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HomeMy WebLinkAbout059041-AR5 - Construction-Related - Contract - Sundt Construction, Inc.FORT WORTH. City of Fort Worth Owner's Allowance Request Project Name (Cromwell Marine Creek Road Widening Improvements 59041 Project g(s) I101012 11.06.2025 Description (Cromwell Ma rine Creek Road widening from 2 lanes to 4 lanes divided roadway between Boat Cl u b Road to Ma ri ne AR005/COR006 Creek Par kwa,4,and modifications to the roundabout at Marine Creek Parkwav Contractor (Sundt Construction, Inc. City Project Mgr. lAlejandra Ayala City Inspector (Dennis Rodgers NO. REM OESCRIMON Reconstruction Phase Pi. 4Work Package No.1 SiltFence 1.2 Site Clearing 1.3 ROW Temp Fencinr. CranelHayw ROW?re� Feng F�sl End Estadls Con Office/yard Sek1G Reduced General Conditions Insurance (Liability � BR) .1 WP1 - CMAR It General Work Items .2 WP2- Removals, Earthwork, Su¢$rade(BV) .3 WP3- Underground Water & WIN (Venus)(LB) .4 WP4- Underground Storm (Sundt) .1 WP5- Flatwork(Urban)(BV) .5 WPB- Traffic Control (LB) .2 �WP7 - Concrete Paying(Sundt)(BV) .3 WP8- Illumination & Signals(Dumble)(BV) .6 WP9- Erosion ContrdlSoddinn (LB) .4 WP10- Stdping(Traffic Highway Maint)(LB) .7 WP11- Structures (BM General Conditions Performance & Payment Bond Fee IN Qty UNIT PRICE Original GNP Cast RevGed GNP [nwdreed Total LF 1 $120,000.00 $120,000.0 $120,000.00 LF 8280 $4.34 AC 8 $9,076.44 LF 4600 $11.75 LF 3680 $11.75 LS 1 $55,595.37 LS 1 $193,955.30 MO 2 $ 71,475.37 LS 1 $ 3,838.77 LS 1 $ 3,230.97 % 0.0575 $ 605,407.87 Mo 1 $1,107,600.56 Ls 1 V�653,395.67 Ls 1 $1,662,804A7 Ls 1 $7.044,662.90 Ls 1 $2,678.330.11 Ls 1 $1,746,982.20 Ls 1 $8,791,126.25 w 1 $3,564,831.24 Is 1 $863.286.07 Is 1 $422,095.66 Is 1 $2,723,084A7 Mo 1.0 $4,782,448.17 Is 1 $1,512,258.0( Is 1 $261,272.19 w 1 $219,904.OE Is 1 $2,359,459.72 '♦SF! 1 $259,984.14 Ls 1 $852,379.67 $72,61 $1,107 $2,678.330. $8,791 $4,782,448. $1,512,258. $261,272. $ S $ AR005/COR006 ROVGed GNP Invoked Total $ 1 $ 120,000.1 $35,935.99 $ $72,611,¢ $ $54,os0. $ $43,240.(I $ $55,595.3 $ $193,955. $ $142,95D.7J $ $3,838.i $ $3,230.l) $ $1,107,600.54 $ $3.699,824.01, $ 42,387.31 $1.941,424.3.i' $ 59,111.27 $7,769,434.�o $ 41,622.40 $2,598,D49.$ $1,746,982.7,Q $ - $9,286,024J� $ 19,759.88 $3,564,831.24 $ 12,317.03 $863.286.61 $422,D95.00 $ 8,670.31 $2,771,404.51 $4,842,657.ql $ 4,755.00 $293,7348 $263,554:$, $ 1,214.73 $221,826. 4} $ 1,023.23 $2,380,082.11 $ 10,974.52 259,9B4.1 213,122.11 $ (201,835.68. CSC No. 59041-AR5 858 0 858 USTIFICATION (REASONS) FOR CONSTRUCTION ALLOWAN IN ACCORDANCE WITH THIS CONSTRUCTION ALLOWANCE REQUEST, THE CONTRACT SHALL: Furnish all labor and material as per attached proposed Construction Allowance Request (with attachments): Sundt Construction submits this letter to request the use of the Owner Allowance to address a series of design changes, unforeseen field conditlons, design plan omissions, and owner -directed scope adjustments that have occurred throughout the course of the project. These items were generated through formal Requests for Information (RFIs) as well as direct owner requests and represent work that was not included in the Guaranteed Maximum Price (GMP) documents. See attached for further details. This request only covers work package 2,3,5,8,10, GC's associated with these RFI's. 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 lContractors Name I lContractor Signature iDate Sundt Construction, Inc. (Joel Holcomb 11Mv2025 Project Inspector - DennisRodgers imto Project Manager-AlejandraAyala Assis43ntCityManager ...s.�_ 12/08/202t ae. v 12/08/2025 12/19/202t po•s —, 12/17/2025 Douglas Black, Assistant City Attorney Date ATTEST: 4.o49IIIIgn abFFORr�na A °�odaa 12/22/2025 OFFICIAL RECORD Jannette Goodall, City Secretary pFg o9.td Date pcissd o CITY SECRETARY opa,� a, °°o *�d aa4 �EXA`a-p n�IIII6644 FT. WORTH, TX CMAR C natmcdon Allowance Requeat Pape 1 of 1 0* SUNDT November 5, 2025 Alejandra Ayala, P.E., Sr. Project Manager Transportation and Public Works Department 100 Fort Worth Trail Fort Worth, TX 76102 Reference Cromwell Marine Creek CMAR 101012 Subject: City of Fort Worth Allowance Request- Plan Changes Dear Ms. Ayala, Sundt Construction submits this letter to request the use of the Owner Allowance to address a series of design changes, unforeseen field conditions, and owner -directed scope adjustments that have occurred throughout the course of the project. These items were generated through formal Requests for Information (RFIs) as well as direct owner requests and represent work that was not included in the Guaranteed Maximum Price (GMP) documents. The scope of work associated with this allowance request includes, but is not limited to, unforeseen utility conflicts, pavement transitions, drainage clarifications, additional removals, irrigation adjustments, and other field -directed changes necessary to maintain progress and ensure the project meets the City's requirements and expectations. The following RFIs and owner -directed items are included in this request: • RFI-022 — Unforeseen Concrete Removal • RFI-023 — Existing Structure between STA 122+00 & 123+00 • RFI-025 — Existing Street Light at Bob Hanger • RFI-029 — Storm Drainage Removals Clarification 174+00 • RFI-033 — International Harvest City Meters & Irrigation System • RFI-037 / 056 — 12" Waterline Crossing at Provinces St. • RFI-038 — French Drain at 121+00-122+00 • RFI-046 — Tree Removal between Glen Knoll Drive & Chesterfield Drive Sundt Construction —125 E John Carpenter Fwy, Suite 1600, Irving, TX 75062 • RFI-048 — Light Pole Removal & Reinstallation at 209+50 • RFI-052 — Tie In Elevation at Woodcreek Trail • RFI-053 — Water Vault Adjustment at SW Corner of Huffines • RFI-054 / 058 — Unforeseen Waterline at SD-A5 10+45 & 10+50 • RFI-059 — Unforeseen Concrete Discovery Area 3 • RFI-060 — Water Utility Adjustments (Area 3) • RFI-067 — Confirmation of Removal Limits at Stonewater Bend Trail • RFI-068 — Existing RCP Conflict at Bob Hanger • International Order of Operating Engineers — Crane School Power Pole • Crystal Lake Striping Adjustments Detailed descriptions, pricing, and supporting documentation for each item have been included for review. These costs were necessary to resolve conflicts, address unforeseen conditions, and implement owner -directed changes without delaying the overall construction schedule. This allowance request addresses the cost associated with work packages 2,3,4,5,7,8,10, & GC's as it pertains to the items listed above. The remaining work package cost(s) encountered will be submitted in the next allowance request as directed by the City of Fort Worth. 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, L Joel Holcomb I Project Manager Sundt Construction —125 E John Carpenter Fwy, Suite 1600, Irving, TX 75062 CmmweU Marine Creek -RFI 022 023 025 029 033 037 038 046 048 052 053 054 058 059 60 67 fib UTILITY EMS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • • •. .: Hydro Excavation I, I ERROR French Drain . .r rr Added Concrete and Reinforcement concrete at Stoninvater Bend Trail M. 1 ® �� Re Concrete and Tree Removal ®� ®Asphalt Remosourreated Embankment®- ®Striping Clarification®� 1 01 0 1 $ $ 122,515.931 S 2,559,221 $ - $ 125,075.15I Subs Slip 1.80% $ 2,165.76 CMAR Fee 5.75% SOW Total $ 12],240.91 OBRA DURABLE VENUS VENUS DURABLE OBRA OBRA VENUS SUNDT THM VENUS VENUS OBRA RFI EXPLANATIONS RFI-022-Unforeseen Concrete Removal - $19,312.05 During grading operations, existing concrete pavement was discovered under the asphalt surface of the EB lanes of Cromwell Marine Creek Rd. This concrete pavement was not shown on the GMP drawings nor discovered in any of Burns and McDonnell's project test bores. The pavement had to be removed to balance the grading and get down to the proposed subgrade elevations required for time treating subgrade and paving. RFI-023-Existing Structure between STA 122+00 & 123+00 - $9,734.70 During the excavation of dirt between STA 122+00 & 123+00, unforeseen storm/sanitary structure was discovered. This item was not identified on the removal plan. After excavating around and hydro excavating the interior portion of the structure, it was discovered that the structure was abandoned and needed to be removed. RFI-025 — Existing Street Light at Bob Hanger - $6,158.51 The removals and illumination plan calls to protect the existing streetlight on Bob Hanger St through the duration of the project. The traffic control plan calls for a temporary detour to be installed where the existing light exists. To install the temporary detour as needed, the light needed to be removed and reinstalled later. RFI-029 — Storm Drainage Removals Clarification 174+00 - $13,480.30 The removal plan calls for an existing end treatment and rip rap to be removed near STA 174+00. It was discovered that there is also an existing pipe beneath the road as well as an existing inlet and associated riprap that was not shown on the GMP drawings to be removed and/or adjusted. To continue construction of the proposed roadway in this area, the unidentified items needed to be removed and disposed of. RFI-033-International Harvest City Meters & Irrigation System - $20,235.68 The two (2) city water meters and associated double check valve, isolation valves, and irrigation master valve were not shown to be adjusted on the utility adjustment plans nor where they called out or shown on the storm drainage profile plans. These had to be adjusted to avoid conflict with the proposed storm line. The storm drainage line was adjusted and required specialty pieces to be fabricated but there was no cost associated to drainage. The only cost involves irrigation and the adjustments of the domestic water and irrigation water. RFI-037/056 — 12 Inch Waterline Crossing at Provinces St. - $17,753.43 A 12" waterline was discovered near STA 173+00. This waterline was not shown to be adjusted on the GMP drawings. After exposing the line and taking as-builts, it was discovered that the line was positioned approximately 2-3 inches into the proposed subgrade. The initial response /directive to lower the line did not lower it enough to meet the water department requirements. The lowering details were adjusted in RFI 056 to meet the requirements. The pricing being submitted for this RFI only captures part 1 of the lowering. If part 2 is needed later, an allowance request will be submitted accordingly. RFI-038 — French Drain at 121+00-122+00 - $7,033.92 The City inspector requested consideration for installing French drain between STA 121+00- 122+00 to capture run-off ground water from the adjacent property. The intent of this drain would be to prevent ground water from flowing underneath the roadway. After review by the Engineer of Record, it was deemed an acceptable option. This work includes excavation of subgrade and existing soil to accommodate French drain. Core drilling the newly installed inlet, backfilling of excavation, and re -grading subgrade. Materials purchased include filter fabric, type C embedment material, perforated drain sock, and grout for the inlet penetration. Equipment used was excavator/backhoe with bucket, and skid steer. RFI-046-Tree Removal between Glen Knoll Drive & Chesterfield Drive- $8,141.14 The City of Fort Worth/TranSystems has requested that the trees located from Glen Knoll Drive and Chesterfield Drive between the sidewalk and private property be removed to avoid potential future damage to private property. Work involved removing wooden fence to remove the tree and then replace that section of fence with new wood. RFI-048-Light Pole Removal & Reinstallation at 209+50 - $6,158.51 The removal plans call to protect the existing streetlight at STA 209+50. The traffic control plan calls for a temporary detour to be installed where the existing light exists. To install the temporary detour as needed, the light needed to be removed and reinstalled later. The removal and reinstallation were not accounted for in the GMP as the GMP issued documents do not call for removal and reinstallation. RFI-052-Tie In Elevation at Woodcreek Trail - $16,055.96 The proposed roadway design showed a gutter line elevation that was higher than the existing side street elevation. This created potential for ponding on the street side instead of directing water onto the proposed roadway and into the nearest inlet. To overcome this conflict, the limits of construction had to be extended farther into the neighborhood and the grades of the side street adjusted so that water was pushed in the correct direction. This work involved additional removals, treated embankment, and added concrete. RFI-053-Water Vault Adjustment at SW Corner of Huff ines - $4,672.62 There is a water -vault located at the SW corner of Huffines that is not shown to be adjusted on the GMP issued drawings. To install the right turn lane in this location, the vault needed to be lowered. This was performed on good faith to keep on track with the project schedule. RFI-054/058-Unforeseen Waterline at SD-A510+45 & 10+50 - $12,233.96 These RFI's address two different water lines that were identified in person but not shown the GMP issued drawings. These water lines were installed for the fox business park. The elevation/location of the water lines were in direct conflict with the originally proposed elevations as well as the revised elevations of SD-A5 which was generated from RFI's 032- 036. To keep the drainage as designed/re-designed, the waterlines discovered had to be lowered per the City of Fort requirements. RFI-059-Unforeseen Concrete Discovery Area 3 (Included in RFI 046 pricing) During grading operations, existing concrete pavement was discovered under the asphalt surface of the WB lanes of Cromwell Marine Creek Rd. This concrete pavement was not shown on the GMP drawings nor discovered in any of Burns and McDonnell's project test bores. The pavement had to be removed to balance the grading and get down to the proposed subgrade elevations required for time treating subgrade and paving. RFI-060-Water Utility Adjustments (Area 3) - $10,902.78 The GMP issued drawings did not show information regarding three different locations of existing water vaults, valves, manholes, and air release valves in Area 3. The first location was at Cape Street for a water vault. This vault was located both in & out of the roadway. Because of this, the vault needed vertical adjustment and potentially horizontal adjustment. The second location was at Seal Cove. This location had both a water valve and manhole. There was no information shown for the water valve, but the valve needed vertical adjustment. The manhole was shown to be removed but this was not allowed as the manhole had an active air release valve. Instead of removal, the manhole had to be adjusted. RFI-067-Confrimation of Removal Limits at Stonewater Bend Trail - $14,653.34 The GMP issued drawings showed the limits of removal for Stonewater Bend Trail, but the limits left 25 feet of asphalt between the existing concrete pavement and the new concrete pavement. It was decided by the City of Fort Worth to extend the limits so that there would not be asphalt at all in this location and that it would instead be all concrete pavement. RFI-068-Existing RCP Conflict at Bob Hanger- $8,671.00 The GMP issued drawings show some removals at Bob Hanger and Cromwell Marine Creek. Upon starting the underground storm drainage installation, it was discovered that there was an existing underground storm drainage line that conflicts with the new proposed storm drainage line. To install the proposed line, the existing line in this location had to be removed. This removal was not specially called out and therefore was not included in the GMP pricing. There are other conditions on the project where existing storm drainage lines remain in place, which is why it was presumed that this existing line was not to be removed. International Order of Operating Engineers - $4,840.59 Crane School Power Pole —The relocation of the existing power pole was to be performed by others therefore was not included in the GMP. The City of Fort Worth's TCP department asked Sundt to relocate it and include costs as an allowance request. Crystal Lake Striping Adjustments - $8,670.31 Work zone removable markings were placed per the traffic control plan phase 1 stage 1. Once the work was completed, Eagle Mountain -Saginaw ISD expressed that the work completed was not sufficient for the area. After reviewing the work completed in the area, it was agreed that additional markings would be placed. This work is addition to the work identified on the GMP documents. SUNDT RFI Reference No: SUNDT-RFI-000022 Request For Status: CLOSED -OUT Information 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: Unforeseen Concrete Underneath Asphalt Upon removal of the asphalt in the areas between STA 128+00 & 145+00 and STA 149+00 & 174+00 (identified in the attached drawings) it was discovered that there was a section of concrete (4,200 LF, 5' Wide, 6" Thick) beneath the asphalt that was not identified on the contract removal plan. In summary, there is approximately 2,333 SY of removal and haul off needed to be performed in order to continue subgrade preparation in these areas. Due to this material being unforeseen, the additional work required is slowing production in this phase of work causing the excavation to take longer than the schedule allows for. Proposed Solution : Remove and haul off the unforeseen material so that excavation and subgrade preparation can continue. Response Due 15 November 2024 Priority : NORMAL - Normal Co -Author By: Number: Discipline : CIV - Civil Area Estimated Cost Estimated Time Impact: Impact (Days): Document Reference: Sheet 145-151 RFI by: Joel Holcomb, SUNDT Created By: Joel Holcomb, SUNDT Last Edited By: Joel Holcomb, SUNDT 01 - RFI Response System : On: 11 November 2024 On: 11 November 2024, 03:13:43 PM -7:00 On: 11 November 2024, 03:15:45 PM -7:00 Joel Holcomb, Sundt Construction, Inc. 11.26.2024 12:42 PM City of Fort Worth agreed that material needs to be removed to move forward with construction. Pricing will be submitted via AR. RFI to be closed in E-builder. Alejandra Ayala, Fort Worth TPW 11.13.2024 4:59 PM Requested comment on step PM Review & Response from Joel Holcomb (Sundt Construction, Inc.) with a respond by date of 11.15.2024. Please provide an estimate for the removal of the unforeseen concrete. Joel Holcomb, Sundt Construction, Inc. 11.11.2024 4:34 PM A document was attached Files Attached (1): RFI 22 Photos.pdf RFI 22 Photos.pdf (Version 1) Properties I Download I Redline I Remove RFI Response by: Created By: Last Edited By: Joel Holcomb, SUNDT Joel Holcomb, SUNDT Joel Holcomb, SUNDT On: 26 November 2024 On: 26 November 2024, 11:43:02 AM -7:00 On: 26 November 2024, 11:43:02 AM -7:00 -11IR .1 . . . . . . . . . 1A, LU MATCHLINE STA 9+00.00 I REVISIONS • o j I Xo. I I EX COMA BOX TO BE RE VED AND REPLACED BY OTHERS 1 ' ' Eo rrcv alXE aEmovnl NOTE EX SMALL SIGN TO BE REMOVED EX SMALL SIGN I EX POWER POLE TO E REMOVED 1 TO BE REMOVED I, AND REPLACED BY THERS EX CBC TO BE REMOVED /' I •� �' OT ERSM SY TO BE REMOVED AND REPLACED BY N HORIZONTAL PROP ROW 'x I ,\H -- nn j O ICV EX dNHOLE TO BE REMOVED AND REPLACED n` �O� _........................ EX RCP TO BE REMOVED j \_ II"x57pL5GALE: 120= AD' WITHIN LIMITS OF EX ASPHALT TO BE REMOVED - EX ROW 22"x39" SCALE: I' = 20' _ _ _ EX $MALL Q EX HEADWALL TO BE REMOVED {{((,, EX RCP TO BE— SIGN TO (- GROUT FILLED Q BE REMOVED O (l 7 O _ ____ _ I II PR O CL C Rji ROTE EX GHT LE O ___-_-_,__ ----- — — ----- II CROM}4 LL JA RIN �j TO MAIN USE AU" � C �! TI _ jl REE RD DU NG AES Cor RUCT IJ n'- EX GAS BOX TO BE \•_ �'`. S REMOVED AND REPLACED N r BY OTHERS LEGEND z _ _ ARI . �R ._ RjT/�\ __ o �% Q ® ASPHALT REMOVAL 126�00 \___ _ _ _ _ _ _ _ _ F ® CONCRETE REMOVAL (n _:_ _- _ 125 1 +IL X B N ®DEVELOPER ONCRETE REMOVALRVE E LLJ SIDEWALK REMOVAL ROW______._______.________ �EX $MALL SIGN TO BE REMOVED POWER POLE TO BE REMOVED _z RIPRAP REMOVAL °"" aND REPLACED BY OTHERS J CURB/GUTTER REMOVAL NEX MANHOLE TO BE REMOVED ___-------- --------- X RbW ------ \_---"- `-1 am• ,` `-I EX ROW _„_„ _ AND.R�PlALEP- "- j _ - PROPOSED ROW EX POWER POLE TO BE REMOVED EX POWER POLE TO BE REMOVED U------- EXISTING ROW } AND REPLACED BY OTHERS F- AND REPLACED BY OTHERS OLE TO BE REMOVED j I`� ` EX HEADWALL TO BE REMOVED Q O AND REPLACED BY OTHERS j 5 f 7 EX 52" RCP TO BE EX CHAIN LINK FENCE TO BE REMOVED AND REPLACED j j REMOVED T O EX COMA BOX TO BE REMOVED AND REPLACED EX BARBED WIRE J _ _ _ _ _ _ _ Im �t EX HEADWALL TO BE REMOVED FENCE TO BE REMOVED AND EX MANHOLE TO BE REMOVED I \\ice -""Pf20P ROW ® _ _ _ _ I r,,,_„_,._.._. _ _REPLACED EX HEADWALL TO BE REMOVED z EX 36" RCP TO BE REMOVED PROP ROW y EX 52" RCP TO BE REMOVED j Ia j'I EX POWER POLE TO BE REMOVED w AND REPLACED BY OTHERS EX MANHOLE TO BE REMOVED ` I 2 EX SMALL SIGN TO BE REMOVED w �1 I� EX COMM BOX TO BE REMOVED AND REPLACED BY Q MATCHLINE 11+0 .00 OTHERS F I � I I a EX SIGN TO BE RE VED PROTEC EX LIGHT POLE TO ~ REMAIN - USE CAUTION DURING ', :ro'Isa PROTECT EX LIGHT POLE TO ALL CO STRUCTION ACTIVITIES E CAUTION DURING N se}SCeyf41 '�•z EX ROW ______S --------------------------------- - ---- --REMAIN --U ALL LONSTR CTION dCTIVITIES - DEVELOPER PVMT TO BE REMOVED----------- --- ------------------------ OEXNIs _RAY IIQIII ;........ _.. § i Q O I4, ti (ICEXSf; fi� 0 FYI ^YNN O O% O G) \ PROP fL CMCR N — To IURNS �M DONNELL ENG I NEEA NGWF IRN f-84 Q CR WEL MAR NE CR EK R _ ._ Q H •IK- TPW WAT PROJECT E F -2964 'SEVER PROJECT •X-27Y4 SEWER PROJECT •X-PJSl4 'SEVER a 5 N •0032•0 CITY OF FORT WORTH, TEXAS W___________ W Z ___ _________________________.__ EX ASPHALT TO BE REMOVED _ _, EX ROW O -- Z TRANSPORTATION AND PUBLIC WORKS US ti _ J = 7, / EX GUARDRAIL TO BE REMOVED O J = () H INFRASTRUCTURE DESIGN &CONSTRUCTION GROUP J2 EX POWER POLE TO BE REMOVED EX POWER POLE TO BE REMOVED Q O �W Q AND REPLACED BY OTHERS AND REPL ACED BY OTHERS CROMWELL MARINE I o 4 a3 CREEK ROAD Y w m @ EX POWER POLE TO BE REMOVED EX BARBED WIRE FENCE TO BE REMOVED AND REPLACED BY OTHERS U AND REPLACED REMOVAL PLAN PROP Row STA 124+50 TO STA 133+00 a o�R � oI'„ NOTE: s T Xor re w 3i NOT CITY REVIEW AND APPROVAL OF THESE PLANS IS NOT APPROVAL TO REMOVE ROW PARKLAND TREES. ID-1-1 Hms O " o CONTRACTOR OR CITY PM SHALL OBTAIN A TREE PERMIT FROM PARD CITY STREET AND THE CITY FORESTER PRIOR TO REMOVAL OF ANY SCALL qTE SHEEr n CITY TREES. CONTACT 817-392-5729 OR 817-392-5739 OR CITYTREEPERMITS•FORTWORTHTE XAS.GOV. CHECKED DRI scuE=r=zo varzozs las � PROTECT EX LIGH' POLE TO PROTECT EX LIGH' POLE TO I REMAIN - USE CAUTION DURING REMAIN - USE CAI TION DURING ALL CONSTRUCT1011 ACTIVITIES ALL CONSTRUCTIO1 ACTIVITIES I I __________I _______._EX ROW __________________ _ _______._________-� _ ---------- ___._ _ ___� O O + 11) H LJ Z J U H Q .._.._.._.._.._.._.._..PROP ROW ANDrREPLACEDcBYVOTHERSmVvcV ANDr REPLACEDcBYvOTHERS�cV Q H Cn LJ Z J U H Q PROTE:T EX LIGHT POLE TO PROT\CT EX LIGHT POLE TO REMA14 - USE CAUTION DURINi REMAI. - USE CAUTION DURI \^, ALL C)NSTRUCTION ACTIVITIEi ALL ♦ONSTRUCTION ACTIVITI►5 ---------- ----- -yn� _ • =__ = -_= _-_--- _-_ O O O 0 / Lx ROW___________ ______________---------- LJ Z 0 J PROP fL CMCR 1 = EX POWER POLE TO BE REMOVED EX POWER POLE TO BE REMOVED— ~ AND REPLACED BY OTHERS AND REPLACED BY OTHERS Q .._................................................................. PROPROW._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. REVISIONS IX° er ascRlvrlox I ° E I I HORIZONTAL SCALE: II: I" 20' II"x17" SCALE: I- = 40' 22"x3A" SCALE: I' = 20' LEGEND ® ASPHALT REMOVAL ® CONCRETE REMOVAL ® DEVELOPER CONCRETE REMOVAL — SIDEWALK REMOVAL RIPRAP REMOVAL CURB/GUTTER REMOVAL ....... PROPOSED ROW ------- EXISTING ROW E11 23 tTl" rvF'TC q3, 5: y4 Wf, J RAY MRMY $ iREXXISY�l1 ___.� _• �C✓•UII /J_ �BUR_T' "° M�DONS N N E LL EN°INEERING FIRM F-BA CRY PROJECT -w2 TPW PROJECT X-2*4 WATER PREHECT •X-9574 SEWER PROJ&T •X-27Y4 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE CREEK ROAD REMOVAL PLAN STA 133+00 TO STA 141+00 NOTE: I s 5 OF 18 CITY REVIEW AND APPROVAL OF THESE PLANS IS NOT APPROVAL TO REMOVE CITY STREET ROW AND PARKLAND TREES. THE °ESGrvE° Hms —L 1ATE ET SHEe-r CONTRACTOR OR CITY PM SHALL OBTAIN A TREE REMOVAL PERMIT FRpA PARO CITY FORESTER PRIOR TO REMOVAL OF ANY (CHECKED DRI CITY TREES. CONTACT 817-392-5729 OR 817-392-5739 OR CI TYTREEPERMITSPFORTWORTHTEXAS.GOV. scuE=l=z° I�srz°z3 lae a 8 A EX LIGHT POLE TO BE REMOVED AND EX REVISIONS w FOUNDATION TO BE BURIED ET �-I o oEsca�artoa i y' PROT T E% LIGHT POLE TO BRING SALVAGED INFRASTRUCTURE TO JAMES AVENUE SERVICE CENTER IN FORT WORTH, I I REMAI - USE CAUTION DURI DEVELOPER PVMT TO ALL STRUCT ION ACTI'.T. EX COW: CURB TO BE R MOVED BE REMOVED _ _ _ ---------- - - ___ - _ _ _ _ __-__ - HORIZONTAL R�.__________ ______..____ - SCALE: I" 20' \ II"x1T" SCALE: 1' 40' 22"x34 SCALE: I' 20' -iJ- D - n 2 "CMCR z m n LEGEND ASPHALT REMOVAL D ® CONCRETE REMOVAL TTT ® DEVELOPER CONCRETE REMOVAL EX ROW /1 � SIDEWALK REMOVAL J/ EX SMALL SIGN LE TO J TO BE REMOVED BE REMOVED + O 0 RIPRAP REMOVAL RB/GUTTERREMOVAL EX POWER POLE TO AND REPLACED BY O X --- PROPOSEDROW BE REMOVED AND REPLACED BY O OTHER p EX POWER POLE TO REMOVED E% ELEC SYSM TO BE REMOVED BREMOVED E AND REPLACED BY OTHERS AND REPLACED BY ._.._. _OTHEBS.. _.. _.. _.. _.._.._. •_•_.._.._.._.._. ..................................................... PROP ROW MATCH PROTECT STRUCTURE IN PLACE EX CONC CURB TO BE REMOVED �] •~•. ROW EX POWER POLE BE REMOVED AND REPLACED BY _ OTHERS O TO REMAINRCB EX ET T O / / C + 6ROM ffLL ARIN CRE K RD _ L(j a / _ H (/� -X HEADWALL TO BE REMOVED — II EX POWER POLE TO BE LLJ �O REMOVED AND REPLACED _ Z BY OTHERS EX CONC CURB TO J BE REMOVED = EX POWER POLE TO BE REMVED U AND REPLACED BY OTHERS F-- COW BOX TO BE RELOCATED BY /THERS Q EX TRAFFIC SIGNAL TO BE R . REPLACED BY OTHERS EJUELEC BOX TO BE REMOVED AND REPLACE EX LIGHT POLE TO BE REMOVED AND FOUNDATION TO BE BURIED EX POWER POLE TO BE REMOVED f _ _ _AND REPLACED_ BY_ OTHERS J/ P OW Ex CONC SIDEWALK TO BE-` REMOVED --` EX FIRE HYD ANT TO BE REMOVED AND REPLACED —:i / V / V - MATCHLINE EX CONC CURB TO BE REMOVED STA 9+00.00 o EX INLET TO BE REMOVED .EX 21" RCP TO BE REMOVED I• S EX TRAFFIC SIGNAL TO BE REMOVED AND REPLACED BY OTHERS n EX HEADWALL TO BE REMOVED EX SMALL SIGN c: .';� �•. TO BE REMOVED � PROP ROW t ,` `EMANRPACDYEEX% ELEC SYSTOBE VEOTHERS - FIRE HYDRANT TO BE REMOVED AND REPLACED .r.PROP Q CMCR _ _ EX_RO_W_ � _ _____________________ TO BE RELOCATED p I O5 E) ROP dLET BE MOVE O X 39" RCP O BE OVE CR MWEL MAR EC EK + I p- - - 7.00 EX SMALL SIGN TO BE 148.00 - -- - - - S �RENOVED BY OTHERS EX ASPHALT TO T® I BE REMOVED � 4W EX TRAFF C SIGL,AND FFUNDATJON Z OTHEBE R5REIV NATEA L nED C EX LIGHT POLE TO BE LRfE EX CONC SIDEWALK TO BE � REMOVED EX CONC CURB TO BE REMOVED t aA.J .:........................ oDws ur nFnx: 5T ...� VURNS "r'r.TE -` 00 M DON N E L L ENG INEEa14 iSL F-AII CRY —CT •p.WP TM' P KUECT -K-Z WATER PRWECT-X-27574 SEWER PflWECT-X-Y7574 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE rc CREEK ROAD Y w U 00T REMOVAL A3 STA 14141 -00 TO STA 49+00 a EXICONC TO BE REMOVED NOTE: CITY REVIEW AND APPROVAL OF THESE PLANS IS NOT APPROVAL TO REMOVE CITY STREET ROW AND PARKLAND TREES. THE CONTRACTOR OR CITY PM SHALL SHEET E OF 18 3 ROBTA INEMOVALAOFRANYEE REMOVACITY TREER ISM CONROM PABRD 392Y5FORESTE817R392-5739 OR DEEK3NED: HMB SCALE. SHEET A 11+00.00 CITYTREEPERMITSWFORTWORTHTEXAS.GOV. CHE`S' FM I ScuE=t•=so' ovvxoza I 147 CHECKED: DRI �A I EX WOODEN FENCE TO BE REMOVED AND REPLACED Ex COMM BOX TO BE REMOVED AND REPLACED BY OTHERS I ._... ............. EX PROP RiW. _.. _.. _.. .. _.._.._.._. ________ _ ROW__ ___________ O O O O O Q I EX MANHOLE TO BE REMOVED O AND REPLACED o EX END TREATMENT TO M BE REMOVED Z � w I I .