parallel drainage option) - The available depth under the driveway approach is not enough to accommodate 36" pipe 4. Please identify the standard to use for the concrete riprap, the concrete lined channel and the 6x6 drop inlet with riprap. - Use CFW STD D419 for lined concrete channel. CFW STD D408 for Drop Inlet and Spec 31 37 00 for Riprap. 5. Please provide a scale for the drawing. (The stationing on the drawings do not equal the grid at the bottom or the 100' run of RCB - The scale is noted on the drawing. However, the exhibit is conceptual. A final plan will be provided when the concept is accepted by all parties. 6. Please revise the 100' run of pipe to 85' (assuming the grid at the bottom is correct. The length should not include the SETs.) - Correct. The length of culvert box is about 85'. The final plans will reflect the actual length. The above responses and attached details have been posted on E-builder for RFI -13. Thankyou. Dennis R. Ingram, PE \ Burns & McDonnell Project Manager OFFICE 469-659-7199 \ CELL 214-336-5560 drinciram(@)burnsmcd.com \ burnsmcd.com Galleria North Tower 1 \ 13737 Noel Rd., Suite 700 \ Dallas, TX 75240 00000 Proud to be one of FORTUNE's 100 Best Companies to Work For 1 Please consider the environment before printing this email. From: Bruce B. Bacon <bbbacon@sundt.com> Sent: Monday, October 14, 2024 11:15 AM To: Ingram, Dennis R <dringram@burnsmcd.com> Cc: Ayala, Alejandra <Alejandra.Ayala@fortworthtexas.gov>; Maksymicz, Haley <hmaksymicz@burnsmcd.com>; Tammam H. Nashad <thnashad@sundt.com>; Joel D. Holcomb <jdholcomb@sundt.com> Subject: FW: 101012 CIVIC - Additional ROW Needed at Crane School Driveway Dennis — I apologize... I thought I was sending this to you last week but just saw you were not in the distribution. From: Bruce B. Bacon Sent: Friday, October 11, 2024 9:01 AM To: Ayala, Alejandra <Aleiandra.Ayala@fortworthtexas.gov>; Maksymicz, Haley <hmaksvmicz@burnsmcd.com> Cc: Joel D. Holcomb <idholcomb@sundt.com>; Tammam H. Nashad <thnashad@sundt.com> Subject: FW: 101012 CIVIC - Additional ROW Needed at Crane School Driveway Dennis — Sorry this feedback is a little late. Here are comments: • TXDOT Std SETB-PD is for round pipe. • I think you meant to use TXDOT std o SETB-CD-20 for cross drainage protection, or o SETB-CD-22 for parallel drainage protection • If you want to stay with SETB-PD we will probably need to go to two barrel 36" runs (please specify cross or parallel drainage option) • Please identify the standard to use for the concrete riprap, the concrete lined channel and the 6x6 drop inlet with riprap. • Please provide a scale for the drawing. (The stationing on the drawings do not equal the grid at the bottom or the 100' run of RCB • Please revise the 100' run of pipe to 85' (assuming the grid at the bottom is correct. The length should not include the SETs.) Thanks From: Ingram, Dennis R <drinRram@burnsmcd.com> Sent: Thursday, September 19, 2024 12:37 PM To: Bruce B. Bacon <bbbacon@sundt.com> Subject: FW: 101012 CIVIC - Additional ROW Needed at Crane School Driveway Bruce —Sorry, I overlooked you in the email regarding the driveway and culvert. Dennis R. Ingram, PE \ Burns & McDonnell Project Manager OFFICE 469-659-7199 \ CELL 214-336-5560 drinciram(@)burnsmcd.com \ burnsmcd.com Galleria North Tower 1 \ 13737 Noel Rd., Suite 700 \ Dallas, TX 75240 00000 Proud to be one of FORTUNE's 100 Best Companies to Work For Please consider the environment before printing this email. From: Ingram, Dennis R Sent: Thursday, September 19, 2024 12:32 PM To: Ayala, Alejandra <Aleiandra.Ayala@fortworthtexas.gov>; Maksymicz, Haley <hmaksvmicz@burnsmcd.com> Cc: Joel D. Holcomb <idholcomb@sundt.com>; Tammam H. Nashad <thnashad@a sundt.com> Subject: RE: 101012 CIVIC - Additional ROW Needed at Crane School Driveway Alex, followed up with Shawn and confirmed that we can shift the driveway further north to fit the driveway culvert system within the ROW. Therefore, no additional ROW is required. We revised the proposed placement of the driveway to meet the access management requirement and provide access to the driveway without any impact to crane operations. Please see the attached drawing and following response to the RFI: Provide a culvert (comprised of riprap, 100-ft of 4'x2' RCB, lined downstream channel, and drop inlet connection to the box culvert) under the driveway. • Shift the driveway north so that the culvert and driveway are contained with the ROW. Thankyou Dennis R. Ingram, PE \ Burns & McDonnell Project Manager OFFICE 469-659-7199 \ CELL 214-336-5560 drinaramn.burnsmcd.com \ burnsmcd.com Galleria North Tower 1 \ 13737 Noel Rd., Suite 700 \ Dallas, TX 75240 00000 Proud to be one of FORTUNE's 100 Best Companies to Work For Please consider the environment before printing this email. From: Ingram, Dennis R Sent: Tuesday, September 17, 2024 9:12 AM To: Ayala, Alejandra <Aleiandra.Ayala@fortworthtexas.gov>; Maksymicz, Haley <hmaksvmicz@burnsmcd.com> Cc: Joel D. Holcomb <idholcomb@sundt.com>; Tammam H. Nashad <thnashad@sundt.com> Subject: RE: 101012 CIVIC - Additional ROW Needed at Crane School Driveway Alex, Access management guidance for the City requires 1 00'minimum from edge of pavement on Cromwell to edge of pavement on the driveway (along Bowman Roberts) for a Collector, which means the driveway can be shifted north. We will consider the location of the crane and placement of the adjusted drivewayto Bowman. I contacted Shawn and I will follow up when I hear back from him