__________________-_- J 30" PIPE TO REMOVED EX END TREATMENT I TO BE REMOVED H PROP ¢ CMCR� � LJ iL ADJUST EX SIGN TO JJT PROPOSED GRADE _ Z ADJUST EX SIGN TO J CROMWELL MARINE CREEK RD PROPOSED GRADE Ex LIGHT POLE TO BE REMOVED AND Ex = U EX LIGHT POLE FOUNDATION TO TO BE REMOVED BE BURIED AND E% FOUNDATION TO BE BURIED BRING SALVAGED INFRASTRUCTURE TO JAMES �11/IIIIf uFR`C�TR, f� RC TOTO �IpMFG VE ANIIE SERV IfF fFNTFR IN FART WORTH T9 Q 1 =_II`1�f :2 vi Fe l EX ROW I I I I I � I I I NOTE: CITY REVIEW AND APPROVAL OF THESE PLANS IS NOT APPROVAL TO REMOVE CITY STREET ROW AND PARKLAND TREES. THE CONTRACTOR OR CITY PM SHALL OBTAIN A TREE REMOVAL PERMIT FROM PARD CITY FORESTER PRIOR TO REMOVAL OF ANY CITY TREES. CONTACT 817-392-5729 OR 81 7- 392 -5739 OR ¢ CITYTREEPERMITSPFORTWORTHTEXAS.GOV. � X WOODEN FENCE TO BE REMOVED W O M ! EX WOODEN !FENCE TO BE REMOVED AND REPLACED M AND REPLAQ ED Z EX RETAINING WALL TO BE REMOVED % ROW 1 -__-_-_-_-_-_-_-_------------------_-_____._._._ _._ _ _ _._________._.___._._._.___._________________ (n '00 154.00 "D.."S6 0 1. LIJ —PRO. fL CMCRfL CMCR—Lf'kJ1 Z H 0 I 0 / + Ln Q 1n J = H EX LIGHT POLE FOUNDATION TO BRING SALVAGED SE RVICE AVE TO BE REMOVED AND EX J BE BURIED INFRASTRUCTUCENTER INRE TOR JAMES EX LIGHT POLE TO BE REMOVED AND EX FOUNDATION TO BE BURIED BRING SALVAGED INFRASTRUCTURE TO JAMES AVENUE SERVICE CENTER IN FORT WORTH, CROMWELL MARINE CREEK RD J = Q �Q EX ROW REVISIONS I1 eT ascalvrlox y I I I I HORIZONTAL N n- _ on' 40' SCALE: I" • 20' 11"x17, SCALE: 1- = 40' 22"x34" SCALE: 1' = 20' LEGEND ® ASPHALT REMOVAL ® CONCRETE REMOVAL ® DEVELOPER CONCRETE REMOVAL — SIDEWALK REMOVAL RIPRAP REMOVAL CURB/GUTTER REMOVAL ....... PROPOSED ROW ------- EXISTING ROW K 2 0 r Qa U a E11 23 0 ipq sipt.. y11 N f W, -E MWW '"'(((( <10EXsf;'z �C1UI1 /J_ N S SURE 00` RD �BUR M�DON N E LL ENGINEERING FIRM F-R5 CRY PROJECT -W2 TPW PROJECT X-E064 WATER PREHECT •X-9574 SEWER PROJ&T •X-27574 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE a CREEK ROAD Y w K REMOVAL PLAN U z STA 149+00 TO STA 157+00 a SHEETT Or tR D—NNEo w o —E 1ATE SHEET CHECKED DRI SCPLE=t =PG 1/5I1G23 14B D= U I � I EX WOODEN FENCE TO BE REMOVED W AND REPLACED a M Ex COMM BOX TO BE REMOVED EX ASPHALT TO BE REMOVED AND REPLACEO BY OTHERS J = CROMWELL MARINE CREEK RD U H Q EX ROW NOTE: CITY REVIEW AND APPROVAL OF THESE PLANS IS NOT APPROVAL TO REMOVE CTY STREET ROW AND PARKLAND TREES. THE CONTRACTOR OR CITY PM SHALL OBTAIN A TREE REMOVAL PERMIT FROM PARD o I [E I CITY FORESTER PRIOR TO REMOVAL OF ANY CITY TREES. CONTACT I 817-392-5729 OR 817-392-57 CITYTREEPERMITSPFORTWORTHT O O O O Q H in W Z J S H Q EX LIGHT POLE TO BE REMOVED AND EX 01 O U O + u� W Z REMOVED AND EX J IJ T F8UNDATIO616 BE BURIED­1-1.1—" —1— 1ncr_1 — FOUNDATION TO BE BURIED REVISIONS law er ascalvrloN y I I I I HORIZONTAL n n` �J SCALE: I" 20' II"x17" SCALE: 1' = 0' 2 22"x39" SCALE: I' = 0' LEGEND ® ASPHALT REMOVAL ® CONCRETE REMOVAL ® DEVELOPER CONCRETE REMOVAL — SIDEWALK REMOVAL RIPRAP REMOVAL CURB/GUTTER REMOVAL ....... PROPOSED ROW ------- EXISTING ROW K 2 w 0 Q r ¢a U 3 F itl 23 I 1 E 0 ipq sipt.. yll N f W, RA RR Y $ i9EXXI59�11 ___.�.• O<ICEXsf; V O + BURNS s111.E;0`RD M S DON N E LL ENGINEERING FIRM f-R4 PROJECT •IOIOIP CRY PROJECT F -2R64 Q I WrPWATER WATER PROJECT •X-27Y4 •X-PJSl4 SEWER PROJECT In CITY OF FORT WORTH, TEXAS W TRANSPORTATION AND PUBLIC WORKS Z INFRASTRUCTURE DESIGN _ & CONSTRUCTION GROUP U H o Q CROMWELL MARINE o CREEK ROAD w K REMOVAL PLAN U z STA 157+00 TO STA 165+00 a SHEETX OF 18 D—E. w O SCALE CATE SHEET CHECKED DRI SCPLE=t =P0 1/5I]GT3 199 D= U NOTE: I REVISIONS CITY REVIEW AND APPROVAL OF THESE PLANS IS NOT APPROVAL TO REMOVE CITY iXw. er ascalvrlox y STREET ROW AND PARKLAND TREES. THE CONTRACTOR OR CITY PM jHALL OBTAIN A EX 29" RCP TO E% 29" RCP TO TREE REMOVAL PERMIT FROM PARD CITY FORESTER PRIOR TO REMOVAL OF ANY CITY BE REMOVED BE REMOVED — TREES. CONTACT 817-392-5729 OR 817-392-5739 OR CIT YTREE PERMITSPFORTWORTUjEAtI`HGW-TO BE REMOVED EX END TREATMENT TO EX END TREATMENT TO N I BE REMOVED BE EX REMOVEDND ATMENT TO BE REMOVED HORIZONTAL I SCALE: 1" 20' EX ROW II"x17.. SCALE: 1' = 40' Q ________________________ - __ _ __ _ __ _ ______ ____ ___________122"x34 SCALE: 1• = 20' Q EX SIGN TO BE REMOVED - "- - ---- AND REPLACED Ga EX SIGN TO BE REMOVED p 0 AND REPLACED p Q Q + .� Ln Ln R0 L MA INE EEK D + Q Q Q Q LEGEND ~ T Q ® ASPHALT REMOVAL in - 16'00 - -1 i-. - ____ ____ __-___-_-_-_--168r00 -'-' L-_-_._.________169�.p�-_-_-_-_ _ ®_ cn LJ PROP Q CMCR CONCRETE REMOVAL ��•, _ DEVELOPER CONCRETE REMOVAL Z_.. ._.. ._.. ._. .. _. ._.. ._.. - - - _ L.I.J — = J RIPRAP REMOVAL CURB/GUTH ` '/ U-••-••- PR POSED ROW ER REMOVAL � I Q------- EXISTING ROW Ills ----EX POWFPR POLLE TO gE REMOVED- -------_-_ EX INLET TO -- --------- - -- ----_----- - --- - ---- -E% ROW -- -_--EX CON' CURB TO BE REMOVED -- - - - I AND RE LACED BY OTHERS BE REMOVED IV ICV ® EX CONC SIDEWALK TO BE REMOVED II EX LIGHT POLE TO BE REMOVED AND EX SMALL SIGN TO BE REMOVED 1 FOUNDATION TO BE BURIED ll EX CONC TO BE REMOVED — O j EX POWER POLE TO B�� EX LIGHT POLE TO BE AND REPLACECQ, OTHERS. I EX SMALL SIGN TO BE REMOVED REMOVED AND FOUNDATION Y J AND REPLACED TO BE BURIED w 0 a I o I r I l as¢ EX 24" PIPE TO BE REMOVED EX LIGHT POLE TO BE T o I� EX 24" RCP TO BE REMOVED U N REMOVED AND EX .N ?� FOUNDATION TO BE BURIED F ADJUST Ex WATER SYS TO PROPOSED GRADE I EX END TREATMENT TO j EX END TREATMENT TO BE REMOVE BE REMOVED E% END TREATMENT TO BE REMOVED Ilof zs - - - -__-- --- --I-- I I -__J_ - --- -- - - l== Ali. —_EX R9Yl----------------------------------------- — — —'1------ --I- — ----- ...... Rer Wxul (ICEXSf; fi O _. _j__ ___ ____ i__ O Q 9// Q + f + BURNS s�.E "° 0 �M�DON N E LL EN°INEERIN° FIRM f-Re5 CRY PROECT -W2 TAW PROJECT X-EA69 Q Q WATER PROJECT •X-9574 SEWER PROJECT •X-27Y4 a 5 (n �/ j70,00 /71 •00 �� 2.00 o 1 74 (/) CITY OF FORT WORTH, TEXAS ZI-Li _.. .- .. .. .. .. _.. _.. ._.. `l TRANSPORTATION AND PUBLIC WORKS J M NE EE INFRASTRUCTURE DESIGN US �11 2 S & CONSTRUCTION GROUP �Wff$ Q Q CROMWELL MARINE < r( : I CREEK ROAD Y EX SMALL SIGN TO _ ______ EX ROW_ _ _ _ ._ _ BE REMOVED i'; E% CONC CURB TO BE REMOVED O EX CONC TO BE REMOVED T '� EX CONIC SIDEWALK TO, REMOVED REMOVAL PLAN X LIGHT P TO BE REMOV ` EX FIRE HYDRANT TO BE REMOVED AND REPLACED STA 165+00 TO STA 174+00 ON TO BE BURI �¢ < SMALL SIGN TO ! Fo n BE REMOVED I W EX INLET TO BE REMOVED I it s X Or 1X w EX SMALL SIGN TO j FFX LIGHT POLE TO BE REMOVED AND D—NED HMS SCALE 1ATE T SHEET 2 "• BE REMOVED - j OUNDdTION TO BE BURIED vrt� IfM O CHECKED DRI SCPLE=t=PO 1/5IP023 150 U REVISIONS N - � I � ivz! oEE txee,Eo ,xEEs ,o eE xEuovEo ax fso,Ecreo. I I I I I 3Y OTHER �F� N HORIZnO�NTAL An -- iL(p50L{NA�GOR-gPgEOEACONDTO---- n BE SRELOC4Y'V ��— SCALE: I" • 20' II" 17" SCALE' I' = AD' ------------------ x = ,..-..-.. 1 ------ — 22*' 39" SCALEr 1' 20' 0 � I 0 0 0 / Ln 00 n 21" RCP TO BE REMOVED �— Q LEGEND ASPHALT REMOVAL CONCRETE REMOVAL W LyJ ® DEVELOPER CONCRETE REMOVAL ._.. ._.. .._.. .._. .. _. ._. .._. _.. _. _.._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. _.. _ S '• _ IDEwALK REMOVAL J OMW L INE REE D i• J RIPRAP REMOVAL CURB/GUTTER REMOVAL ....... PROPOSED ROW EXISTING ROW EX GUARDRAIL TO EX RCP TO RE BE REMOVED BE REMOVED EX CONC CURB TO BE REMOVED EX INLET TO BE `EX PoWER POLE AND ELEC SYS REMOVED xuMXen ...... aw,s saexnxc xam: FxxX XE wonxsen TO REMA N EX CONIC TO BE REMOVED �xl EX STRE�T LIGHT TO BE REMOVED x POWER POLE TO BE REMOVED j AND REPLACED BY OTHERS EX CONC SIDEWALK TO BE REMOVED cmroxwao0 2 orroxwoo0 I corroxwoo0 � � w cono�xw000 OJ cort x D mwws o[Lraircs xo j R MOVE 850 v 8x5 i�xE COTE I'Ll ' l a c PROTECT REMOVE ¢ 859 R VE REMOVE 4MOVE r U PROTECT �� B MOVE 849 R VE1. �_ 0' WATERLINE EASEMEN PROTECT SS 4 20 WATERLINE EASEMENT aazs lI xac.n rsu.wrr.. vex ~ 8855 ....... ............ .. .... ...... ....... ... .........---- _ _. ._ _________ ---------------- __ _______ v r av XaaCEXav cE�ns uEviwla xo _ _ _ _ eXvv ever I R58 VE _._._._._-_ rose _ax a ss a m t AND SON PARK "ear I REMOVE REMOVE L 859 857 EX ROW E% OW ---- a --------1.----- _-------------------------------------------_-------- 0—__--__— ___________________________________________________ __ 847--___ ___ g—__--_____—Q___ 00 REMOVE REMOVE t O•s�,p,� Lf) CD + _ EX 36" RCP TO MAIN / 0 j� //J,/'^a•'w lr xoEe aD PROP CMCR E% RET INING WALL TO REMAIN. + N BURNS SUt rE ro9 (\ EX RETA ryING WALL TO REMAIN. p I•r� (-' oeu es, x r52ao MODIFY RE NG WAL WALL TO MODIFY RETAINING WALL TO �M_DONNELL ENG I NEEx iNG FIRM c-- EX 21" RCP TO ACCEPT NE1J CONSTRUCTION ACCEPY NEW CONSTRUCTION OJ Q BE REMOVED EX SLAB/RAIL 70 BE REMOVED EATER •rororz �•WQ 1 I WQ I TRYPR6IECT—T X-9 H Q WATER PRC{IECT •X-9574 _ _ _ _I SEWER PR0./ECT •X-PJSl1 N 179.00 .— _ teo•O0-___._._._._._._. 181r0o —182 o_-_-_._._._._._ 1e3 (n CITY OF FORT WORTH, TEXAS Ld z 0 \ Z TRANSPORTATION AND PUBLIC WORKS _ CROMWELL MARIN CREEK RD J INFRASTRUCTURE DESIGN - - - -" Br 1 dge & CONSTRUCTION GROUP Q � __ _........._................._� ..------------- -- Q CROMWELL MARINE o E% CONC TO BE REMOVED'. -------------------------------_--E% ROW ---------------------- - CREEK ROAD EX 21" RCP TO BE REMOVED \, w \ EX CONC SIDEWALK TO BE REMOVED EX INLET TO BE REMOVED EX GUARDRAIL TO BE REMOVED U REMOVAL PLAN STA 174+00 TO STA 183+00 Q NOTE: CITY REVIEW AND APPROVAL OF THESE PLANS IS NOT APPROVAL TO REMOVE CITY STREET ROW AND ul PARKLAND TREES. THE CONTRACTOR OR CITY PM SHALL OBTAIN A TREE REMOVAL PERMIT FROM PARD Gry Ms SCnLE nTE s sr tsx o-tX L ITY FORESTER PRIOR TO REMOVAL OF ANY CITY TREES. CONTACT 817-392-5729 OR 817-392-5739 OR (CHECKED DR I scuE=t=so nrzou tst CITYTREEPERMITSPFORTWORTHTEXAS.GOV. K �► DBE �_ MBE CERTIFIED [:EIfIIFlE Cn�sR1t110P 8765 Stockard Dr #602, Frisco, Texas 75034 Email: jrosa@obraramos.com Cell: 214-973-4814 Texas MBE # HMMB2750ON0725 Texas DBE # HMDB42783NO724 Date: 1013012024 Bid Date: Documents: GC: Date of Plans: Attention: Joel Holcomb Specifications: Email: idholcomb(&sundt.com Soils Report: Project: Cromwell Marine creek Rd Addendums: Location: Cromwell Marine creek Rd, Fort Worth TX CHANGE ORDER REQUEST NO.02 Concrete under asphalt removal ITEM DESCRIPTION I UNITIQUANTITI TOTAL I 1 Total Labor LS 1 $ 3,958.60 2 Total Materials (Fuel) LS 1 $ 1,760.00 3 Total Equipment LS 1 $ 3,080.00 3 Trucking(8 trucks for one day -10 hours each) LS 1 $ 9,600.00 4 Bond LS 1 $ 571.97 TOTAL CHANGE ORDER REQUEST NO.02 $ 18,970.58 NOTES: *See price breakdown attached Extra concrete demolition and removal found after paving asphalt milling actitivies to reach final design excavation roadway elevations from STA 149+00 Huff ines to STA 174+00 Bridge about 2,500 FT and from STA 145+00 to 128+00 Bowman Robert about 1,700 FT Total 4,200 ft long x 5 ft wide x 6" thick (2,333 SY) Removal and haul off Authorized Signature of Acceptance Prepared By: Andres Ramos Phone:682-560-9247 email : andres@obraramos.com Obra Ramos Construction Project Name: Cromwell Marine Creek Rd Date 10/25/2024 Subcontractors Work Breakdown and Pricing Change Order #02 Reason for Change Order: Concrete under the asphalt ILabor I I I I I I I I I I I I Burden I I I I I I I I I I I Materials I Description of Products and Work Qnty Unit 1 Supervision mhr 2 Survey mhr 3 Dozer Op 40 mhr 4 Skid Op mhr 5 MG Op mhr 6 Compactor Op mhr 7 Laboror 40 mhr 8 Laboror mhr 9 10 Administration Fee 0.10 ea OH/Profit 1 Workers Compensation $2,477.10 mhr 2 Social Security $2,477.10 mhr 3 Medicare $2,477.10 mhr 4 FUTA $2,477.10 mhr 5 TEXAS UNEMPLOYMENT $2,477.10 mhr 7 G.L. $2,477.10 mhr 8 Sick Leave $2,477.10 mhr 9 Vacation $2,477.10 mhr 10 $2,477.10 mhr Labor Burden 45% OH/Profit I I I I I I I I Equipment/Subs I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Flexbase Ty A Tin Flexbase Ty D TN Select Fill El CY Poly Roll MISC MISC Fuel 320 gI Lime to OH/Profit PC 380 hr PC 360 hr PC 210 40 hr PC 138 hr PC D51 hr JD 850 hr JD 750 hr JD 700 hr 672G Motorgrader hr 772G Motorgrader hr JD 333 Skid with Blade hr JD 333 Skid Steer w/bucket hr Water Truck hr Trucking 0 J ea Mobilization ea OH/Profit Unit Extended Cost Cost 60.00 $0.001 45.00 $0.001 30.00 $1,200.001 30.00 $0.001 35.00 $0.001 30.00 $0.001 27.00 $1,080.001 27.00 $0.001 $0.001 0 7=94 $197.101 Labor $2,477.101 10.00 % $247.71 1 Grand Total Labor $2,724.81 1 12.50 % 1 $309.64 1 7.65%. $189.501 1.759/. $43.351 1.50%. $37.161 4.88 '/, $120.881 11.50 /. $284.87 1 2.50%. $61.931 3.00/. $74.311 0.00% $0.001 Total Burden $1,121.631 10.00 % $112.161 Grand Total Burden $1,233.79 50.00 $0.001 30.00 $0.001 45.00 $0.001 65.00 $0.001 $0.001 $0.001 5.00 $1,600.001 300.00 $0.001 $0.001 $0.001 Total Materials $1,600.001 10.00% $160.001 Grand Total Materials $1,760.00 80.00 1 $0.001 75.00 $0.001 70.00 $2,800.001 65.00 $0.001 65.00 $0.001 90.00 $0.001 78.00 $0.001 65.00 $0.001 95.00 $0.001 110.00 $0.001 65.00 $0.001 45.00 $0.001 50.00 $0.001 1,200.00 $0.001 550.00 $0.001 Total Equip $2,800.001 10.00 % $280.00 1 Grand Total Equipment $3,080.00 Total Labor 1 $2,724.81 Total Materials $1,760.00 Total Labor Burden $1,233.79 Total Equipment $3,080.00 BOND $571.97 Total for this Change I $9,370.58 SUNDT RFI Reference No: SUNDT-RFI-000023 Request For Status: CLOSED -OUT Information 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: Existing Structure between STA 122+00 & 123+00 During the excavation of dirt between STA 122+00 & 123+00, an unforeseen storm/sanitary structure was discovered (see attached drawing & pictures). This item was not identified on the removal plan and will need to be removed in order to continue with storm drainage work and subgrade preparation. Please confirm the structure is to be removed. Attachments: RFI-023-Existing Structure between STA 122+00 & 123+00.pdf Proposed Solution : Remove and haul -off unforeseen structure. Response Due 15 November 2024 Priority : NORMAL - Normal By: Discipline : CIV - Civil Area Estimated Cost Estimated Time Impact: Impact (Days): Document Reference: Sheet 144 RFI by: Joel Holcomb, SUNDT Created By: Joel Holcomb, SUNDT Last Edited By: Joel Holcomb, SUNDT 01 - RFI Response Co -Author Number: System : On: 11 November 2024 On: 11 November 2024, 03:40:17 PM -7:00 On: 11 November 2024, 03:46:10 PM -7:00 Dennis Ingram, Burns & McDonnell 11.13.2024 5:12 PM I reviewed the SUE data file and as -built plans, and I did not find any record/information of a storm/sanitary structure along eastbound Cromwell Marine Creek Rd between Sta 122+00 and 123+00. The structure is filled with dirt/debris and it does not appear to be actively in use or have bearing on proposed roadway construction. I suggest further physical investigation of the structure to confirm that it is not in use and can be removed without adverse impact to the roadway project. Alejandra Ayala, Fort Worth TPW 11.11.2024 5:33 PM Please respond to RFI by 11/12/2024. RFI Response by: Joel Holcomb, SUNDT On: 21 November 2024 Created By: Joel Holcomb, SUNDT On: 06 January 2025, 01:04:25 PM -7:00 Last Edited By: Joel Holcomb, SUNDT On: 06 January 2025, 01:04:25 PM -7:00 WLANS IS NOT APPROVAL TO REMOVE CITY STREET ROW AND .I TY PM SHALL OBTAIN A TREE REMOVAL PERMIT FROM PARD ,NY CITY TREES. CONTACT 817-392-5729 OR 817-392-5739 OR 14 O 0 1 _ �Q I.00 lea N ... ______._-------- J TO BE REMOVED = Y OTHERS U H Q PROP ROW ---------- -'i _.. _.._..--_.._.._.._.._.._............................... .. _.. _.. _.._-. .. _.. _.._.PRQF Rflii'.._.._.. _.. _.. _.. _. _. _. _.._.. _.. ........... _. 0 O 1 D O I _-_ ANDGAS REPLLACED BBEOTHERSED EX ASPHALT TO BE REMOVED --.--- __-� MO O--____.______ EX ROW ____ + ------------- _ o - - - ------------------------------------ - ----- - - - - r- N Z rT l _---- —- ---_Q •00 CROMWELL MARINE CREEK RD _/;-///- -___�4101 _ D 23:� ------------------ EX POWER POLE - I TO BE REMOVED y2 U AND REPLACED EX R- a1�S • F BY OTHERS i Aga Q EX COMB BOX TO C BE REMOVED AND C REPLACED BY OTHERS I EX 36' RCP EX ELEC BOX TO w "'REPLACED . B.Y,OTHERS I BE REMOVED AND EX POWER POLE - y TO BE REMOVED I ROPR R� R AND REPLACED I nW BY OTHERS 1 EX SMALL SIGN .. TO BE REMOVED BY OTHERS I $�=S REVISIONS No* SITE 11CI RF1DN 2 I I I HORIZONTAL SCALE: I" • 20' II"x17" SCALE: I' = AD' 22"x34.. SCALE: 1' = 20' LEGEND ® ASPHALT REMOVAL ® CONCRETE REMOVAL ® DEVELOPER CONCRETE REMOVAL — SIDEWALK REMOVAL RI PRAP REMOVAL CURB/GUTTER REMOVAL ....... PROPOSED ROW ------- EXISTING ROW K 2 W O Q H a 3 N Etl 23 CF..il9J still'. ti4 f W, r RAY IRRNY /f �Vys�Lir�( 0oE0` RD BURNS �M�DON N E LL ENDINEERINS FIRM F-815 CRY PROJECT •w2 TPW PROJECT X-EA69 WATER PROJECT •X-9574 SEWER PROJECT •X-27Y4 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE a CREEK ROAD Y REMOVAL PLAN U STA 116+00 TO STA 124+00 SHEET 3 OF 18 DEs-ED W SCALE ATE SHEET CHECKED DRI SCALE=1 ] 1/5I]°T3 tqq K U Obra Ramos Construction Project Name: Subcontractors Work Breakdown and Pricing RFI 023 - Existing Structure between STA 122+00-123+00 Reason for Change Order: Date Unit Extended o::<nga°°rvroaun:.°a wo.x Dirty Unit Cost Cost Labor 1 Supervision Ig I mhr 60.0�0 $480.001 I 2 Survey 10 I mhr 45.00 $0.001 I 6 Dozer Op I I mhr 30.0�0 $0.001 I 7 MG Op 10 I mhr 35.0�0 $0.001 I 8 Ex Op Ig I mhr 30.0�0 $240.001 I 9 Laborer 116 1 mhr 27.00 $432.001 I 10 $0.001 I 11 Ad-unnu0an Fee 0.10 ea $0.00 Labor $1152.00 OH/Prof[ 10.009°I $115.201 I Grand Total Iaborl $1267.20 I Burden 1 Workers Compensation $1152.00 mhr 12.50� $144.00I I 2 Social Security $1152.00 mhr 7.21 $88.131 I 3 Medicare $1152.00 mhr 1.75� $20.161 I 4 FUTA $1152.00 mhr 1.50 $17.281 I 5 TEXAS UNEMPLOYMENT $1152.00 mhr 4.88 I $56.221 I 7 G.L. $1152.00 mhr 11.50W1 $132.481 I 8 Sick Leave $1152.00 mhr 2.50° $28.801 I 9 Vacation $1152.00 mhr 3.00° I $34.561 I 10 $0.00 mhr 0.00° $0.001 Labor Burden 45% I Total Burden $521.631 I OH/Profit 10.00°°I .2.16I I Grand Total Burdenl $573.78 I IMaterlals I Flexbase Ty I I Tn 5o.o6$0.001 Flexbase Ty D I I TN 30.o6$0.001 Select Ril I I CY 45AVL $0.001 Poly I I Roll 65A6 $0.001 I MISC I I $0.001 I MISC I I $0.001 I Fuel 150 I gl 3.500 $175.001 I Lime I I to 300,6 $0.001 I $0.001 I $0.001 I Total Materials $175.001 I OH/Profit 10.00-/ $17.501 I Granr Total Materials I $192.50 I I EqulpmendJubs I I 1 PC 380 10 I hr 80.06 $0.001 I 2 PC 360 10 I hr 75.06 $0.001 I 3 PC 210 18 I hr 70.06 $560.001 I 4 PC 138 10 I hr 65.06 $0.001 I 5 PC D51 10 I hr 65.o6$0.001 I 6 JD 850 10 I hr go.o6$0.001 I 7 JD 750 10 I hr 78.o6 $0.001 I 8 JD 700 10 I hr 65A6 $0.001 I 9 672G Motorgruder 10 I hr 95.o6$0.001 I 10 772G Motorgrader 10 I hr 11ad $0.001 I 1 JD 333 Skid wdh Blade 10 I hr 65A6 $0.001 I 12 JD 333 Skid Steer w/bucket 18 I hr 45A6$360.001 I 13 Water Truck 10 I hr !L 50AV$0.001 I 14 TruGung 16 I hr 120.o6$720.001 I 15 Mabilization 10 I ea L 550.00 $0.001 I Total Equip $1640.001 I OH/Profit 10.00%I $164.00 I Gran, Total Equipment I 41804.00 I I Total Labor $1267.201 Total Materials $192.501 Total Labor Burden $573.791 Total Equipment $1804.001 1 BOND $76.751 Total or this Change I $9910.24 � I 0 SUNDT RFI Reference No: SUNDT-RFI-000025 Request For Status: CLOSED -OUT Information For Action: Alejandra Ayala, PE, City of Fort Worth - Transportation and Public Works Department Andrew Greer, SUNDT [Role: SUNDT RFI RESPONDER] Christopher Vizcarra, SUNDT [Role: SUNDT RFI RESPONDER] Jaz Mwiseneza, SUNDT [Role: SUNDT RFI RESPONDER] Joel Holcomb, SUNDT [Role: SUNDT RFI RESPONDER] Project: Cromwell Marine Creek Road Widening Improvements Subject: Existing Street Light at Bob Hanger St 7+55 The removals and illumination plan calls to protect the existing streetlight on Bob Hanger St through the duration of the project. However, the traffic control plan calls for a temporary detour to be installed where the existing light exist. In order to install the temporary detour as shown in the plan, the light will need to be removed and re -installed at a later date. Attachments: RFI 025 Drawings.pdf Proposed Solution: Remove and reinstall the streetlight. Response Due 11 December 2024 Priority By: Discipline: ELE - Electrical Area Estimated Cost Impact: Document Reference: 60,157,477 RFI by: Joel Holcomb, SUNDT Created By: Joel Holcomb, SUNDT Last Edited By: Joel Holcomb, SUNDT 01 - RFI Response NORMAL - Normal Co -Author Number: System Estimated Time Impact (Days): On: 06 December 2024 On: 06 December 2024, 08:29:32 AM -6:00 On: 06 December 2024, 08:40:02 AM -6:00 Dennis Ingram, Burns & McDonnell 12.13.2024 2:11 PM The existing streetlight along Bob Hanger at station 7+55 can be removed and re -installed to facilitate construction. Alejandra Ayala, Fort Worth TPW 12.09.2024 6:42 PM Please respond by COB 12/10/2024. RFI Response by: Joel Holcomb, SUNDT On: 13 December 2024 Created By: Joel Holcomb, SUNDT On: 06 December 2024, 08:40:25 AM -6:00 Last Edited By: Joel Holcomb, SUNDT On: 06 January 2025, 01:13:48 PM -6:00 REVISIONS IHo er ascRlvrlox I • E I I I HORIZONTAL non' y0 SCALE: 1--- 2-0'' 11"x17" SCALE: 1' = 40' 22"x34" SCALE: 1' = 20' LEGEND PERMANENT CONSTRUCTION THIS PHASE HIGH -EARLY PAVEMENT THIS PHASE �nnbM PER ANENT DRAINAGE/CULVERT THIS TEMPORARY PAVEMENT THIS PHASE COMPLETED PERMANENT PAVEMENT COMPLETED TEMPORARY PAVEMENT A WK ZN PAV MRK REMOV (W) 4"(SLD) B WE ZN PAV MRK REMOV (Y) 4"(SLO) C WK ZN PAV MRK REMOV (Y) 4"(BRK) z� D WK ZN PAV MRK REMOV (Y) 4"(SLD)(DSL) E WK ZN PAV MRK REMOV (W) 4'IBRK) F WK ZN PAV MRK REMOV (W) 24"(SLD) G EXISTING PAVEMENT MARKING IW) TEMP CONSTRUCTION H EXISTING PAVEMENT MARKING lY) EASEMENT BEGIN TEMP PAVEMENT MARKING t— TRAFFIC DIRECTION Q, HUFF ST1 5.97. 48 11. 85' LT • • CHANNEL NO DEVICES BEGIN TAPER --------------' • • ■ VERTICAL PANELS C HUFF STA058998.36 --- - - LOW PROFILE RICHCONC BARRIER I --I TYPE 111 BARRICADE D--- PROPOSED ROW CHANNELIZINf� DEVICES - -_ - - - VERTICAL PANELS EX ROW ------- EXISTING ROW END 50 F SPACING-- - -- __45 FT SPACING-- ----------- - ---'-- ROAD WORK = -------- EASEMENT BOUNDARY r NOTES; z I. ACCESS TO ALL COMMERICAL AND _ \ RESIDENTIAL DRIVEWAYS MUST BE --- -- # ; E m MAINTAINED DURING CONSTRUCTION. BOB HANGER ST _ _ -� - � 2. REFER TO ROADWAY, BRIDGE, DO ADVANCED WARNING -6.00 �•�----------------- - -�-- �- - - - - _ -- _ - �00- - - - - - --�- - - - RETAINING WALL, PAVEMENT MARKING & SIGNS SEE BELOW a��/ D SIGNING, AND DRAINAGE PLANS FOR / SPECIFIC DETAILS. CID END TEMP PAVEMENT MARKING Q HUFF_ STA I5.75. 50 -- - __- - Q I .98' LTT Q t 2a CHANNELIZING DEVICES _ �ptc, oi,r49s 2 25 F O T SPACING _..-------PROP ROW_..-.. .�� .. _.. _.. _.._. O _.._.. _.._. O .._.--.-- -----. _..------_ ,. _.. ._.._.._ .. _..—.._.._.._..—. .� .._ _.-_. — -_ S'OEXNIsRY IIR4ML• 4. ROAD 300" RIGHT 450" E 4 «cExsE.fi� WORK SHOULDER VHS AHEAD CLOSED °SUP 21 -5AR czo-sre W20-1 , BU R N S SUITE 00` RD 2MPH5 Wlb _ MSDONNELL END I NEER ING FIRM f-84 'I PRNECT -X- WPW PRFI E F'X29 4 WATER PRCHECT -X-27Y4 SEWER PR0./ECT •X-PJSl4 ? 5 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS k INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP �S � CROMWELL MARINE 4a CREEK ROAD TRAFFIC CONTROL PLAN PHASE 1 STAGE 2A 'y BOB HANGER ST �Anw ED � ATE SHEET 17 of 19 SCALE SHEEP CHECKED DRI SCALE• 1••20' HIS ot/e 2— E I I CONC TO BE REMOVED I EX CONC CURB TO BE REMOVED [11 FSIDEWALK LIGHT POLE T)�E R MOVED AND FOUNDATION TO B� URI D I FEX BRING SALVAGED NF RAS RU TO JAMES AVENUE SERVICE I:EIiTERI IN FORT WORTH, TX AV _ El 1 " EX ROW O ---- ---_____ _— 0 _____.__-__________. O � HUFFINES BLVD W S Q-------_------ ----- '---'---'- � EX ROW -- ________________________ --- EX CONC TO BE REMOVED - EX LIGHT POLE TO BE REMOVED AND FOUNDATION TO BE BURIED BRING SALVAGED INFRASTRUCTURE TO AVENUE SERVICE CENTER IN FORT WORTH,TH, TX ox PAVEMENT MARKINGS TO BE i I H° eYE z I REVISIONS HORIZONTAL 0' 4�' SCALE: I" • 20' II"x17" SCALE: 1' = 40' 22"x39" SCALE: 1' = 20' LEGEND ® ASPHALT REMOVAL ® CONCRETE REMOVAL ® DEVELOPER CONCRETE REMOVAL - SIDEWALK REMOVAL RIPRAP REMOVAL CURB/GUTTER REMOVAL ....... PROPOSED ROW ------- EXISTING ROW K 2 W O Q H a 3 z itl 23 1 0� Tp 4f Wf, PI f RAY IR4AY $ iREXXISY�11 ___.� _• �C1UI1 /J_ SURE 00L "° �BURNS MSDON N E LL ENLINEERINL FIRM f-RA5 CRY PROJECT •w2 TPW PROJECT X-2*4 WATER PRCMECT •X-9574 SEWER PROJ&T •X-27Y4 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE a o CREEK ROAD Y w REMOVAL PLAN U z BOB HANGER ST & HUFFINES BLVD a SHEET16 OF is DEs-ED HMS w —E nTE/51P023 1SHEET CHECKED I sCFLE 1 ]L 15] DHM U `� ,_...,. .a3..•ow:, r}i.41.� ,,..."`�.:fcf..x>_.-:'^�ba xL'�._`�4^r��%•a'-. D EX RO ZO--------------------------- m GER ST_._._._._.__--- ._.__----- ._.--- I_._._._._._._._._._._._._._. ------- I 00 8•!�1 9• � Ir/ D O --------------- ST E T LIAND_ JPRO �LT EXISTING � O 4B --LIGHT NE— 105 \\ I —I l05 — l05 lay \=c TO LED d 3 ❑ 1199 --SEE REMOVALS PLANS R-I61 SEE NOTE 9 BL --LP-EX-3 INTERCEPT EXISTFL HUFF STA. 12. 0. 00 CONDUIT 38.75' LT u u ____-_-_____-___E_ + (d O � lMM lMM U lMN )— IMM U) _._._._._._._._._.................. {----------------------------------- I_._._._._._._._._._._._._._._._._._ �._._._. . a $ 00 12.00 HUFFIN:S BLVD 13.00 14.00 LLJ Ire S — �YL — — l3 —__ - ROW _____._ ______ _ _ __- _______ EX UCd £ y SEE REMOVALS PLANS 8-11 PRO<TELT EXISTING STREET LIGHT S SEE NOTE 9 INTERCEPT EXISTING AND UPGRADE LUMINAIRE TO LED 3Ca' CONDUIT RUN R _160 LP-EX-2 ' 30.75E RTd. I2.10. 00 �A REVISIONS lWON AT ascalvrlox z � I HORIZONTAL (1• in, 4r, SCALE: I" • 20' II"x17" SCALE: 1- = 40' 22"x34.. SCALE: 1' = 20' —— PROPOSED HOW PROPOSED STREET -UT ---- EXISTING ROW Q PROPOSED GROUND BOX ----- EASEMENT BOUNDARY p PROPOSEO METERED EDESTAL 2401/4801 PE El"L ---PROPOSED 2, SCx 80 PVC CONDUIT — -x CONDUIT RUN REFERENCE {} EXIST STREET LIGHT — x PULL BOX REFERENCE ® MRHE.NCOR)LITY M x METERED PEIESTAL CREF.RENCE UTILITST YEPOLEGxT —x. xx• LEGT POLE CN" -. REFERENCE .I UTILITY NOTES: 7oNCRETE FOUNDATION FOR STREET LIGHT STRUCTURE ON E OUTSIDE OF E ROADWAY MOST BE 24' FROM FACE OF CURB TO FACE OF PIER. 2. CITY Of FORT WORTH LIGHTING SYSTEM TO BE INSTALLED BY A CITY OF FORT WORTH PRE' QUALIFIED L IGHTINC CONTRACTOR. 3. CALL 817-999-T923 PRIM TO ANY STREET LIGHT CONSTRUCTION INCLUDING CONDUIT RUNS. CON OTIS SHALL BE SCHEDULE 80 PVC BIED AT A M TOP DEPTH Of 36'. F MINI BAN FROM ALLNNATER ASSETS. A 5� OFFSEEDi sr A PREFERRED. 8. ALL LIGHTING SYSTEM MATERIALS LUST BE APPROVED BY THECITY OF MT NORTH LIGHTING DEPARTENi CFW LIGHTING APPROVED PRODUCTS LIST 1. K ALL WIRING AND CABLES MKT BE COPPER. w IT B. IN LOCATIONS WHERE PROPOSED STREELIGHT POLES ENCROACH SI DEWALX INSTALL POLE FOUNDATION Z VEMEIT, FLUSH WITH SIOEWALX D META INA 1' CLEAR w PATH AONG THE SIDEwnLX FM DA COMPLIANCE. 9. IN LOCATIONS WHERE EXISTING STREET LIGHT POSES F RE REMOVED. SALVAGE THE EXISTING JAMES nvENUE IDDELIIVVER TOE% SI SERVICE CENTER IN R 10. CONTRACTOR TO COORDINATE WI IN ONCM G ANY ILLUMINATION UPGRADES OR PROPOSEDASSEMBLIES 3 z LOCATED M UTILITY POLES. 0_ F nmsnB OT C4V ti4 ri NIF '<tcEXSf;:fi SBURNS SUIll OE ID M S DON N E LL ENGINEERING FIRM f-X cm PR0.IECT •IDIaz TPW PROJECT •K-2B64 WATER PRRIECT •X-9574 SEWER PROJECT •X-27Y4 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE CREEK ROAD Y w K U ILLUMINATION PLAN z HUFFINES & BOB HANGER a STA 7+00 TO STA 14+00 SHEET1 OF 18 3 —NEo CHECHED CRT SCALE sCFLE 1 20 ATE 1/e1202"El "E 41] � K U DURABLE SPECIALTIES, INC. CHANGE ORDER SUNDT CONSTRUCTION 8445 FREEPORT PARKWAY, SUITE 240 IRVING, TX 75063 ATTN: JOEL HOLCOMB, SENIOR PROJECT ENGINEER DATE: DECEMBER 18TH 2O24 469.886.6615 P OWNER: THE CITY OF FORT WORTH 469.354.7066 C PROJECT: CROMWELL MARINE CREEK ROAD idholcomb0sundt.com LOCATION: FROM BOAT CLUB TO MARINE CREEK PKWY ITEM# DESCRIPTION QTY UNIT PRICE TOTAL CROMWELL MARINE CREEK: ILLUMINATION STA 100+00 TO STA 208+00 168 3441.3302 Rdwy Ilium Foundation TY 3 1.00 EA $ 3,260.00 $ 3,260.00 CO 1 RELOCATE STREET LIGHT POLE ASSEMBLY 1.00 EA $ 2,671.00 $ 2,671.00 NOTE: 1) REMOVAL OF EXISTING STREET LIGHT POLE FOUNDATION IS EXCLUDED. SUBMITTED BY: PATRICK C. BRYAN BID TOTAL $ 5,931.00 ACCEPTED BY: Price Excludes Concrete Testing/RemovaUReplacement, Pavement Markings, Ground Mounted Signs Sidewalk/Wheelchair Ramps, Bonding Price Excludes Staking, Layout, Surveying, Temporary Signals, Ground Mounted Signs, Engineering, Foundation Removal, City Permits, Utility Adjustments/Relocations, De -energizing Power Lines, Wrapping Power Lines, Costs Associated with Power Company, Irrigation Repairs/Adjustments/Relocations Durable will not provide primary or non-contributory insurance. or hold others harmless for their actions. Price Includes all labor and materials, sales tax for construction equipment only and insurance for items of work quoted Construction barricades, rumble strips and lane closures are excluded Allow 180 days for traffic signal & illmination poles. (If poles are included). Proposal will be honored for 45 days PAYMENT IN FULL (NO RETAINAGE) IS DUE UPON COMPLETION OF WORK FOR CONTRACTS UNDER $10,000.00. TERMS AND CONDITIONS STATED ABOVE WILL BE INCLUDED IN ANY SUBSEOUENT CONTRACT OR CONTRACT WILL NOT BE EXECUTED P.O. BOX 535969 • GRAND PRAIRIE, TX 75053 • PHONE 972 296 6324 • FAX 972 780 7411 416.121824 CHANGE ORDER) RELO ST LT POLE (J• HOLCOMB) Page 1 of 1 SUNDT RFI Reference No: SUNDT-RFI-000029 Request For Status: CLOSED -OUT Information 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: Storm Drainage Removals Clarification STA 174+00 The removal plan calls for the existing end treatment and riprap to be removed near STA 174+00. It does not call for the existing pipe beneath the road to be removed. The pipe is 10" higher than finish grade elevation. This will need to be removed in order for the designed road and sidewalk to be installed. Please confirm the removal of the pipe. There is an existing storm drainage inlet that is not shown to be removed or altered in any way on the project drawings near STA 174+00. Please provide direction on what is to be done at this inlet. Proposed Solution : Response Due 28 February 2025 By : Discipline : CIV - Civil Estimated Cost Impact: Document Reference: Sheet 151/182/201 RFI by: Created By: Last Edited By: 01 - RFI Response Priority : NORMAL - Normal Area : Joel Holcomb, SUNDT Joel Holcomb, SUNDT Estimated Time Impact (Days): Dennis Ingram, Burns & McDonnell 02.27.2025 2:27 PM The inlet and storm drainpipe should be removed. Refer to updated removal plan. Files Attached (1): CMCR-BMCD-RMV-_10_25-02-27.pdf CMCR-BMCD-RMV-_10_25-02-27.pdf (Version 1) Properties I Download I Redline Alejandra Ayala, Fort Worth TPW 02.24.2025 4:44 PM Please review and submit response within 3 days. Co -Author Number: System : On: 24 February 2025 On: 24 February 2025, 12:18:43 PM -6:00 On: Attachments: CMCR-BMCD-RMV-_10_25-02-27.pdf RFI Response by: Joel Holcomb, SUNDT On: 27 February 2025 Created By: Joel Holcomb, SUNDT On: 13 March 2025, 07:32:32 AM -6:00 Last Edited By: Joel Holcomb, SUNDT On: 13 March 2025, 07:32:32 AM -6:00 REVISIONS N IEX POWER POLE AND ELEC SYS % J ut \ EX WOODEN FENCE TO BE I.o yz! oes laeereo races rosealvrtox y' 2 EX INLET TO BE REMOVED AND REPLACED BY OTHERS REMOVED BY OTHERS - TO BE RE b ) rEX END TREATMENT \, n xovc cxlsrxxc xxcCf/�'SfUIKi'EAIPPI'Ei'' TO BE REMOVED /rEX SMALL SIGN TO BE REMOVED BE REMOVED / ov :zs ac �X STIR EX POWER POLE AND ELEC SYS / vm, PIP (II TO BtE\REMOVED AND REPLACED BY OTHER �a- 5pL N a V __-_______. _.-F.F. o EX WATER VALVE TO BE REMOVED J 6 / AND REPLACED EX POWER POLE AND ELEC SYS _ TO BE REMOVED AND REPLACED T/ / CR EL ARI CR K R BY OTHERS EX ASPHALT T E REM&E// 00 EX 21" RCP TO BE REMOVED Q / Q LEGEND _-.-._._._._.-_ __. _. ._._. _ ._._. .. _. _._ __. _. _. _-_-_-_. - ASPHALT REMOVAL (n .00 175+00 17600 17700 "" 00 __ EX MANHOLE TO BE REMOVED AND REPLACED PROP Q CMCR EX POWER POLE TO BE REMOVED AND REPLACED MY OTHERS '_ CONCRETE REMOVAL LiJ LJ ® DEVELOPER CONCRETE REMOVAL Z .._.. .— .. _. ._. .._. _.._. _.._ I_ -_.. _.. _ _ _ _ _ _ _ SIDEWALK.__.. _ J OMW L INE RE D i• J RIPRAP REMOVAL CURB/GUTTER REMOVAL ....... PROPOSED ROW EXISTING ROW 7 Now -- - -------EX GUARDRAIL TO EX 21" RLP TOBE REMOVED BE REMOVED.U.xcx ......ants sasxrmc xaMsEX CONC CURB TO BE REMOVED EX INLET TOBE1°"xxEX POWER POLE AND ELEC SYS REMOVED TO REMAIN EX CONC TO BE REMOVEDEX S RE T LIGHT TO BE REMOVE770000'7, x POWER POLE TO BE REMOVED j AND REPLACED BY OTHERS EX CONC SIDEWALK TO BE REMOVED w Z I I W ssx tonorrwooD Powws.[UOIOFs r ------- --------- 850vvc H MUVE ssx tortoxw00. wows .I.aalOfs x j R MOVE 850 8v51 l a PROTECT gg REMOVE O' WATERLINE EASEMEN PROTgc T SSMOVE R 4 VE 20 WATERLINE EASEMENT ass c.n..wo.0 rovuNws HeGTaloxs vss m I_______ _ .. - 8 REMOVE asa xucx wiu.w x. es T 859 R VE REMOVE T U PROTECT 8 849 I s l l a 85 xo s x F - - ---------- -------------855 -- --- ---- ----- - - -- -------------------------- - --------- zss xecxt rsusV— rs m x ------ - --- - I [aav s I tF,r I I REMOVE r.ra I s u s I ' SB AND SON PARK I REMOVE REMOVE . yl L 859 857 EX ROW E% OW ---------_----- riggqqqq ------------- - - - - -- -- O-------- --------------------------- 847 --- REMOVE REMOVE Q CD 4 +tcxsE: d� o _ EX 36" RCP TO MAIN N 'Srlr xocs aD E% RET ININ L TO REMAIN. + ktBURNS IS— Too (\ EX RETA NING WALL TO REMAIN. PROP t CMCR �%` C oeues, x rszao MODIFY RE AINING WALL TO MONF RETAINING WALL TO �M_DONNELL EN61NEEalNG FIR. f-Be5 c-- EX 21" RCP TO ACCEPT NEYI CONSTRUCTION ACCEPT NEW CONSTRUCTION OJ Q BE REMOVED ` EX SLAB/RAIL TO BE REMOVED qry pRp7�T .ppry �`.Wa IA / l / %Wa I I TPW PROJECT X-2*4 WATER PRCMECT X-9574 H - . -. _ _ . - . _ _ . al _ _ _ _ \ Q SEWER PROJECT •X-27Y4 00 I80.00 1e1 •oo 182.0d 183 (n CITY OF FORT WORTH, TEXAS LLJ_LJ " O \ W TRANSPORTATION AND PUBLIC WORKS J _.. _. _.. ._.. ._. .. _. •• CROMWELL MARIN \CREEK RD J INFRASTRUCTURE DESIGN am �11 - - - - - ' �� Br 1 dge �/z & CONSTRUCTION GROUP U ff Q i— o : �Y __.................._. Q CROMWELL MARINE Q. E% CONC TO BE REMOVED�'� ., - E% ROW ----------------- ------ --- CREEK ROAD m E% CO RCP B BE REMOVED'. _ ______________________.______ w EX CONC SIDEWALK TO BE REMOVED w EX INLET TO BE REMOVED EX GUARDRAIL TO BE REMOVED U REMOVAL PLAN STA 174+00 TO STA 183+00 Q g�$ g NOTE: g CITY REVIEW AND APPROVAL OF THESE PLANS IS NOT APPROVAL TO REMOVE CITY STREET ROW AND s 0 or t w °fix^3 PARKLAND TREES. THE CONTRACTOR OR CITY PM SHALL OBTAIN A TREE REMOVAL PERMIT FROM PARD D—NED HMSqTE •. CITY FORESTER PRIOR TO REMOVAL OF ANY CITY TREES. CONTACT 817-392-5729 OR 817-392-5739 OR scnsE SHEET W WDR", ks CITYTREEPERMITSOFORTWORTHTEXAS.GOV. IDw.wH scuE=t=z0 Tnozs tst CHECKED U The removal plan only calls for ,EX POWER POLE AND ELEC SYS '\ ftENthe existing end treatment and ,TO BE REMOVED AND REPLACED BY OTHERS I I rEX END TREATMEt•T � \ TO BE REMOVED EX SMALL SIGN TO BE REMOVED a EX RIPRAP 0 -EX t0 be remove t does TO BE RE BE REMOVED _ _ - not call for the existing pipe I V IV _ _ __ _ _�__ — —�--------- ------ - - ----------beneath the road to be o - f removed. The pipe is 10" higher 0 ANDWREPRACEDVE TO BE RER TO BEWREMthan finish grade elevation. This + CR EL ARI CR K R BY OTHERSwill need to be removed in order for the designed road and Q - - .- - -..- - - _- .- - - - - - - - ---177.00 -sidewalk to be installed. Please There is an existing storm drainage inlet that is not YER POLE TO BE REMOVED AND REPLACED MY OTHERS confirm the removal of the pipe. shown to be removed or altered in any way on the project drawings. Please provide direction on what be done at this inlet. O Bridge O _________E% ROW ______________________- DEWALK TO BE REMOVED NOTE: REVIEW TY STREET ROW AND PERMIT FROM PARD OR 817-392-5739 OR I W 11 C IH I I I _�+..`. .�NXEXlO NRY �E�.suEv�... N° X M ilt oo♦rp,.rEksy 1 )S' OEXNIs RAY IIRRtw N SBURNS M S DON N E LL ENGINEERING FIRM 1-R4 CROMWELL MARINE. CREEK RID PROJECT •I°IOIP TPW PROJECT •K-X- WATER PROJECT •X-Z14 'SEWER PROJECT •X-27YPJSl4 CITY OF FORT WORTH, TEXAS W TRANSPORTATION AND PUBLIC WORKS Z J INFRASTRUCTURE DESIGN _ & CONSTRUCTION GROUP U -- ----------- Q CROMWELL MARINE o :2 CREEK ROAD ld w w EX G. DRA.L TO BE REMOVED U REMOVAL PLAN z STA 174+00 TO STA 183+00 a s G of 3 DINNED scn�E -E T 1sHEET R O CHECKED DR, SDPLE=t =P0 wimG26 151 U TIE IN TO EXIST REVISIONS N PAVEMENT'I MARINE CREEK HILLS '` REFER TO AT&T CELL TOWER % INS FAMILY- er ascalvrlox y' CL BRIT STA 10.05.00 EX 10' DRAINAGE ASEMENT INST. RD218184042 PROPOSED DRIVEWAY ACCESS J01 ENTURE _ BRIT SIDEWALK_- € C. R. T. C. T. , SHEET • INST, aD 8109 - _ ______ / C. R. T. C. TIE IN TO EXIST Z w �'I - D2 )6088772- TIDE 5' CONC Ex UTILITY EASEMENT PROP RET WALL r SIDEWALK - TIE IN TO EXIST RW-WBI f - TIDEWALK 17391 PG245 � � HORIZONTAL ______L____ ___ -C-ONK ___________ 7________>---------- __ ____ n• 4r• —_— 2 �E1 _ _PROP CURB RAA�PI _ RO- __--____--_-_- _ __ 88 = _____ ____ -- TYPE _ r ___ SALE: I" 20_ _ _ N _»- _ __ _______________' _ V W L _ _ ____^ _________v i ___ Y� --_--___-- _-_-______ II"xl SCALE: I 40' p, Sr m ii 01— SD1 _E1�1 � F1 :0OH 22"x34" SCALE: I' = 20' TYPE R-I o 57 The removal plan only calls for d —W1� - W1�'-PROP CURB RAMP ---- ----- --PROF CURB�1---the existing end treatment and ��--------------_ + \------- *_- 00 riprap to be removed It doe r u oo IL0LAKEOSTA CMCR -�— S GMGR STA 174 not call for the existingpipe Q VI,-•7�C8 p p LEGEND u- •°°------- - f75�-G�----------------------------- ----' beneath the road to be - - 176.00 O CONCRETE PAVEMENT RAISED MEDIAN Z =7 - _removed. The pipe is 10" higher - W _ -mil - G t- TRAFFIC DIRECTION J -)► r J - ---- PROPOSED ROW N a.. PROP FACE OF CURB _than finish grade elevation. This�� EXISTING ROW C) WW1' -r - WW1 WW1 - WW1 WWI I� _ _ __ EASEMENT BOUNDARY _ will need to be removed in I' ( —�\PROPOSED RETAINING WALL 'L-order for the designed road and "/ REFER TO PI TABLE There is an existing storm drainage inlet that is not sidewalk to be installed. Please NOTES: shown to be removed or altered in any way on the 1. ALL STATION CALLOUTS AND confirm the removal of the pipe. DIME SIGNS ARE TO FACE OF project drawings. Please provide direction on what is t0•` `••' '•"`�` CURB UNLESS NOTED OTHERWISE. > be done at this inlet. GITY OF FORT WORTH 2. CONTRACTOR SHALL ADJUST ALL INST.- D208054814 EXISTING UTILITY BOXES AND SURFACE 2 C. R. T.C.T. APPURTENANCES TO FINISHED GRADE. w 0 I I I I I a o 750 750 a O I STA - 1715.25+00 I I nEk EL - 74pJ 68 >ti1 SSD IU12' 9''':r 745 K 46 ! t i i i o o i i 745 t'oieNis'ner ilii,Riil o a' E„sE; ss � I I I I I a w l I I O ` 740 W 1 I 4" _S---L _ L 740 I � PGL • PR�----------------�-;.------ -----I---------h----�--1---------j--------j---------i--------I----------+ ------ ,s„7 aoE� aD J I RT ITOP OF CUR - -5. 0p . 00 NBURNS D::sr00rsz.o _> `M_DONNELL ENLuINEEMIx,NG FIRM F-Re5 735 ~ I PGL o PROS TT_ r 735 _ OPEcr O•K10z'ec4 WATER P/ ECT •X-9574 1 STA # 176.05. 001 I \_ _ 1 1 I- SEWER PRWECT •X-27Y4 a 5 J J • ..-.-..-�--..-.-.._ .-...__ - - CITY OF FORT WORTH TEXAS > K iB I *' \,t - I - _ _ W TRANSPORTATION AND PUBLIC WORKS r••w " _ _ _ _ _ _ _L_ _ 10_. 00. EK QRQ N 2..6L.E4P .-..-. - .-.-. 730 wW ®� ww I i T I EX GROUID a RT EOP; T C� ram' 2 %I •1.50 7 J INFRASTRUCTURE DESIGN 73o I I I I _ _ a 4 '11' S0 4 & CONSTRUCTION GROUP 2 ww ww �WS 725 ww as ------ 1 ----- 1 ------- -------- I I ------� ------ ------ --- r r�P o Re I .ST1_rTe B_ Q 725 CROMWELL MARINE o L F CU --C1JF CREEK ROAD EL 728. 77 EL 29.52 w xxxx I I I I I I I K.42 1 K=50 6 720 xx x x I I I I I I I L= oo. oo I L 230. Go 720 ROADWAY PLAN & PROFILE z --- --------- - - - - --- --- ------- ------ —--------- -------- erl„4 aal M„1 eml n-IoM 1„ nvles amlo� mwl m mnINN STA 174+00 TO STA 178+50 a v „low I_D of„D nlrD r o� v o�'u o- m eon - mo' ov• oo'o Nlav alaQ mlao �IoQ 61Z .;!" ml�" �1MM �I�^ „IMF al MImM IMF 41"" 4 01.= o166 s a OF 3e 3 nn nr nninn nninr nninr nn-inn -�ir_r r�inn or' i-Fjrr rFjnn rtijrr- r�i�n i-�inn -sir:- n rtiitir o'F EEKNED -LE ATE sHEEr 2 . W�H 174.00 175.00 176.00 177.00 178.00 DaAwN HNs scuE=,=zo ,rerzoza ,az $ Pz CHECKED DRI () REVISIONS I I I I er ascalvrlox _._--- ._.-_-_-__________._. _.a I^ ------------ _-_ N N s N MARINE CREEK HILLS HORIZnONTAL An BLOCKS 1 I.R. 11 F m O`�_� , CAB, A, SLD, I1252 z � I SCALE: I" 20' C. R. T. C. T. L w II" 17.. SCALE: I' = 40' J' I 22"x39" SCALE: I' = 20' MARINE CREEK HILL N W BLOCKS 36-39, 4I-42 BLOCKS 1 THRU 11 r MARINEICREEK HILLS VERTICAL CAB, A, SLD. 11252 w a CAB A SLD. 5112 C. R. T. C. T. U 3 C. �. T. C. T. 0' - ?' a, ti m O �I SCALE: LE 4' - - - - --------------- o TIE TO -EXIST L w 11"x17" SCALE: 1' 4' ��.N ___________ _._._._._._._. Yj /�22"x34"SCALE: 1. 9, ITO EXIST PAVEMEN -------------�-----�OPAVEMENT 4. BRIT STA 10.05.0 CL LAKE STA 9.12.10 I •' I I� o �, T Q LADE a' I TIE IN TO Ex ISTS o o o I 12" PVC To WI PAVEMENTI� , CC TIE IN TO EXIST - :� � STONE LEGEND C STONE S TIE IN TO EXIST 2$' TIE IN TO EXIST SIDEWALK I 2 ' k BRIT SIDEWALK Iw SDEWALK -I TIE IN TO EXIST SIDEWALK ____C PROP CURB--CL/_-- --_ RAMP - _____________ ... ____P _____ ____________________ PROP RET WALL _C3V EX ROW - C3-fir -- rd- - --_ R9W _LH _ „T' _ -- - - E OrI-RW-WB2 /• •�, TYPE 1v� C2 C2 F EI- b= _ _ Imo___-__ P' q2s Io PZS SDI S DI - SDI ICI '41+ �n IT 1 �' -wl- "..- - -.w.- ... W .. - W1 f- PROP CURB RAMP t- ______CROMWELL MARINE CREEK RD I ! TYPE R-1 __.............. ______9 _ _______________________________ ______ _________I____________________________. PROP CURB RAM% _��___ :� I ......... ..... TYPE P-1 �, LAKE STA Ib•00. ¢0 CL IT STA I •96. 00 I -\ _ _ 2BRCMCR STA 1 +74.9; g� .'L Wt-CMCR SLAW) •25�81 -µ�, CCR _M-WI-CMCR- Q CMCR - - - I .----- - - - - - - - - - - - - - - - - - - - - - - - - - 172.00___i_______________N _ ____.I_, ____174.00---------------- _ ___�•-�__________________ I / I fL LAKE Z BF IT \ fL S ONE 775There is an existing storm drainage inlet that s not .. ------� ----------1 shown to be removed or altered in any way on the 770 -- --- project drawings. Please provide direction on what is to be done at this inlet. ee 760 S7A 9.15.07 Sp = 10.13?21 ..-.-. _ 7T374.i.._m .o _.. co .-.i..-.-..--..-.-.._i 750 .-..-.i.-.-.-.L I-,�.0�..- _-._..-.STC 0055?00 -_TIEI 725 _ 5. 0 CC , T- t ! -5 Li= 5.00 PROP LANE PGA--- ,-�-s---'�= 745 _ 720 TO ,> >>> I I I Rol � I R I I _ l------ ------ .1.�� �------_--- STA 20. T55 .. ?-_ _ _______Q l oY � �..-.-.-. �-. -.�.. -. •� EX GROUND i G__ 4 ¢ ti .3�00_ I+1.99 A I I v� �'-] a W TIE TO XT 0 X '2.0 TIE TO Ex yx GROU D ^^' GROUND00 PPPPI STA 9.3i. 99 I STq 10.05. 00 ' 750 STA 9.12. 0 r 740 -_ v_- --_- 715 _--_--T-_ lEL 752. 5 STA 9f 57.00--------- ! ! STA = 10. 9�1 .R00 �STA 10.53. 00 L = 6.00 EL 752.17 Pow I L 4. 0� EI.I = 741. 70 I EL = 74�.46 I .. w w 745 w n ry n I I ' 735 I I L 6. 00 1 L= 4. Ob 710 B x �i� i'-i' czwW 9.00 9.50 10.00 10.00 10.50 10.00 • 20.501 O CONCRETE PAVEMENT u.I 30' 1 0 RAISED MEDIAN K ROW__� _-Cl- ------------ I� TRAFFIC DIRECTION - C1 0 OH ....... PROPOSED ROW -- EXISTING ROW iWill .s - "" - - - - -------- EASEMENT BOUNDARY �- PROPOSED RETAINING WALL ^^^ER TO PI TABLE The removal plan only calls for the existing end treatment and 1TION CALLOUTS AND riprap to be removed. It does JLLESSARE NOTED OTHERWISE. 166•�not call for the existing pipe :TOR SHALL ADJUST ALL "INANCESITO 0 XESHANE DDGRADEACE wo beneath the road to be removed. The pipe is 10" higher 3 ...than finish grade elevation. This will need to be removed in E' ' order for the designed road and ............................. - ............pui_.... _. -sidewalk to be installed. Please ' n m confirm the removal of the pipe. 7 F -artNi ♦BURNS s�i:ENOE LaD `MSDONNELL ENGINEEaINGFIRNF-Be5 Cm PRo E •JDaz iPW PROJECT •X-2 WATER PROJECT •X-9574 SEWER PROJECT •X-27Y4 ------------ PTA--72T9�UND 38---,_ - - - -- - CITY OF FORT WORTH, TEXAS L , I I TRANSPORTATION AND PUBLIC WORKS f T. oo INFRASTRUCTURE DESIGN ' I & CONSTRUCTION GROUP CROMWELL MARINE o CREEK ROAD Y 10.50 w U SIDE STREET PROFILES z SHEET aOF s w DESIGNED r, s -LE ATE sr,El � CHECKED DRI SCALE=1 2o' 1/al10P3 Pat K U SUNDT RFI Reference No: SUNDT-RFI-000033 Request For Status: OUTSTANDING Information 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: International Harvest City Meters & Irrigation System Certain existing utility components related to International Harvest are partially embedded in the concrete pavement, positioned between the sidewalk and the back of the curb, and are also in conflict with the installation of the new underground storm drainage. However, the project drawings do not indicate that adjustments are required for several of these items. Without these necessary modifications, the new work in this area cannot proceed as planned. In order to properly relocate these items, the copper lines connecting to the main water line and City meters must be replaced and lowered. The following items require adjustment: -The City Water Meter, associated backflow device, and the main water line supplying domestic water to International Harvest. -The City Water Meter, irrigation double-check valve, isolation valves, and irrigation master valve. *The pricing being provided is based on salvaging all existing components, except for the copper lines and the additional Schedule 80 PVC requested by International Harvest. Please confirm if it is acceptable to proceed with these adjustments. Proposed Solution: Relocate the following items: -The City Water Meter, associated backflow device, and the main water line supplying domestic water to International Harvest. -The City Water Meter, irrigation double-check valve, isolation valves, and irrigation master valve. Response Due 02 April 2025 Priority : NORMAL - Normal Co -Author By: Number: Discipline: CIV - Civil Area : System Estimated Cost Estimated Time Impact Impact: (Days): Document Reference: 502 RFI by: Created By: Last Edited By: 01 - RFI Response RFI Response by: Created By: Last Edited By: Joel Holcomb, SUNDT Joel Holcomb, SUNDT Joel Holcomb, SUNDT On: 31 March 2025 On: 31 March 2025, 08:35:05 AM -6:00 On: 31 March 2025, 08:46:45 AM -6:00 On: On: On: � F�• 5t'�4�f -w p'a n cr. ♦ � H?� REVISIONS IXw er ascRlvrlox I I I ��— HORIZONTAL SGALE: I" • 40' N 22"x39" SCALEi 1" = 40' NOTES" I I j I. CONTRACTOR SHALL COORDINATE WITH THE AJOR MANHOLE ADJUSTMENTS TO EXISTING CITY OF FORT WORTH WATER DEPARTMENT TO SANITARY SEWER. REFER TO CITY OF SCHEDULE CLOSING OR OPENING OF ALL FORT WORTH DETAIL 33 39 10 D208 VALVES. CL CMCR STA. 110.34.59, 45.24' LT j EXIST MH ELEV. 799.51 2. EXISTING WATER TRANSMISSION LINES SHALL PROP MH ELEV. 797.57 INTERNATIONAL HARVET ADDITION ONLY BE SHUT DOWN ONCE. TRANSMISSION N 6995809. 2910 INST. •D214269453 LINES MAY NOT BE OUT OF SERVICE DURING E 2299543.2110 C.R.T.C. T. �.ONTRACTOR TO ADJUST WATER VALVE THE HIGH DEMAND SEASON, DEFINED AS RISER TO PROPOSED GRADE. REFER MARCH IN THROUGH DECEMBER IST OF EACH AJOR MANHOLE ADJUSTMENTS TO EXISTING TO CITY OF FORT WORTH DETAIL YEAR BUT IS SUBJECT TO CHANGE. ZEXIST. ANITARY SEWER. REFER TO CITY OF 33 12 10 D126 CONTRACTOR IS RESPONSIBLE FOR LOT 1,BLOCK 1 FOx ACRESORT WORTH DETAIL 33 39 10 D208 E CM STA. 115•I7. 03, 37.60' LT., COORDINATING THEIR WORK TO ACCOMMODATE �FOXFIRE MANAGEMENT LLC !I EX. WTR VALVE ELEV. 794.03 AVAILABLE SHUT DOWN TIMES. D2I 62079MO7 T. -0217113411 CMCR STA. 112.23.52, 43.52' LT PROP WTR VALVE ELEV. 794. 36 C. R. T. C. T. ! C.R.T.C. T. PROP TCE 15 MH ELEV. 798.50 5' UTILITY N 6995799.4270 3. CONTRACTOR SHALL ADJUST ALL EXISTING ROP MH ELEV. 796.62G 6995806.6933 VEASEMENT E 2300022. 9380 VALVE BOXES AND VAULTS TO FINAL GRADE. EX ROW 2299732.1373 D214269453 ALL WORK ASSOCIATED WITH ADJUSTMENTS C------------------TO FINAL GRAD SH LL BE SUBSIDIARY TO PROP ROW ROW=_______________________________ __________________ EX ROW . _.. _.. _.. _.. _.. _.. _.. E A THE BID -ITEM, AND NO SEPARATE PAYMENT CI —.-- -- --- - _-_-------�__---_---_--^-- SHALL BE MADE FOR INTERMEDIATE 6'. ` _ —� ADJUSTMENTS. =% ROW`— _— ----- .— —.— — --- — _ ��'i0 — —.--- �� - ------V-��—— -- c •---F�—�— -- — Items neetlin9r 4. REFER TO EXISTING UTILITY LAYOUT, MW LL MA NE CREEK RD Idlushrgassoci.. �_ ILLUMINATION PLANS, REMOVAL PLANS, Q % with htemehonI AND DRAINAGE PLANS FOR SUPPLEMENTAL -- —----------- U:— — — — — I excWding the -----——— —— ——— 116 CIO FDC. INFORMATION. •oo --,----110•0o-------------1n•oo---�'------�,_11z•oo=, _ 11 0o I FDC. ,-n1 ---- =� ----- _-------------------- =� EX ROW Z— — :_._ J L_ PROP .W-Rb_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._........... ROW \_.. _. �.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..PROP ROW S EXNI RAY IIF4IW I AMERICAN SOKOL ORGANIZATION 4. SPJST LODGE =157 VOL. 5195, PG. 571 ti .<+cExsE: tia VOL. 5776, PG. 578 C. R.T.C. T.+b�ipi`i C.R.T.C. BURNS / /SU"1E 00LR1 TC I!II 'PROF E13' 1�"�MSDONNELL ENG I VEER ING FIRM f-R4 'I vawEcr •JDJaz W,V PROJECT •K-2964 WATER PROJECT •X-27Y4 SEWER PROJECT •X-PJSl4 ? 5 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN p & CONSTRUCTION GROUP �W CROMWELL MARINE 4a CREEK ROAD ti3 < UTILITY ADJUSTMENT PLAN STA 109+00 TO STA 117+00 Ws I or 11 3DD -ED KMM Sf�LE 1=40 ATE ET SHEET CHECKED DRI 1/el]U21 �� Request For Information SUNDT RFI Reference No: SUNDT-RFI-000033 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: International Harvest City Meters & Irrigation System Certain existing utility components related to International Harvest are partially embedded in the concrete pavement, positioned between the sidewalk and the back of the curb, and are also in conflict with the installation of the new underground storm drainage. However, the project drawings do not indicate that adjustments are required for several of these items. Without these necessary modifications, the new work in this area cannot proceed as planned. In order to properly relocate these items, the copper lines connecting to the main water line and City meters must be replaced and lowered. The following items require adjustment: -The City Water Meter, associated backflow device, and the main water line supplying domestic water to International Harvest. -The City Water Meter, irrigation double-check valve, isolation valves, and irrigation master valve. *The pricing being provided is based on salvaging all existing components, except for the copper lines and the additional Schedule 80 PVC requested by International Harvest. Please confirm if it is acceptable to proceed with these adjustments. Proposed Solution : Relocate the following items: The City Water Meter, associated backflow device, and the main water line supplying domestic water to International Harvest. The City Water Meter, irrigation double-check valve, isolation valves, and irrigation master valve. Response Due 02 April 2025 By: Discipline : CIV - Civil Estimated Cost Impact: Priority : NORMAL - Normal Area : Document Reference: 502 RFI by: Joel Holcomb, SUNDT Created By: Last Edited By 01 - RFI Response Joel Holcomb, SUNDT Joel Holcomb, SUNDT Estimated Time Impact (Days): Co -Author Number: System : On: 31 March 2025 On: 31 March 2025, 08:35:05 AM -6:00 On: 31 March 2025, 08:46:45 AM -6:00 Dennis Ingram, Burns & McDonnell 04.11.2025 4:53 PM BMcD response to RFI-33 Files Attached (1): BMcD Response to RFI 33-34-35 and 36.pdf BMcD Response to RFI 33-34-35 and 36.pdf (Version 2) Properties I Download [Most Recent] I Redline Dennis Ingram, Burns & McDonnell 04.08.2025 11:08 AM Our proposed solution is to either lower or raise the 24" storm (SD-A5) line to avoid conflict with the water, wastewater, and fire laterals coming out of Fox Fitness and Harvest Internation. Our preferred option is to lower the 24" storm as follows: (1) Install junction box at Station 108+80 to facilitate lowering the storm line to clear the lateral conflicts. (2) Remove installed storm line in front of Fox Fitness. (3) Place flowable fill at the wastewater and water line crossings. (4) Connect downstream to the installed junction -box. Files Attached (1): SD-A5 Proposed Revisions.pdf SD-A5 Proposed Revisions.pdf (Version 1) Properties I Download [Most Recent] I Redline Alejandra Ayala, Fort Worth TPW 04.01.2025 2:41 PM Please respond within 3 days. Attachments: BMcD Response to RFI 33-34-35 and 36.pdf RFI Response by: On: 11 April 2025 On: 21 April 2025, 09:56:19 AM -6:00 On: 21 April 2025, 09:56:20 AM -6:00 Joel Holcomb, SUNDT Created By: Joel Holcomb, SUNDT Last Edited By: Joel Holcomb, SUNDT Y 1 1 SD.4324'RCPT O O -- ----------- w J- P U Do.... _ 8D-AA 21" RC- 1 1 1 1 I�{tematlonal OMer o1 Oohing "'I'll Loral D2 AFLCIO InatCD202019fi14 yv C.RT.CT SD-A4 Amen Va1.51196 Pq.511 Wn Ame4cen 50KOL 0rp IRatlOn C.R.TC, Vol 5195, Ppp 5)1 C.R.T.C.T. A SDA5 STA 0+00 00 = SD -AS STA 2+98 ]] 4' LT t-1111114— OM=, —„—„—„—,---,--,—.OFFSET FROM GENTERLINE=. .. BEGIN MRCP INSTALL 45 DEGREE BEND INSTALL 45 DEGREE BEND N 6995]24.64 N 899580929 N 69958M 36 1 _ E 2300218.58 E 2300030.]2 E 2300015.72 sD-Aae--�� B--- _ _ _ _ _ _ _ _ _ _ 21'RCP — _ _ _ _ _ _ _ _ _ _ 21"RCP j e .. .. .. c �. .. .. i so-a7 ICI C e 21'RCP�-�L O `,�-A324"RCP 1 II.00 ••—•• •• 9+00 •• •• •• •• •• •�- 19+00 •• •• 11 JO ••� •• •• 1Z#00 •• S— ••lu) ..E 021'R� J CONST ST010'CURB INLET .._._._._._._._. ._._°°�� ._._._ _ _ _. �._._._._._._. (n TG= _—N 6995811�.53 In n�'O'�SD-ASe ` ` SD-ASb �Z E 230089].89 I 21 r �•• _ 21"RCP-_—_—EX ��—lM— I, r ,a'- "y s+oo" 3 " aYoo " SD-A5 24" RCP '�Q _\ WI IU H � ,\\\,1�'I I', I CHANGE OF SLOPE SOA5b STA 0300.00 1 %;..T�'NI'l 4'SSAaARE I N6995813.19 GDN5T24'x21"x8D'WYE JUNCTION BOX I I E230005251 N6995813A5 RIM = ]81.02 E 229898615 1 N 8995B18.41 s0.A5eSTA 0+92.35= I SD-A5 sTA 1+01 f14 r, E 23007D1.7D JUNCTION NST STD 4' SQUARE IN STA DEGREE = � � (\ INS STA 3.1NZ-E � 1 N SS95 4"x21'x90°WYE JUNCTIONBOX INSTALL45DEGREE BEND (`y)' INSTA813.38 GREE BEND N 23DU30 78 I RIM = 782.05 N 6995813.27 N 6995813.36 _ E 2300230.]8 N 6995612 36 E 2300034.74 E 2300011.74 E 2300226A7 N 8 i I-1110 WHarveat-11W, 1 I Inst.# 02142fi9453 111 C.R.T.C.T. S D-A5 w = 790 • y _ " F m 780 _—_—__—_—__ 100 YR HGL 701 —..—.— __.____ ... __.790 i....... ..._��9Ly 770-.—..—. - 8622+..—.� •; = s o 93 LF 24" RCP____ _ �� __ _—__—_—__—__ _ .__. ..__ .__—_—_—__—_ EX WL _.—.—.—..—. _—____—__—_—_—_ 24•RCP F Q _—_—__—_ 24"RCP r — V = ]fif 21"RCP O �w = 6.0 ds S � 00362 WIH V .. B 6 IL.—..—.—.. — 780 —..—.—,—. s = D.aoe2o niN 24" RCP 780 — -- — — — -- — -- —-- ni --- —" -- — LL LL - ——— -- — — --—-- —' ------ ----— -- no 91 2+00 3+00 \ .- -0+0o - - - - - - 1+00 , . . , . . 2+00 . . . . . , .3+00. . . . . , . 4+00 ._� 0 40 80 120 GRAPHIC SCALE IN FEET PROFILE SCALES: 1"=40' HOR2. K 1"= 4' VERT. Z qs wp `aoalv2s 3 a !/ e seal aP9ee on Iris tlowmenl was eutlrorizetl by Reul M Zavala, P E. No.1a4858 Anereooa ao�amemwnboet oraaealea P�PPe. am�wtPn erna Eagl DlaaP.