regarding if there is in restrictions in the ROW agreement/understanding on adjusting the driveway. Joel/Tammam, Provide the installed sewer pipe elevations between manhole 1 and 2 to help our assessment of connecting to the culvert. Thankyou Dennis R. Ingram, PE \ Burns & McDonnell Project Manager OFFICE 469-659-7199 \ CELL 214-336-5560 drinciram(@)burnsmcd.com \ burnsmcd.com Galleria North Tower 1 \ 13737 Noel Rd., Suite 700 \ Dallas, TX 75240 00000 Proud to be one of FORTUNE's 100 Best Companies to Work For Please consider the environment before printing this email. From: Ayala, Alejandra <Aleiandra.Avala@fortworthtexas.eov> Sent: Monday, September 16, 2024 5:11 PM To: Ingram, Dennis R <dringram@burnsmcd.com>; Maksymicz, Haley <hmaksvmicz@burnsmcd.com> Cc: Joel D. Holcomb <idholcomb@sundt.com>; Tammam H. Nashad <thnashad@sundt.com> Subject: RE: 101012 CIVIC - Additional ROW Needed at Crane School Driveway Dennis, Please verify the distance with the Access Management Manual. Al a* dXw (Alew) Aya a,, PE Sr. Project Manager I TPW 0: 817-392-8883 1 C: 682-201-9106 Aleiandra.Avala(@fortworthtexas. oov From: Ingram, Dennis R <drinRram a@burnsmcd.com> Sent: Monday, September 16, 2024 8:15 AM To: Ayala, Alejandra <Aleiandra.Avala@fortworthtexas.Rov>; Maksymicz, Haley <hmaksvmicz@burnsmcd.com> Cc: Joel D. Holcomb <idholcomb@sundt.com>; Tammam H. Nashad <thnashad@sundt.com> Subject: RE: 101012 CIVIC - Additional ROW Needed at Crane School Driveway 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. Alex, will follow with Shawn, as needed, to start the ROW process. The time required to acquire the new ROW will affect the construction schedule. Therefore, we will also review the proposed placement of the driveway and the ROW agreement to determine if it is possible to shift the driveway further north, as needed, to avoid the need for more ROW. I will keep you posted of the outcome. Thankyou Dennis R. Ingram, PE \ Burns & McDonnell Project Manager OFFICE 469-659-7199 \ CELL 214-336-5560 dringram(ditmsmcd.com \ burnsmcd.com Galleria North Tower 1 \ 13737 Noel Rd., Suite 700 \ Dallas, TX 75240 00000 Proud to be one of FORTUNE's 100 Best Companies to Work For Please consider the environment before printing this email. From: Ayala, Alejandra<Aleiandra.Avala@fortworthtexas.gov> Sent: Sunday, September 15, 2024 2:51 PM To: Ingram, Dennis R <dringram(cDburnsmcd.com>; Maksymicz, Haley <hmaksvmicz@burnsmcd.com> Cc: Joel D. Holcomb <idholcomb@sundt.com>; Tammam H. Nashad <thnashad@sundt.com> Subject: 101012 CMC - Additional ROW Needed at Crane School Driveway Dennis/Haley, Once you have determined the amount of ROW needed to construct an SET and pipe under the Crane School driveway on Bowman Roberts, please contact Shawn to start the process. Sincerely, Alejandra (Alex) Ayala, PE Sr. Project Manager Transportation & Public Works Department — Capital Delivery 200 Texas Street, 2"d Floor Fort Worth, Texas 76102 0: 817-392-8883 1 C: 682-201-9106 Aleiandra.Avala@fortworthtexas. aov FORS'WOUH, Working together to build a strong community. Request For Information 010 SUNDT RFI Reference No: SUNDT-RFI-000017.01 Status: CLOSED -OUT For Action: Alejandra Ayala, PE, City of Fort Worth - Transportation and Public Works Department Christopher Vizcarra, SUNDT [Role: SUNDT RFI RESPONDER] Jaz Mwiseneza, SUNDT [Role: SUNDT RFI RESPONDER] Joel Holcomb, SUNDT [Role: SUNDT RFI RESPONDER] Tammam Nashad, SUNDT [Role: SUNDT RFI RESPONDER] Project: Cromwell Marine Creek Road Widening Improvements Subject: FL Discrepancy between 24inch SS and Storm Line A3 The FL for the 24" SS line at Station 22+00 is 765.39'. This SS line is located just West of the 9'x5' box culvert. The FL for the 36" RCP that is called to tie into the 9'x5' box culvert is 765.06. The SS line and RCP are in conflict with each other. Pease advise on how to install the 36" RCP in this location. Please advise on how this adjustment impacts the line A3 as it moves west towards Boat Club Rd. Attachments: RFI-017-FL Discrepancy between 24inch SS and 36 RCRpdf Proposed Solution : Response Due 08 October 2024 Priority : NORMAL - Normal By: Discipline : CIV - Civil Area Estimated Cost Estimated Time Impact: Impact (Days): Document Reference: RFI by: Joel Holcomb, SUNDT Created By: Joel Holcomb, SUNDT Last Edited By: Joel Holcomb, SUNDT 01 - RFI Response Co -Author Number: System : On: 26 November 2024 On: 26 November 2024, 06:55:35 AM -7:00 On: 26 November 2024, 06:55:35 AM -7:00 Dennis Ingram, Burns & McDonnell 11.20.2024 5:11 PM We propose to connect SD-A4 to a junction box (to clear the 24" SS line) followed by 21" RCP connection to the culvert. SD-A4 is a smaller pipe and the 24" SS line is deeper at the crossing with SD-A4 compared to SD-A3. The minimum 2' separation can be achieved without the need to encase the SS pipe. Files Attached (1): BMcD_Response- RFI_017_SD-A4_Connection to Culvert.pdf BMcD_Response- RFI_017_SD-A4_Connection to Culvert.pdf (Version 1) Properties I Download I Redline Joel Holcomb, Sundt Construction, Inc. 11.20.2024 1:37 PM Please add in the additional drawing changes sent via email on 11.20.2024. Dennis Ingram, Burns & McDonnell 11.08.2024 4:04 PM Revised drainage line SD-A3 profile to clear 24-inch wastewater line. Revised culvert headwall to PW-2 on SD -A to accommodate installation of rail on headwall. Files Attached (1): BMcD Response to RFI-17_SD-A3_SD-A.pdf BMcD Response to RFI-17_SD-A3_SD-A.pdf (Version 1) Properties I Download I Redline Alejandra