-..a an mmelaa unaarma En91nee6,g Patllca Atl REV. DATE T REMARKS 2 4/1125 REVISED TYP0 ON PLAN VIEW RECARDING INLET RIM ELEVATION BEFIO�� PRnPII P Pi Evannuc nun enn=n EN NEER: 11 211 KwnY PAR Mil P E LOTO N s°I 25° FORT WORTH. TX R61]I ILAND SOLVTIONs nP_N012207 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN &CONSTRUCTION GROUP CROMWELL MARINE < CREEK ROAD x Iw u STORM DRAIN PLAN & PROFILE LINES SD-A4, SD-A5 0+00 TO 5+00 < w DESIGNED RZ I SCALE 4/it/2025 I SHEET DRAWNRZ 2. O �. U American SOKOL OrgamzaYon Vol St. Ppp ]1 C.R Q.C.T. American SOKOL Oryryanrre6on Va15)]6, Ppp 5]8 1 C.R.T.C.T. 1 � I � 1 0 C,P 1 'RCP •• SO-A324"RCP SD-A324'RC' -141 t�5G-A324"R yP \ 1 .. .. 13... .. .. .. FSO-A924 F 2 1 R � . ... 1dYBo• j�1�1e"—•. — . — . — —`_� ,d —1� '' —'l ld'= "tee>or-�� - �rv�C01p = .. �.. _.��•4eso/ -..._ �o (nl �(2SIDARs CP E24'WL� ZJ SD•-A56 — S-/——••10�00• •• •• •• •• ••�•• SDmIN,�-1z�oo J.W—— —_--JUW L2RPaZ GSA524R��DA524RCP (........• • •• �SDA524 RC B-00SD-A524'RCP ..�.. ______ __ LA o1 CONST STD 4'SOUARE CONST 24"x21"aoox8O0°WYE I NST STD 4'SQUARE JUNCTION BOX N 6995815.1] JUNCTION BOX 1 RIM=]96.62 LOI 1, Sl..I E2299498.15 I RIM=]99.19 N 6995814.5] Fax Acres N 8995816.96 1 E2299]55.16 Insl.#D21]tt34t1 li E2299240.18 1 CRTCT 1 ��PPee 1 i Emits eme.T. Ins36 I 1 Menappnl LLC C.RC.R.T.0 T.T. 1 I li Insl.# D90] I 1 - � I OR.T.C.T.T.GT I • Iniemailonal Harvest A6dNon I C R T.C.T. SD-A5 -----' =---- sin - — --------- — —— ry ------------- — 5 ----------------r---------- ------------ ---------- ------ "� --- --� ----------------'---------- --a—' --------------- — ---- -- -- ---- m $ -- ---- — m a ------------------ — ----- ----- ---- --- R10 IF y F -- ---- -------- -- --------------- - --- ----------------- ---------------------------- —-------------- ------------------- ---- -- � � In - —.. —.—. —..—.—.—.. —1.-_ V __—� — _ _ _ _ RrP ��- .. .. .. _ NCI._--2 :... _ _ _ _ __—_-.a._ .R3tF'14 RfP-- - rs nseN, I� 100 VR HGLcm _ W W — ------- .—._ —.—..—.—.—.—.. —.. —..—.—.—.—..—.—..-- .—._._._.—..—.—.—. 79D � BETWEEN SSN! SO CROSSING r 790 � � --- fps 780 --- ---- --------- ---------------- ---------------- ------------ ---------------------------T—'—--------------- ------------------ ----- 75a --- - — - - -- — —� ry -- �• e — -- --- ---- --- — -- -- -,, - —log — — m m-a - — — ---- -- — — - e — ---- — — ------_— --- -- 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0 40 80 120 GRAPHIC SCALE IN FEET PROFILE SCALES: 1"=40' HORZ. 1"= 4' VERT. �♦p +s `aoalv2s !/ s�lI W.Igonth,Id wmenlwaseathonze8 ey Raul M Zavala, P E. No. 14C856 M thI eofa01I Hwemeel waBoul P�Id aolRwlwn m me reeponaDla en9mear �e an mmellaa unaerme REV. AjE REMAR o Y'/ 4111 RISEN PROFICELELE"VhTION5 FLECT FLO ENG�NEER: °uoo PAw Mil P E LOTO N F.W� wwa FHR1 WORTH. T%]61 ILAND SOLOTIONS nRRMNO t220) CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN &CONSTRUCTION GROUP CROMWELL MARINE CREEK ROAD STORM DRAIN PLAN & PROFILE LINES SD-A5 STA 5+00 TO 13+00 DESIGNED RZ SCALE SHEET DRAWN RZ nr /it/2025 288 1 I I Amencan SOKOL uOrganlza0on I ONCOR El— I 1 D—ry Cp., LLC Vol 2fi52 P99. 425---------------------------------------- 1 O R.Y.C.T. S C - SD-A3g + 1 21 RCP H © '1' ; 21' RCP _ SO A3b 21 RC (v)1 SD-A324'RCP ---- ... .. .. .. .. .. .. 9 RCP SO - UJ�__— LLi—------'---'-'----rL _ _-_-_-_-_---IT, ? - - JI $D-AS STA I4+)8.13 _. ._ _ .y'-. ......... CONSTSTD 10-GURB INLET _ I �- =L RIM=80N -- \ SD-N5a Bye /jf1,�11 O,tq SDASf I_ SO-ASSTF ((92.5 ENUZi Fft: F r31"RCP H 1-ZJ=--BD-AS-ZJ Z:EN021'RCP--_ ZJ - BEGIN 21'RCP I CONST STD IO'CURB INLET _21"RCP- N6995812.80�LM— L ___ U E22 _ -- _ —C=E2300230.]8— JN 8995804.8] I]i❑I 9885 i ` N E2300223.85 C V• •• ••GD-A524'RCP 2 SD-ASf STA0+00.00 CONST STD 4�SOUARE 1\ �I 1 CONST24"s21"Kfi0'WYE JUNCTION BOXY �LV\ N 6995818.09 RIM = 801.10 E 2298988.18 END 24' RCP Iltlemahpnel Harvest AtldlSan BEGIN 21- RCP I Instil D214269453 RetmNper M21]0481I , N 6995818.]3 C.R.T.C.T Inai 38 - E2298858.2] ) \ y Q 9qg � 4 \ \ SD-A3b 21"RCP \ 0 40 80 120 GRAPHIC SCALE IN FEET PROFILE SCALES: 1"=40' HORZ. K 1"= 4' VERT. Z 4v 0 �Wb a 4/11/25 sal appee on IM1is tlowmenl was eutlrorizetl ey Raul M Zavala, P E. No. 144858 ABereapnofaseektl OocumenlwilM1puipmper nollfiwlwn Tibe Esgl DkeP.-.is an o6ense untleltM1e En0lneeNg Pmtllca Atl NEV. 1 DATE SI3024 REMARKS ADJUSTEDPROFILE ANDPIANVIEWTYPOS 2 4/1125 REVISED PROFILE ELEVATION ENG NEER: egoHILLWOODPARI— � l I P E LOTO N PHOWNM TH.TX] R IIIII LAND 110-TIONS nRRMND1220] CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN &CONSTRUCTION GROUP CROMWELL MARINE < 0 CREEK ROAD Iw u STORM DRAIN PLAN & PROFILE LINES < SD-A5, SD-A5a, SD-A5b w DESIGNED RZ DRAWN I SCALE 40ATE025 I SHEET RZ 26] O gs SA M\ —AStl 3 \ SD-A5 STA 8+31: tBINLET �` BEGIN21"RCP E 229946995898.1515.T1 E 22996—\\\\`, 1 1 SD-A5c SD-A5d O \.\21ORCP $ Z_ q \ O 2 RCP STA OtOf D 21' RCP \ \ BEGIN21"RCP \\CONSTSTD10 \\\ Nfi995818.03 ' TC=8DOA1\` l a STA O+pp pD= SDA5e STA 0+p8.93 E229-6.i6 O,a N6995812.11 \ STA 10+e].36 -ND 21" RCP\ ' E 2298992 61 81' RCP CON STD 10' CURB INLET $ \ 240.18 N 699581098\�i.\ ` \ E 2299236 _fib \\ r 1 SD-A5e SD-A5f z z _ 810. s10 � R10 R10 ��Rio p _ s� _.. �N�-.�a��_— tea_ —_—. OP GRADE -- —__ Ano anri PROP GRADE @CL-` id6VR-FTGC G 100 YR HGL 790 9a1 Opp 790 —..—.—.—.—..— —..—.—.—. —..— —._._._.—..—.—.—.—.—..—.—._ — ....... —..—.—.—.—.—..—.—._ .—..—.—..--21"RCP 3.2 7 —.. 6_9 LF 1'RCP� V = 11.9 fps 8.9 LF 21" RCP 4.85% �-1.0� • ___...._ __--® __—_—_—_— pGP_—_—_—__—_ - ..—.—..——.._.—.—..— .._ —..— ..—.—.—.—. _..—.—.—. ..—.— 7913 —.—.—.—..__... ..—.—.—. 21' RCP 790 79f1 7Q0 yyyj —__.............. . 23 RGP 7s° 7sa _..—. .—.—..—. ___ 780 _.._.— -- -- ----- -- 7So 7so—.----_--- — ---- — --780 780 -------- —. a_ —------------- --------------------------- 780 770 ---- - ------ a� 770 ---- ------ - ------ ' -- -------- —----- '----- -----------— —------------- --------------------------- 0 40 80 120 GRAPHIC SCALE IN FEET PROFILE SCALES: 1"=40' HORZ. K 1"= 4' VERT. Z qs L] a e sal a99ee on tn,s ao .-waseutln- 5y Rs I M Zavala, P E. No. 14g666 aNreoo�oraseska ao��memwnno„1P�Ps��ot,�wlN� Traa Englneeasl d an9mamsan mmelaa unaarma ,g Padlca Ad REV. DATE REMARKS 1 W-5 REVISED PROFILE ELEVATIONS EN p HILL00 PARKWAY � l I P E LOTO N FORTZW0RTH.T MlR IIIII LAND SOLVTIONs nPRM N0122aJ CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN &CONSTRUCTION GROUP CROMWELL MARINE < CREEK ROAD x Iw u STORM DRAIN PLAN & PROFILE LINES SD-A5c, SD-A5d, SD-A5e, SD-A5f < DESIGNED R2 w I SCALE aIATE025 I SHEET DRAwN Rz 2ee O SUNDT RFI Reference No: SUNDT-RFI-000038 Request For Status: CLOSED -OUT Information 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: French Drain at 121+00-122+00 TranSystems has requested consideration for installing a French drain from the east side of the driveway to the nearest inlet on SD-A3a. This solution aims to address water infiltration from the west side of the Crane School driveway, located near Station 120+50 on the south side of Cromwell Marine Creek Rd. The proposed drain would be installed at a depth of 1'6" with 1' of coverage, utilizing a 6" perforated pipe per the attached detail to help divert water away from the newly proposed roadway. Please review the attached details and confirm whether this approach is acceptable. Attachments: French Drain RFI Backup.pdf Proposed Solution : Response Due 04 April 2025 By: Discipline : CIV - Civil Estimated Cost Impact: Document Reference: 280/Attached Email RFI by: Created By: Last Edited By: 01 - RFI Response Priority : NORMAL - Normal Area : Joel Holcomb, SUNDT Joel Holcomb, SUNDT Joel Holcomb, SUNDT Estimated Time Impact (Days): Dennis Ingram, Burns & McDonnell 04.08.2025 11:42 AM The addition of French drain at Station 121+00 to 122+00 is acceptable. Andre Alves, Fort Worth TPW 04.01.2025 2:45 PM Please Respond by 3 days. Co -Author Number: System : On: 01 April 2025 On: 01 April 2025, 09:53:06 AM -6:00 On: 01 April 2025, 09:53:07 AM -6:00 RFI Response by: Joel Holcomb, SUNDT On: 21 April 2025 Created By: Joel Holcomb, SUNDT On: 21 April 2025, 11:17:56 AM -6:00 Last Edited By: Joel Holcomb, SUNDT On: 21 April 2025, 11:17:56 AM -6:00 Location of proposed Illtematlona�10MI;r a ApeLZ�;& E191- french drain Inst 3 D202040614 C.R.T.C.T S,. 1 SD-A35TA 0+00.00= SD -AD STA 0+0956= SD- PRC STA I+7661 SDA3 P(:[: STA `aA:iAA2 SD-A3 PCC STA 3+64A2 SD PCC STA 5+26.fi3 1 SDA STA 2+1952 END 36- RCP N fi885]fi6.30 N fi899]46.Sfi SDA3a STA 0+00.00 N 723.26 - - - Amerlpn SOKOL O�panhatlon Vd 6196, P99571 1 BEGIN 36"RCP BEGIN 3'X2'RCB E2300912.3] E2300]9932 - END 30"RCP E 6]0.09 C.R.T.C.T. RF1031-Junction Box E2301089.fi0 JCONST STD 4- NCTION BOX SQUARE IN CONST23TD 5SODARE L -� Lid Clarification SD-A3 RIM97883 RIM=7ONBOX 1 N M= 77 8 0 RIM = ]BOSS 1 E 2301060.06 - N69pjZ3y2L _.. _. -_._`._.._.._.._.._.._.._.._.._.._.._.. _.._.._.._.._.._ E 2300709.99' _ "� SND3PCCSTA 3+B4A2 - „-..- \ - EX24"SS -317R BEGIN 30 ROB .-\ '^ SDA3e 21"RCP \ l CONST STD 4'SQUARE ..-'-- _ .- .- -- - -� ' - -- >� O RC JUNCTION BOX 6 " ' S00 k RIM=]]264 PROPOSED ROW - '00 N fi996]6698 _ " 1—�� 1:7.- li. I,� -' --_ _ _ _ _ 1 r ! U) 3D-A3 SD-A336" � 10 _ 1 LU TX2' M —y —110 --�y' -- f0—___ • 2 INSTALL]O LF OF 62;DIAI- STEEL CARRIER PIPE ' - m. PER CFW D106 . _. _. lti - "�'PftOPOSED ROW I rnatlonal ONer ofO eret1 En9lnee Local l]6 AFLLIO 1 1-# D2020.40s14 CR.T.C.T. 1 1 2+00 SD-A3 Pr- - ---- -- 790 Proposed--- - =m _ 2-0 6" Filter Mat'I (Ty C) (unless otherwise 780 Shown in plans) Unoeraroin shall be - - wrapped with filter y,� - fabric meeting the rei200Tts of MaiDS-6200 Type 1. 6" perforated pipe (Ty 61 770 /unless otherwise Shown 'n plOnsl UNDERDRAIN DETAIL s r s r AJ_7 3+00 4+00 5+00 6+00 7+00 760 N 0 40 80 120 GRAPHIC SCALE IN FEET PROFILE SCALES: 1"=40' HORZ. K 1"= 4' VERT. Z 4v 0 �Wb a a vaml �u8romw e seal aPAaenrg on lhisE wmenl was eutlrorizetl M Raul m Zavala, P E. No.164856 M thre nOwamenivalM1Pui P�PPer ndRwlwn ma reaA-ons,&Dla an9maar.a an mmalaa unaarma NEV. DATE REMARKS 1 11I02123 REVISED- R-- SFT 2 11IB26 I S AL'R Pip, ENG NEER: °wuwaoo PARKwnr PE LOTO N 9U1 E26a FHR1 WORTH. T%7617r ON I1 LAND SOLVTIONs nFIRM No 122a7 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN &CONSTRUCTION GROUP CROMWELL MARINE < CREEK ROAD x Iw/ u STORM DRAIN PLAN & PROFILE LINE SD-A3 STA 0+00 TO 8+00 < w "SIGNEDR2 I SCALE ot/e12026 I SHEET DRAWN RZ 2. O r> Joel D. Holcomb From: Ingram, Dennis R <dringram@burnsmcd.com> Sent: Thursday, March 27, 2025 3:09 PM To: Joel D. Holcomb; Rodgers, Dennis; Ayala, Alejandra Cc: Tammam H. Nashad Subject: RE: Emailing: CMCR Sta — 121+50 Locking East, CMCR Sta — 121+50 Looking West Joel, I find it acceptable. Please submit the RFI. Thank you -----Original Message ----- From: Joel D. Holcomb <jdholcomb@sundt.com> Sent: Thursday, March 27, 2025 1:19 PM To: Rodgers, Dennis <Dennis. Rodgers2 @fortworthtexas.gov>; Ayala, Alejandra <Alejandra.Ayala@fortworthtexas.gov> Cc: Ingram, Dennis R <dringram@burnsmcd.com>; Tammam H. Nashad <thnashad@sundt.com> Subject: RE: Emailing: CMCR Sta — 121+50 Locking East, CMCR Sta — 121+50 Looking West Dennis Ingram, If you find this recommendation acceptable, we will formally submit an RFI and proceed. Thank you, Joel Holcomb, ENV SP Sr. Project Engineer Sundt Construction, Inc. jdholcomb@sundt.com c: 469.354.7066 a: 8445 Freeport Parkway, Suite 240, Irving, TX 75063 -----Original Message ----- From: Rodgers, Dennis <Dennis. Rodgers2 @fortworthtexas.gov> Sent: Thursday, March 27, 2025 1:13 PM To: Joel D. Holcomb <jdholcomb@sundt.com>; Ayala, Alejandra <Alejandra.Ayala@fortworthtexas.gov> Cc: Ingram, Dennis R <dringram@burnsmcd.com>; Tammam H. Nashad <thnashad@sundt.com> Subject: Emailing: CMCR Sta — 121+50 Locking East, CMCR Sta — 121+50 Looking West Joel, If you recall, there was ground water seepage which appears to originate from the west side of the driveway at the crane school. There was a French drain installed underneath the driveway to channel the water which appears to work well. Looks like the water is still seeping out from the east side of the driveway and is keeping the subgrade between the driveway and the inlet on SD-A3a saturated. May need to consider installing about 85 LF of 6" perforated subdrain pipe and connecting it to the west wall of the 10 foot inlet on SD-A3a. Please look into this. Thanks, Dennis Your message is ready to be sent with the following file or link attachments: CMCR Sta — 121+50 Locking East CMCR Sta — 121+50 Looking West Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. r f r Z Joel D. Holcomb From: Sent: To: Subject: Follow Up Flag: Flag Status: Joel, Christopher E. Vizcarra Thursday, April 3, 2025 10:12 AM Joel D. Holcomb RFI 38 material and labor work up Follow up Flagged The quantities and pricing for RFI 38 French Drain work is as follows: Sundt self -perform: Excavation of subgrade and existing soil to accommodate French drain - 675 CF of soil Equipment: Excavator/Backhoe with bucket and compaction wheel Crew- Foreman, operator, pipelayer and topman Placement of filter fabric to wrap drain - 95 SY at $1.24/SY totaling $117.80 with tax Crew - Foreman, pipelayer and topman Placement of filter material Type C( Martin Marietta 3/4" embedment) -18.5 ton at $18.00/TN material and $8.70/TN freight totaling $489.60 without tax Equipment: Excavator/Backhoe with bucket Crew - Foreman, operator, pipelayer and topman Install 6" perforated drain with sock and coupler for inlet penetration - material cost $487.13 with tax Crew - Foreman, pipelayer and topman Grout of penetration into existing storm drain inlet Core drill subcontractor (ACT) Crew - Foreman, pipelayer and topman Backfill from top of drain to subgrade - 300 CF soil Equipment: Excavator/Backhoe with bucket and compaction wheel Crew- Foreman, operator, pipelayer and topman ACT: Core drill - 6" diameter by 6" depth into existing storm drain inlet Obra Ramos: Rework and compaction of subgrade - 250 SF Christopher Vizcarra Field Engineer c: 469.315.2791 w: Sundt.com a: 6315 Cromwell Marine Creek Road Fort Worth TX 76179 SUNDT Skill. Grit. Purpose.'" TRANSPORTATION / INOUSTRIAE / OUROING / CONCRETE QUOTATION Page 1 of 1 2545 Golden Bear Drive Suite 100, Carrollton, TX 75006 southernCarlsone Construction & Industrial Supply SUNDT CONSTRUCTION INC-CRUMWELL MARINE (70008314) CROMWELL MARINE 6315 CROMWELL MARINE CREEK RD FORT WORTH, TX 76179 ATTN: 4802933000 Quote By: JR Houchin ITEM DESCRIPTION '4981-EA' CONSUMABLE/TAXABLE `NS4981EA 0673010OBS SWALL.REG. PERF.BLACK W/SOCK FRENCH DRAIN Phone:214-614-8083 Fax: SHIPCollect UOM/Pack Sz QTY ea / 1 100 "' These prices are confidential and subject to change without notice.`` Last Modified 04/02/25 QUOTE NUMBER: 61600742B QUOTE EXPIRES: 05/02/25 TERMS30 Days Net Net Price EXTENDED $4.20 $420.00 Estimated Tax 34.65 TOTAL 454.65 Our promise means more.,° 0 SUNDT RFI Reference No: SUNDT-RFI-000046 Request For Status: CLOSED -OUT Information 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: Tree Removal between Glen Knoll Drive & Chesterfield Drive The City of Fort Worth / TranSystems has requested that the trees located from Glen Knoll Drive &amp; Chesterfield Drive between the sidewalk and private property be removed to avoid potential damage to private property. Please confirm this request and that no replacement trees are needed. Attachments: RFI-046-Tree Removal between Glen Knoll Drive & Chesterfield Drive Backup.pdf Proposed Solution : Remove requested trees. Response Due 14 May 2025 Priority : NORMAL - Normal Co -Author By: Number: 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 The trees can be removed, and a replacement is not needed. COFW 2025.05.14. System : On: 12 May 2025 On: 12 May 2025, 07:28:57 AM -6:00 On: 12 May 2025, 07:31:29 AM -6:00 RFI Response by: Joel Holcomb, SUNDT On: 15 May 2025 Created By: Joel Holcomb, SUNDT On: 15 May 2025, 01:19:57 PM -6:00 Last Edited By: Joel Holcomb, SUNDT On: 15 May 2025, 01:19:57 PM -6:00 EX WOODEN FENCE TO BE REMOVED ANO RF PI ' CFO The City of Fort Worth / TranSystems has requested that the trees located from Glen Knoll Drive & Chesterfield Drive between the sidewalk and private property be removed to avoid potential damage to private property. Please confirm this request and that no replacement trees are needed. NOTE: CITY REVIEW AND APPROVAL OF THESE PLANS IS NOT APPROVAL TO REMOVE CITY STREET ROW AND PARKLAND TREES. THE CONTRACTOR OR CITY PM SHALL OBTAIN A TREE REMOVAL PERMIT FROM PARD o CITY FORESTER PRIOR TO REMOVAL OF ANY CITY TREES. CONTACT I 817-392-5729 OR 817-392-5739 OR CITYTREEPERMITSPFORTWORTHTEXAS.GOV. p ANSREPLACEDE D O O O / O + Q W M Y wN W I I I U 1 1 ■I EX ASPHALT TO BE RI L --- ——1------- EX Row --------- Trees to be remov d RO ILL IN CRE E RD /--_-_._-_-__._._._--------1------_-_-_ 16 •00 I 163.00 164.00 — I I- CMCR I 1 EX LIGHT POLE TO BE REMOVED AND EX CROMWELL MARINE CREEK RD E% LIGHT POLE TO BE REMOVED AND E% FOUNDATION TO BE BURIED FOUNDATION TO BE BURIED I REVISIONS law er ascalvrlox y I I I I HORIZONTAL n N t` nJ SCALE: I" • 20' II"x17" SCALE: 1' = 40' 22"x34.. SCALE: 1' = 20' LEGEND ® ASPHALT REMOVAL ® CONCRETE REMOVAL ® DEVELOPER CONCRETE REMOVAL — SIDEWALK REMOVAL RIPRAP REMOVAL CURB/GUTTER REMOVAL —••—••— PROPOSED ROW ------- EXISTING ROW w 0 Q r a U a itl 23 E 0 ipq N sipt.. yll RAY IR4AY ioieiiis9�'i___.� _• YYYYYY YJCEXsf; fi� �UNsu�i:�i BURNS aoL RD M S DON N E LL EXLINEERiN° FIRM F-R4 PROJECT •K-2 OJPR0./EC27Y4 4CRER WATEROET •X CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE a CREEK ROAD Y REMOVAL PLAN U z STA 157+00 TO STA 165+00 a SHEETX or 18 Des-ED w o SeALE ATE SHEET CHECKED ORI SCALE=t .. 1/5I]LT3 149 K U rl► R c I7M. 8765 Stockard Dr #602, Frisco, Texas 75034 Email: jrosa@obraramos.com Cell: 214-973-4814 Texas MBE # HMMB2750ON0725 Texas DBE # HMDB42783NO724 Date: 8/28/2025 Bid Date: Documents: GC: Joel D. Holcomb Date of Plans: Attention: Specifications: Email: Soils Report: Project: Cromwell -Marine Creek Addendums: Location: Cromwell Marine Creek Fort Worth, Texas CHANGE ORDER REQUEST NO.06 T and M Work from 5.19.2025 and 6.26.2025 ITEM DESCRIPTION JUNITIQUANTITI TOTAL I 1 Total Labor LS 1 $ 1,812.39 2 Total Materials LS 1 $ 616.00 3 Total Equipment LS 1 $ 1,023.00 4 Total Subs LS 1 $ 4,389.00 5 P&P Bonds LS 1 $ 156.81 TOTAL CHANGE ORDER REQUEST NO.06 $ 7,997.19 NOTES: T and M sheets attached Authorized Signature Prepared By: Anu Kafle of Acceptance Phone: 214-548-9598 Obra Ramos Construction Project Name: Cromwell -Marine Creek Date Subcontractors Work Breakdown and Pricing Change Order#01 Reason for Change Order: T&M Work Unit Extended Description of Products and Work Qntv Unit Cost Cost ILabor 1 Field Supervision 11 1 mhr 60.00 $660.001 1 2 Surveyy mhr 45.00 $0.001 1 6 99yyerator I I mhr 30.00 $0.001 1 7 IG1G 00 1 1 mhr 35.00 $0.001 1 8 Ex 0 1 11 1 mhr 30.00 $330.001 1 8 Skid�01 3 1 mhr 30.00 $90.00 1 9 Laboror 14 1 mhr 27.00 $378.001 1 10 $0.001 1 11 PM/ Acct 0.10 ea �40.801 $124.081 1 Labor, $1 252.081 1 OH/Profit 10.00/ 1125.211 I Grand Total Laborl $1 377.29 1 (Burden 1 WorkersCo7ensation $1,252.08 mhr 8.00% $100.171 1 2 Social Security $1,252.08 mhr 7.25% $90.781 1 3 Medicare $1,252.08 mhr 1.50% $18.781 1 4 FUTA $1,252.08 mhr 1.25% $15.651 1 5 TEXAS UNEMPLOYMENT $1,252.08 mhr 4.25% $53.211 1 7 G.L. $1,252.08 mhr 7.00 % $87.651 1 8 Sick Leave $1,252.08 mhr 2.50 % $31.301 1 9 Vacation $1,252.08 mhr 3.00% $37.561 1 10 $1,252.08 mhr 0.00 % $0.001 1 Labor Burden 35 % 1 1 Total Burden $435.101 1 OH/Profit 10.00% $43.511 1 Grand Total Burden) $478.61 I I Materials I I Flexbase TE�A I I Tn 50.00 $0.001 1 Flexbase TVSI I TN 30.00 $0.001 1 Select Fill I I CY 45.00 $0.001 1 Poly I I Roll 65.00 $0.001 1 Water I MG 15.00 $0.001 I MISC 1 $0.001 Fuel 1 112 pl 5.00 $560.001 Lime n 300.00 $0.001 1 $0.001 1 $0.001 1 Total Materials $560.001 1 OH/Profit 10.00/ $56.001 1 Grand Total Materialsl $616.00 I Equipme it 1 PC 380 1 1 hr 80.00 $0.001 2 PC 360 1 8 1 hr 75.00 $600.001 3 PC 210 1 1 hr 70.00 $0.001 4 PC 138 1 3 1 hr 65.00 $195.001 5 PC D51 I I hr 65.00 $0.001 6 JD 850 1 1 hr 90.00 $0.001 7 JD 750 1 1 hr 78.00 $0.001 8 JD 700 1 1 hr 65.00 $0.001 9 672G Motorqrader I I hr 95.00 $0.001 10 772G Motorgrader hr 110.00 $0.001 11 JD 333 Skid with Blade I I hr 65.00 $0.001 12 JD 325 Skid Steer w/bucket 1 3 1 hr 45.00 $135.001 13 84 inch pad foot roller I I hr 75.00 $0.001 14 84 inch smooth drum roller I I hr 75.00 $0.001 13 60 inch pad foot roller I I hr 60.00 $0.001 14 60 inch smooth drum roller I I hr 60.00 $0.001 15 Water Truck I I hr 50.00 $0.001 1 16 Mobilization I ea 550.00 $0.001 1 Total E a ' $930.001 1 OH/Profit 10. 0% $93.001 1 Grand Total Equipmenfl $1,023.00 ISubs 1 1 Silt Fence If 3.00 $0.001 1 2 Saw cuttiv ea 5000.00 $0.001 1 3 Construction Entrance ea ?,000.00 $0.00 1 4 Trucking- Tree Haul off 3 Ids 450.00 $1,350.001 1 5 Truckinq- Concrete Haul off hr 120.00 $2,640.001 1 Total E�gf'jP $3,990.001 OH/Profit 10. OS/o $399.001 1 I Grand Total Equipmenfl $4,389.00 I Total Labor I $1 377.291 Total Labor Burden 4435.101 Total Materials $616.001 Total Equiren4 $1,023.001 1 Total Subs BOND $4,1389.001 4156.811 "otal for this Change $7,997.19 1 OBRA RAMOS CONSTRUCTION EXTRA WORK ORDER -DAILY linvoice # Date Of Work Request C.0 Customer � {}',AZ Il''t" Job Name (A*4 t Address -G ' RA�1�� (,/�p�-- C'2�j .G Address ri } ice f4 City,State �Gity,state Attn: 1 i Job No Straight Total Material Employee's Name Time Eve Time Hours Equipment Cty �5upc9=1fl 510A Sub Totals To ta} Cost Material Total Labor Description of Work Performed ... .0 Ice,C ?r% NA t-r LForerman's Sig au t .. kxl� z,.� � Print Name/Date ?r'nt Na:�e/Date Customer's Signature Net Cost OBRA RAMOS CONSTRUCTION EXTRA WORK ORDER - DAILY invoice # f " Date Of Work Request C.0 Customer' Address Job t l �1-��' - . Name TQtAV �vj [UtAddress At+utsiG Etta TG City,State '"�'oq-k �- -w ,City,State '�n 0,e-t Attn:� L....��' .. Job No e Time... Hours gai;pr� i & .. . Employee's Name I...STim ht Eve Total t nt 1, �d �FfaL car+-s ��I►aar�e,,� 2.'�,M �a� DG Qty Net Cost I 3 Corp 6k- Sub Tot "T s CLI. als .. .... ...... ..�, ..TataiCost.Nateria t .., _ ,.. i Total Labor ' i,�► Description of Work Performed Forerm n'; Signature POnt Na_rne/&te Customers Signature ..... _ . ,....... " Print Name/Date 0 SUNDT RFI Reference No: SUNDT-RFI-000048 Request For Status: CLOSED -OUT Information 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: Light Pole Removal & Reinstallation at 209+50 Sheet 155 shows for the light pole near station 209+50 to be protected but not removed. In order to switch traffic to Phase 2 stage 1A, this light pole will need to be removed and reinstalled. Please confirm Sundt construction is to remove and reinstall the light pole mentioned and identified in the attached PDF. Attachments: Light pole at roundabout.pdf Proposed Solution : Remove and reinstall light pole identified in the attached PDF. Response Due 15 May 2025 Priority : NORMAL - Normal Co -Author By: Number: Discipline : ELE - Electrical Area : System Estimated Cost Estimated Time Impact: Impact (Days): Document Reference: 57/66/85/155 RFI by: Joel Holcomb, SUNDT On: 12 May 2025 Created By: Joel Holcomb, SUNDT On: 12 May 2025, 08:45:33 AM -6:00 Last Edited By: Joel Holcomb, SUNDT On: 12 May 2025, 08:46:26 AM -6:00 01 - RFI Response BMcD reviewed and agreed that the light pole (near Station 209+50) can be removed and replaced to accommodate construction in the roundabout area. Attachments BMcD Review_RFI-048-Light Pole Removal & Reinstallation at 209+50_2025.05.19.pdf RFI Response by: Joel Holcomb, SUNDT On: 19 May 2025 Created By: Joel Holcomb, SUNDT On: 23 May 2025, 07:32:17 AM -6:00 Last Edited By: Joel Holcomb, SUNDT On: 23 May 2025, 07:32:18 AM -6:00 CHANNELIZING DEVICES J BEGIN TEMP PAVEMENT MARKING J N )T E: cn .r con r�nir n• r�.ro _Tn v`IilKi 25FT SPACING C TY REVIEW AND APPROVAL OF THESE PLANS IS NOT APPROVAL TO REMOVE CITY STREET 5. R)A AND PARKLAND TREES. THE CONTRACTOR OR CITY PM SHALL OBTAIN A TREE REMOVAL ^,I P _RMIT FROM PARD CITY FORESTER PRIOR TO REMOVAL 0= ANY CITY TREES. CONTACT Ivl Z/� p�7G 0_C O 8 7-392-5729 OR 817-392-5739 OR CITYTREEPERM[TSaFORTWORTHTEXAS.GOV. r I�G �-Mq9 lGNt 70`h DURIpING 'G, JRING ALL P EMp}I, C""' �NEDV PNO EL AS DIFT SPAC NG /� \ E M'+19K ING pAMP NS ES lON CC 1VOt oS A DNSSRUBE V, pcLO - -\MCP T ftEp TFUO EX SIGN 10 BE Rl -looVO�h'N'PD`UU�!R`iNG ALL _ - 2_.r FZVE9E0N \ 25A FNE SPACINDEVICES RE VFD pN0 RELOCAt EO RE-1NU-t loll ACS `�- REMOVED V _ 51GN TO DE CONStR __l'�1�A1p0E�E}Z ING D-'VICES 25 F' cPAC ING SED48 R'1 2 _ 48'x'0" EX ROW 1 \ 4 EM'ARKIN -- - ---- -- - - -- ----- -- --- - -- VFP - -- ---- -- - - `� �i 19 ':A 9 48 ' TYPE III 3ARPICADE GO EO III BARRICACE I —CL MCP TA 1 00.0 CMCR S�12 •31. 5 j 3 �CRON,WEEL • ti mCP --� RI -2 ('L1 ROAD -�-�_.---- - - - - - - - - - - 4a G CLOSED_ (Zj .00 -- - - - _.-209.0021 C•00 _ 1 G1i`iP ON DURING _-_. _._-_._ pfto psE p�, iv it tE-s �► a X X X / vP BARRICANSTCRCMVVELL MARINE loll CREEK RO REMOVED AND RELOCATED ~ FRBROPOgOW /r c CVCR —I r y, SlGN�1 \ --- --E% J 9 CHANNEL I "l §ES -� J r ROAD RI1-2 40W ORA L 'dpS�I AG ,RIpOLE SRING p`L /// �(^ CLOSED 4B: 30" ND ftE1-OCAS ED �QQ GO gMOi HERS AOS EC' EK S`c pC tlV�*�iES D ANO AELOCpTEO / C'S'n� i _ __ SO RELO v_ DE REMOVED A CASED 1°- REM?7N 13CI lON E REMOVE 'F l �___•___ _ E% SIGN D pN0 CONSTR EX S}GN SO 8 G1{t PONE OUk ING PLL\ q_r. L 1^Y % 11', E� GN TO gE AE pCLE 'RING AFL ¢ REMS A1%C ,Oht pCX 7VlO AUS OjlES ?CA-E ORING ALL\�� '_PROT LN �UON I'll OS o5 CON PROS EC USE pGt 7V1 SSRUCSS �CdNt � — F F \TlNf(Cl li;C J 1 a 2. E'ER T(HORWID"L BR:CGE, Q RETAINO N G_ WAL*PAIEMENIO'MARKING & SIGNIN e1h�--tRl�..w�.--AN S FOR d SPECI•' x5¢�C 67L3. ' 11' 1 SCALE: 1 0' U - 22'x34 SCALE: 1 - 20' a 1- 11I�23 A$6L ° {{ECryry[��R�Ery�ryR1T,=�Ry7..REMMpLppyy�OOV .WIPHAH RtMUVAL scwe_' CURB/GUTTER REMOVAL Pe—T 'A CITY FSF44GT j,�RTH, TEXAS TRANSPORTATION AND PUBLIC WORI-S INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE Q CREEK ROAD W W w W � � U TRAFFIC CONTROL PLAN a z PHASE 2 STAGE 1A ~ STA 203+50 TO END ! 5H W ORPWVEO HMS scALE- ATE s„EE- CHECKED °RI Lt]a�6`3T0 11K2D, 3_ U i' �i BURNS RMEDONNELL ENEINECRING FIRM F-815 ri .rzeE sEiE Pl—T 'X 7 1a WfR P�,«x �5,< CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE CREEK ROAD rc Y W K U REMOVAL PLAN i STA 208+00 TO END E SHEET to Or 18 3 D SIGNED: ORI CHECKED: OR I S—E SCA-1••3U ONTE: 13/N3] SHEET 155 2 NOTE: CITY REVIEW AND APPROVAL OF THESE PLANS IS NOT APPROVAL TO REMOVE CITY STREET ROW AND PARKLAND TREES. THE CONTRACTOR OR CITY PM SHALL OBTAIN A TREE REMOVAL PERMIT FROM PARD CITY FORESTER PRIOR TO REMOVAL OF ANY CITY TREES. CONTACT 817-392-5729 OR 817-392-5739 OR CITYTREEPERMITSOFORTWORTHTEXAS.GOV. - .. - . - .. - - - - ROTECi E% CA TTPOI(l RELOCDTED AND ice„ REMATRUDtiREMpVED LOCAtED TI OK POLE N OUR NG ALL Ex SIGNS //�7;^ LI Tl0 1t E REMA NT � 40N pGTI E*LAVED '-.. CD CONSTRU TO DE RE O _ _ _--Ex SIGN C5 O--------___ ------- ____________________: RELOCATED ON REµ0VE0 AND i0 DE N EK Q (n D0 209.00 LLJ X X DI_ Z J = U Q _.._.._.._•'PROP H7 EX ROW _ -W-- R FEMA t7gUC tON PTTlV ONP OlT OPW Lis', CATEDJJ / � CANS PROtEGi EUSE CA4' ES OLE TO TNO ALL CON REO'STRP�OtEG EUSEI pit lvDIT E5 F nNSTRUCi ION The street light falls with the limits of construction and should be removed and replaced to accommodate the RAB area work 54h MATCHLINE A -A I - MCP I CMLR I 110.00 ?'9 9� yF I L7P I W �F� q I MATCHLINE B-B SIGN 10 DE REMOVED AND RELOCATED ------------------------------------ 013.111 A j}.PROC CRRD r.HSMARINE — OCATED 10 D E-110 AND REL RE------------ REMOVED AND RELOCATED � 5u000EiOp MgVED ^NO ROLriADL REVISIONS INo er ascalvrloN Y I I I I .N HORIZONTAL ��— 10' 4 SCALE: I" • 20' 11"x17.. SCALE: I' = AD' 22"x3A" SCALE: 1' = 20' LEGEND ® ASPHALT REMOVAL ® CONCRETE REMOVAL DEVELOPER CONCRETE REMOVA — SIDEWALK REMOVAL RIPRAP REMOVAL CURB/GUTTER REMOVAL ------- PROPOSED ROW ------- EXISTING ROW w 2 w O ¢H U a itl 23 0 Tp 4f 5,* ` y11 jf J { RAY RRMY i REXXISY�II ___.� _• 't �CTUII /J_ Su'LE KKL RD NXBURNS ME-DON N E LL ENGINEERING FIRM F-RAS CRY PROJECT -=X2 TPN PROJECT X-2*4 WATER PREHECT X-9574 SEWER PROJECT •X-27574 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE a o CREEK ROAD Y REMOVAL PLAN U z STA 208,00 TO END IIEET 11 or 11 DIINN" OR w OR CHECKED DRI scnLE SCALE=1'nV nTE 1/5I m SHEET U k 209.00 N PROFILE -BARRIER e-z2 ____ MATCHLINE STA 9+00.00 \ � 1 IG •'; I ECO TEMP PAVEMENT MARKI 6CM1R RTA 9.36. 22 2 GIN B ROAD WORK 7501' WORK ZONE G20-9TP AHEAD W20-1 iF(I MCP ADVANCED WARNING SIGNS SEE ABOVE CL CMCR — 1 r L C CR ............................................ 210.00 0 211 .00 NT 2 I � ___ 1 _ _ _ -_--_-_---_-_ 1 � 1 1 1 MATCHLINE STA 11+00.00 ' The street light falls with the limits of construction and should be removed and replaced to accomdate the RABare work I I O 0 ---------------------------- rn _ _ 9 c) LANE ENDS END TEMP PAVEMENT MARKING MCP �00 MERGE Q MCP STA 7.37.35 6• LLI CW9-2 RIGHT 16.89' RT__ 36"x36" _ ._.-.-. 7 00 --`-��: I 5-00 6-00, ---------------- g ADVANCED G SIGNS SEE BELOBELOW — (D _19 ROAD 750' BEGIN WORK WORK AHEAD ZONE G20-9TP W20-I REVISIONS I • E H4. er ascalvrlox Y I I .OR. 0' in, 40' SCALE:: 1" - 20' 11"x17" SCALE: 1' = 40' 22"x34" SCALE: 1' = 20' LEGEND PERMANENT CONSTRUCTION THIS PHASE HIGH -EARLY PAVEMENT THIS PHASE ANENT DRAINAGE/CULVERT THIS �nnbM PER !� TEMPORARY PAVEMENT THIS PHASE COMPLETED PERMANENT PAVEMENT COMPLETED TEMPORARY PAVEMENT A WK ZN PAV MRK REMOV (W) B WK INPAV MRK REMOV (Y) 4"ISLD1 C WK IN PAV MRK REMOV fY) 4"(BRK) D WK IN PAV MRK REMOV (Y) 4"(SLD)(DSL) E WK INPAV MRK REMOV (W) 4"(BRK) F WK IN PAV MRK REMOV (W) 24"(SLD) G EXISTING PAVEMENT MARKING IWI H EXISTING PAVEMENT MARKING lY/ t— TRAFFIC DIRECTION • • CHANNEL IZI NG DEVICES ■ • ■ VERTICAL PANELS - LOW PROFILE CONC BARRIER I_ I TYPE III BARRICADE ------- PROPOSED ROW ------- EXISTING ROW ------- EASEMENT BOUNDARY NOTES; I. ACCESS TO ALL COMMERICAL AND Y w RESIDENTIAL DRIVEWAYS MUST BE 2 MAINTAINED DURING CONSTRUCTION. Ijl O 2. REFER TO ROADWAY, BRIDGE, RETAINING WALL, PAVEMENT MARKING & SIGNING, AND DRAINAGE PLANS FOR SPECIFIC DETAILS. ¢a¢ U a F t 2a 1 0� ip of .a yll t;l '�. .. . S OER _RAY IxWll �.............pai 4 f]cexsE: d� NXBURNS s�.E "° MSDON N E LL ENLL-4.1NL FIRM F-945 CRY PROJECT -w2 TPW PROJECT X-2*4 WATER PMECT 'X-9574 SEWER PROJECT-X-27Y4 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE a K CREEK ROAD Y w K TRAFFIC CONTROL PLAN 0 PHASE 1 STAGE 2A z STA 208+00 TO END a MARINE CREEK PKWY SHEET 14 OF 19 W DES.— HMS SCALE ATE SHEET CHECKED DRI SCALE • I••20' ot/el]023 5] O U END TEMP PAVEMENT MARKING I REVISIONS 4 CZCR LTA 174.63.76 TEMPORARY CONSTRUCTION EASEMENT - IxA. er oEscalvrlox 2 66 END TEMP PAVEMENT MARKING I Y 62NT �28R LTA 174. 74. 76 EEr2� 62D3CRML TAA774E85. MARKING <� N HORIZONTAL G' __ ^' lip' EX ROW RETAINING WALL ______ - SCALE: 1" - 20' -�❑ • •� - __---- 22"x34" SCALE: 1' = 20' IFS,-II'yI _________— O TYPE III BARRICAD LEGEND C) CHANNELIZING DEVICES � PERMANENT CONSTRUCTION iH15 PHASE 0 Rn -2 ROAD �25 FT SPACING CROMWELL MARINE CREEK RD y CLOSED • ROAD RII-2 HIGH -EARLY PAVEMENT THIS PHASE 48"x30' PERMANENT DRAINAGE/CULVERT THIS + 08"x30- CHANNE41ZIN V PHASE CLOSED so Fr � !� TEMPORARY PAVEMENT THIS PHASE ITYPE III BARRICADE COMPLETED PERMANENT PAVEMENT STOP 1 1I CMCR BEGIN TEMP PAVEMENT MARKING Q CMCR STA 177.32. 34 COMPLETED TEMPORARY PAVEMENT 5. 83' IT Q _.- _._.-._._"_ _ _.F._.__. A WK ZN PAV MRK REMOV (W) 4'(SLD) -"--- .......... -- ----BEGIN TEMP -PAVEMENT MARKING ---_.I-- - _ 5.00 Q CMCR STA ITS-IO.86 176.00 - - --"-"-"- - - - 177.00 1 - - -"_ _"- B WK ZN PAV MRK REMOV (Y) 4"(SLD) r2.90, IT P'® C WK ZN PAV MRK REMOV (Y) 4"IBRKI W rg�EGIN TEMP PAVEMENT MARKING VERTICAL PANELS • D WK ZN PAV MRK REMOV (Y) 4"ISLD)IDBLI 75C69R STA 174.92.91 45 FT SPACING E WK ZN PAV MRK REMOV (W) 4"(BRK) J vi _ 11 11 11 E E F WK ZN PAV MRK REMOV (W) 24"(SLD) = G EXISTING PAVEMENT MARKING IWI (� �1• —� H EXISTING PAVEMENT MARKING lY) C E t— TRAFFIC DIRECTION Q SC39RM STAR 174E55 22BRKING / • • CHANNELIZING DEVICES 7 .3V R 7 ■ ■ ■ VERTICAL PANELS LOW PROFILE CONC BARRIER END TEMP PAVEMENT MARKING CMCR STA 174.38. 87 The street light falls with the limits of construction and should I —I TYPE III BARRICADE _ 12. 40' RT be removed and replaced to accommodate the RAB area •- PRGPGSED ROW P -- EXISTING ROW Work -------- EASEMENT BOUNDARY NOTES; Y I. ACCESS TO ALL COMMERICAL AND w 9 + 00.00 RESIDENTIAL DRIVEWAYS MUST BE MAINTAI2 M ATCHUNE ST IN DURING CONSTRUCTION. L O 2. REFER TO ROADWAY, BRIDGE, -1 `\ RETAINING WALL, PAVEMENT MARKING & F_ '1 `\ SIGNING, AND DRAINAGE PLANS FOR ¢a¢ .1\ SPECIFIC DETAILS. U F CHANNELIZING DEVICES 25 FT SPAC NG .(r BEGIN T MP PAVEMENT ARKING €- r CMCR STA 2 0.15.76 1 • SoEXHis9Rerl iliirtiW 28' LT 4:. --' - ECMCRTSM 208-63.90MARKING �► 1--_FX_ROW _-_-_— ______-____— — 8. 94' MCP /,�`p'� _ ND TEMP PAVEMENT MARKING , 13111 xoEE ID !� - -L--- CMCR STA 210•76.51 BURNS SulrE ro0 1.23' LT Deues, rx rszao ------ rk G GR � NXME-DONNELL ENDINEERING FIRM F-R<5 -�---.----- - J 1 CRY PROIEC -W2 ---. ---- _._._._.F._._._._._._._._ _ _._ _ _._. ._ _._oT_ _._ _._ _._._._ni TPW PROJECT-X-� •00 209.00 ' 10.00 0 '1 21 WATER PRCMECT •X-9574 SEWER PR(UECT •X-P4 CITY OF FORT WORTH, TEXAS 'y M PAVEMEN — - i rA zoe• t 1 TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP 25AFTEAINGEVICESSPC__- 00W4a$ \� ,\ • I CROMWELL MARINE o`a CREEK ROAD Y w CHANNELIZIN DEVIC S 1 0: 25 FT SPACIN TRAFFIC CONTROL PLAN o t \ 1 PHASE 1 STAGE 2B z �\ * 1 STA 174+00 TO 178+50 a y \\ i • 1 1, STA 208+00 TO END 3aW `\ IIEET 4 or 7 �+ Al CHLIN 11 +00.00 I oIIHED HMHM: seA E ATE SHEET o $"' M CHECKED DRI SCALE 1••20' ot/el]023 66 U F ................. I I � Q r EE MARpp 55 GG33 m BEGIN TEMCMCRVSTAN2 7;9 7'LT -_ EX ROW ❑ _ _ ----------- ___-_________________________ ____ BEGIN TEMCMCRVEMENT MAZR51T5G rL TA 3. 99' LT CROMWELL MARINE CREEK RD i i05�_ _ _ _ _ _ __ _I_ _ _._._._ _ .- _._._ /_____ �05 �40_ _________ 07.00 ____ t CMCR— D E%ROW— r z___ --- V. ll� 1R011ELL i .Or. • N / C L CD O O O O CHANNELIZING DEVICES 25 FT SPACING MATCHLINE STA I 11+00.00 MATCHLINE STA RI1-2 ROAD 48-x30" CLOSED----------------- REVISIONS I • E IN4 er ascalvrlox I Y I I HORIZONTAL SCALE: 1" - 20' 11"x17" SCALE: 1' = 40' 22"x34" SCALE: 1' = 20' LEGEND PERMANENT CONSTRUCTION THIS PHASE HIGH -EARLY PAVEMENT THIS PHASE DRAINAGE/CULVERT THIS �nnbM PERMANENT !� TEMPORARY PAVEMENT THIS PHASE COMPLETED PERMANENT PAVEMENT COMPLETED TEMPORARY PAVEMENT A WK ZN PAV MRK REMOV (W1 4"(SLD) B WK ZN PAV MRK REMOV (Y) 4"(SLO) C WK ZN PAV MRK REMOV (Y) 4"IBRKI D WK ZN PAV MRK REMOV (Y) 4"(SLD)(DSL) E WK ZN PAV MRK REMOV (W) 4'(BRK) F WK ZN PAV MRK REMOV (W) 24"(SLD) G EXISTING PAVEMENT MARKING IWI H EXISTING PAVEMENT MARKING (Y) t— TRAFFIC DIRECTION • • CHANNELIZING DEVICES ■ ■ ■ VERTICAL PANELS LOW PROFILE CONC BARRIER I —I TYPE III BARRICADE ....... PROPOSED ROW ------- EXISTING ROW -------- EASEMENT BOUNDARY NOTES; I. ACCESS TO ALL COMMERICAL AND Y w RESIDENTIAL DRIVEWAYS MUST BE J MAINTAINED DURING CONSTRUCTION. III O 2. REFER TO ROADWAY, BRIDGE, RETAINING WALL, PAVEMENT MARKING & SIGNING, AND DRAINAGE PLANS FOR SPECIFIC DETAILS. ¢a¢ U a 1 2a apt Gf T44s S OEXNIs _RAY IM4WI 4 <icExsc: d� BUR "° �M�DONS .E NNELL CN°INE.1'.. FIRMf-8A5 CRY PROJECT •w2 TPW PROJECT X-2*4 WATER PROTECT •X-9574 SEWER PROJ&T •X-27Y4 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE a CREEK ROAD Y U TRAFFIC CONTROL PLAN z PHASE 2 STAGE 1A a STA 203+50 TO END SHEET 12 OF 18 W SHEET —NNED HMS I —LE 1ATESMS CHECKED DRI SCALE • I••20' ot/elS.. 85 O U DURABLE SPECIALTIES, INC. CHANGE ORDER SUNDT CONSTRUCTION 8445 FREEPORT PARKWAY, SUITE 240 IRVING, TX 75063 ATTN: JOEL HOLCOMB, SENIOR PROJECT ENGINEER DATE: DECEMBER 18TH 2O24 469.886.6615 P OWNER: THE CITY OF FORT WORTH 469.354.7066 C PROJECT: CROMWELL MARINE CREEK ROAD idholcomb0sundt.com LOCATION: FROM BOAT CLUB TO MARINE CREEK PKWY ITEM# DESCRIPTION QTY UNIT PRICE TOTAL CROMWELL MARINE CREEK: ILLUMINATION STA 100+00 TO STA 208+00 168 3441.3302 Rdwy Ilium Foundation TY 3 1.00 EA $ 3,260.00 $ 3,260.00 CO 1 RELOCATE STREET LIGHT POLE ASSEMBLY 1.00 EA $ 2,671.00 $ 2,671.00 NOTE: 1) REMOVAL OF EXISTING STREET LIGHT POLE FOUNDATION IS EXCLUDED. SUBMITTED BY: PATRICK C. BRYAN BID TOTAL $ 5,931.00 ACCEPTED BY: Price Excludes Concrete Testing/RemovaUReplacemeny Pavement Markings, Ground Mounted Signs Sidewalk/Wheelchair Ramps, Bonding Price Excludes Staking, Layout, Surveying, Temporary Signals, Ground Mounted Signs, Engineering, Foundation Removal, City Permits, Utility Adjustments/Relocations, De -energizing Power Lines, Wrapping Power Lines, Costs Associated with Power Company, Irrigation Repairs/Adjustments/Relocations Durable will not provide primary or non-contributory insurance. or hold others harmless for their actions. Price Includes all labor and materials, sales tax for construction equipment only and insurance for items of work quoted Construction barricades, rumble strips and lane closures are excluded Allow 180 days for traffic signal & illmination poles. (If poles are included). Proposal will be honored for 45 days PAYMENT IN FULL (NO RETAINAGE) IS DUE UPON COMPLETION OF WORK FOR CONTRACTS UNDER $10,000.00. TERMS AND CONDITIONS STATED ABOVE WILL BE INCLUDED IN ANY SUBSEOUENT CONTRACT OR CONTRACT WILL NOT BE EXECUTED P.O. BOX 535969 • GRAND PRAIRIE, TX 75053 • PHONE 972 296 6324 • FAX 972 780 7411 416.121824 CHANGE ORDER) RELO ST LT POLE (J• HOLCOMB) Page 1 of 1 SUNDT RFI Reference No: SUNDT-RFI-000052 Request For Status: CLOSED -OUT Information 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: Tie -In Elevation at Woodcreek Trail At approximately Station 157+75, near the intersection of Cromwell Marine Creek Road and Woodcreek Trail, the proposed roadway design shows a gutter line elevation of 787.67. Per the contract drawings, the new roadway is to tie into the existing Woodcreek Trail, which has a gutter line elevation of 787.50 at the connection point. This results in a 0.17-foot elevation difference, with the existing side street being lower than the proposed tie-in. Our concern is that this discrepancy may lead to ponding at the intersection. Please note: -The curb and gutter along Cromwell Marine Creek Road have already been installed per plan. -The tie-in area at Woodcreek Trail has been excavated and lime -treated but has not yet received concrete. We are requesting clarification on whether the connection should proceed as shown in the plans using the existing elevation of Woodcreek Trail, or if any adjustments are desired to mitigate potential drainage issues. Attachments: Wood Creek RFI Info.pdf Proposed Solution : Response Due 12 June 2025 Priority By: Discipline : CIV - Civil Area Estimated Cost Impact: Document Reference: 178/199 RFI by: Joel Holcomb, SUNDT Created By: Joel Holcomb, SUNDT Last Edited By: Joel Holcomb, SUNDT 01 - RFI Response NORMAL - Normal Co -Author Number: System Estimated Time Impact (Days): On: 05 June 2025 On: 05 June 2025, 06:56:30 AM -6:00 On: 05 June 2025, 06:59:41 AM -6:00 Dennis Ingram, Burns & McDonnell 06.30.2025 4:47 PM BMcD proposes to extend roadway construction (Woodcreek Trail) further north to provide positive drainage to Cromwell Marine Creek Rd. Files Attached (1): CMCR-BMCD-RDWY-PROF_02_2025.06.26.pdf CMCR-BMCD-RDWY-PROF_02_2025.06.26.pdf (Version 1) Properties I Download I Redline Alejandra Ayala, Fort Worth TPW 06.30.2025 4:40 PM Please revise the sheet to show the construction limits and elevations. Joel Holcomb, Sundt Construction, Inc. 06.30.2025 4:00 PM Please provide revised drawings showing the new construction limits and desired elevations. Dennis Ingram, Burns & McDonnell 06.23.2025 3:49 PM Extend roadway construction further north to provide drainage to Cromwell Marine Creek Rd Files Attached (1): BMCD Response _RFI-052 Tie-In_Elevation at Woodcreek Trl_20250623.pdf BMCD Response_RFI-052_Tie-In_Elevation at Woodcreek Trl_20250623.pdf (Version 1) Properties I Download I Redline Alejandra Ayala, Fort Worth TPW 06.17.2025 1:49 PM Please respond within 3 days. Joel Holcomb, Sundt Construction, Inc. 06.16.2025 1:48 PM Please see the attached updated drawing clarifying the survey shots shown in red (see remarks in green). The three northern survey shots represent the existing pavement grade that we would currently need to match to and the three southern survey shots represent the pavement elevations shown on the contract drawings, which has already been placed. Sundt is not disputing that the flow of water should flow to the East and we are in agreement with the elevations of 787.50 to 787.29 respectively as you have noted. The concern is that on the southwestern and northwestern sides of the driveway the proposed elevation of 788.28 is higher than the existing elevation of 787.75 respectively , and with the existing and proposed elevations in the center of the driveway (787.92, 787.93 respectively) being higher than the existing elevation in the northwest corner there is some concern that water will want to drain and collect in that area (see hatched area on attached drawing) and not flow to the East as intended. We have updated the drawing to show how the water would drain based on Sundt's analysis of the current/existing conditions compared to the proposed (already placed concrete) elevations in the contract drawings. Sundt is seeking clarification on whether this potential issue needs to be addressed and if so, direction on how the city would like to proceed in any changes/modification to driveway if required? Joel Holcomb, Sundt Construction, Inc. 06.16.2025 1:48 PM Please see the attached updated drawing clarifying the survey shots shown in red (see remarks in green). The three northern survey shots represent the existing pavement grade that we would currently need to match to and the three southern survey shots represent the pavement elevations shown on the contract drawings, which has already been placed. Sundt is not disputing that the flow of water should flow to the East and we are in agreement with the elevations of 787.50 to 787.29 respectively as you have noted. The concern is that on the southwestern and northwestern sides of the driveway the proposed elevation of 788.28 is higher than the existing elevation of 787.75 respectively , and with the existing and proposed elevations in the center of the driveway (787.92, 787.93 respectively) being higher than the existing elevation in the northwest corner there is some concern that water will want to drain and collect in that area (see hatched area on attached drawing) and not flow to the East as intended. We have updated the drawing to show how the water would drain based on Sundt's analysis of the current/existing conditions compared to the proposed (already placed concrete) elevations in the contract drawings. Sundt is seeking clarification on whether this potential issue needs to be addressed and if so, direction on how the city would like to proceed in any changes/modification to driveway if required? Files Attached (1): BMcD Response _RFI-052 Tie -In Elevation at Woodcreek Trail - AG.pdf BMcD Response_RFI-052 Tie -In Elevation at Woodcreek Trail - AG.pdf (Version 1) Properties I Download I Redline I Remove Dennis Ingram, Burns & McDonnell 06.09.2025 11:53 PM I reviewed the elevations shown on the PDF and the proposed elevation of 787.67 shown in RED at the Woodcreek Trail curb tie-in return is not correct based on the CMCR profile shown. The location is at CL CMCR Sta. 157+49.34 and TC ELEV = 787.79 and GUT ELEV = 787.29. Based on the plan elevations, Woodcreek Trail should drain towards CMCR from ELEV 787.50 to ELEV 787.29. Are the elevations shown in RED from field survey or are they calculated from the plans and terrain models. Files Attached (1): BMcD Response_RFI-052 Tie -In Elevation at Woodcreek Trail.pdf BMcD Response_RFI-052 Tie -In Elevation at Woodcreek Trail.pdf (Version 1) Properties I Download I Redline Alejandra Ayala, Fort Worth TPW 06.05.2025 3:44 PM Please respond within 3 days. Attachments: CMCR-BMCD-RDWY-PROF_02_2025.06.26.pdf RFI Response by: Joel Holcomb, SUNDT Created By: Joel Holcomb, SUNDT Last Edited By: Joel Holcomb, SUNDT On: 30 June 2025 On: 05 June 2025, 06:59:41 AM -6:00 On: 07 July 2025, 07:52:32 AM -6:00 REVISIONS Y 1 23,21ExreNo R000caEEx 3aL 31E-Ix N N N _________._._._._._._._.i r_____-________�_-_. 0—HORIZONTAL 40 MARINEICREEK HILLS SCALE: I" 20' [e II"xSCA SCALE: I• = 40' PHASE 1, SECTION I o 22"x39" SCALE: 1• = 20' VOL. 38�-196, PG. 40 MARINE CREEK HILLS C RTC T.C.T. PHASE I, SECTION! I w MARINE CREEK HILLS VOL. 388-196, PGJ 40 II VERTICAL C.R.1 C.T. = PHASE I, SECTION I 0' 4' R' Q• CONTRACTOR SHALL FIELbVRIFY VOL. 388-196, PG.140 p —� PAVEMENT TIE-IN ELEVA rr 10 '� C. R. T. C. T. Y SCALE: 1" 4' QTO PROVIDE POSITIVE D lq�1 AGE w u 11"x17.. SCALE: 1- 8' ---- ---TO CROMWELL MARINE CRE RD w---------------------------- w 22"x39" SCALE: 1' 9' I 14 TIE IN TO 1 ,QU r---- U PAV ME!91' 3 I I I I WOOD STA 10. 5. 00 I Q W D - p o LEGEND TIE IN TO EXISTI TIE IN TO EXIST PAVEMENT AF o }.PAVEMENT AT aoT• POCK °DTp GLEN .ELEV. 787.83� ELEV. 787. 82 I PROP CURB RAMP O CONCRETE PAVEMENT OFF 13.651 OFF 14. 15 I TIE IN TO EXIST TYPE P-I TIE IN TO EXIST ITCH EXIST PAVEMENT T °D PAVEMENT O RAISED MEDIAN TIE IN SIDEWALK EXIST c0I Q, ROCK STA I.30. 00 66 TRAFFIC DIRECTION SIDEWALK Ei WOOD STA 10.30. 00 o�l' GLEN STA 10.30. 00 PROP CURB RAMP �/`_ TIE IN TO EXIST NI NI �� TYPE R-1 SIDEWALK L DFF 50. 00' LT TIE IN TO - 27 8' PROP CURB RAMP i F 46.50' LT EXIST SIDEWALK - PROPOSED ROW CT1YRE-R=L—_ E1 --- F.. 1�W PROP CURB RAMP T ------- _ '--- ) I i 27 5' l W _ �2 - EX ROW ( E1 p EXISTING ROW - EASEMENT BOUNDARY — � },...-: 190.- aL. Q'I„G .p...�� � � —WI �-- _-��� �• — - � ..� —C2—_ � - —Wt_ PROPOSED RETAINING WALL WD - — - —r C2 /-0 REFER TO PI TABLE �o! OO— �- -------- - - -'- - -------------- ELEV. 787.93 PROP CURB RAMP � ' o CROMWELL MARINE CREEK RD I TYPE P-2 F m1 t_ jCROMWELL MARINE CREEK RD -4— CROMWELL MARINE CREEK RD NOTES ______________________________________------------------------------- ______________ _________ _1__________________ ____________ I ALL STATION CALLO TS AND ___1 CL WOOD STA 10.91.59 = 1 FL ROCK STA 10.91. 45 = S U Q CMCR R. CMCR STA 157.15.19 1 CMCR CL CMCR � DIMENSIONS ARE TO FACE OF FL CMCR STA 159.66. 38 w I I I CURB UNLESS NOTED OTHERWISE. _._ _................. _._-_._-_._._ _._ _ = JW.1— .- L7._ _._ ._._ _._ _ W._ _._._._._ _._— W1 — -. — -�y{ ._. I ._-_-_._._._._._._. 2. CONTRACTOR SHALL ADJUST ALL 2 F y EXISTING UTILITY BOXES AND SURFACE 157.00/ --- 159.8 i 162.00 -�--- _ 1 w (; B', `% OH OH rLL GLEN STA CMCR STA 10.91.97 APPURTENANCES TO FINISHED GRADE. p ___ Q rL WOC!D (i R(iCK rL LEN D a 805 795 790 ~ so u srzs IF's 800 _ 790 `• u. h :3 T85..................... ril.Riul ELA= 781E 49 MATCH GUTTER L = 4. OfI STA I )•50. 95 /� wZ MOP ROCK P},L P /r �{TCF GUTTER E: GROUND STA 0.33. 95 n 795 w �' 785 MATCH GUTTEER �^' �' -mom-- �•� STA •10 50. 59 -�'� L = 5.10 Qg E, GROUND BURNS SUITE NOEL ao 11 m '� :! MLL- o1.x rs2ao PI OP WOOD P v v EL 87. 93 Nn'OP GLEN PAL �M�DONNEL �3L • • 3 2 V / L EN6I NEEMi NO FIRM o o n b 790 TIE El �ROUNO_ "r__�.�------- 780 __-__�- '/. 775 °� 'r` Cm PROJECT-W2 STA I!0.05. 00 ?� GR�N6ECT -A-2SS4 l _ ! WATERTpw RPFNECT-X-17574 SEWER PROJECT •X-27Y4 $T/ 10.30. 00 _ JTA 10.48195 �____-_4 p1 ' - - .2.00 7 a fi STA 10.05. 0( - .50 •• ^ (�L 781. 371 TIE TO EX 2. P,f�b CITY OF FORT WORTH, TEXAS gy GROUND r i ^ 7B5 EL 788 1 EX I ROUND I 775 i w w y 9. 00 770 STI� 10.30. 00 i• ;TA 10 4& 97 TRANSPORTATION AND PUBLIC WORKS STA •! 10.25. 00 - L$pTA 10.47123 ''I I I I i `�L 773.52! INFRASTRUCTURE DESIGN EL = �87. 97 lL= 5. 86I I M I w 4 - 4, oo & CONSTRUCTION GROUP �Wff 780 ! 770 765 r+ n < CROMWELL MARINE O 4aI'II'I' o o CREEK ROAD x 775 x I 765 I. i. i. j 760 I', i. SIDE STREET PROFILES yip <ip 1„ F x x rd oi1r� of o� ni�P vni� v�ri ui�c �ms scALE=1 as rzozs SHEET OF s Ix x F! 1!11 DESNED HMS CE DATE SHEET n10.n0n0n21n0.5n0 10.00 10.50 10.00 10.50 M CAD RI 3 () rl► R NZI R I + 1 cEY� 1701 Legacy Drive, Suite 2000 Frisco, Texas 75034 Email: anu@obraramos.com Cell: 214-548-9598 Texas MBE # HMMB2750ON0725 Texas DBE # HMDB42783NO724 Date: 9/11/2025 Bid Date: Documents: GC: Joel D. Holcomb Date of Plans: Attention: Specifications: Email: Soils Report: Project: Cromwell -Marine Creek/Woodcreek Addendums: Location: Cromwell Marine Creek Fort Worth, Texas CHANGE ORDER REQUEST NO.12 T and M Work from 8127/2025; RFI 052 Woodcreek Drive ITEM DESCRIPTION JUNITIQUANTITI TOTAL I 1 Total Labor LS 1 $ 2,294.40 2 Total Materials LS 1 $ 1,408.00 3 Total Equipment LS 1 $ 1,848.00 4 Total Subs LS 1 $ 1,600.50 5 P&P Bonds LS 1 $ 143.02 TOTAL CHANGE ORDER REQUEST NO.12 $ 7,293.92 NOTES: T and M sheets attached Authorized Signature Prepared By: Anu Kafle of Acceptance Phone: 214-548-9598 Obra Ramos Construction Project Name: Cromwell -Marine Creek Subcontractors Work Breakdown and Pricing Change Order#11 Reason for Change Order: T&M Work Date: 9/11 /2025 Description of Products and Work Qntv Unit Unit Extended Cost Cost ILabor 1 Field Supervision I mhr 60.00 $0.001 1 2 Surveyy 4 mhr 45.00 $180.001 1 6 99yyerator I I mhr 30.00 $0.001 1 7 IG1G 00 1 1 mhr 35.00 $0.001 1 8 Ex 0 1 8 1 mhr 30.00 $240.001 1 8 Skid�01 16 1 mhr 30.00 $480.00 9 Laboror 24 1 mhr 27.00 $648.001 10 WT Op 4 1 mhr 30.00 $120.001 11 PM/Acct 0.10 ea 100001.1,5 00.801 $157.081 1 Labor $1585.081 1 OH/Profit 10.00% 4158.511 1 Grand Total Labor $1,743.59 I (Burden 1 WorkersCo7ensation $1585.08 mhr 8.00% $126.811 1 2 Social Security $1,585.08 mhr 7.25% $114.921 1 3 Medicare $1585.08 mhr 1.50% $23.781 1 4 FUTA $1,585.08 mhr 1.25% $19.811 1 5 TEXAS UNEMPLOYMENT $1585.08 mhr 4.25% $67.371 1 7 G.L. $1,585.08 mhr 7.00% $110.961 1 8 Sick Leave $1585.08 mhr 2.50% $39.631 1 9 Vacation $1,585.08 mhr 3.00% $47.551 1 10 $1,585.08 mhr 0.00% $0.001 1 Labor Burden 35 % 1 1 Total Burden $550.821 1 OH/Profit 10.00% $55.081 1 Grand Total Burden) $605.90 I I Materials I I Flexbase Tv� A I I Tn 50.00 $0.001 1 Flexbase TyDI I TN 30.00 $0.001 1 Select Fill I I CY 45.00 $0.001 1 Poly I I Roll 65.00 $0.001 1 Water I MG 15.00 $0.001 I MISC 1 $0.001 Fuel 1 256 1 01 5.00 $1,280.001 Lime n 300.00 $0.001 1 $0.001 1 $0.001 1 Total Materials $1 280.001 1 OH/Profit 10.00% 4128.001 1 Grand Total Materialsl $1,408.00 I I Equipme it I 1 PC 380 1 1 hr 80.00 $0.001 2 PC 360 1 1 hr 75.00 $0.001 1 3 PC 210 1 1 hr 70.00 $0.001 1 4 PC 138 1 8 1 hr 65.00 $520.001 1 5 PC D51 I I hr 65.00 $0.001 1 6 JD 850 1 1 hr 90.00 $0.001 1 7 JD 750 1 1 hr 78.00 $0.001 1 8 JD 700 1 1 hr 65.00 $0.001 1 9 672G Motorqrader I I hr 95.00 $0.001 1 10 772G Motorgrader hr 110.00 $0.001 11 JD 333 Skid with Blade I I hr 65.00 $0.001 12 JD 325 Skid Steer w/bucket 1 16 1 hr 45.00 $720.001 13 84 inch pad foot roller I I hr 75.00 $0.001 14 84 inch smooth drum roller I I hr 75.00 $0.001 13 60 inch pad foot roller I I hr 60.00 $0.001 14 60 inch smooth drum roller 1 4 1 hr 60.00 $240.001 16 Water Truck 1 4 1 hr 50.00 $200.001 17 Mobilization I ea 550.06 $0.001 1 Total Ell. $1 680.001 1 OH/Profit 10. 0% J168.001 1 Grand Total Equipmentl $1,848.00 ISubs 1 1 Silt Fence If 3.00 $0.001 1 2 Saw cuttiv 1 55 1 If 9.00 $495.001 1 3 Construction Entrance I ea 5,000.00 $0.001 1 4 Trucking- Haul off I Ids 450.06 $0.001 1 5 Truckinq 8 1 hr 120.06 $960.001 1 Total Ell. $1 455.001 1 OH/Profit 10. 0% 4145.501 1 I Grand Total Equipmentl $1,600.50 I I Total Labor I $1 743.591 1 Total Labor Burden 4550.821 1 Total Materials $1+408.001 1 Total EqulpJnent $1 848.001 1 1 Total Subs BOND $000.501 4143.021 "otal for this Change $7,293.92 1 OBRA RAMOS CONSTRUCTION EXTRA WORK ORDER -DAILY i,n,v,olCe # M jDate of Work Request C.0 'Customer Job Name C P-0 M A Q),N r__ (-goo Address M Address -F-b M WFL M A?,, iCity,State � 1htb CityState T::-1i +,Njw61 FIT-" :Attn: Job No 1 T14 bo,115 P Straight Total Material Employee's Name Time Eve Time Hours Equipment Qty N 45vi p rf4L 14 I _xALRar4e, —, a ve, J e- _L-EGSQijLn ad :5 Sub Totals Total Labor en.A ez, d 4 H LIM C- D) Ato af- 6 A Total Cost Material Description of Work Performed eA,l Ae- -rO __ejZ, vlrh 1'r- A, —1 Q 't 414 164 JE J,�) C . r.-. - - ��r�_ ­ . Forrman's Signature AL _yAomej-lsli-gff� ure Print Name Date Print Name/Date- Z,7 4v� o-elw woajug)- OKRA RAMOS CONSTRUCTION EXTRA WORK ORDER - DAILY Invoice # Date Of Work Request C.O -Customer 41_;(1 IVT Job Name ckkt .Address �Rnl�w_ L� t�yN G i It Address CP-oul+�thf�r� M. <_ City,State �'( 1/� 111¢. y rt City,State rj g T V,6 pW xr, Attn: t16F_ L. Job No �2_L1 06,5 Straight Total Material '& Employee's Name Time Eve Time Hours Equipment Qty Net Cost y IL6 L 0 0 LF-) " b o �l AgcOA_ 1A1• @G lb0G `S R E F-r l w. Do 5: ob Sub otaIs I i Total Labor Total Cost Material Description of Work Performed z.- /� Forerman's Signature Customer's Signature 12kT-� Zl�,Ciw r' Print Name/Date Print Name/Date SUNDT RFI Reference No: SUNDT-RFI-000053 Request For Status: CLOSED -OUT Information 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: Water -vault Adjustment at SW corner of Huffines There is a water -vault located at the SW corner of Huffines that is not shown to be adjusted. In order to install the right -turn lane and sidewalk in this area, the water -vault will need to be adjusted. Sundt has proceeded with this adjustment to keep on schedule. Attachments: RFI-053-Watervault Adjustment at SW corner of Huffines Backup.pdf Proposed Solution : Adjust the water -vault to fall within the sidewalk. Response Due 10 June 2025 Priority : NORMAL - Normal Co -Author By: Number: Discipline : CIV - Civil Estimated Cost Impact: Document Reference: 506 RFI by: Created By: Last Edited By: 01 - RFI Response Area : Joel Holcomb, SUNDT Joel Holcomb, SUNDT Joel Holcomb, SUNDT Dennis Ingram, Burns & McDonnell 06.17.2025 9:24 AM BMcD agrees with adjustment of the water vault Alejandra Ayala, Fort Worth TPW 06.13.2025 12:38 PM Please respond within 3 days. Estimated Time Impact (Days): System : On: 06 June 2025 On: 06 June 2025, 09:36:21 AM -6:00 On: 06 June 2025, 09:36:21 AM -6:00 RFI Response by: Joel Holcomb, SUNDT On: 17 June 2025 Created By: Joel Holcomb, SUNDT On: 19 June 2025, 12:11:55 PM -6:00 Last Edited By: Joel Holcomb, SUNDT On: 19 June 2025, 12:11:55 PM -6:00 Before Adjustment After Adjustment Q CROMWELL MARINE CREEK RD ___ m w --a•_______yx� H PROP ROW •_.. _.. Q _.._.. _.._. _.. UTILITY EASEMENT ........................ Z MAJOR MANHOLE ADJUSTMENTS TO EXISTING 17391 PG245 WATER LINE. REFER TO CITY OF FORT WORTH DETAIL 33 39 10 0137 CONTRACTOR TO ADJUST WATER VALVE RISER CL CMCR STA: 143+27.83, 13.97' RT TO PROPOSED GRADE. REFER TO CITY OF EXIST. WTR MH ELEV. 774. 17 FORT WORTH DETAIL 33 12 20 D126 PROP MH ELEV. 773.47 Ck CMCR STA: 146.27. 07, 53.89' RT N: 6995837.2267 EXIST. MH ELEV. 761.65 E: 2302830.9285 PROP MH ELEV. 763.12 N: 6995770.6998 E: 2303129.8824 MAJOR MANHOLE ADJUSTMENTS TO EXISTING HAYCO REALTY, LTD. WATER LINE. REFER TO CITY OF VOL. 14192, PG. 644 FORT WORTH DETAIL 33 39 10 D137 C. R. T.C. T. 6. CMCR STA: 146.27. 29, 59. 12' RT EXIST. WTR MH ELEV. 761.61 PROP MH ELEV. 762.89 N: 6995765.4700 E: 2303130.1274 20' WATER EASEMENT D204126094 60' DRAINAGE EASEMENT (TEMP) 9149 PG1040 Z 9' There is a water -vault located at the SW corner of Huffines that is not shown to be N adjusted. In order to install the right -turn lane and sidewalk in this area, the water -vault will need to be adjusted. Sundt has proceeded with this adjustment to keep on schedule. I it 7i I 1 BLOCK 17 �J1 j MARINE CREEK HILLS "'• ! '• PHASE 1, SECTION I PROP TC E_ W �t INST-D220338995 -- -- - c C. R. T. C. T. I . ' I I �/ ,,'• ` PROP ROW � PROP ROW 11--- I50 DO--.T. 0 I�_i_.