Ayala, Fort Worth TPW 10.16.2024 3:08 PM Please respond to RFI. Joel Holcomb, Sundt Construction, Inc. 10.16.2024 2:09 PM Please provide final response and drawings. Dennis Ingram, Burns & McDonnell 10.14.2024 4:18 PM Revised alternative Files Attached (1): BMC17001_RFI-17_Alt2-INT-CONFLICT 101424.pdf BMC17001_RFI-17_Alt2-INT-CONFLICT 101424.pdf (Version 2) Properties I Download I Redline Dennis Ingram, Burns & McDonnell 10.14.2024 4:16 PM A document was attached Files Attached (1): BMC17001_RFI-17_Alt2-INT-CONFLICT 101424.pdf BMC17001_RFI-17_Alt2-INT-CONFLICT 101424.pdf (Removed) Dennis Ingram, Burns & McDonnell 10.09.2024 6:52 AM Eliminate SD-A3 and SD-A4 connection to the box culvert and outfall to the upstream drainage area easement with a SETP, as shown on the drawing, to avoid conflict with the wastewater line. Files Attached (1): RFI-17_CMCR - RRRD INT - SD Revision.pdf RFI-17_CMCR - RRRD INT - SD Revision.pdf (Version 2) Properties I Download I Redline Dennis Ingram, Burns & McDonnell 10.09.2024 6:37 AM A document was attached Files Attached (1): RFI-17_CMCR - RRRD INT - SD Revision.pdf RFI-17_CMCR - RRRD INT - SD Revision.pdf (Version 1) Properties I Download [Most Recent] I Redline Alejandra Ayala, Fort Worth TPW 10.07.2024 4:44 PM Please respond within 3 days. Attachments: BMcD Response to RFI-17_SD-A3_SD-A (2).pdf BMcD—Response- RFI_017_SD-A4_Connection to Culvert.pdf RFI Response by: Joel Holcomb, SUNDT Created By: Joel Holcomb, SUNDT Last Edited By: Joel Holcomb, SUNDT On: 21 November 2024 On: 26 November 2024, 07:35:57 AM -7:00 On: 26 November 2024, 07:35:57 AM -7:00 IllternaVonal OrEer of Oyeraima Englnee� Loral AFL-CIO D2 InsL# 0202040614 C RT C.T. 1 1 S0.A3 STA M 0000 = s" STA 2+19.52 SD-A3 STA 0+09.56= END 38" RCP SD-A3 PRC STA 1-78.61 SD-A3 PCC STA —3 92 SO-A3 PCC STA 3+84 62 �N 6995]68.30 ' N 6995745.56 SO-A3a STA 0+00,00 SD-A3 PCC STA 5+24 fi3 N 6995Y23.26 Amencen SOKOL Ory Iza . BEGIN 36' RCP BEGIN 3)!2' RLB E 2300912.37 E 2300799.32 END 30• RCP E 23005]0.09 ,S0 5195 Pp 5]1 C.R Q.C.T. 1 - N6995786.68 E 2.1089.fi0 LONST STD 4' SQUARE JUNCTION BOX RIM=T71.]0 - BEGIN 24'RCP CONST STD S'SOUARE - JUNLTION BOX ; N 6995788.34 E2301080.W RIM = 780.55 N69A5731.27 ...............................-..-..-..�..�..-..-..-..- EX 26'SS .S0.A3 E D PCCSTA 3+84 a2 -_ E 2300709.99' _ ". .- '4 36"RCP BEGIN 32'RCB BEGIN 30•RCP ,�-�� SOA3a 21'RCP SD A324'RC7' p 4' NST STD SQUARE JUNCTION JUNCTION BOX B -•- -" S+00 PROPOSED ROW fi+00 F].008 + �Q RIM=12.54 N 8995]35.98 E2301039.68 �'"� _ _� L _ I ^' .. _.. f ' SD -A _ _- _._-_0-- 11—_—ZO INSTLL�OR6R0..ow. F 42 -�-+- _ PIPE -- >a,.. -J �' - -' iM RON'J - --�x� �.-�'PpppOSED Illtemational Ortleraf0p En9ince� - 1 - ..- •�'"- Loca117. AFL-CIO AV Instil 0202040616 C.R.TC T. 1 { SD-A3 w w 790 Li 93 o v _ --- 2m �w __ mm � _ wm mm PROPGRADE 780 --------------------- - ----- --------- ------------------- -- ---------- -- --- --- —� ci--------------- -- --- ------------- ------ ----------- ----------- - -- ------- -------- ----- ------------------------------------------------- p,HGL____ ------- ____----- _____ _ _ C '- 38"RCP e l -- I' 770 V = 5.6 t _____.___________ _"10SLG39-RCF ___.______________ .____ ____________ _ ------------------ ---- -- -- $i I' -- ---Ex;4--SS------- ------ -- -- - ------------------ --------------------- ----------------- ----- ---- ------ INSTALL "O14. �& y'/PT££LC PIPE / PER ALL 106 39'RCP w9� ! O�m= 39.56 cfs __ _______ _________________Og3_...____ —... bg...... V- 38' RCP _----- _..._k752'_ ¢ 760 m ^� ..� � o V = fi 59 fq _ -� —. ....... lll�'� _._........_� gyp_...._.. y-0---- ___._______ LL m oF,y 0+00 1+00 2+00 3+00 4+00 790 I L em. v - ------------------- y -. maw la- - A---------------------------- ... ------------- ------ - ------------ ----- --------------------- --------------------- 100 VR HGL ...rp 1 780 484 L1'''ey, 24" RCP W O1oo= 35.14 770 760 ---------- ---------- ------------------- - — ----- ----------------- -------- ---------------- - — — — - — — — — — — — ------------- — — - - M m M 5+6o w 6+00 w 7+00 ^ 0 40 80 120 GRAPHIC SCALE IN FEET PROFILE SCALES: 1" = 40' HORZ. K 1• = 4' VERT. j W �s aw,ti� U a�wNo+ a 1 o%aozb Th.seals DP ea saNM1oOretl by Raul M. Zavela9P.E. Noat44856'� AAeratbn da aeale6 tlocumem WM= Proper rmeficaeon o the res Ibke Ineer 1. en offense antler Me Texea Egi—,er P.—Act REV DATE REMARKS 1 11121' 2 11— S ALI 1-7-- AI SD ADDFD. NCASFMFNT TD SFWFR El G NEER: 18M PIPF LAND SOLUTIONS 1220765�WA IIIII XIM"NODD PELOTON Frwx CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN &CONSTRUCTION GROUP CROMWELL MARINE K CREEK ROAD y W J U W STORM DRAIN PLAN &PROFILE za LINE SD-A3 STA 0+00 TO 8+00 DESIGNED- CALE SE R.1DIZO24 HE K ..HFr.KFn Tw U DOWNSTREAM _ _ _ 761 87 SC,A PT STA Al - _ JJ� rvDAq LA1+40E' S—ETA1+6381= - m.�rv+rem..•x.Swsvm FL N 6 l'— 15 1+ INSTALL B FT WIDE CONCRETE FLUME F cn-n c (� tr l6 E230149542 RE FLUME DETAIL ON THIS SHEET ANO \ a�� CONNECTn 12D (d)9'x5'X45°BEND INSTALL n• I- _BEGIN CHANNEL ROADWAY PLAN AND PROFILE; �Y- EX36'RCPU@45°BEND N8985]388] 21"LATERAL CONNECTION@fi0° ' __ w FOR LOW POINT ALONG BOWMAN ROBERTS 1"'�y\4j x` �' EX 36-FL=]84.00 E2301153.65i N6995]fie.]e �(i /•/ �' fl E 2301524.95,,,.,.,.E 5 -- N 6995898 93 E 2301154.19 d�- �41 \` +a � E 2301243 21 UPSTREA STA 0+39A6= 769.61 SD-N(STA 0,00.00 L ..nor t -ry \�. INSTALL `\ SDA STA 2+1952= \v I..�� aam.