� 4 1 z ____i �I _!r_ _ _ _________._.___________ __E% ROW J .� LOT I, BLOCK J l MARINE CREEK RANCH HAY CO REALTY, LTD. — �.I� ! I INST.- 0217119504 VOL. I4192, PG. 644 Q I ' I C. R. T. C. T. ! C. R. T.C. T. ONTRACTOR TO ADJUST WATER VALVE RISER 10 PROPOSED GRADE. REFER TO CITY OF ! j 'ORT WORTH DETAIL 33 12 20 D126 I - r L CMCR STA: 146.79. 10, 42.87' LT I it 1� i jl I :XIST. MH ELEV. 762.71 'ROP MH ELEV. 762. 86 j T I I I J: 6995867.7347 ! - 2303181.3863 15' SEWER EASEMENT L' i No 8482 PG1317 it _ _ ,I i Imo' I 4 i i REVISIONS IHo er ascalvrlox I D E I I I HORIZONTAL D• 4n' 8l1, SCALE: Imo" • 40' II"xl 7" SCALE: 1' = 80' 22"x34.. SCALE: 1' = 40' I. CONTRACTOR SHALL COORDINATE WITH THE CITY OF FORT WORTH WATER DEPARTMENT TO SCHEDULE CLOSING OR OPENING OF ALL VALVES. 2. EXISTING WATER TRANSMISSION LINES SHALL ONLY BE SHUT DOWN ONCE. TRANSMISSION LINES MAY NOT BE OUT OF SERVICE DURING THE HIGH DEMAND SEASON, DEFINED AS MARCH 1ST THROUGH DECEMBER IST OF EACH YEAR BUT IS SUBJECT TO CHANGE. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK TO ACCOMMODATE AVAILABLE SHUT DOWN TIMES. 3. CONTRACTOR SHALL ADJUST ALL EXISTING VALVE BOXES AND VAULTS TO FINAL GRADE. ALL WORK ASSOCIATED WITH ADJUSTMENTS TO FINAL GRADE SHALL BE SUBSIDIARY TO THE BID -ITEM, AND NO SEPARATE PAYMENT SHALL BE MADE FOR INTERMEDIATE ADJUSTMENTS. 4. REFER TO EXISTING UTILITY LAYOUT, 2 ILLUMINATION PLANS, REMOVAL PLANS, AND DRAINAGE PLANS FOR SUPPLEMENTAL INFORMATION. QF U a 1/09f13 OF x/ S Xexws eer IWxWI 4 .<icExsc: d� BURNS SUi oo M` "° SDONNELL EN°IxR .W FIRM F-& cm PR0.IECT •lDrore TPW PROJECT •K-2 WATER P7 ECT •X-9574 SEWER PROJECT •X-27574 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE a CREEK ROAD Y K U UTILITY ADJUSTMENT PLAN = STA 141+00 TO STA 150+50 � SHEET s OF 13 w DES-ED KMM S-LE 1=40 FTE SHEET O CHECKED DRI 1/el]023 50s K U SUNDT RFI Reference No: SUNDT-RFI-000054 Request For Status: CLOSED -OUT Information 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: Unforeseen Waterline at SD-A5 STA 10+50 During the installation of the proposed 24&rdquo; RCP for line SD-A5 (sheet 286) an unknown existing waterline was discovered at approximate station 10+50, elevation 795.70 &ndash; top of pipe (see first page of attachment and corresponding pictures). The existing waterline seems to connect to an existing hydrant that is located North of the proposed 24&rdquo; RCP line. At it&rsquo;s current elevation, this existing waterline runs through the proposed RCP line and will be in conflict regarding installation. Sundt is requesting confirmation that the waterline is to be re-routed and encased with concrete or flowable fill to allow for the continued installation of line A5. Attachments: RFI-054-Unforeseen Waterline at SD-A5 STA 10+50 Backup.pdf Proposed Solution : Re-route and encase the existing waterline below the proposed storm drainage line. Response Due 12 June 2025 Priority : NORMAL - Normal Co -Author By: Number: Discipline : CIV - Civil Estimated Cost Impact: Document Reference: 286 RFI by: Created By: Last Edited By: 01 - RFI Response Area : Joel Holcomb, SUNDT Joel Holcomb, SUNDT Joel Holcomb, SUNDT Estimated Time Impact (Days): System : On: 09 June 2025 On: 09 June 2025, 01:20:04 PM -6:00 On: 09 June 2025, 01:20:04 PM -6:00 Dennis Ingram, Burns & McDonnell 06.13.2025 10:29 AM BMcD concurs that the existing unknown waterline is to be re-routed and encased with concrete or flowable fill to allow for continue installation of Line SD-A5. Alejandra Ayala, Fort Worth TPW 06.10.2025 1:50 PM Please respond within 3 days. RFI Response by: Joel Holcomb, SUNDT On: 13 June 2025 Created By: Joel Holcomb, SUNDT On: 19 June 2025, 11:51:11 AM -6:00 Last Edited By: Joel Holcomb, SUNDT On: 19 June 2025, 11:51:11 AM -6:00 A..H.. SOKOL zaaon 0J Unknown existling waterline in Vol 5155 P ]l conflict with proposed 24" RCP at Ama��^6GKGLG�a'�6e^ V015)]6,Pp t Sta. 10+50, Elev. 795.70 (top of GRTA.T. 1 pipe) RCP iD SG-A324�RC -Z. 2 50-A324'R�- ^= 4P SO-A324"R SP \ 1 21' RCP .. 2®" RCP �I� 1 R sG-w3151ao. .. .. 1d+oo -_-`- 1 c "tee:D6-.17d� r-"- - - - - - - -= - - - - - - - + _._._._._.- - - - - - -'- - - - - - - - ---------- * -------------- SO Q F' t - - -1U) (nl SD-.45c I -A5C SD-A5e 21•RCP---'EX24'WLI--}'-ZC 21"RCP---_ZO- _--EX24"WL--_ =ZO-- 21"RCP-C-- --ZO.----ZJ!W Wi J'o -- .. .. uX SD-A524"RCP 4.—lM SD-A52_''RCP TP SD-A524'RCP - Z9 a*oo 9*00 10 oa (� .. .. .. 12, D: A524"R��= n -00 ... .. '�IU CONST STD 4'SQUARE JUNCTION BOX Lot 1, Block 1 1 RIM=798.62 Fax Acres N 6995814.5] 1n # D217113411 1 E2299]55.16 CRTCT 1 i 1 i 1 I Intemat #0214269453 Harvest ABdNon I C R T.C.T. IQ STA 0+00.00 S 1 1"x 80° WYE CONS 815.77 N 6995815,7) NST STD 4'+SQUARE JUNCTION JUNCTION BOX E 2299498.15 RIM= 799.19I1S.X 1 N 6995816.96 - E 2299240.18 1 i InstR.><21 TO 8136 1 FoxtilsLp D21620]90]LC pp I C.R.T.CT. I i C.N,T.C,T Hydrant that I seems to connect to waterline SD-A5 sin- - -- --nb-- - - -- ---- - <----- ----- - -- - - ---- -- - ---- - -�- -- ---- - ----- --- -- 0 -------------- _76 a - -__ry-------__----.-----------------—__—_—__' _—__—_—_—_—__—_—_______—__—_—_—_. y y -- - --- - - - �] - �'�, I \ '1 '� � �- - -100 VR HGL ---- ---•�•------- ...� -- _------------ _------• _-------__---- •------•---------- -. -__ - - _ _• -____ - _ _ - f VLF16:RCP-.---- -i---- Dw E---:-- - ----V-----------_-----.-------- jETIVEEN. W.------- ------ ----' --------------------_-_-_----------. 7qn -- BETWEEN SSNJA GO CROSSING ����--------------�--------------� ,m- r ---- ----ter ----------- --------------------- - -C �7 2 ---- -------------- -_-------------- a ------------ --- ---------------------------- --- - K 24'RCP Q.m= )2 _ V 4Tfs ---- ---------------- ------------'�--_-------------------------------- v = s 2 r V = S.fi fps �W g existling waterline in conflict ---- -- - -- ---- -- ---- - ----- ----- - - -- --- with proposed 24" RCP at Sta. 10+50 - ---- -- - -- -- ---- - - g Tao - - -- --------:---- Elev. 795.70 (top of pipe) - ---- -- - -- - -- -- ---- - ----- --- - es k $4 LLLL 6+00 7+00 8+00 9+00 10+00 LLLL 11+00 12+00 Existing Unknown existing waterline (Sta. 10+50, Elev. 795.70 (top of pipe) �10, oaw2s OO sal appa.nr this moment was eutlrorizetl by Raul M Zavala, P E. No. 144856 Owumeniwahoui atth Pad a0lRwtwn o o ,bt, Tma EaBtl Dlaan9�naar.a an mmaltaa unaarma E^Olnee6,g Patllca REV. DATE REMARKS��YYVV 1 2 41_5 NISEDPROFICELELE"VATIONS FLECT FLOWLINES R 800 ENG NEER: HIIL-11 6^o PARX-I 41"i FORT ^ P NFORNWDRTn PHONE 2 761nELAND SOLUTIONS 7X FIRM NO 12207 CITY OF FORT WORTH, TEXAS 79n TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN &CONSTRUCTION GROUP CROMWELL MARINE < o CREEK ROAD x w L U 780 STORM DRAIN PLAN & PROFILE LINES SD-A5 STA 5+00 TO 13+00 < ILI DESIGNED R2 SCALE SHEET -N. /it/2025 289 O IY U REVISIONS HD.I qiE I oEscFl iloN r HORIZONTAL SCALE: t" = 40' N II"z17" SCALE: 1" - BO' 22"z34" SCALE: 1" = 40' 1 D FGFNOF IITTI ITV TYPFC ABANDONED UTILITY—X—X—X—X— COMMUNICATIONS OL "B" AT&T ITEL E) ---Cl - — AT&T FO/DUCT) — - C2 - SPECTRUM (CABLE) — - —C3 — - — ZAYO (FO/DUCT) — - —C4 — - — MTC (FO/DUCT) — - —05— - — I •• 1 • �.� OL "C"/OL 'D" ` 2 r14 ? AT&T ITE /D — 0 -- r / 3 AT&T (FO/DUCT) ©-- )4 _ I I SPECTRUM (CABLE) —© ZAYO (FO/DUCT) -- - 4 JO i MTC (FO/DUCT) - ©� I I I ~ II ONCOR ELECTRIC IFE K3J GROUP, LLC 1 ELECTRIC / POWER — OL "B" I DELIVERY CO., LLC r INST. #222023042 1 MANAGE LC oncoR OL "C"/OL 'D"Et — VOL. 2652, PG. 425j C.R.T.C.T. j I I C. R. T. C. T. I C21 6 T C.,T7 r OL B • — GAS / PETROLEUM 13 I ONCOR O ATMOS ct- r 73 II ..'I TRANSN'LI SSION— I O ATMOS PIPELINE PLI I BARNETT GATHERING P 2 — - ollU y 0 OL C'/GL D I PROP F.C1'; ATMOS ----- T _ _ ___ O ATMOS PIPELINE ml 12 ' I � P4 -' i a _ + BARNETT GATHERING �! _ _ _.__ ___ ____. _._ _____ __.-_ ______ __-___ ______________ SANITARY SEWER rc - _W1— —W1 O OL B" W -- -- CITY OF FORT WORTH - — WWI — — OL C"/CL D" j!qp 1 65 /�66 f r ROMWELL MARINE CR=E� R7 Q CITY OF FORT WORTH < STORM DRAIN a _ __- OL "B" •00 h 7 Cl. 02-Qzi - G3 0 ___. - I 7 (n CITY OF FORT WORTH — SDI — — a I �43— 1 1 I B --�- CITY OF FORT WORTH ----- _z POTABLE WATER u 134 - ---- -I J CITY OF FORT WORTH OL B- —wi— — F / /�_________�TRANSMI-----____ __ r _-_120,121,122 J/ - _ —_-I__________________- _______ __ Q OVERHEADOFFFORT WORTHaLI Ec /aL 'D _ _ _ _ 1 _ _ _ _ = OL C"/CL D SSION f ONCOR PP.OP ROW wl j ! _ ! `' ONCOR - 1 OH .`.' 119 71 SPUST LODGE -154 SPECTRUM 2 , VOL. 5776, PG. 578 L.__-._ ZAYO - 3 ONCOP, ELECTRIC ♦ AT&T - 1" IT CO., LLC C. R. T. C. T. _ _PT,y,�eiy _ VO-. 2652, PG. 425 ! nc r - c.R.T.C.T. **BURNS a° AWL— � _ **BURNS _I EEwl'a au°E 9q5 NOTES: vaa�ECr •x 2a64 2 t. THE EXISTING UTILITY INFORMATION IS BNONTI BASED ON waiER PROJECT • 55Ta INFORMATION PROVIDED BY THE RIOS GROUP IN MARCH 2O22 SEWER vROJEC7 •x-7/5I4 p a AND MAY NO LONGER MATCH EXISTING CONDITIONS. CITY OF FORT WORTH, TEXAS 2. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND 2 LEGEND OF UTILITY SYMBOLS SIZE OF EXISTING UTILITY INFORMATION BEFORE THE START TRANSPORTATION AND PUBLIC WORKS END CAP C ELECTRIC HANDHOLE Q STORM SEWER INLET [NL OF CONSTRUCTION ACTIVITIES. ° 8 aUALIT• LEVEL CHANGE 7 ELECTRIC JUNCTION ECK (CABINET) C STORM SEWER MANHOLE INFRASTRUCTURE DESIGN TEST HOLE t ELECTRIC MANHOLE STORM OUTFACE & CONSTRUCTION GROUP U'ILIT' CONTINUATION ELECTRIC POLE (POWER) ® WASTE WATER CLEANOUT �a ELECTRIC POLE W/RISER G WASTE WATER MANHOLE � ATV cae[NET © LIGHT POLE FIRE HVDRanr CROMWELLMARINE Woe CATV HANDHOLE © SIGNAL POLE S ® ¢ O y R, CATV PEDESTAL © SIGNAL HANDHOLE/BOX C WATER MANHOLE ® 11 23 CREEK ROAD TRANSMISSION POLE WATER METER ® --�. w FI3ER HANDHOLE ❑` WATER VALVE m TE_EP HONE CABINET O GAS METER WATER VAULT K TE_EPHONE HANDHOLE (VAULT) ❑O GAS TEST STATION 0 w ' TE_EP HO 4E MANHOLE ® GAS VALVE yzbzi K © ® �,oE�xl EXISTING UTILITY LAYOUT ` TE_EPH04E PEDESTAL ® GAS VENT PIPE )GAS RISER) q., P1 Excv ,e Q TE_EPHovE POLE cc) STA 100+00 TO STA 109+00 TE'_EPH04E POLE W/RISER ( SHEET 1 OF is DESIGNED: DRI SCALE' DATE: SHEET `C Ow aCj� CHECKED DRI SCALE=t =10' 1�LOP] q80 U WTI 799 L " 0 . I WF L 8" ! y. •�,I�'f PVC E _ - LOT 1, BLOCK 1 V!� F X ACRES �S Catt I I `•!!!i: FOXFIRE 1--1s = 798.40 MANAGEMENT 'VC E 784. - - -i !� L_C FL 8' PVC W 'F UTILITY EASEMFN- DDIT INTERNATIONAL HAR T �IOf1' 02162C7907 TOF B. PVC W - !i D214269453 INST. r«D 214269453 45- C. R. T. C. T. '-I- -- C. R. T. C. T. 74 1. — — --—————-—=� ——— ——— ——— 7 —-----------� -- - I 00� - 10 OCR - - III CQ__.- I I 0, -- ',.i - 4,C0. 19,0 - tN _______ O.i_ --_ - L_ -1) i CR,CMWELL MA<INE CREEK RD 1 3 q U ____________ PROP ROW)________ ----- I _i_____-_-_________-___________-----_-_______ ___ _____________x,•,._________ _____.. Q 67 I AMERICAN SOKOL ORGANIZATION 'SPJST LODG€ .154 I VOL. 5195, PG. 571 OL. 5776, PG. 578 4 i C. R. T. C. T. C.A1;., T. C. T. w I I a a LEGEND OF UTILITY SYMBOLS END CAP C ELECTRIC HANDHOLE Q STORM SEWER INLET [NL ° 8 QUALIT• LEVEL CHANGE 7 ELECTRIC JUNCTION BOX (CABINET) CE STORM SEWER MANHOLE TEST HOLE t ELECTRIC MANHOLE STORM OUTFACE U'ILI T" CONTINUATION ELECTRIC POLE (POWER) ® WASTE WATER CLEANOUT �a ELECTRIC POLE W/RISER WASTE WATER MANHOLE ^�o CATV CABINET © LIGHT PO W. CATV HANDHOLE © SIGNAL POLE ® FIRE HYDRANT y �y CATV PEDESTAL © SIGNAL HANDHOLE/BOX C WATER MANHOLE TRANSMISSION POLE WATER METER FI3ER HANDHOLE ❑` WATER VALVE m TE_EP HONE CABINET O GAS METER WATER VAULT TE_EPHONE HANDHOLE (VAULT) ❑T GAS TEST STATION 0 ' TE_EP HO 4E MANHOLE ® GAS VALVE ` TE_EPHO4E PEDESTAL ® GAS VENT PIPE (GAS RISER, TE_EPHO4E POLE cc) TE'_EPH04E POLE W/RISER REVISIONS HD.I .iE I DEscH: i:ox r HORIZONTAL SCALE: 1" = 40' N 1I"z17" SCALE: 1" - 80' 22"z34" SCALE: 1' = 40' 1 FRFND (1F IITTI ITV TYPFC ABANDONED UTILITY-X-X-X-X- COMMUNICATIONS OL "B" AT&T ITEL E) - - CI - - AT&T FO/DUCT) - - C2 - SPECTRUM (CABLE) - - -C3 - - - ZAYO (FO/DUCT) - - -C4 - - - MTC (FO/DUCT) -05- - - OL "C"/OL 'D" AT&T (TLLE)-- AT&T IFO/DUCT) -- - ©- - SPECTRUM (CABLE) - - -©- - - ZAYO (FO/DUCT) -- - ®- - MTC (FO/DUCT)- ELECTRIC / POWER ONCOR OL "B"_ -El- ONCOR OL 'C'/OL 'VE1 - GAS / PETROLEUMQL B' 35-1 461 ATMOS- 11 n ATMOS PIPELINE - PLI U BARNETT GATHERING - - P_2 - - OL C'/OL "D' ATMOS --P G1-- \. ATMOS PIPELINE - 1 BARNETT GATHERING - PL2 -f)I- SANITARY SEWER OL "B" w - -_ - CITY OF FORT WORTH -WWI- - OL %7/0L D" > w CITY OF FORT WORTH - WW1 - ❑ STORM DRAIN OL B" F CITY OF FORT WORTH - - SDI OL 'C"/OL "D" CITY OF FORT WORTH - SDI - - U 3 POTABLE WATER OL "B'. CITY OF FORT WORTH - - W1- - OL "C"/CL "D" ____________________ CITY OF FORT WORTH - OVERHEAD UTILITIIES OL "C"/QL "D" ONCOR - 1 OH SPECTRUM - 2 ZAYO - 3 AT&T 4 .._ NBURNS "''"°``a° MEDONNELL '` EEw1�a1-F-a•° NOTES: vaOJECI •x 2864 1. THE EXISTING UTILITY INFORMATION IS SHOWN BASED ON INFORMATION PROVIDED BY THE RIOS GROUP IN MARCH 2OU wgrER PRDJECT •x-95]a SEWER PRDJELT •x-27574 AND MAY NO LONGER MATCH EXISTING CONDITIONS. CITY OF FORT WORTH, TEXAS 2. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND SIZE OF EXISTING UTILITY INFORMATION BEFORE THE START TRANSPORTATION AND PUBLIC WORKS OF CONSTRUCTION ACTIVITIES. INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE QO nz3 CREEK ROAD x re�E�eq .DNA i w U f....E... w o xx, 96"j EXISTING UTILITY LAYOUT STA 109+00 TO STA 117+00 Q (N V SHEET z OF 13 DESIGNED: KMC SCALE' DATE: SHEET `C CHECKED ORI -E=l- tiflrN2l 007 0 SUNDT RFI Reference No: SUNDT-RFI-000037 Request For Status: CLOSED -OUT Information 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: 12" Waterline Crossing at Provinces St & Cromwell Marine Creek Rd There is an existing 12" waterline crossing Cromwell Marine Creek Rd at Provinces St., which is currently positioned approximately 2-3 inches into the newly proposed subgrade. Please confirm whether it is acceptable to leave the 12" waterline in its current location or if any modifications will be required. Proposed Solution : Response Due 04 April 2025 By: Discipline : CIV - Civil Estimated Cost Impact: Document Reference: 494/509 RFI by: Created By: Last Edited By: 01 - RFI Response Priority : NORMAL - Normal Area : Joel Holcomb, SUNDT Joel Holcomb, SUNDT Dennis Ingram, Burns & McDonnell 05.15.2025 2:02 PM 12-WL Adjustment Files Attached (1): CMCR-BMCD-UTL_WTR_PP_06_2025.05.15.pdf (Version 1) Properties I Download I Redline Estimated Time Impact (Days): Alejandra Ayala, Fort Worth TPW 05.05.2025 3:04 PM Please add updated sheets to RFI. Sundt will close the RFI when plans are received. Joel Holcomb, Sundt Construction, Inc. 05.02.2025 9:11 AM RFI will be closed once revised drawings are received. Co -Author Number: System : On: 01 April 2025 On: 01 April 2025, 08:50:39 AM -6:00 On: Dennis Ingram, Burns & McDonnell 04.23.2025 11:42 AM 1st lower the north leg of the 12-inch waterline to accommodate installation of the proposed westbound pavement. 2nd lower the south leg of the 12-inch waterline to accommodate installation of the proposed eastbound pavement. The waterline will need to be shut off to accommodate lowering and reconnection. Alejandra Ayala, Fort Worth TPW 04.22.2025 6:15 PM Dennis Rodgers is looking into shutting down the water line on Providence Street so it can be lowered once. Please revise the plans accordingly. Joel Holcomb, Sundt Construction, Inc. 04.21.2025 12:16 PM RFI will be closed once revised drawings are received. Dennis Ingram, Burns & McDonnell 04.11.2025 8:13 AM The 12-inch waterline will be adjusted to avoid the conflict. Updated plan sheet will be provided to Sundt the week of 4/14/25. Andre Alves, Fort Worth TPW 04.01.2025 2:45 PM Please Respond by 3 days. Attachments: CMCR RFI-3712-Inch WL Crossing Province.msg CM CR-BMCD-UTL_WTR_PP_06_2025.05.15. pdf RFI Response by: On: 15 May 2025 On: 15 May 2025, 02:27:16 PM -6:00 On: 15 May 2025, 02:27:16 PM -6:00 Joel Holcomb, SUNDT Created By: Joel Holcomb, SUNDT Last Edited By: Joel Holcomb, SUNDT 1. CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATION OF EXISTING WATER LINE ,OR FIELD VERIFYIPRIOR TO CONNECTION TO VERIFY LOCATION OF EXISTING JOINT AT CONNECTION POINT -A. I ¢I -I 3 wj ti EXIST.20" WL STA. 10.06. 91 I W II J I I Q I ; 1n PROVINCES: St Q m POINT B. I �- (� �� z W s I I � I z u v POI POINT C NT D I _ w z I i w 12" I II I Z I �I V) I I k I I I I I I,I REVISIONS II I ) pS�, sEt5 ,2-Ixcx we1E111 MIT E"T I I HORIZONTAL A' ID• �G, SCALE: I" ° 10' II"x17" SCALE: 1- = 20' 22"x39" SCALE: 1' = 10' N4IE5: 1. CONTRACTOR SHALL COORDINATE WITH THE CITY OF FORT WORTH WATER DEPARTMENT TO SCHEDULE CLOSING OR OPENING OF ALL VALVES. 2. EXISTING WATER TRANSMISSION LINES SHALL ONLY BE SHUT DOWN ONCE. TRANSMISSION LINES MAY NOT BE OUT OF SERVICE DURING THE HIGH DEMAND SEASON, DEFINED AS MARCH 1ST THROUGH DECEMBER 1ST OF EACH YEAR BUT IS SUBJECT TO CHANGE. CONTRACTOR 15 RESPONSIBLE FOR COORDINATING THEIR WORK TO ACCOMMODATE AVAILABLE SHUT DOWN TIMES. 3. CONTRACTOR SHALL ADJUST ALL E%ISTING VALVE BOXES AND VAULTS TO FINAL GRADE. ALL WORK ASSOCIATED WITH ADJUSTMENTS TO FINAL GRADE SHALL BE SUBSIDIARY TO THE BID -ITEM, AND NO SEPARATE PAYMENT SHALL BE MADE FOR INTERMEDIATE ADJUSTMENTS. 4. REFER TO EXISTING UTILITY LAYOUT, ILLUMINATION PLANS, REMOVAL PLANS, 1/11. AND DRAINAGE PLANS FOR SUPPLEMENTAL J INFORMATION. O Q TEE :6 GV I-6" GV RON ..____... EXIST ....._.._.._. CRYSTAL LAKE DR t T 1- a .__,_ REMOVE, OF EX I5Tj G 2" WL ....- REMOVE 9 _-- --. -- - -_- -� - T C O` Tp � l -- - -- ±+ i S 1 ..oiixis �rt� 1— - POINT ---E%tST��ROUND_____-___-1__-_- POiNE C � PROP. PAVEMENT SE T1011 P01 pT B - �;._ i 760 -T55 - ____ I T r.l_WWx�x irEzl o -____ <-• FEX1�T._I� WL -__ --- _ r T z z' vc yGq tx s 4 gp0 _P --98 f=FT -CLEARANCE BETWEEN i2' AND 24 INCH sDL F- W4 T9s 1 i + r 4 1 + r r 1 • -II BURNS SUI IE raEL 700 RD LL.B. 1,. T52.D �MSDONNELL END I NEERI NG FIRM f e4 INCH L W .. $` 5 "'- "--"'"" • EXIST. 2-0 SDL 746.8 ECEV. F 1= Xi5Y E-- idCH WV♦'- 790 -"" ; ; . - """- •--"""- CRY PROJECT •lo- TPW PItOJEC7 •K-2B59 WATER PACUECT •X-2T574 O TION/ECEV. _ 734 ECEV i 735 1 --} SEWER PROJECT•X-PJ5]4 0 I 25° v$RT BEND 32 ei' WW i } r r 1 1 CITY OF FORT WORTH, TEXAS E EV. 795. 65 — 730 1 ' • CONNECT To EX15T�-2k�/L� + r 1 END II. 25° V. 7 BEND — CSTAOO 1C 63 OT ECEV 748' - A--10 30. 67, ELEV. 79 B. oo - conk RAcroR To FIELD vERikr TIE-IN _- 725 TRANSPORTATION AND PUBLIC WORKS --.... --.. —LOCATION/ELEV... .. _._ .�.�...._..�. .._._....� $aw'4 10.00 rov 10.50 f T INFRASTRUCTURE DESIGN I SrRvEYDATA & CONSTRUCTION GROUP CMCR ELEV. (FT) CMCR STATION OFFSET (+))RTT EMST GRND Feature code F.G. ELEV. DIFFERENCE Fu7oF.G. CROMWELLMARINE p o ---------- POM-A 12N WL AFTER CREEK ROAD Y W 1]2+]109 -35.08 _SS150.32 JOINT 3.87 � - PONT-B 12N BLUE WL U ....-......- 17z+7o.52 -2238 � ]50.50 AT Jorur 15080 009 12-INCH WATER LINE ADJUSTMENT z 12+7062 -10.12 T50.08 12N BLUE WL 75083 07e PLAN &PROFILE a o� POINT-D STA 10+'14.91 TO 10+63.07 pCj 1T2a T0.95 1fi3 T9B9fi 1 NWL 761. 108 - W ...- _. -- _....--.;. .__-._.--r -- .......:..... s 01 1 3 11 x00 DESIcrvED DHI CHECKED BKB scnLE= r=1o' nTE 1_0. SHEET 521A � U SUNDT RFI Reference No: SUNDT-RFI-000056 Request For Status: CLOSED -OUT Information 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 037-12Inch Waterline Crossing at Province St Per direction from the City of Fort Worth in RFI 037, the existing 12" water line must be lowered to achieve the required vertical clearance above the 48" water line and to avoid conflict with the new roadway subgrade. The original response identified in RFI 037 has been adjusted by the City of Fort Worth and is decreasing the vertical coverage above the 48" water transmission line but increasing the vertical coverage between the 12- inch waterline and bottom of subgrade. Based on discussions with the City, the adjusted response will need to be performed in two separate phases. Those phases are as follows: Phase 1: o Lower the 12" water line to provide a minimum 2' of vertical clearance above the 48" water line, using the already available subgrade within the current demo limits. o Reconnect to the existing 12" water line at the end of the Phase 1 section. o This will allow us to shift traffic for Phase 2 work. Phase 2: o After the traffic shift, lower the remaining section of the 12" water line. o This portion of the 12" waterline crosses an existing storm drain. Sundt is proposing to use 22.5° bends to dip the water line below the storm drain and bring it back up to reconnect to the existing 12" main. Request for Information / Action: o Please confirm the City approves the proposed phasing plan for the water line lowering. o Provide record drawings or any known information on the diameter and invert elevation of the existing storm drain crossing in Phase 2. o Confirm that using 22.5° bends to route the 12" water line under the storm drain is acceptable or advise if another method is preferred. o Clarify whether any special bedding, clearance, or protection is required for the water line beneath the storm drain. Attachments: RFI056_RFI37 Revision Markup.pdf Proposed Solution : Phase 1: o Lower the 12" water line to provide a minimum 2' of vertical clearance above the 48" water line, using the already available subgrade within the current demo limits. o Reconnect to the existing 12" water line at the end of the Phase 1 section. o This will allow us to shift traffic for Phase 2 work. Phase 2: o After the traffic shift, lower the remaining section of the 12" water line. o This portion of the 12" waterline crosses an existing storm drain. Sundt is proposing to use 22.50 bends to dip the water line below the storm drain and bring it back up to reconnect to the existing 12" main. Response Due 13 June 2025 Priority : NORMAL - Normal Co -Author By: Number: Discipline : CIV - Civil Area : System Estimated Cost Estimated Time Impact: Impact (Days): Document Reference: 521A RFI by: Joel Holcomb, SUNDT On: 10 June 2025 Created By: Joel Holcomb, SUNDT On: 10 June 2025, 06:54:44 AM -6:00 Last Edited By: Joel Holcomb, SUNDT On: 10 June 2025, 06:55:21 AM -6:00 01 - RFI Response Dennis Ingram, Burns & McDonnell 07.02.2025 11:48 AM Shifted the proposed adjusted waterline further south to provide 3' of vertical clearance from the top of pipe to top of pavement. Added flowable fill at waterline under 24" storm line, and added notes about thrust block restrains. Files Attached (1): CMCR-BMCD-UTL_WTR_PP_06_RL_2025-07-02.pdf CMCR-BMCD-UTL_WTR_PP_06_RL_2025-07-02.pdf (Version 1) Properties I Download I Redline Dennis Ingram, Burns & McDonnell 07.01.2025 12:43 PM BMcD provided updated 12" WL layout. Files Attached (1): BMcD Review _RFI-056-Revision to RFI 037-12Inch Waterline Crossing at Province St.pdf BMcD Review_RFI-056-Revision to RFI 037-12Inch Waterline Crossing at Province St.pdf (Version 2) Properties I Download I Redline Alejandra Ayala, Fort Worth TPW 06.30.2025 4:42 PM Please upload the revised sheet per the resolution of the RFI. Joel Holcomb, Sundt Construction, Inc. 06.26.2025 2:40 PM Sundt will close RFI upon receiving the revised plan sheet showing the 36" reference. Sundt will proceed based off of this directive. Alejandra Ayala, Fort Worth TPW 06.23.2025 3:12 PM The decision by the City is to place the 12" WL 36" below the top of the pavement and add flowable fill between the 12" WL and 48" Main. Please provide a change to the plan sheet. Joel Holcomb, Sundt Construction, Inc. 06.19.2025 12:49 PM See comments below and attached from John Kasavich. Alex, there is no clearance in this scenario, and if there is any issue with the 48-inch the 12-inch will be damaged as well. I have copied Field Operations to confirm, but I would suggest the 12-inch water (DI) go under the 48-inch water in this scenario, backfilled with flowable fill. We need to review a revised plan sheet from the consultant showing the test hole results and actual separations. Thanks. John Kasavich. Files Attached (1): John Kasavich Initial Email Response 2025.06.18.pdf John Kasavich Initial Email Response 2025.06.18.pdf (Version 1) Properties I Download I Redline I Remove Dennis Ingram, Burns & McDonnell 06.17.2025 10:09 AM Resonse to Question 1: BMcD approves the proposed waterline lowering phasing plan. Response to Question 2: Record drawing W-2004 posted/provided. Question 3: BMcD agrees that using 22.51 bends to route the 12" water line under the storm drain is acceptable. Question 4: Maintain a minimum of 2-ft vertical clearance between the 12-inch waterline and storm line. Embed the pipe in sand per D101. Place the 12-inch waterline in a casing pipe, if 2-ft vertical clearance cannot be achieved Files Attached (3): BMcD Review _RFI-056-Revision to RFI 037-12Inch Waterline Crossing at Province St.pdf BMcD Review_RFI-056-Revision to RFI 037-12Inch Waterline Crossing at Province St.pdf (Version 1) Properties I Download [Most Recent] I Redline D101 - EMBEDMENT FOR WATER LINES 12-INCH AND SMALLER.pdf D101 - EMBEDMENT FOR WATER LINES 12-INCH AND SMALLER.pdf (Version 1) Properties I Download I Redline W-2004.pdf W-2004.pdf (Version 1) Properties I Download I Redline Download All Attached Files (.zip) Alejandra Ayala, Fort Worth TPW 06.13.2025 12:39 PM Please respond within 3 days. Attachments: CMCR-BMCD-UTL_WTR_PP_06_RL_2025-07-02. pdf RFI Response by: On: 02 July 2025 On: 26 June 2025, 02:16:06 PM -6:00 On: 07 July 2025, 06:56:50 AM -6:00 Joel Holcomb, SUNDT Created By: Joel Holcomb, SUNDT Last Edited By: Joel Holcomb, SUNDT 1. CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATION OF EXISTING WATER LINE (OR FIELD VERIFY)PRIOR TO CONNECTION TO VERIFY LOCATION OF EXISTING JOINT AT CONNECTION POINT -A. CONNECT TO EX.ST.,Z..L STA. 10.14.91 EXIST.20" WE STA. 10.06. 91 W�111 /JO LLI J II Q I , W PROVINCES: Sti Q I I I I ~ t t t 4i ELI m m � C III m SURVEY SPOU 'NET' D I SURVEY POINTC I POINT B cr w� w RP OP-- -WTI - I SUNVEY 10150 N } } LO :11 PROP 12" WL PO NT A I� IF]1 Q O I LO x --_• - _: I CONSTRUCTION:! - - -- 91' OF -LOWER THE 12 WL TO PROVIDE A MIN 2 ----• `VERTICAL CLEARANCE ABOVE THE EXIST - WL- - -- --- 1 -- - .._.._x -- (1) BEGIN 42.i50;- VERT;BEND f 0 02 fqv 745 13) CONNECq-59 69, LFV. . A 1 fig ELEV 748 760 EXIST 12 WL STA. 10-63.07 60NTRACTOR TO 755 LOC ATIQN/ELEV 750 PKASF 2 CONSTRUCT; LOWER THE NEMAINI'; 745 PROVIDE A MIN. 2 BENEATH THE EXIST INSTALL TIE DOWN 740 E2. 50°VERY ICAL BE 735 1 STA. IV"y9a02 ? W 730 (4) END 22 5CI' VE STA 1d "07 725 (5) BEGIN h SO` -3iA t(j.-76:97 Fff W Yg>4 -1 T T i-T - �LB. £ONNEC TIZ'*X "X w ' EXIST: G 12'-- "'D"OMTRAOTOR TO w>--- -57*. D /ELf'A T_ _ _ �22'' _. _ ...---A r..., 7�7�if1�1: 10N. OF 1'2 WL TQI T1 CAL CLEARANCE TORM DRAIN LINE., - BLOCKING AT EACH, DETAIL 0132 , _745 65 . 741.90� 4- NO (UP):1 ' -74+. 90l--HICK SECTION OF! WL ON NORTH SIDE AND 12 GV. VERIFY YIE-IN 748. 00 I REVISIONS I f � N9. �s��s`ti �2-IN[x we,ExLIrE eo.�5*IEx* I I HORIZONTAL 0• 0. 0, C SCALE: I" 10' \ II"x" SCALE: 1- = 20' 1 22"x3179" SCALE: I' = IO' CONNECT TO I: EXIST. 12" WL NOTcc_ :- W/L STA. I1 .12.22 1. CONTRACTOR SHALL COORDINATE WITH THE E%1ST. CITY OF FORT WORTH WATER DEPARTMENT TO I-12"%6" TEE I -12" GV SCHEDULE CLOSING OR OPENING OF ALL 1-6" GV VALVES. \ EXIST ROW 1 I _.._ _ _ _ � �� �� . .......... 2. EXISTING WATER TRANSMISSION LINES SHALL - X T. 12" WE ONLY BE SHUT DOWN ONCE. TRANSMISSION LINES MAY NOT BE OUT OF SERVICE DURING )0 THE HIGH DEMAND SEASON, DEFINED AS MARCH 1ST THROUGH DECEMBER 1ST OF EACH YEAR BUT IS SUBJECT TO CHANGE. CONTRACTOR 15 RESPONSIBLE FOR COORDINATING THEIR WORK TO ACCOMMODATE I AVAILABLE SHUT DOWN TIMES. 