+uvr.N• 36'LATERAL 768.00 CONNECTION @45° SD-A35TA 0+00.00 //, RAMP TP FL 3B" RCP MB]6361fi2 fit ' 385TIAATERAL CONNECTION/�/I� GQ-OG`C" zi RC ,gel ACCESS ]63 00 ,` N 699570) 33 N 8985]88.88 j E230, 251 ]9 __ __ FX2q"IS E2301089.80 DRAINAGE EASEMENT B-FMAY ,tee °t60. SEPARATE INSTRUMENT' O`- Ap`L•lG 0 40 80 120 ¢�)y .38'PCP �'' /-�X GRAPHIC SCALE IN FEET „� �'�.'�.�•,`�••..........5 >6 `SOq� EX15"SS 'N sulcxrs ♦ _ . / Nfi995]026] + 1 c _ SDA1'. - -- Q(O m VARIABLE WIDTH PERMANENT ' E2301332`�i \21'RCP _ _ HANDRAILS TO BE • r DRAINAGE EASEMENT BV - `` " �® - - OFHEADWA LINSTALLLED TOP SD-ESTHnOit no WIN(. 1m. SEPARATE INSTRUMENT _ - _ _ ' RE STRUCTURAL DETAILS eui HEADWALLTVPE - _ w I 3i5AL HAY Reaky, Ltd. WITH no' SKEW L( -1 \EX 16-WL•�GD-'\2 _- } 14192,Ppp-4 BEGIN (d)9x5' MBC\21"RCP / _n+ L.R.T.L.T. INSTALL 360 SV OF 18"THICK ROCK RIP RAP ON 6-BEDDING `SDA6 ' \ ` EX 2A"WL d50=8-DIAMETER '1 Sx3'RCB � A -' NOTE SEE N6995]22.54 FOR RIPRAP DETAIL' E 2301293.2] `+5P ]] ,.,. .e.�..•� I I 11 HANDRAILS TO BE',' .`� i�r 1 INSTALLTA 0+00. M _ 3`�ND CHANNAL INETALLLED ON TOP DRAINAGE EASEMENT 'UP TREAM /-*OF HEADWALL ,' "- i1B FL=764.2G RE STRUCTURAL DETAILS I`.T21'LATERAL _-N69959]]20�- �q EXGROUND q�^ (4)IT x 5'MBC - - ��. �. / N6995882118NECTON --.E 2300944.54 {A J-'p, ESAa O?005�80.15 �P r CONST PARALLEL WING INSTALL STAS O fF THI K YI/J({Arl['n ^ �WEST� j {IX24�4 • ISM ACCESS HEADWALL TYPE (PW-2) ROCK RIP RAP ON fi"BEDDING' \ WITH60'SKEW _ 12- `EAST- ``�, ��SD-A9 () N...31A]METER DEPTH II�S / r �1 INSTALL_____ NNG9 B. E23009fid ]5 TFj -j LLk �'T`7,^ �'' • '21'IATERAL CONNECTION J,J,j j = ; 7„J,j� Q • E 2301 D28 s6 25'BOTTOM p/ ` ��G ,J N8995B]2.39 {{ L E23010'''2LLL2.89> CURVE DATA PROFILE SCALES: I ' DELTA RADIUS TANGENT LENGTH V 4'VERT.. ' �I Ia II9I E9II �I _ DOWNS EAM N� m� m� - - - N ,,• `EX 48'WL C1 26-46'05- 400.00' 8783' 1]291' 1'=4'VERT. _ _ _ _ _ STORM CULVERTA _ ]62.4, CROSS SECT ION"A• DETAIL � � " �O..x � � C2 39°34'1]' 65.41' 23.53' 45.18' 4g NTS SD- A C3 15°23'2A' 437.02' S905' 11]39' -- _-------------- —_- --------------- ------ __.____p— -_—_- — .___.__._______________ -- -- __------ ' - u� u _--------. _----------------_ ._----------------_ _------------ - - ----_ .-----_ ----. _.....F." ._--_ _- _------_ _- F -- --- _ __...--.... . _ _--. ---- . w -o _b_ w ----___---------------------- __---___---------- ----------------- —_—__------ ----------------------------------- ---__—____.___________.____-m_m------------- .-___------N-------- ---------------- .------__--------- -- - -- --- --- --- ------------- ___.______ 11/13124 \++ e m ¢ n z E o-w ¢ m :-..-'�Y.--.. J+.-.._..« ..u....- o-..- J+._ ..y .._-.------__--____ ._ Y-44-Q--.._-z. .--$ V..--_..�-..�.-.._...++ ... ............ ._ ._m _._�._¢I r_ __ ___ .._- TM1e seal appeaang on lM1is tlocumen[was aNM1od7ea °: � r m m vs � by Raul M. Zavela, P.E. No. t44856. ¢ r ¢r gl .'2_a+.+u-- ____ -J _�___._. Oi 'n_st_..____._____-gi __ t__�i N__�. _....� _q__....� ___� � _..� - ______ z m z ¢ y �� Fg S `-- Pheratbn ofa sealetl tlocumern WNW proper rmddcadon z .._-..._.....................__-_[Y.--....--.._-..._-.._--....--...--._---------_ ._-------.._-.._--....--...---. _-. y g .. --_ g--...--. 5 .._- to tl1e resPonslbk en9lneer Is en offense antler Me 780 m 25 m z. -9- - .H-= m 25 � .z.N N-� m_.. .._ A. q .`- 780 T Egen9 Pa —Ad ---------------------- ------- ___•___._____.___________.______.____._____.____.______________._________________________.____.___. .______________.___________. __ ____________ -------- .____-------- --- --__- ------------------- REV DATE REMARKS ....... ........ --_ ----__ _----------. _----------------_ ._-------.._-.._--._----_ _-----------...__....._--------------...--.._--....----_. .-.._--...--...�... -- .--..-- _--_..--...---.._-..�.._-... ._- 1 11/2]/23 ADDED HANDRAILS TO TOP OF HEADWALLS Was — .... ........ --_ ----_- _----------'-....... -------------_ •_-------••_-••_--•_----_ _-----------...__....._---------• _--------_--••_--•_----_•_•_•_.................---------_ •--• •-- 2 it/13I29 AL -- ----- --------------- ------ -------------------- ----- --.---___-------------------------- ----- ------- ---- ----- ---- ---------------- ----- ----- ---------- ----- ------- --- -------------------------------- ----- ---- -------------------- -__---------- ------- --- ---- ----- ---- ----- ------ .___._--- -_----------------------- -- .---------------- ENG NEER: sego H6LWooD PAReY/aY PRDPGRADE lilll PE LOTO N SORE' ° PROP GRADE --------_ _---__ _----------.._-- FORT W NO Tx 76177 o PROP GRAB LANO SOLUTIONS TXFIRMN012207 - 1 ---------------------- .______--- _______________________ .PROP.GRADE----------- ---- ----- ._----- ___ __ _ �' .- "�. @ RIGHT TOP -----------------'-PRID2-C&ME 11 ----------------------------- --------------------------------- aFCHANNEL �-�.� iW VR HGL NG CL 770 @LEFT TOP _ @ _ _ _ 770 OF CHANNEL _- __-___ - •�ni.C. - __- 41 a a - - - - - :._......... ..-- .. -. _ _ ......... CITY OF FORT WORTH, TEXAS - --- "-- - � -- --� 24' ROCK RIP RAP _ Y •-.. - - - - - --�— 100 VR WSEL __ .__ _._____._ _____._-...�21F1919YS-0!&C. _.-. BN5`*BEODMI@-- --.. 0.53% tl50-12'DIAMETE - g 100h WSEL) Nc�ze I I I � TRANSPORTATION AND PUBLIC WORKS qq); Rc i --....--._- -------_.--.._ ---- --. @ ... -- - ------------- - _-....-. --- 1 x ---.................---i--'—'�---._---------c-------_._--..._-.._- ._-.._- - - eD'---------.--.._-------_._._.._--...--....--... - .._ �_ -. INFRASTRUCTURE DESIGN ' CHANNEL B )TTOM (a1 0.20% _ t r rR°P--- -- ----------- &CONSTRUCTION GROUP d 9k5' MBC ______---------------- __________ _____._____.___________ .______._ ___ _____.__..GRADE__ __ ._____._. __._____ 2 c-- --------------------------------------------------------- ----------------...-_..___---RA ------- -j4Lx5_MI - C __.. _5 ma_ 1261 __ ---- .------- .--------------- - �.$g 780 18'ROCK RIP RAP ((4)9x5'MBL _°'°°-'�16 �_ v =el5 fos f4)95MBC 780 CROMWELL MARINE ��i ury ti-etuulrvU () BC D'1m= 1301 =8.� n (49x5 MBC \I+°o 1251 IEE TAi___.__—_—___ a a ua - -�_---*��------------- --- `-ps---- �----- --- -------8---=-a6Dfiaa.-------------------- CREEK ROAD � V,a_SEE TABLE S = 000539IB ._ Tp0gfi3.NIR� V--_ V76TPs--------_------ — _ - ______ ___ ___ —_ - ._ ----------------- _____._______—_—_-_—_—__—_—__—_—___ .___— --------------- —_—___ __—__—_—__—______...____ -- g__----- -------- -.__.------ ____• _________________-_-_—_—__—_—__—_—___ .________ _ 'm ______._____.___-____ ____ ___. V------- _- -- RR-JJ��^^--__---__-- e m m STORM DRAIN PLAN & PROFILE -- - -—.. ------ -A&SD-A ----- -------------- -- ---------------------- ------- --------------- - ---------------------- ------- -- ------------------------ TE SHEET --------- --- -- -------------- -- � - --— 7so � � 7sa DESIGNED RraLE +c,n-3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 NRrzozd 277Wj�,HFr.w 1.) The 24" SS is deeper at the crossing with SD-A4 compared to SD-A3, and the SD pipe is smaller. 2.) Therefore, the minimum separation can be achieved without the need to encase the SS pipe. EX 24" SS -��17+ SD T----------- _ -� z - 13,00 V Cromwell -Marine POSED 4' CFW JUNCTION BOX J I , F8—+00__ ma's r r S .c\ Sn. SD7 O \ SD\ SD SD\\o7 \ _ \ ���z�" 780 775 765 760 CL45 NRC / V SCALE = 1" =20' = 1" = 2' / — ALTERNATE 1 1 Rip®ya 1 2 1 / 1l9 LF 21'RCP Ooio% — — 1 1 1 SD—A4 1 PROPOSED 1 1 1 REVISION 1 -1+50 -1+00 0+00 1+00 3+JO 4+00 780 775 770 765 W DOWNSTREAM 7_ _ _ _ 781 67 SC,A PT STA Ai \ "� _ PN•N+•+�•S'mAIY44 ----- FL N6995596151+ INSTALL B FT WIDE CONCRETE FLUME q c (� rv�i STA 1+d956,' so atssTa ofioo ao' E 2301435.42 RE FLUME DETAIL ON THIS SHEET AND \ F� CONNECTn 120 (4)9'x5'X45°BEND INSTALL s•` n I ---_BEGIN CHANNEL ROADWAY PLAN AND PROFILE, <Y EX 36- RCP ®45°BEND 46995738.6] 21"LATERALCONNECTION@60° p� x.• N6995449.79__-- -;I PI-CON-INTALONGBOWMANROBERTS •F'�\'b iF pO EX 35"FL=76 DO E2301153.6 N6995768.79 S• ___E 2301524.95 `_ < q - 0 >LP N699569893 E2301154.19 q� E 230121121 ! ;1` 769.61 36AX STAO«00.00 1" !'��' OP •o -ry Tp \�'• INSTALL `` SO A STA 2+1952= LATERAL INSTA STA 0+00.00 788.00 CONNECTION ®45° >L RAMP TP ,` FL 3B" PEPMB]6361fi2 fit ' W.ITATERAL CONNECTION ACCESS ]63 DO `\ N 6995]0] 33 Z.` - TP$ \ E230125179 __ FX2q",S E2301089.80 VARIE WIDT DRAINAGE EASEMENT BVNENT ,tee °t60. SEPARATE INSTRUMENT' eoce7 `'Vj'\• �`.............5 B $ A' EX 15"SS moCONCRETE FLUME DETAIL ++rv�tj/ ``` • 4 9',).S' O p` su:cros / °f N6995702 B7 1 c - SD-A1: -- Qp.- - VARIABLE WIDTH PERMANENT ' E2.1332`�i - \___21'RCP _ _ HANDRAILSINS LUED O T DRAINAGE EASEMENT BY _ � `` c' �® - _ - - OFHEADWA L TOP A STA O+�OOL00� SEPARATE INSTRUMENT L WIN4 - - RE STRUCTURAL DEI HEAD LLTYPE PW-2) - _ I - ✓'F HAVCO Reaky, LW. WITH 60° L( --1 EX 18'WL•�SO-A2' - _ `\` h Vol. 14192, Ppp 640 \ 21 RCP _u L.R.T.L.T. BEGIN(4)9. BC\ INSTALL 360 BY 18"THICK <y � ROCK RIP RAP ON EDDING SDA6' \ EX 2A"WL _ d50=8"DIAMETERr 5x3'RCB� NOTE SEE SHEET 3a5 N6995722.54 FOR RIPRAP DETAIL• E2301293.2] y ,' SD-A2 STA 0+00.00 `-A PVI STA 4«5877 S S 2+2 - ,.,..°.�:.:�� I I : 7 . HANDRAILS TO BED,' � 1 _ INSTALLLED ON TOP INSTALL _ -ND CHANNEL DRAINAGE EASEMENT UPBTREAM /,.q OF HEADWALL ,' "- i16 FL=764.2G - RE STRUCTURAL DETAILSI`•T21-LATERAL-N69959]720�- EXGROUND 4)9'x5'MBC CONNECTION .... 2300944.54 Al 'J> ••;'A� SSAAE 2301080.15 �P CONST PARALLEL WING NS-AaWISTA 5+3i iF TIT K ^ �WEST- [EX WL�.` • �SD-F 3+2fi5 aCCE55 . HEADWALLTYPE (PW-2) ROCK RIP R`12AP ON 6"BEDDING' _ \ WITH 60°SKEW d50 ALL DIAMETER 5' DEPTH C� ..EAST„ •• �r NSTALL _ D ENO (4) 9' x 5' B. E 2300964 ]5 LLk • '21'LAT LCONNECTION N6995B9fi.05 �I - O O • N69 12.39 E2301 D28 BB 25'BOTTOM a/ —••+ 010''2LL2.89> CURVE DATA _ {{ I DELTA RADIUB TANGENT LENGTH -�II�I�I�II_ DOWNS EAMm `.N�y •• \ \`EX 48'WL Cl 26°46'05' 400.00' 8783' 17291' _ _ _ _ _ FL=76241 STORM CULVERTA • j` CROSS SECT ION"A' DETAIL C2 39°34'17' 65.41' 23.53' 63.16' ITS S C3 15°23'2A" 437.02' S905' 11739' _ ______________________ ____.__ __ ------- ____.____ ___ __ __------ _ m ____ _____________________ .______.____.__— ._________________________.____.___ __—__—____.___________. 3___ __ _ ___ _______ ____._________ ______ __.____ _ _ ___ ._____ _ ____.________ _____ ____. _.____ __ __. - _____._____ _ r w o� "t rc 6R� E 4 „ s.. + n F a a o _ m � a ag � N � may_____________ 4 _�„___N o_ ___4o ".€_n______� ____� m U_ ______ , v .� 3 m z �._90 �.�__ H m z` z' m a m� 3 w m y z _�___m w 780 780 �'m _„o _„ m_„ ------------ ----- __----------- __.___________._________�---- _ ------- _ --- 770 ----------------------------- 760 9= s4 ----- -- -- - --- - - 750--------------- --.._--....--._------------_ ._--------------_ _------------_--- _------. _--------_---------_._.----_ _--. PROP GRADE C1-----_ .--..-...--.. _................_-..--. _---. _-- _..._.............----------_ ._--------------_ _------------_--- _------. _--------_ ----_ .-NG�-CL._- _ _-- _ _ ROP GRADE RRQPROP .__ PROP GRADE __ __ ._ .________ ________ RIGHT TOP aF CHANNE / CLEFT TOP _ _ ___ f00 VR HOT _ �G�CL 770 OF CHANNEL _.. ______ ____ ________, .t'_--'--_--._..3B..VR.F-...._--...--�. ---� _-__-_ _ _-.._---_-__------__- - -y/ _ -- _------. J _-.._--.._ .._. _ -- - — -• .