3 CONTRACTOR SHALL ADJUST ALL E%ISTING I CRYSTAL LAKE DR 1 I VALVE BOXES AND VAULTS TO FINAL GRADE. I ALL WORK ASSOCIATED WITH ADJUSTMENTS I I TO FINAL GRADE SHALL BE SUBSIDIARY TO THE BID -ITEM, AND NO SEPARATE PAYMENT 1k fff SHALL BE MADE FOR INTERMEDIATE jlj i ADJUSTMENTS. I I 4. REFER TO EXISTING UTILITY LAYOUT, I ILLUMINATION PLANS, REMOVAL PLANS, II I AND DRAINAGE PLANS FOR SUPPLEMENTAL J : INFORMATION. O FOR 13 WL b'DJUSI'MEN (PER :DETAIL DIO:I) i-REMDVF -443' OF ;EXISTING 12 WI -r;;-FHAS r--a C-4ST44JCT-I49N_,_ - , + G t , , + , 1 1 F T REMOVE 4 OF EXIST�N LF2' NL T tE.k j E 1 CONSTROLTI N _ j- + PHASE I + s� °m MY.. AW ` -�--} - 1 POIVTYL .GROUND i_ J-_ ___ ___ -+--J frszt POINT U 1 -- '-. - SURVEY -- l60 (5 17 _ POINS C PAVEMENT SECT 1011 +f Y --- j PROP. - SURV _%IST. 24' SDL _ . EXI$ GRSu R. POIryT B { T { B EL V. 755 u. 146. - E - FIVE (2 (a EK15T,-1?WL _ _ - __ - 'tSil] NOEL RD , , I.: IvIMSDONNELL URNS BDI1E 9p I G- j 745 9.LLe�. T, 75210 8 �XIST• T W I (6) 27 EN61NEEnINc Flxu F B.5 STa� I'0 t , DO -. t _ - -- _ L V 4 ry 790 $AA.. J]y,-l�]�Wl. )(F$F. 48-..FNCH WI ---_-.- _ 15- EL{Vri#-P .._ __.._. T I+CTPW T'PawECT io101P E i♦$ 5', 1 (7)0' ... 7 _ 735 I EREPROJECT PFROJECT'x89i EANnRACTOR-- O,,agRiiFa� t- 39 I { 5 1;N 9' 27 i + } _ CITY OF FORT WORTH, TEXAS p ] 6 , I- - 1 -- - -- TRANSPORTATION AND PUBLIC WORKS ijE TIN L CAI OM EL V ♦ 730 Y } i 725 INFRASTRUCTURE DESIGN sUR & CONSTRUCTION GROUP CROMWELL MARINE TO" - TT STAL�T) 7�BD t izLJ CREEK ROAD VVLAFTER 75032 3.67 JOINT 172+71.09 r i { _ ----------------- - - - J------ -1n--- - ---{POINT-e izIN BLUE wL 12-INCH WATER LINE ADJUSTMENT '� v v ' _ N -z2 a6 7so so 7soso 0.09 PLAN & PROFILE ttI - -_,....I' _ .an..__, V 172+M.52 AT JOINT Q o _ i-- -------- - -- {- -`03 o v r I� v - v m v PONT-C -10.12 75D W 121N BLUE WL 7so.83 0.7E STA 10+14.91 TO 10+63.07 +-i m Dv - MO i� ii �O i� NO i� IPOINT-D 5 OF 1 W ....1_ ...t_..{.._.� 1 O.2 $ : ; N 172+70.95 1.63 749.96 12N WE 751.04 1.0E B 3 N -'-- ti I E , 1D ATE EF ti '�--; I '; P tl '� � � tl r � t1 '� DES�NED D�YI SCA = _ � 10.00 0.50 10.75 11.00 CHECKED BKB 1-21 521A FORT WORT CITY OF FORT WORTH WATER DEPARTMENT INSTALLATION POLICY AND DESIGN CRITERIA outside diameter of each main, an alternate alignment should be considered. If an alternate alignment is not feasible, as agreed to by Water Department Staff, special coordination and review will be required to be approved. In no case shall the excavation of either main impact the bedding or embedment of the other main. 5.6.5.2 Storm Drain When water mains are parallel to storm drains, the minimum horizontal clearance shall be 5 feet as measured from the outside diameters of each main, or as required by the Transportation/ Public Works Department, whichever is greater. • When water mains cross storm drains, the water main should cross over the storm drain with a minimum clearance of 2 feet as measured from the outside diameters of each main. o If the minimum clearance of 2 feet crossing over the storm drain cannot be achieved, casing or an alternate alignment may be required. o If crossing over the storm drain cannot be achieved, the water main should cross under the storm drain in accordance with the City's Standard Construction Specifications and Details. 33 11 12 PVC Pressure Pipe 5.6.5.3 Franchise Utilities — A minimum clearance of 3 feet horizontally and vertically shall be maintained from all franchise utilities such as gas, electric, fiber optic, and cable within City right-of-way. Proposed franchise utilities shall cross beneath water mains. Where the minimum clearance cannot be accommodated, less than minimum clearance may be allowed at the discretion of Water Department Staff. • Coordination with each utility is required to confirm clearance requirements. • The more stringent clearance requirements will be enforced. 5.6.5.4 Non -Franchise Utilities —Water mains proposed to parallel or cross existing non -franchise utility lines, such as gas/energy pipelines, shall adhere to the owner of the gas pipeline's clearance, and other, requirements. At a minimum, water mains shall maintain a horizontal clearance of 3 feet and vertical clearance of 3 feet, as measured from the outside diameters of each main. However, if the non -franchise utility contains an impressed current cathodic protection system, a minimum horizontal clearance of 5 feet and vertical clearance of 3 feet is required as measured from the outside diameters of each main DESIGN CRITERIA FOR WATER SYSTEMS 63 MAY 2019 33 11 12- 1 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page I of 9 SECTION 33 1112 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Polyvinyl Chloride (PVC) Pressure Pipe 4-inch through 24-inch for potable water, wastewater and reuse applications 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. 33 0131 — Closed Circuit Television (CCTV) Inspection 4. 33 04 40 — Cleaning and Acceptance Testing of Water Mains 5. 33 05 10 — Utility Trench Excavation, Embedment and Backfill 6. 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 7. 33 11 11 —Ductile Iron Fittings 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measured horizontally along the surface from center line to center line of the fitting, manhole, or appurtenance 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 linear foot of "PVC Water Pipe" installed for: 1) Various sizes 2) Various types of backfill 3) With or without restrained joints b. 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 linear foot of "Sewer Force Main" installed for: 1) Various sizes 3. The price bid shall include: a. Furnishing and installing PVC Pressure Pipe with joints as specified by the Drawings b. Mobilization c. Pavement removal d. Excavation CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 33 11 12 - 2 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 2 of 9 e. Hauling f. Disposal of excess material g. Furnishing, placement and compaction of embedment h. Furnishing, placement and compaction of backfill i. Trench water stops j. Thrust restraint, if required by Contract Documents k. Gaskets 1. Clean-up in. Cleaning n. Disinfection o. Testing 1.3 REFERENCES A. Reference Standards 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. American Association of State Highway and Transportation Officials (AASHTO). 3. ASTM International (ASTM): a. D1784, Standard Specification for Rigid Poly (Vinyl -Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. b. D3139, Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals. 4. American Water Works Association (AWWA): a. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. b. C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipes and Fittings for Water. c. C900, Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 IN through 60 IN (100 mm thru 1,500 nun). d. M23, PVC Pipe — Design and Installation. e. M41, Ductile -Iron Pipe and Fittings. 5. NSF International (NSF): a. 61, Drinking Water System Components —Health Effects. b. 14, Plastics Piping System Components and Related Materials. 6. Underwriters Laboratories, Inc. (UL). a. UL 1285, UL Standard for Safety Pipe and Couplings, Polyvinyl Chloride (PVC), and Oriented Polyvinyl Chloride (PVCO) for Underground Fire Service. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS A. Product Data CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 33 11 12 - 3 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 3 of 9 For PVC Pressure Pipe that is used for water distribution, wastewater force mains or wastewater gravity mains, including: a. PVC Pressure Pipe b. Manufacturer c. Dimension Ratio d. Joint Types 2. Restraint, if required in Contract Documents a. Retainer glands b. Thrust harnesses c. Any other means of restraint 3. Gaskets B. Shop Drawings: When restrained joints are required, furnish for PVC Pressure Pipe used in the water distribution system or for a wastewater force main for 24-inch and greater diameters, including: 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in Texas including: a. Working pressure b. Surge pressure c. Deflection 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed Professional Engineer in Texas, to verify the restraint lengths shown on the Drawings. Lay schedule / drawing for 24-inch and greater diameters sealed by a Licensed Professional Engineer in Texas including: a. Pipe class b. Joints type c. Fittings d. Stationing e. Transitions f. Joint deflection C. Certificates Furnish an affidavit certifying that all PVC Pressure Pipe meets the provisions of this Section, each run of pipe furnished has met Specifications, all inspections have been made and that all tests have been performed in accordance with AWWA C900. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Finished pipe shall be the product of 1 manufacturer for each size, unless otherwise approved by the City. 1) Change orders, specials, and field changes may be provided by a different manufacturer upon City approval. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 33 11 12 - 4 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 4 of 9 b. Pipe manufacturing operations shall be performed under the control of the manufacturer. c. All pipe furnished shall be in conformance with AWWA C900. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store and handle in accordance with the guidelines as stated in AWWA M23. 2. Secure and maintain a location to store the material in accordance with Section 01 6600. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Pipe 1. Pipe shall be in accordance with AWWA C900. 2. PVC Pressure Pipe for potable water shall meet the requirements of NSF 61 and NSF 14. 3. Pressure Pipe shall be approved by the UL. 4. Pipe shall have a lay length of 20 feet except for special fittings or closure pieces necessary to comply with the Drawings. 5. The pipe material shall be PVC, meeting the requirements of ASTM D1784, with a cell classification of 12454. Outside diameters must be equal to those of cast iron and ductile iron pipes. 6. As a minimum the following Dimension Ratio's apply: Diameter Min Pressure Class (inch) (psi) 4 through 12 DR 14 16 through 24 DR 18 7. Pipe Markings a. Meet the minimum requirements of AWWA C900. Minimum pipe markings shall be as follows: 1) Manufacturer's Name or Trademark and production record CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 33 11 12 - 5 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 5 of 9 2) Nominal pipe size 3) Dimension Ratio 4) AWWA C900 5) Seal of testing agency that verified the suitability of the pipe C. Pressure and Deflection Design Pipe design shall be based on trench conditions and design pressure class specified in the Drawings. Pipe shall be designed according to the methods indicated in AWWA M23 for trench construction, using the following parameters: a. Unit Weight of Fill (w) = 130 pcf b. Live Load = AASHTO HS 20 c. Trench Depth = 12 feet minimum, or as indicated in Drawings d. Maximum E' = 1,000 max e. Deflection Lag Factor = 1.0 f. Working Pressure (PW) = 150 psi g. Surge Allowance (PS) = 100 psi minimum h. Test Pressure = 1) No less than 1.25 times the stated working pressure (187 psi minimum) of the pipeline measured at the highest elevation along the test section. 2) No less than 1.5 times the stated working pressure (225 psi minimum) at the lowest elevation of the test section. i. Maximum Calculated Deflection = 3 percent j. Restrained Joint Safety Factor (SF) = 1.5 k. Maximum Joint Deflection = 50 percent of the manufacturer's recommendations. 2. Verify trench depths after existing utilities are located. a. Accommodate vertical alignment changes required because of existing utility or other conflicts by an appropriate change in pipe design depth. b. In no case shall pipe be installed deeper than its design allows. 3. Provisions for Thrust a. Thrusts at bends, tees, plugs or other fittings shall be mechanically restrained, corrosion resistant joints. b. In addition to the mechanical joint restraint required for all bends and fittings, horizontal and vertical bends shall be restrained by concrete thrust blocking and by mechanical joint restraint along the length of the pipe, as recommended by the pipe manufacturer, unless shown otherwise in the design drawings. Inclusion in the plans of dimensions for joint restraint lengths along the pipe, or dimensions for concrete thrust blocking, shall be interpreted to mean the exclusion of the other method of restraint, unless both methods are specifically required in the plans. c. No thrust restraint contribution shall be allowed for the restrained length of pipe within the casing. d. Restrained joints, where required, shall be used for a sufficient distance from each side of the bend, tee, plug, valve, or other fitting to resist thrust which will be developed at the design pressure of the pipe. For the purpose of thrust the following shall apply: 1) Calculate valves as dead ends. 2) Design pressure shall be greater than the pressure class of the pipe or the internal pressure (Pi), whichever is greater. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 33 11 12 - 6 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 6 of 9 3) Restrained joints shall consist of approved mechanical restrained or push - on restrained joints as listed in the City's Standard Products List as shown in Section 0160 00. 4) Restrained PVC pipe is not allowed for pipe greater than 12 inches. e. The Pipe Manufacturer shall verify the length of pipe with restrained joints to resist thrust in accordance with the Drawings and the following: 1) Calculate the weight of the earth (We) as the weight of the projected soil prism above the pipe, for unsaturated soil conditions. 2) Soil density = 115 pcf (maximum value to be used), for unsaturated soil conditions 3) In locations where ground water is encountered, reduce the soil density to its buoyant weight for the backfill below the water table. a) Reduce the coefficient of friction to 0.25. 4. Joints a. Joints shall be gasket, bell and spigot and push -on type conforming to ASTM D3139. b. Since each pipe manufacturer has a different design for push -on joints, gaskets shall be part of a complete pipe section and purchased as such. c. Lubricant must be non -toxic and NSF approved for potable water applications. d. Push -On Restrained Joints shall only be as approved in the Standard Products List in Section 0160 00. 5. Detectable Markers a. Provide detectable markers in accordance with Section 33 05 26. 2.3 ACCESSORIES [NOT USED] 2.4 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. General 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in AWWA C600, AWWA C605, AWWA M23 and in accordance with the pipe manufacturer's recommendations. 2. Lay pipe to the lines and grades as indicated in the Drawings. 3. Excavate and backfill trenches in accordance with Section 33 05 10. 4. Embed PVC Pressure Pipe in accordance with Section 33 05 10. 5. For installation of carrier pipe within casing, see Section 33 05 24. B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 33 11 12 - 7 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 7 of 9 a. Pipe shall be handled and stored in accordance with manufacturer's recommendations. 2. Handle piping with care to avoid damage. a. Inspect each joint of pipe and reject or repair any damaged pipe prior to lowering into the trench. b. Conduit shall be homogenous throughout and free from voids, cracks, inclusions and other defects, and shall be uniform as commercially practicable in color, density and other physical characteristics. c. Use only nylon ropes, slings or other lifting devices that will not damage the surface of the pipe for handling the pipe. 3. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Joint Making 1. Mechanical Joints a. In accordance with Section 33 11 11. Push -on Joints a. Install Push -On joints as defined in AWWA C900. b. Wipe clean the gasket seat inside the bell of all extraneous matter. c. Place the gasket in the bell in the position prescribed by the manufacturer. d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the gasket and the outside of the spigot prior to entering the spigot into the bell. e. When using a field cut plain end piece of pipe, refinish the field cut to conform to AWWA C605. Joint Deflection a. Deflect the pipe only when necessary to avoid obstructions, or to meet the lines and grades shown in the Drawings. b. Joint deflection shall not exceed 50 percent of the manufacturer's recommendation. D. Detectable Metallic Tape Installation 1. See Section 33 05 26. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. Potable Water Mains 1. Cleaning, disinfection, hydrostatic testing, and bacteriological testing of water mains: a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water main as specified in Section 33 04 40. B. Wastewater Lines 1. Closed Circuit Television (CCTV) Inspection a. Provide a Post -CCTV Inspection in accordance with Section 33 01 31. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 33 11 12 - 8 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 8 of 9 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 [NOT USED] CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 33 11 12 - 9 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 9 of 9 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 2.2.C.1 and 3.4.C.3 — revised maximum joint deflection requirements 3A.C.1 — Added reference to Ductile Iron Fittings 12/20/2012 D. Johnson 3.4.1) — Removed Marker Balls 1.1 Modified acceptable range for specification from up to 24-inch to up to 36-inch Change Section 2.2 B. 5. from "The pipe material shall be PVC, meeting the 4/1/2013 F. Griffin requirements of ASTM D1784, with a cell classification of 12454-B." to "The pipe material shall be PVC, meeting the requirements of ASTM D1784, with a cell classification of 12454". All references to the use of C905 are no longer applicable and are deleted. 11/14/2018 D.V. Magaiia 1.3.A.4.c. — Updated to reflect C900 applicable on PVC pipe sizes 4" through 60". 1. LA Modified acceptable range for specification from 36-inch to 24-inch 1.3.A.4.c Updated C900 to reflect metric dimensions 1.3.A.5.b & 2.2.B.2 Addition of "NSF 14 Plastics Piping System Components and Related Materials" 1.3.A.6.a Addition of "UL 1285 UL Standard for Safety Pipe and Couplings, PVC and PVCO for Underground Fire Service" 2.2.C.3.a Addition of "corrosion resistant" and deletion of "when required by the Drawings" 9/9/22 W Norwood 2.2.C.3. Add " b. In addition to the mechanical joint restraint required for all bends and fittings, horizontal and vertical bends shall be restrained by concrete thrust blocking and by mechanical joint restraint along the length of the pipe as recommended by the pipe manufacturer, unless shown otherwise in the design drawings" 3A.B.1. Add " a. Pipe shall be handled and stored in accordance with manufacture's recommendations" 3.4.B.2 Add "b. Conduit shall be homogenous throughout and free from voids, cracks, inclusions and other defects, and shall be uniform as commercially practicable in color, density and other physical characteristics" CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 6" MIN. AND 1. ;.- .. 12" MAX. INITIAL BACKFILL d I TRENCH GEOTEXTILE i I I FABRIC UTILITY SAND PER SECTION 33 OS 10O\P 10R ��• ) IROCK SECTIOND33 OS II Py 6" MIN. AND l - •: 12" MAX. I�`k�:.;:::•,.. M1 ; ti •.� �:. , -I _ BEDDING 6" MIN. TRENCH r WALL CLEARANCE (TYP.) NO GROUND GROUND WATER WATER PRESENT PRESENT NOTE TO DESIGNER: THIS IS NOT A STAND-ALONE DETAIL. TRENCH DETAILS SHOULD BE ASSEMBLED AS DIRECTED IN "BACKFILL, EMBEDMENT AND SURFACE REPAIR DETAIL ASSEMBLY". https://apps.fortworthtexas.gov/ProjectResou rces/Resou rcesP/02%20-%2OConstruction°/`2ODocuments/ Construction %20Plans/Construction%20Details/BACKFILL,%20EMBEDM ENT%20AN D%20SURFACE %20REPAIR%20DETAIL%20ASSEMBLY.pdf ORT WORT CITY OF FORT WORTH, TEXAS EMBEDMENT FOR WATER LINES 12-INCH AND SMALLER REVISED: 12-01-2021 33 05 10-D101 0 r 11AA VENUS C O N S T R U C T 1 O N Utility Contractors since 1967 1426 S. Main - P.O. Box 90 Mansfield, TX 76063 Off. 817-477-2050 Fax 817-473-9366 Venusconstruction.com CR#3 Date: 3/25/2025 Estimating iroberts(a.venusconstruction.com Attention: Estimator Project: City of Fort Worth's Cromwell Marine Creek Rd Fort Worth Item No. I Quantity I Unit Item Description Unit Price Total 1 2 EA 12" WLL Lowering ( Above Ex 48" WL) $17,097.57 $ 34,195.14 $ $ - $ $ - 0 SUNDT RFI Reference No: SUNDT-RFI-000058 Request For Status: CLOSED -OUT Information 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: Unforeseen Waterline at SD -AS STA 10+45 RFI 054 identified an unforeseen 6" waterline that appeared to feed the fire hydrant near the fox business park. That was not accurate as there was an additional 8" unforeseen waterline discovered at STA 10+45. The 6" waterline at 10+50 seems to be feeding Fox Business Park and the 8" waterline is connected to the fire hydrant but neither of these were identified on the project utility adjustment plan or existing utility plan. In addition to the waterline at 10+50, the waterline located at 10+45 will also need to be lowered per City Standards to avoid being in conflict with the proposed SD-A5. Attachments: RFI-058-Unforeseen Waterline at SD-A5 STA 10+45.pdf Proposed Solution : Lower the 8" waterline discovered at STA 10+45 in addition to the 6" waterline discovered at STA 10+50. Response Due 03 July 2025 Priority : NORMAL - Normal Co -Author By: Number: Discipline: CIV - Civil Area : System Estimated Cost Estimated Time Impact: Impact (Days): Document Reference: 486/501 RFI by: Joel Holcomb, SUNDT On: 01 July 2025 Created By: Joel Holcomb, SUNDT On: 01 July 2025, 06:38:57 AM -6:00 Last Edited By: Joel Holcomb, SUNDT On: 01 July 2025, 07:01:32 AM -6:00 01 - RFI Response Dennis Ingram, Burns & McDonnell 07.06.2025 2:31 PM BMcD concurs that the 8" waterline at Sta. 10+45 and 6" waterline at Sta. 10+50 should be lowered, per City Standards, to avoid conflict with the proposed SD-A5. Alejandra Ayala, Fort Worth TPW 07.01.2025 1:40 PM This water line will need to be lowered. RFI Response by: Joel Holcomb, SUNDT On: 06 July 2025 Created By: Joel Holcomb, SUNDT On: 11 July 2025, 08:51:14 AM -6:00 Last Edited By: Joel Holcomb, SUNDT On: 11 July 2025, 08:51:14 AM -6:00 IS Y Amencen SOKOL Organs —R I Unknown existing 6" waterline in Unknown existing 8" waterline in V01 5195 P ]1 Amerlpn SOKOL Q.R .Q.�. conflict with proposed 24" RCP at Vg,S,]6,P conflict with proposed 24" RCP. -..................... Sta. 10+50, Elev. 795.70 (top of _.. .._ . ------------------ pipe). Mentioned in RFI 054. SD -A'... _ o� 1 0 CP 1 11­..24 'RCP SO-A324" RCP 2 SD-A3 24' RCP G 4 SD-A324" RCyP \ SO-A313.00. 14.00•{[i�•— =21�— 21"RCP`_ 1]+0� ••—[ ••-10s0Y — 21 .R 4'_�_—__— 0 _ 40 80 120 ^GRAPHIC SCALE IN FEET (nl SD-.45c I SD- 5 D-A5e 21'RCPLu ---'EX 24'WLI--T'—_ZO 21"RCP---_ZO---_--E%24"WL--_ ZO 21"RCP�O-- --_Z0.----ZJ�W J•0 .. -- •• •• u�Z�DhOT a*00 9*00 10 �1 •12 TJ AIM—�Z ?I zess 1MNt= SD-A524"RCP aF6=D� )u� SD-A524"RC�J i 1 M— .. .- -- - ..... .. .. . .. 1. .. .. .. .. .. ..... 2P SD-A524'RCP SD-A524"RCP / 1i: n' .90• •'jU Q; � -------------- SQS*xsE_0+00 oR I �e '++++ 1 CONST STD 4'SQUARE CONST 2Cx 21"x 6W WE ; CONST STD 4' SQUARE JUNCTION BOX N 6995815.77 JUNCTION BOX 1 At. =]96.e2 Lo11, St.. 1 E2299498.15 I RIM=,99.19 1 N 6995814.16 Fox Acres 89958 Hydrant that 1 E2299755:57 1.—D21]tt34t1 I CR 3 CI Meters 22992 1 discovered that ; appear to i m appear to connect to connect to the waterline InIRMBonal",—All.n I waterline Ine1.# D214269453 C R T.C.T. PROFILE SCALES: 1"=40' HORZ. Of 1"= 4' VERT. Z SD-A5 ,.... < :... —_----- --- __.-- _—__—_—__—.—_--_—__—_Ain —_—_—__—_ ---- ----- ----- o------.--------------- __ `'-f_ _ __---------'— - o-----__----.---------------------__�..o%—-----------------_-_-_----------. _ — ----- Pis 04/11/253+� a 7=71 R10 n 7M1=leppeenrgon lM1mtlpwmenlwa5eptlnnzetl - -___—.—__—_—__—_—_—_—_ Z—_—_—__—_--ry-------__----.----------------.—__—_—� _—__—_—_—_—__—_—_______—__—_—_—_.NIereYPn4oraselektl tlocumen�wilM1PUI P�PPe,nWlfiwlwn n m m - � - ----�----------------- — s bibe responeibb engineer ie an oRense untlertM1e m _ a — m - ---- --- —� E.gI, ,I Pmtllce Atl ---------- REV. 4AjE T REMAR o � �YYVV 4/1125 ISEOD PRO ELELE"VATIONSFLECT FLOWLINES Roo -'- O AnQ 1 ENG NEER: wo wuwaoo PAwcwAr - - +- --- - - - -- ---- fRBPfiRABE— ---- - -- -- -- -- ---- - ---- - --- 250 --- IIIII PELOTON 9DITEILL .� n, I \ '1 �'-------- 1 VRH L - 100 VR HGL� FHRWORTH.TX,61,I _—_�_...__—tJCL _ _ Ji--__—_—_—_—__—_—__ _9Q_ G- ---- IIIII LAND 30 L O T I O N 5 TX FIRM NO 12207 T—�•—�•—T.-._ -- — --- 100 VR HGL -- — - — — -- J -- CITY OF FORT WORTH, TEXAS --------------- -----Ll----------_-----.--------.lasaeu. wee w,------------._-------__----.--------------------_---'--------------------_-_-_----------. ----- 790 TRANSPORTATION AND PUBLIC WORKS 7qnR—EENSSMA SO CROSSING ' r a! 24'RCP -- — ---- ---- — -- -- — — ---- — Qom= ,2 e v = 4]r � ------- INFRASTRUCTURE DESIGN '' ---------------------------------aPo--as-ram-------------------------------------------- ----- -�'��=-�*Ar------------------- -�------------------- ------ &CONSTRUCTION GROUP V = S.6f �Wffa CROMWELL MARINE < '`�°° -------------------_-----.----- Unknown existling waterline In conflict--------------.-------__--...-------------------_-_-_----------. _- -----_ CREEK ROAD y roposed 24" RCP 780 — — -- — Elevp795.70 (top of pipe) t Sta. 10+50 —---------- — — ---- --- - --- �aD D g — - --�J/ -------------- — n STORM DRAIN PLAN & PROFILE N — — -- — -- -- -- ---- ---- --- — -- -- -- ---- -- — -- - .. ----------- — ----- --- -- --- ---_ LINES SD-A5 STA5+00 TO 13+00 < j— ---- ---- . - ---- ------ — ---- . --- — ---- — _ _--------------------------- ---- --- . ------------- ----- ------- -- ----- w a m w NED •� E3 d d. m P' n d °' W d d m w �-------n -------m ------ �- LL LL -------- n ------- ---------n -------n -- ------- I SCALE rnrzgzs TE SHEET RAW� n D Wy 6+00 7+00 8+00 9+00 10+00 11+00 12+00 DESIG IN R2 $,>4 h I zee � Jun 30, 2025 at 4:50:31 PM f: 6 rine Creek -Rd h TX 76179 n ite.. Stote: Unforeseen8 waterline discovered in VIP it Unforeseen 6" waterline discovered in RFI 054. • s � YJ REVISIONS HD.I qiE I oEscFl iloN r HORIZONTAL SCALE: t" = 40' N II"z17" SCALE: 1" - BO' 22"z34" SCALE: 1" = 40' 1 D FGFNOF IITTI ITV TYPFC ABANDONED UTILITY—X—X—X—X— COMMUNICATIONS OL "B" AT&T ITEL E) ---Cl - — AT&T FO/DUCT) — - C2 - SPECTRUM (CABLE) — - —C3 — - — ZAYO (FO/DUCT) — - —C4 — - — MTC (FO/DUCT) — - —05— - — I •• 1 • �.� OL "C"/OL 'D" ` 2 r14 ? AT&T ITE /D — 0 -- r / 3 AT&T (FO/DUCT) ©-- )4 _ I I SPECTRUM (CABLE) —© ZAYO (FO/DUCT) -- - 4 JO i MTC (FO/DUCT) - ©� I I I ~ II ONCOR ELECTRIC IFE K3J GROUP, LLC 1 ELECTRIC / POWER — OL "B" I DELIVERY CO., LLC r INST. #222023042 1 MANAGE LC oncoR OL "C"/OL 'D"Et — VOL. 2652, PG. 425j C.R.T.C.T. j I I C. R. T. C. T. I C21 6 T C.,T7 r OL B • — GAS / PETROLEUM 13 I ONCOR O ATMOS ct- r 73 II ..'I TRANSN'LI SSION— I O ATMOS PIPELINE PLI I BARNETT GATHERING P 2 — - ollU y 0 OL C'/GL D I PROP F.C1'; ATMOS ----- T _ _ ___ O ATMOS PIPELINE ml 12 ' I � P4 -' i a _ + BARNETT GATHERING �! _ _ _.__ ___ ____. _._ _____ __.