------- 24' ROCK RIP RAP _-_., --_ ---------_ ._--_ _- ___-- .............. --------------_----------------------'------------...--...�421F 9YS.MBQ .--..-...--........ . -.._ .. ..... ........._...__..._.._ .-. ._- _ -"---" 100 VR WSEL F �0.53% ON5" - tl50=12'DIAMETE i- ---------------- 9hw -�-------_._--..._-.._--.._-.._"-ZD'-'--- ---- --.--............. . "._-----_._-_........... ........ ... .... ..... .... _ .._ �_ ........ --- CHANNEL B 3TTOM (a 0.20 % ............._ _---------_ 4 9k5' MBC -... O.a = 1261 c1s GRADE __.__________________________—______.______.__...___...__..______.____.___..______________ ._____._____._. ______._____.___________________.____._____._.—i41gx5_MI C ___.. _5__a_ __ .__— .___.____ _ _____.__..&1 _2%__ __ ._____._. __._____ p.m= it l6 Afs 18' ROCK RIP RAP ((4)9k5' MBC ,. _ .. V = 8.1 foss ((4) 9'x5' MBC 760 ory e"etuulNle (411-MBC U�m= 1301 `... U,°"= 1251 v = .'r - 8 fi s 4 9k5' MBC _3335_4(s___.__—_—___._________tl50.=_1O'_DInmETE\______________. ___ _ .______________ ____ ___.________.____._____._.—_______.___`.P___.. _ i_____ .—.___. .___. _ ..__...._....__..._ A+� 499Safs- 3 09063AL B 4006B4� __ ._-- =SEE TABLE S = 0.0053 flIB _ �_____ a A'_`_ _ ________________________—____ �m = T255 __..___.____ __. .__�.___ 813 f s ___.v___.B�Tps._�____________ ___ ___.___..____.. _g___._6.0963R/9-__ _ .P___ __ ._____._. __.____- _-'----------------------------_— m - - - - - - - - - - - - - - - - - - �� - - -- ----------- - - ----------------- --------- ---- --- -------------------------- - - - \�- - - - - - - - --- - s m -- ----�------- �- — --' ---^ ---" -- -- - - - - -- — --- ,_ 750 Ie---� ,. 7 ^ -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 0 40 80 120 GRAPHIC SCALE IN FEET PROFILE SCALES: 1" = 40' HORZ. K 1' = 4' VERT. j 0 �iMB56 � U ear a lroarz4a+�� seal aM.H.9on l�M1is tlocumeniwas aNM1od7etl by Raul M. —I., P.E. No. 144656. Pheratbn of a sealetl tlocument WiM1an proper rmdficadon dre elgmeer,s en offense antler MeEMI—MgMdn9 ti REV 1 TexaT DATE REMARKS 11/27r23 ADDED t �H_WALLL ENG s EresFans Practice Act HANDRAILS 1ATOP OF HEADWALLS NEER: ENG1Hr4D GRaumG aHDur4D was DY lilll P E LOTO N X76177 IIII LAND SOLUTIONS p( FIRMN012117- 0]-50 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN &CONSTRUCTION GROUP CROMWELL MARINE O CREEK ROAD Y 3 L' V W STORM DRAI AN & PROFILE K SC- A & -A DESIGNED R2 CALS E ..HFC.KFD_ +11ren9z4 77 D, 0 Joel D. Holcomb From: Ingram, Dennis R <dringram@burnsmcd.com> Sent: Wednesday, December 18, 2024 2:00 PM To: Rodgers, Dennis; Joel D. Holcomb Cc: Alves, Andre; Tammam H. Nashad; Marco A. Orona; Bruce B. Bacon; Ayala, Alejandra; Watson, Donald; Aguillon, Oscar Subject: RE: D106 - WATER CARRIER PIPE INSTALLATION IN STEEL CASING.pdf Follow Up Flag: Follow up Flag Status: Flagged Joel, After conversation with the BMcD water/wastewater lead, grout should be placed to fill all voids between the 24-inch wastewater line and casing pipe as noted in the specification (33 05 24, Part 2, 2.2, B 2). a. For gravity sewer carrier pipe installation: 1) Fill all voids between the carrier pipe and the casing or liner with grout. 2) All exterior carrier pipe surfaces and all interior casing or liner surfaces shall be in contact with the grout. 2. Grout of amiular space a. �or gravity sewer camer pipe installation: 1) Fill all voids between the carrier pipe and the casing or liner with gr t: 2 All exterior carrier pipe surfaces and all interior casing or liner surface 3) shall be in contact with the Rant. Let me know if you have any questions. Thank you Dennis R. Ingram, PE Roadway Project Manager I Transportation Burns & McDonnell Galleria North Tower I, 13737 Noel Rd., Suite 700, Dallas, TX 75240 O 469-659-7199 l M 214-336-55601 E drinVramCcbburnsmcd.com OFFICE 469-659-7199 \ CELL 214-336-5560 ®®� Explore career opportunities WE BUILD TX I Discover Safe. Reliable and Resilient Infrastructure *Registered in TX From: Ingram, Dennis R Sent: Tuesday, December 17, 2024 9:14 AM To: Rodgers, Dennis <Dennis. Rodgers2 @fortworthtexas.gov>; Joel D. Holcomb <jdholcomb@sundt.com> Cc: Alves, Andre <Andre.Alves@fortworthtexas.gov>; Tammam H. Nashad <thnashad@sundt.com>; Marco A. Orona <maorona@sundt.com>; Bruce B. Bacon <bbbacon@sundt.com>; Ayala, Alejandra <Alejandra.Ayala@fortworthtexas.gov>; Watson, Donald <Donald.Watson@fortworthtexas.gov>; Aguillon, Oscar <Oscar.AguilIon @fortworthtexas.gov> Subject: RE: D106 - WATER CARRIER PIPE INSTALLATION IN STEEL CASING.pdf Joel, will follow up later today. Thankyou Dennis R. Ingram, PE Roadway Project Manager I Transportation Burns & McDonnell Galleria North Tower I, 13737 Noel Rd., Suite 700, Dallas, TX 75240 O 469-659-7199 1 M 214-336-55601 E dringramCcOburnsmcd.com OFFICE 469-659-7199 \ CELL 214-336-5560 �_*� — L. 013MODExplore career opportunities WE BUILD TX I Discover Safe. Reliable and Resilient Infrastructure *Registered in TX From: Rodgers, Dennis <Dennis.RodRers2@fortworthtexas.Rov> Sent: Monday, December 16, 2024 4:33 PM To: Joel D. Holcomb <idholcomb@sundt.com>; Ingram, Dennis R <drineram@burnsmcd.com> Cc: Alves, Andre <Andre.Alves@fortworthtexas.gov>; Tammam H. Nashad <thnashad@sundt.com>; Marco A. Orona <maorona@sundt.com>; Bruce B. Bacon <bbbacon@sundt.com>; Ayala, Alejandra <Aleiandra.Avala@fortworthtexas.eov>; Watson, Donald <Donald.Watson@fortworthtexas.eov>; Aguillon, Oscar <Oscar.Aguillon@fortworthtexas.aov> Subject: RE: D106 - WATER CARRIER PIPE INSTALLATION IN STEEL CASING.pdf Joel, This is a design question and should be addressed by Dennis Ingram. Thankyou, Dennis Rodgers Construction Inspector COFW/TranSystems Mobile: 817-471-9351 Email: dennis.rodgers2efortworthtexas.L5ov From: Joel D. Holcomb <idholcomb@sundt.com> Sent: Monday, December 16, 2024 4:05 PM To: Rodgers, Dennis <Dennis.Rodeers2@fortworthtexas.Rov>; Ingram, Dennis R <drinRram@burnsmcd.com> Cc: Alves, Andre <Andre.Alves@fortworthtexas.Rov>; Tammam H. Nashad <thnashad@sundt.com>; Marco A. Orona <maorona@sundt.com>; Bruce B. Bacon <bbbacon@sundt.com>; Ayala, Alejandra <A I e i a n d ra . Ava I a @ fo rtw o rt htexa s. Rov> Subject: RE: D106 - WATER CARRIER PIPE INSTALLATION IN STEEL CASING.pdf Afternoon Dennis, The casing has arrived onsite and installation will start tomorrow. Can you please confirm if grout is needed in addition to the casing spacers? The grouting company has a 2 week lead time and the schedule shows this area now on the critical path. Let me know if you have any questions or if we need to jump on a phone call to discuss. Thankyou, Joel Holcomb, ENV SP Sr. Project Engineer Sundt Construction, Inc. idholcombCcOsundt.com c: 469.354.7066 a: 8445 Freeport Parkway, Suite 240, Irving, TX 75063 SUNDT Skill . Grit. J rpose iflA POHIA11H1 I IN9031HR I HHII_M / EiI10111 From: Ayala, Alejandra <Aleiandra.Ayala@fortworthtexas.eov> Sent: Friday, November 22, 2024 9:07 AM To: Rodgers, Dennis <Dennis.Rodgers2@fortworthtexas.eov>; Joel D. Holcomb <idholcomb@sundt.com> Cc: Alves, Andre <Andre.Alves@fortworthtexas.eov>; Tammam H. Nashad <thnashad@sundt.com>; Marco A. Orona <maorona@sundt.com>; Bruce B. Bacon <bbbacon@sundt.com> Subject: FW: D106 - WATER CARRIER PIPE INSTALLATION IN STEEL CASING.pdf Good Morning Dennis, Can you please assist Joel in answering the question below? KLn& 1?e,Wd k, A14a v cE, (Alm) Ayala,, PE Sr. Project Manager I TPW —Capital Delivery 0: 817-392-8883 1 C: 682-201-9106 Aleiandra.Avala(a)fortworthtexas.aov How am I doing? Please contact my supervisor. raul.lopez(cDtortworthtexas.aov From: Joel D. Holcomb <idholcomb@sundt.com> Sent: Friday, November 22, 2024 7:57 AM To: Ayala, Alejandra <Aleiandra.Ayala@fortworthtexas.gov>; Alves, Andre<Andre.Alves@fortworthtexas.gov> Cc: Tammam H. Nashad <thnashad@sundt.com>; Bruce B. Bacon <bbbacon@sundt.com>; Marco A. Orona <maorona(@sundt.com> Subject: D106 - WATER CARRIER PIPE INSTALLATION IN STEEL CASING.pdf 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. Good Morning Alex, The response to RFI 17 calls for CFW D106 to be followed. When looking at this detail (see attached), none of these options are for PVC sewer lines. Which of the following details would you like us to follow when putting together pricing? • Ductile Iron Pipe Smaller than 48" With Steel Casing • 24"-42" Concrete and Steel Pressure Pipe with Steel Casing Thank you, Joel Holcomb, ENV SP Sr. Project Engineer Sundt Construction, Inc. Jidholcomb(Ebsundt.com c: 469.354.7066 a: 8445 Freeport Parkway, Suite 240, Irving, TX 75063 SIFT Skala. Graff. Purpze 1RAN PORTATION I INHUSTHIAL I OEM I CONS M 4 101012-CMAR-Cromwell Marine Creek Road Widening AR #4 Interim Agreement Report Created: 2025-07-25 By: Andrea Munoz (Andrea. M unoz@fortworthtexas.gov) Status: Out for Signature Transaction ID: CBJCHBCAABAAbdkRVv8lnTmVnoGZn-DOPYPeY9ZBpc21 Agreement History 2025-07-28 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. "101012-CMAR-Cromwell Marine Creek Road Widening AR #4" History Document created by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2025-07-25 - 9:01:34 PM GMT- IP address: 204.10.90.100 Form filling automatically delegated to Jaylyn Harrelson (Jaylyn.Harrelson@fortworthtexas.gov) by Wendi Hedlund (wend i.hedlund@fortworthtexas.gov) 2025-07-25 - 9:30:27 PM GMT 24 Document emailed to Jaylyn Harrelson (Jaylyn.Harrelson@fortworthtexas.gov) for filling 2025-07-25 - 9:30:27 PM GMT E`41 Document emailed to Wendi Hedlund (wendi.hedlund@fortworthtexas.gov) for filling 2025-07-25 - 9:30:27 PM GMT G:: Document emailed to Alejandra Ayala (Alejandra.Ayala@fortworthtexas.gov) for signature 2025-07-25 - 9:30:27 PM GMT P4 Document emailed to jdholcomb@sundt.com for filling 2025-07-25 - 9:30:28 PM GMT Email viewed by jdholcomb@sundt.com 2025-07-25 - 9:39:17 PM GMT- IP address: 174.246.130.204 d© Signer jdholcomb@sundt.com entered name at signing as Joel Holcomb 2025-07-25 - 9:44:27 PM GMT- IP address: 174.246.130.204 FORT WORTHY IPowered by Adobe Acrobat Sign 4 Form filled by Joel Holcomb Qdholcomb@sundt.com) Form filling Date: 2025-07-25 - 9:44:29 PM GMT - Time Source: server- IP address: 174.246.130.204 FoRTWORTHg I Pa -"Y Adobe Acrobat Sign 101012-CMAR-Cromwell Marine Creek Road Widening AR #4 Final Audit Report 2025-08-18 Created: 2025-07-28 By: Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) Status: Canceled / Declined Transaction ID: CBJCHBCAABAA6OTfshQxIKXwyVSD9cKKgiVu6ZZ3-mJX "101012-CMAR-Cromwell Marine Creek Road Widening AR #4" History Document created by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2025-07-28 - 7:04:14 PM GMT- IP address: 204.10.90.100 Form filling automatically delegated to Jaylyn Harrelson (Jaylyn.Harrelson@fortworthtexas.gov) by Wendi Hedlund (wendi.hedlund@fortworthtexas.gov) 2025-07-28 - 7:21:22 PM GMT P+ Document emailed to Wendi Hedlund (wendi.hedlund@fortworthtexas.gov) for filling 2025-07-28 - 7:21:22 PM GMT C'-► Document emailed to Jaylyn Harrelson (Jaylyn.Harrelson@fortworthtexas.gov) for filling 2025-07-28 - 7:21:22 PM GMT ' * Document emailed to Alejandra Ayala (Alejandra.Ayala@fortworthtexas.gov) for signature 2025-07-28 - 7:21:23 PM GMT Email viewed by Alejandra Ayala (Alejandra.Ayala@fortworthtexas.gov) 2025-07-28 - 7:21:28 PM GMT- IP address: 20.159.64.152 Form filled by Wendi Hedlund(wendi.hedlund@fortworthtexas.gov) Form filling Date: 2025-07-28 - 8:25:28 PM GMT - Time Source: server- IP address: 208.184.124.181 d¢ Document e-signed by Alejandra Ayala (Alejandra.Ayala@fortworthtexas.gov) Signature Date: 2025-07-29 - 3:28:52 PM GMT - Time Source: server- IP address: 208.184.124.181 [I'+. Document emailed to Dennis Rodgers (Dennis.Rodgers2@fortworthtexas.gov) for signature 2025-07-29 - 3:28:57 PM GMT FORT WORTH, I P— ed ey Adobe Acrobat Sign Email viewed by Dennis Rodgers (Dennis.Rodgers2@fortworthtexas.gov) 2025-07-30 - 3:53:46 PM GMT- IP address: 174.244.48.136 A6 Document e-signed by Dennis Rodgers (Dennis.Rodgers2@fortworthtexas.gov) Signature Date: 2025-07-30 - 4:02:31 PM GMT - Time Source: server- IP address: 174.197.69.130 Document emailed to Raul Lopez Roura (Raul.LopezRoura@fortworthtexas.gov) for filling 2025-07-30 - 4:02:36 PM GMT Email viewed by Raul Lopez Roura (Raul.LopezRoura@fortworthtexas.gov) 2025-07-30 - 4:03:16 PM GMT- IP address: 104.47.64.254 AQ, Form filled by Raul Lopez Roura (Raul.LopezRoura@fortworthtexas.gov) Form filling Date: 2025-08-11 - 8:33:04 PM GMT - Time Source: server- IP address: 204.10.90.100 Document emailed to Lissette Acevedo (Lissette.Acevedo@fortworthtexas.gov) for filling 2025-08-11 - 8:33:09 PM GMT '5, Email viewed by Lissette Acevedo (Lissette.Acevedo@fortworthtexas.gov) 2025-08-11 - 9:02:42 PM GMT- IP address: 104.47.65.254 A�, Form filled by Lissette Acevedo (Lissette.Acevedo@fortworthtexas.gov) Form filling Date: 2025-08-11 - 9:03:47 PM GMT - Time Source: server- IP address: 208.184.124.181 Document emailed to Patricia Wadsack (patricia.wadsack@fortworthtexas.gov) for filling 2025-08-11 - 9:03:52 PM GMT AQ, Form filled by Patricia Wadsack (patricia.wadsack@fortworthtexas.gov) Form filling Date: 2025-08-12 - 8:38:38 PM GMT - Time Source: server- IP address: 208.184.124.181 Form filling automatically delegated to Monty Hall (Monty.Hall@fortworthtexas.gov) by Lauren Prieur (Lauren.Prieur@fortworthtexas.gov) 2025-08-12 - 8:38:42 PM GMT . Document emailed to Monty Hall (Monty.Hall@fortworthtexas.gov) for filling 2025-08-12 - 8:38:43 PM GMT Document emailed to Lauren Prieur (Lauren.Prieur@fortworthtexas.gov) for filling 2025-08-12 - 8:38:43 PM GMT Email viewed by Monty Hall (Monty.Hall@fortworthtexas.gov) 2025-08-12 - 8:39:23 PM GMT- IP address: 104.47.64.254 AQ, Form filled by Monty Hall (Monty.Hall@fortworthtexas.gov) Form filling Date: 2025-08-12 - 8:44:04 PM GMT - Time Source: server- IP address: 208.184.124.181 FoRTWaRTH, I P—edey Adobe Acrobat Sign Document emailed to Lorita Lyles (Lorita.Lyles@fortworthtexas.gov) for approval 2025-08-12 - 8:44:05 PM GMT Email viewed by Lorita Lyles (Lorita.Lyles@fortworthtexas.gov) 2025-08-13 - 2:27:09 PM GMT- IP address: 208.184.124.181 AQ, Document approved by Lorita Lyles (Lorita.Lyles@fortworthtexas.gov) Approval Date: 2025-08-13 - 2:37:31 PM GMT - Time Source: server- IP address: 208.184.124.181 Document emailed to Douglas Black (Douglas.Black@fortworthtexas.gov) for filling 2025-08-13 - 2:37:38 PM GMT AQ, Form filled by Douglas Black (Douglas.Black@fortworthtexas.gov) Form filling Date: 2025-08-14 - 10:18:17 PM GMT - Time Source: server- IP address: 208.184.124.181 Document emailed to Jesica McEachern (jesica.mceachern@fortworthtexas.gov) for signature 2025-08-14 - 10:18:22 PM GMT A6 Document e-signed by Jesica McEachern(jesica.mceachern@fortworthtexas.gov) Signature Date: 2025-08-18 - 7:23:11 PM GMT - Time Source: server- IP address: 204.10.90.100 Document approval automatically delegated to Katherine Cenicola (Katherine.Cenicola@fortworthtexas.gov) by Ronald Gonzales (Ronald.Gonzales@fortworthtexas.gov) 2025-08-18 - 7:23:15 PM GMT Document emailed to Ronald Gonzales (Ronald.Gonzales@fortworthtexas.gov) for approval 2025-08-18 - 7:23:16 PM GMT Document emailed to Katherine Cenicola (Katherine.Cenicola@fortworthtexas.gov) for approval 2025-08-18 - 7:23:16 PM GMT lac, Document declined by Ronald Gonzales (Ronald.Gonzales@fortworthtexas.gov) Decline reason: This is missing the signature from Doug Black. He did initial the routing slip but his signature needs to be on the contract. 2025-08-18 - 8:01:29 PM GMT- IP address: 208.184.124.181 FoRTWORTH, I P—e' y Adobe Acrobat Sign FORT WORTH, Routing and Transmittal Slip Transportation & Public Works. Department DOCUMENT TITLE: Cromwell Marine Creek Road Widening AR #4 M&C: CPN: 101012 CSO: 59041 DOC#: Date: 7/22/2025 To: Name Department Initials 1 Joel Holcomb — Sundt Contractor - Signature t7 �. idholcomb(@sundt.com '" 2. Wendi Hedlund -Bus. Sup. TPW — Initial wH 3. Alejandra Ayala TPW - Signature 4. Dennis Rodgers TPW — Signature-- 5. Raul Lopez TPW — Initial 6. Lissette Acevedo TPW — Initial GIN 7. Patricia Wadsack TPW — Initial PLW 8. Lauren Prieur TPW — Initial I VA 9. Doug Black Legal - Initial QF- 10. Jesica McEachern CMO - Signature CA 11. Jannette Goodall CSO - Signature aeooda 12. TPW Contracts TPW DOCUMENTS FOR CITY MANAGER'S SIGNTURE: 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 ❑ X NEEDS TO BE NOTARIZED: Yes No RUSH: ❑ Yes X No SAME DAY: ❑ Yes ❑ No NEXT DAY: ❑ Yes ❑ No ROUTING TO CSO: X Yes ❑ No Action Required: ❑ As Requested ❑ For Your Information X Signature/Routing and or Recording ❑ Comment ❑ File ❑ Attach Signature, Initial and Notary Tabs