-_ ______ __-___ ______________ SANITARY SEWER rc - _W1— —W1 O OL B" W -- -- CITY OF FORT WORTH - — WWI — — OL C"/CL D" j!qp 1 65 /�66 f r ROMWELL MARINE CR=E� R7 Q CITY OF FORT WORTH < STORM DRAIN a _ __- OL "B" •00 h 7 Cl. 02-Qzi - G3 0 ___. - I 7 (n CITY OF FORT WORTH — SDI — — a I �43— 1 1 I B --�- CITY OF FORT WORTH ----- _z POTABLE WATER u 134 - ---- -I J CITY OF FORT WORTH OL B- —wi— — F / /�_________�TRANSMI-----____ __ r _-_120,121,122 J/ - _ —_-I__________________- _______ __ Q OVERHEADOFFFORT WORTHaLI Ec /aL 'D _ _ _ _ 1 _ _ _ _ = OL C"/CL D SSION f ONCOR PP.OP ROW wl j ! _ ! `' ONCOR - 1 OH .`.' 119 71 SPUST LODGE -154 SPECTRUM 2 , VOL. 5776, PG. 578 L.__-._ ZAYO - 3 ONCOP, ELECTRIC ♦ AT&T - 1" IT CO., LLC C. R. T. C. T. _ _PT,y,�eiy _ VO-. 2652, PG. 425 ! nc r - c.R.T.C.T. **BURNS a° AWL— � _ **BURNS _I EEwl'a au°E 9q5 NOTES: vaa�ECr •x 2a64 2 t. THE EXISTING UTILITY INFORMATION IS BNONTI BASED ON waiER PROJECT • 55Ta INFORMATION PROVIDED BY THE RIOS GROUP IN MARCH 2O22 SEWER vROJEC7 •x-7/5I4 p a AND MAY NO LONGER MATCH EXISTING CONDITIONS. CITY OF FORT WORTH, TEXAS 2. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND 2 LEGEND OF UTILITY SYMBOLS SIZE OF EXISTING UTILITY INFORMATION BEFORE THE START TRANSPORTATION AND PUBLIC WORKS END CAP C ELECTRIC HANDHOLE Q STORM SEWER INLET [NL OF CONSTRUCTION ACTIVITIES. ° 8 aUALIT• LEVEL CHANGE 7 ELECTRIC JUNCTION ECK (CABINET) C STORM SEWER MANHOLE INFRASTRUCTURE DESIGN TEST HOLE t ELECTRIC MANHOLE STORM OUTFACE & CONSTRUCTION GROUP U'ILIT' CONTINUATION ELECTRIC POLE (POWER) ® WASTE WATER CLEANOUT �a ELECTRIC POLE W/RISER G WASTE WATER MANHOLE � ATV cae[NET © LIGHT POLE FIRE HVDRanr CROMWELLMARINE Woe CATV HANDHOLE © SIGNAL POLE S ® ¢ O y R, CATV PEDESTAL © SIGNAL HANDHOLE/BOX C WATER MANHOLE ® 11 23 CREEK ROAD TRANSMISSION POLE WATER METER ® --�. w FI3ER HANDHOLE ❑` WATER VALVE m TE_EP HONE CABINET O GAS METER WATER VAULT K TE_EPHONE HANDHOLE (VAULT) ❑O GAS TEST STATION 0 w ' TE_EP HO 4E MANHOLE ® GAS VALVE yzbzi K © ® �,oE�xl EXISTING UTILITY LAYOUT ` TE_EPH04E PEDESTAL ® GAS VENT PIPE )GAS RISER) q., P1 Excv ,e Q TE_EPHovE POLE cc) STA 100+00 TO STA 109+00 TE'_EPH04E POLE W/RISER ( SHEET 1 OF is DESIGNED: DRI SCALE' DATE: SHEET `C Ow aCj� CHECKED DRI SCALE=t =10' 1�LOP] q80 U er REVISIONS N Ixa o y' I I N ��— HORIZONTAL 0• 4n' A, SCALE: I" • 40' II"x17" SCALE: 1- = 80' 22"x34.. SCALE: 1' = 40' unTr c" I. CONTRACTOR SHALL COORDINATE WITH THE CITY OF FORT WORTH WATER DEPARTMENT TO SCHEDULE CLOSING OR OPENING OF ALL VALVES. I I I I 2. EXISTING WATER TRANSMISSION LINES SHALL I I ONLY BE SHUT DOWN ONCE. TRANSMISSION I I LINES MAY NOT BE OUT OF SERVICE DURING j THE HIGH DEMAND SEASON, DEFINED AS MARCH 1ST THROUGH DECEMBER IST OF EACH ((( YEAR BUT IS SUBJECT TO CHANGE. ONCOR ELECTRIC \ CONTRACTOR IS RESPONSIBLE FOR THE K3J GROUP, LLC iFOXFIRE MANAGEMENT LLC DELIVERY CO., LLC COORDINdTING THEIR WORK TO ACCOMMODATE I NST. a222023042 D216207907 AVAILABLE SHUT DOWN TIMES. i VOL. 2652, PG. 425 C. R. T. C. T. ! C. R. T. C. T. C. R. T. C. T. ! PROP_ TCE 11 3. CONTRACTOR SHALL ADJUST ALL EXISTING x I ! ! 0 VALVE BOXES AND VAULTS TO FINAL GRADE. Iw 0 ALL WORK ASSOCIATED WITH ADJUSTMENTS TO FINAL GRADE SHALL BE SUBSIDIARY TO .PROP ROW PROP- ROW o' r Q-._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._F._.._.._.._ _ 0 THE BID -ITEM, AND NO SEPARATE PAYMENT ml PROP ESMNT € o r T�. _.._. _. _. _. _. .. ml� I --- I + SHALL BE MADE FOR INTERMEDIATE _----- ADJUSTMENTS. Y OP ROW- — — — — fz' — — z_.,— : — — c— — — Lz —_-- EX ROW- (D w rl —ai—_——_—_—�:—_—_—�:—_—_—.—a-------- _—_— —_—.— —_—.— —_—_— —_—_— —.—.— ` J...—~� n [ • • • • _ 4. REFER TO EXISTING UTILITY LAYOUT, Z C LL REEK RD ILLUMINATION PLANS, REMOVAL PLANS, I Q I L — �L�— — ` Q AND DRAINAGE PLANS FOR SUPPLEMENTAL �iI�,v/I --� INFORMATION. F 100.00 to, 10 00. � 0 EX ROW-- w U 11/09123 T.._.._.._.._.._.._.._.._.._.._.._.._. r.._.._._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. _.._ _.._.._.._.._.._.._.._.._.._.._.._.._.._- PROP ROW .'..PROP ROW U t'oixxlsix[Ful If,t ONCOR ELECTRIC I �J DELIVERY CO., LLC SPJST LODGE •154 4 <+cExsE;dj 1 1 VOL. C. R. T. PG. 578 � _ pm , VOL. 2652, PG. 425 PROP TCE12 C. R. T. C. T. C. R.T.L. T. I ! ! I SBURNS SU�1E 00`RD M S DON N E LL ENDINEERING FIRM f-R•5 ! -X-•1cS PE X9 ? 5 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN p & CONSTRUCTION GROUP gff o �W CROMWELL MARINE o 4a8 CREEK ROAD Y w U UTILITY ADJUSTMENT PLAN = STA 100+00 TO STA 109+00 � 3 IRi 1= 1ATE s , ,a D -ED D3 scn�E T SHEE ET � $"�j CHECKED ORI 1/RI]°T! SD1 U //A VENUS C O N S T R U C T I O N Utility Contractors since 1967 1426 S. Main - P.O. Box 90 Mansfield, TX 76063 Off.817-477-2050 Fax 817-473-9366 Venusconstruction.com CR#6 Date: 6/24/2025 Estimating iroberts(cDvenusconstruction.com Attention: Estimator Project: City of Fort Worth's Cromwell Marine Creek Rd Fort Worth Item No. Quantity Unit Item Description Unit Price CR#6 6" Water Line LoweringL $ 1 2 EA Lower Existing 6" and 8" Water ine FH lead $5,891.00 $ TOTAL CR#6 $ X X Developer Rep/Date Venus Construction Rep/Date Total 11,782.00 11,782.00 SUNDT RFI Reference No: SUNDT-RFI-000060 Request For Status: OUTSTANDING Information 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: Water Utility Adjustments - Area 3 Please see the locations below regarding existing utility structures at Seal Cove and Cape Street that are in conflict with the proposed roadway Location A (Cape Street): Water Vault located West of Cape St not called out to be adjusted in utility adjustment plan. The vault will fall through the new roadway and into the back of curb and will need to be adjusted vertically and potentially horizontally. Please confirm the vertical adjustment and advise on the horizontal adjustment. Location B (Seal Cove): Water valve not shown to be adjusted on the contract drawings. In it's current position the valve will fall within the gutter of the roadway and will need to be adjusted vertically to match the pavement grade. Please confirm that the valve is to be adjusted vertically and can stay within the gutter. Location C (Seal Cove): Contract drawings call to remove the existing manhole; however, this manhole has an active air release valve. The manhole is currently falling within the back of curb (partially in/out of roadway). Please confirm that this manhole is be adjusted and not removed. If needing to be adjusted, please advise on how this manhole is to be adjusted. Attachments: Water Utility Adjustments - Area 3 rfs.pdf Proposed Solution : Please provide specific directives for the adjustment or relocation at locations A, B, C as mentioned in the attached PDF. Response Due 11 July 2025 Priority : NORMAL - Normal Co -Author By: Number: Discipline : CIV - Civil Area Estimated Cost Impact: Document Reference: Sheets 496, 511, 153 RFI by: Andrew Greer, SUNDT Created By: Andrew Greer, SUNDT Last Edited By: Andrew Greer, SUNDT Estimated Time Impact (Days): System : On: 08 July 2025 On: 08 July 2025, 07:53:26 AM -6:00 On: 08 July 2025, 07:57:28 AM -6:00 01 - RFI Response Joel, E-Builder does not allow me to respond to RFI-60. Therefore, please find attach BMcD response document response to each question: 1. Location A (Cape Street): Water Vault located West of Cape St not called out to be adjusted in utility adjustment plan. The vault will fall through the new roadway and into the back of curb and will need to be adjusted vertically and potentially horizontally. Please confirm the vertical adjustment and advise on the horizontal adjustment. a. ADJUST VAULT (VERTICALLY) TO AVOID CONFLICT. b. MAINTAIN THE VAULT LOCATION AND ADJUST ROAD CURB TO ACCOMDATE ADJUSTED VAULT. 2. Location B (Seal Cove): Water valve not shown to be adjusted on the contract drawings. In its current position the valve will fall within the gutter of the roadway and will need to be adjusted vertically to match the pavement grade. Please confirm that the valve is to be adjusted vertically and can stay within the gutter. a. ADJUST VALVE (VERTICALLY) TO AVOID CONFLICT WITH THE PROPOSED ROADWAY CONSTRUCTION. b. MAINTAIN THE CURRENT LOCATION AND ADJUST TO MATCH PROPOSED PAVMENT/GUTTER ELEVATION. c. PLACMENT OF THE ADJUSTED VALVE MUST NOT IMPEED STORM WATER FLOW. 3. Location C (Seal Cove): Contract drawings call to remove the existing manhole; however, this manhole has an active air release valve. The manhole is currently falling within the back of curb (partially in/out of roadway). Please confirm that this manhole is be adjusted and not removed. If needing to be adjusted, please advise on how this manhole is to be adjusted. a. THE MANHOLE (ARV) SHOULD REMAIN AND BE ADJUSTED TO AVOID CONFLICT. b. MAINTAIN THE CURRENT GENERAL MANHOLE LOCATION AND ACCESS TO THE ARV. c. PLACE MANHOLE BETWEEN BACK -OF -CURB AND SIDEWALK. d. MODIFY BACK OF CURB, IF REQUIRED, TO MAINTAN ACCESS TO THE ARV. 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 1 M 214-336-55601 E drinaram(abburnsmcd.com OFFICE 469-659-7199 \ CELL 214-336-5560 BUR NS,','jkMC-D0NNELL 0113000 Explore career opportunities WE BUILD TX I Discover Safe, Reliable and Resilient Infrastructure *Registered in TX Attachments: BMcD Response_RFI - 060 - Water Utility Adjustments - Area 3.pdf RFI Response by: On: 10 July 2025 On: 10 July 2025, 11:16:11 AM -6:00 On: 10 July 2025, 11:16:11 AM -6:00 Joel Holcomb, SUNDT Created By: Joel Holcomb, SUNDT Last Edited By: Joel Holcomb, SUNDT 7/8/25, 8:57 AM RFI No:SUNDT-RFI-000060 Request For Information SUNDT RFI Reference No: SUNDT-RFI-000060 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: Water Utility Adjustments - Area 3 Please see the locations below regarding existing utility structures at Seal Cove and Cape Street that are in conflict with the proposed roadway Location A (Cape Street); Water Vault located West of Cape St not called out to be adjusted in utility adjustment plan. The vault will fall through the new roadway and into the back of curb and will need to be adjusted vertically and potentially horizontally. Please confirm the vertical adjustment and advise on the horizontal adjustment. 1.) ADJUST VAULT TO AVOID CONFLICT. 2.) MAINTAIN THE VAULT LOCATION AND ADJUST ROAD CURB TO ACCOMDATE ADJUSTED VAULT. Location B (Seal Cove): Water valve not shown to be adjusted on the contract drawings. In it's current position the valve will fall within the gutter of the roadway and will need to be adjusted vertically to match the pavement grade. Please confirm that the valve is to be adjusted vertically and can stay within the gutter. 1.) ADJUST VALVE TO AVOID CONFLICT WITH THE PROPOSED ROADWAY CONSTRUCTION. Location C Seal Cove): 2•) MAINTAIN THE CURRENT LOCATION AND ADJUST TO MATCH PROPOSED PAVMENT/GUTTER ELEVATION. ( ) 3.) PLACMENT OF THE ADJUSTED VALVE MUST NOT IMPEED STORM WATER FLOW. Contract drawings call to remove the existing manhole; however, this manhole has an active air release valve. The manhole is currently falling within the back of curb (partially in/out of roadway). Please confirm that this manhole is be adjusted and not removed. If needing to be adjusted, please advise on how this manhole is to be adjusted. 1.) THE MANHOLE (ARV) SHOULD REMAIN AND BE ADJUSTED TO AVOID CONFLICT. 2.) MAINTAIN THE CURRENT GENERAL MANHOLE LOCATION AND ACCESS TO THE ARV. 3.) PLACE MANHOLE BETWEEN BACK -OF -CURB AND SIDEWALK. 4.) MODIFY BACK OF CURB, IF REQUIRED, TO MAINTAN ACCESS TO THE ARV. Attachments: Water Utility Adjustments - Area 3 rfs.pdf Proposed Solution : Please provide specific directives for the adjustment or relocation at locations A, B, C as mentioned in the attached PDF. Response Due 11 July 2025 Priority : NORMAL - Normal Co -Author By: Number: Discipline : CIV - Civil Area : System Estimated Cost Estimated Time Impact: Impact (Days): Document Reference: Sheets 496, 511, 153 RFI by: Andrew Greer, SUNDT On: 08 July 2025 Created By: Andrew Greer, SUNDT On: 08 July 2025, 07:53:26 AM -6:00 Last Edited By: Andrew Greer, SUNDT On: 08 July 2025, 07:57:28 AM -6:00 https://us.teambinder. com/DocumentSuite/3acf776e-260a-45aa-a89f-828d7013608e/Forms/63?formType=RFI&Action=EDIT&Checklist=0&Question=... 1 /2 LOCATION A: 1.) ADJUST VAULT TO AVOID CONFLICT. 2.) MAINTAIN THE VAULT LOCATION AND ADJUST ROAD CURB TO ACCOMDATE ADJUSTED VAULT. LUCA I IUN A REVISIONS `g O. ei I oE3cHI ilox Y LOCATION C: 1.) THE MANHOLE (ARV) SHOULD REMAIN AND BE ADJUSTED TO AVOID CONFLICT. 2.) MAINTAIN THE CURRENT GENERAL MANHOLE LOCATION AND ACCESS TO THE ARV. 3.) PLACE MANHOLE BETWEEN BACK -OF -CURB AND SIDEWALK. 4.) MODIFY BACK OF CURB, IF REQUIRED, TO MAINTAIN ACCESS TO THE ARV. (LUCA I IUN b (LUCA I IUN C I F^.FNII T1F IIT - I 7TV TYPES ABANDONED UTILITY-X-X-X-X- LOCATION B: 1.) ADJUST VALVE TO AVOID CONFLICT WITH THE PROPOSED ROADWAY CONSTRUCTION. COMMUNICATIONS OL "B" 2.) MAINTAIN THE CURRENT LOCATION AND ADJUST TO MATCH PROPOSED PAVMENT/GUTTER ELEVATION. AT&T ITELE) -- CI -- 3.) PLACMENT OF THE ADJUSTED VALVE MUST NOT IMPEED STORM WATER FLOW. AT&T (Fo/ouA_ _ Cz - SPECTRUM (CABLE) —C3 — - - ZA"G (FO/DUCT( - - —C4 — - - MTC (FO/DUC-)- OL "C"/OL 'D" I I I I I II I ft _ 411i. . MAR1 L I I _---_-_- --___-IL -------- ' EX_7GW_j_ -_ - - - AT&T (TELE) AT&T (FO/DUCT) ©-- SFECTRUM (CABLE) - - —®— - - ZA"O (FO/DUCT) -- - ®— - ` "� MTC !FO/DUC-)- �IM ELECTRIC / POW=_R -IL - - ONCCR - -El- OL "C"/OLD"ET LD J ONCCR _ i ' GAS / PETROLEUMOL B" + r ATMOS _-G1--- Q w jI ATMOS PIPELINE - PLI . (. wo BARNETT GATHERING - P_2 - - OL ATMOS C'/IL "D --P G1 -- I 9 'I ATMCS PIPELINE 8ARNETT GATHERING 1 _._I_ _____ _ ____ _- + SANITARY SEWER OL B' w CITY OF FORT WORTH - —WWI— - OL C"/CL "D" W 1'_LL vIARI !.= E k RD - - CITY OF FORT WORTH - WW1 - ❑ _ -_- -.-._ __ -- - _. - -_ - - _._ I. ___ - _ ,. - - _._.-�32� L STORM DRAIN OL B' FORT - F _ i - _ CITY OF WORTH �D1 - - - Q CITY OF FORT WORTH I__-_-_- __ --- ---------- ----- - -----------L,2,-3=-------- POTABLE WATER OL "B" F I, PROF RCN' .._ CITY OF FORT WORTH - -W1- - \ OL "C"/CL "D" - \-A'ATER EASEIMENT. J CITY OF TORT WORTH- ___-_' C203401912 1 OVERHEAD UTILITIIES DL "C"/CL "1) a LEGEND OF UTILITY SYMBOLS END CAP C ° 8 DUALITY LEVEL CHANGE 7 TEST HOLE t �2 U-ILII' CONTINUATION CATV CABINET CATV HANDHOLE Wog y yJ CATV PEDESTAL FI3ER HANDHOLE ❑` m TE_EPHONE CABINET TE_EPHO4E HANDHOLE (VAULT) ❑T ` TE_EPH04E MANHOLE TE_EPHO04E PEDESTAL " TE _EPH04E POLE TE'_EPHO4E POLE W/RISER cc) MCP18. LC (TRACT SI _ ONCCR - 1 OH TEST. ttD211121, SPECTRUM - 2 ZAYC - 3 C. R. T. AT&T - a CITY OF FORT WORTH - 5 BURNS i.E` a° ( 1#4XME-DONNELL € �EEwt�a au° -3e5 NOTES: 1`— •.!— XI I.THEEXISTING UTILITY INFORMATION IS SHOWN BASED ON INFORMATION PROVIDED BY THE RIOS GROUP IN MARCH 2O22 WATER PROJRT•X-ZI5T4 S£WfR PRDJELT •X-2]Sl4 AND MAY NO LONGER MATCH EXISTING CONDITIONS. CITY OF FORT WORTH, TEXAS 2. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONAND SIZE OF EXISTING UTILITY INFORMATION BEFORE THE START TRANSPORTATION AND PUBLIC WORKS ELECTRIC HANDHOLE ❑E STORM SEWER INLET [NL OF CONSTRUCTION ACTIVITIES, ELECTRIC JUNCTION BOX (CABINET) C STORM SEWER MANHOLE INFRASTRUCTURE DESIGN ELECTRC MANHOLE ELECTRIC POLE (POWER) 0 ® STORM OUTFALL WASTE WATER CLEANOUT & CONSTRUCTION GROUP ELECTRIC POLE W/RISER LIGHT POLE SIGNAL POLE x� �i`-T @ ® WASTE WATER MANHOLE FIRE HvoRANT ¢ CROMWELLMARINE ❑ Q O SIGNAL C WATER MANHOLE 0 11 23 CREEK ROAD K TRANSMISSION POLE TRANSMISSION POLE WATER METER w WATER VALVE WATER VAULT ❑W /. y�>iE/Xa GAS METER GV U GAS TEST STATIONGAS 0 fro- w GAS VENTEPIPE (GAS RISER, ® EXISTING UTILITY LAYOUT STA 188+50 TO STA 198+00 1 N SHEET 11 OF 13 DESIGNED: DRI SCALE DATE: IN— `C . cNECKED: ORI Scu"-D 1— aE6 L CATION A, I Water Vault ocated West of Cape St not called out to be adjusted inutilityadjustment -------- --- - -- ---T------ -:----------- - -.-.-.-.I- plan. The vault will fall into back of curb and CONTRACTOR TO ADJUST WATER VALVE RISER the new roadwayand will need to be adjusted. TO PROPOSED GRADE. REFER TO CITY OF 8 ) (FORT WORTH DETAIL 33 12 20 D126 W1,1 OLD — I I I ',III ',4. CMCR STA. 190•15. 00, 29.88' LT LOCATION A: BLOCKS 45-50 o 'I 1.) ADJUST VAULT TO AVOID CONFLICT. MARINE CREEK HILLS' 2.) MAINTAIN THE VAULT LOCATION AND ADJUST ROAD CURB TO ACCOMDATE ADJUSTED VAULT. CAB A, SLD. 7413 m C. C.T. w U I I I I I EXROW L --_____________1--------- L________-------- J_________--------- 1--------- --------- �Y,.Y„_ - — — Ij"cLL MARINE CREEK RD — — — — — — — — — -- E'-_9 .._.._.._.._.._.._.._.._.._.. _.. _.. ---- _.. _.. .. .._.._.._.._.._.._.._.:�...r_� _.. _.._.._ -PROP ROK` WATER EASEMENT D203401912 �.. MCP18' LLC (TRACT 8) INST. aD218284427 C. R. T. C. T. REVISIONS IHo er ascalvrlox I D E I I ��— HORIZONTAL D• 4n' A, SGALE: I" • 40' N 1212"x39" SCALEi 1' = 40' unTF c" I. CONTRACTOR SHALL COORDINATE WITH THE CITY OF FORT WORTH WATER DEPARTMENT TO SCHEDULE CLOSING OR OPENING OF ALL VALVES. 2. EXISTING WATER TRANSMISSION LINES SHALL ONLY BE SHUT DOWN ONCE. TRANSMISSION LINES MAY NOT BE OUT OF SERVICE DURING THE HIGH DEMAND SEASON, DEFINED AS MARCH 1ST THROUGH DECEMBER IST OF EACH YEAR BUT IS SUBJECT TO CHANGE. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK TO ACCOMMODATE AVAILABLE SHUT DOWN TIMES. 3. CONTRACTOR SHALL ADJUST ALL EXISTING VALVE BOXES AND VAULTS TO FINAL GRADE. ALL WORK ASSOCIATED WITH ADJUSTMENTS TO FINAL GRADE SHALL BE SUBSIDIARY TO THE BID -ITEM, AND NO SEPARATE PAYMENT SHALL BE MADE FOR INTERMEDIATE ADJUSTMENTS. 4. REFER TO EXISTING UTILITY LAYOUT, ILLUMINATION PLANS, REMOVAL PLANS, AND DRAINAGE PLANS FOR SUPPLEMENTAL INFORMATION. F a a 11I0R/23 yl S OEXNIs _RAY I FAY I4. ti (ICEXSf; •'� SBURNS SS— 00`RD M S DON N E LL EN°1NEERIXD FIRM F-RX cm PR0.IECT •IDlaz TPW PROJECT •K-2 WATER PRCHECT •X-9574 SEWER PROJECT •X-27574 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP 0 CROMWELL MARINE o CREEK ROAD Y U UTILITY ADJUSTMENT PLAN = STA 188+50 TO STA 198+00 < SHEET 11 OF 13 3 DEs-ED D I —E 1=aD 1ATE sHET E CHECKED D. iRIP°T! 511 U 1LOCA I ION C II Contract drawings call to remove the existing manhole. This manhole has an active air release valve. The manhole is currently falling within the back of curb (partially in/out of roadway. Please confirm O that this manhole is be adjusted and not BE REMO O removed. If needing to be adjusted, please O advise on how this manhole is to be O+ adjusted. LOCATION C: 1.) THE MANHOLE (ARV) SHOULD REMAIN AND BE ADJUSTED TO AVOID CONFLICT. 2.) MAINTAIN THE CURRENT GENERAL MANHOLE LOCATION AND ACCESS TO THE ARV. 3.) PLACE MANHOLE BETWEEN BACK -OF -CURB AND SIDEWALK. 4.) MODIFY BACK OF CURB, IF REQUIRED, TO MAINTAIN! ACCESS TO THE ARV. ___________ ______________------- LJ z J C) E A ----------------------------------------------- Back of curb LOCATION B: 1.) ADJUST VALVE TO AVOID CONFLICT WITH THE PROPOSED ROADWAY CONSTRUCTION. 2.) MAINTAIN THE CURRENT LOCATION AND ADJUST TO MATCH PROPOSED PAVMENT/GUTTER ELEVATION. 3.) PLACMENT OF THE ADJUSTED VALVE MUST NOT IMPEED STORM WATER FLOW. I LOCH I I O N B'�. 0. �.I I I � I Water valve not shown to be EX ASPHALT TO BE REMOVED n I ! [—EX MANHOLEI, TO BE REMOVED I I ) adjusted. Valve will fall in the gutter of the roadway. Please I confirm valve is to be im CD adjsuted and can stay within EX ROW the gutter. �\ / OCj = T� CRO 'HELL MART E CR K RD - + _. tQ a � R -ROW -V) } ._.._.. _.._.._.._. _ J ff ANDPREPLACEDEBYOOTHERS`�VED ® PROP ROW U �- Q Y EX BARBED WIRE REMOVED AND REPLACED k a NOTE: OF THESE PLANS IS NOT APPROVAL TO REMOVE CITY ES. THE CONTRACTOR OR CITY PM SHALL OBTAIN A TREE S��s .. ITY FORESTER PRIOR TO REMOVAL OF ANY CITY TREES. CONTACT 817-392-5729 OR 817-392-5739 OR CITYTREEPERMITSOFORTWORTHTEXAS. GOV. REVISIONS IXn er ascalvrlox Y .oE I I HORIZONTAL 0' 'A' 40, SCALE I" • 20' II"x17" SCALE: 1' = 40' 22"x34" SCALE: 1' = 20' LEGEND ® ASPHALT REMOVAL ® CONCRETE REMOVAL ® DEVELOPER CONCRETE REMOVAL — SIDEWALK REMOVAL RIPRAP REMOVAL CURB/GUTTER REMOVAL —••—••— PROPOSED ROW ------- EXISTING ROW Etl 23 tPt.. rvF .IF 9•�. W, RAY IR4AY $ iREXXISY�II ___.� _• �C1UI1 /J_ NXBURNS sN;:E �` RD ME-DON N E LL ENLINEERINL FIRM F-RAS CRY PROJECT -=X2 TPW PROJECT X-2*4 WATER PROJECT X-9574 SEWER PROJECT •X-27Y4 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE a CREEK ROAD Y K U REMOVAL PLAN z or IR STA 191+00 TO STA 199+00 s a 3 DEsrvED sCA�E ATE T SHEET CHECKED DRI SCALE=t =P0 1/5I]LT3 i53 U i r//AA VENUS C O N S T R U C T I O N Utility Contractors since 1967 1426 S. Main - P.O. Box 90 Mansfield, TX 76063 Off. 817-477-2050 Fax 817-473-9366 Venusconstruction.com CR#7 Date: 7/10/2025 Estimating iroberts(dvenusconstruction.com Attention: Estimator Project: City of Fort Worth's Cromwell Marine Creek Rd Fort Worth Item No. Quantity Unit Item Description Unit Price CR#7 RFI-060 Utility Adjustments $ 1 1 EA ADJUST WATER VAULT @ CAPE STREET $4,500.00 $ 2 1 EA ADJUST WATER VALVE @ SEAL COVE $600.00 $ 3 1 EA ADJUST ARV MANHOLE @ SEAL COVE $5,400.00 $ TOTAL CR#7 $ X X Developer Rep/Date Venus Construction Rep/Date Total *** Price does not include re work of existing Det. Check Vault and Remote FDC in front of Harvest International and All Water lowerings to be above the existing 48" COFW water main.-- 4,500.00 600.00 5,400.00 10,500.00 SUN DT 112486 - SU N DT- RFI-000067 Project number: 112486 Project title: Cromwell Marine Creek Road Widening Improvements Date: 15 Sep 2025, 12:05:27 PM -06:00 Form ref. number: SUNDT-RFI-000067 Form area Item link Form PDF Link Section attachments Link Section 1 - RFI RFI-067 Confirmation of Removal Limits at Stonewater Bend Trail Pictures & — Drawinas.pdf Section-2 - RFI Response BMcD-Response to RFI-67 Removal Limits.pdf Request For Information SUNDT RFI Reference No: SUNDT-RFI-000067 Status: OUTSTANDING For Action: Alejandra Ayala, PE, City of Fort Worth -Transportation and Public Works Department Andrew Greer, SUNDT [Role: SUNDT RFI RESPONDER] Christopher Vizcarra, SUNDT [Role: SUNDT RFI RESPONDER] Jaz Mwiseneza, SUNDT [Role: SUNDT RFI RESPONDER] Joel Holcomb, SUNDT [Role: SUNDT RFI RESPONDER] Project: Cromwell Marine Creek Road Widening Improvements Subject: Confirmation of Removal Limits at Stonewater Bend Trail At the Stonewater Bend Trail intersection the limits shown on the removal plans will leave approximately 25 feet of existing asphalt pavement between the new proposed concrete and the existing concrete that leads into the neighborhood (see attached pictures and contract drawings). Attachments: RFI-067 Confirmation of Removal Limits at Stonewater Bend Trail Pictures & Drawings. pdf Proposed Solution : Please confirm if these limits are to be followed or if the city would like to adjust the limits and scope of work to remove the additional 25 feet of asphalt and have the new proposed concrete attach to the existing concrete located within the neighborhood. Response Due 14 August 2025 Priority By: Discipline : CIV - Civil Area : Estimated Cost Impact: Document Reference: RFI by: Created By: Last Edited By: 01 - RFI Response NORMAL - Normal Co -Author Number: Estimated Time Impact (Days): Attached pictures and sheets 152, 184 Andrew Greer, SUNDT Andrew Greer, SUNDT Andrew Greer, SUNDT Dennis Ingram, Burns & McDonnell 09.11.2025 10:12 PM Updated removal, plan and profile, and side street profile sheet System : On: 11 August 2025 On: 11 August 2025, 03:51:27 PM -6:00 On: 11 August 2025, 04:05:26 PM -6:00 Files Attached (1): BMcD-Response to RFI-67_Removal Limits.pdf BMcD-Response to RFI-67_Removal Limits.pdf (Version 1) Properties I Download I Redline Dennis Ingram, Burns & McDonnell 09.09.2025 11:45 AM Revised removal plan will be provided to match the updated limits. Alejandra Ayala, Fort Worth TPW 09.08.2025 5:55 PM Please upload revised sheets to this RFI submission. Joel Holcomb, Sundt Construction, Inc. 09.02.2025 7:34 AM RFI will be closed once updated sheets are received and reviewed. Andrew Greer, Sundt Construction, Inc. 08.26.2025 7:41 AM Please provide updated plan sheets showing revised removal limits and tie-in location at Stonewater Bend Dennis Ingram, Burns & McDonnell 08.18.2025 8:36 AM The removal limits can be adjusted to include the additional 25 feet of asphalt and have the new proposed concrete attach to the existing concrete located within the neighborhood Alejandra Ayala, Fort Worth TPW 08.12.2025 1:46 PM Please respond within 3 days. Attachments: BMcD-Response to RFI-67_Removal Limits.pdf RFI Response by: Andrew Greer, SUNDT Created By: Andrew Greer, SUNDT Last Edited By: Andrew Gree-, SUNDT On: 26 August 2025 On: 26 August 2025, 06:35:53 AM -6:00 On: 15 September 2025, 11:53:12 AM -6:00 Section attachments Section 1 -RFI RFI-067 C9r�firmation of Removal Limits at Stonewater — Bend Traif Pictures & Drawings.pdf Section-2 - RFI Response BMcD-Response to RFI-67 Removal Limits.Pdf . r,.) e . t N. There will be a 25:, foot section of �♦ existing asphalt that will remain at; Stonewater Bend T N'.�' Trail. to Saw cut limit for tie in r of new concretes ' ,.� Section_1 - RFI - RFI-067 Confirmation of Removal Limits at Stonewater Bend Trail Pictures & Drawings.p -:19111 I ' 4 b �< x This sanitary sewer is within those 25 feet section of asphalt. .r i ,i, k +}� - �.3.�y ��,,��.. �����«aryl ✓'fw.r,�''��,4.,-,�'�,,. ��.���"5cs (�-r. t _ t-i�r0.�a. ram_ a�yQ�`+�.ar`==ram �•�.43 ........................ A;i 0 t A Aw 1 I I I i I I I I M I I i I I I I I I Ow I I W (------------- 9---------- .----------- ----------- L_____________________. -_--_- � __ ___-J�-y/ 0ZD - C� EX HEADWALL TO J w BE REMOVED O + EX RETAINING WALL TO REMAIN. D MODIFY RETAINING WALL TO —1 00 �% ACCEPT NEW CONSTRUCTION EX 18" RCP TO BE REMOVED - n E EAD LL T — S. -------- - - - - - - PROP CL CMCR - BE EMO Q V r EX ASPHALT TO BE REMOVED (n•0o----I----- m I84.00 - 0 - -- - - _. _ _ Z RON� L M D J am g , OI i O _------------------------------- --- O EX CONC SIDEWALK TO BE REMOVED EX ROW EX POWER POLE I TO BE REMOVED AND REPLACED BY OTHERS EX _ EX 24" RCP TO BE REMOVED E7 DROP INLET-- EX HADWALL TO TD BE REMOVED REMAIN REMOVE I -- ________ _„__ ------------------ ______- EX ASPHALT TO BE EX RIPRAP TO BE REMOVED D I n aw z m (n _. D .o n u n C/RO%_''�i4ELL �1ARI (` CR 6KR f / 0 " E HEADWALL TO E REMOVED EX POWER POLE TO BE REMOVED AND REPLACED BY OTHERS EX FENCE TO BE REMOVED EX POWER POLE TO BE REMOVED EX FENCE TO BE REMOVED AND REPLACED BY OTHERS ____-._._.__________________-__._______._._ EX ROW______._______ FrE% 24" RCP TO BE / REMOVED / rEX END TREATMENT / TO BE REMOVED I I EX ROW O T_ p O O + �� __ - 91 .__._._____ __ EX ------------- PROP Q CMCR L1.1 II REVISIONS IHo AY "cap"' y I I I I N HORIZONTAL SCALE: I" 20' II"x17" SCALE: I" = AD' 22"x39 SCALE: 1• = 20' LEGEND ® ASPHALT REMOVAL ® CONCRETE REMOVAL ® DEVELOPER CONCRETE REMOVAL — SIDEWALK REMOVAL RIPRAP REMOVAL CURB/GUTTER REMOVAL ....... PROPOSED ROW ------- EXISTING ROW 11l 23 tPtC. Jf .IF 9,1. Wf, f RAY IQA $ iREXXISY�11 ___.� _• ,fin BURNS S ITE 700 E "° �ME-DON N E LL EN°iNEDALL ERiNG FIRM f-RAS CRY PROJECT •w2 TPW PROJECT X-2*4 WATER PREVECT •X-9574 SEWER PROJECT •X-27574 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE a CREEK ROAD Y U REMOVAL PLAN z STA 183+00 TO STA 191+00 a NOTE: CITY REVIEW AND APPROVAL OF THESE PLANS IS NOT APPROVAL TO REMOVE CITY STREET ROW AND PARKLAND TREES. IDESISrvED Hms scn�E THE CONTRACTOR OR CITY PM SHALL OBTAIN A TREE REMOVAL PERMIT FROM PARD CITY FORESTER PRIOR TO REMOVAL DpgV,7,1 3Fm ATE OF ANY CITY TREES. CONTACT 817-392-5729 OR 817-392-5739 OR CITYTREEPERMITSOFORTWORTHTEXAS. GOV. CHECKED DRI I Sc LE=1=z° ttsO_ SHEET 11 OF 19 3 SHEEP O tsz d' U CITY C VOL. 1 C. T 8" OLD WALL ____ __ PROP 6' COf9C SIDEWALK OH- 0 CD 0 t— 90 0 + PROP FACE OF CURB M 68 -RAISED MEDIAN Q_. _._._ - I CMCR , o _._._ V)-00 ._._._._._._._._. � �.-.-.--_. LJ 184 69 _ 185.00 z 70 EX EDGE OF C� --IN. PROP6'LONC 89 �I o PROP FACE OF CURB PAVEMENT F- SIDEWAY 11 a "_7 ____________ 6' CONC PROP SIDEWALK CURB WALL END STA 183.60.29� BEGIN STA 183.00.00 PROP DRNG ESMNT 70.06' RT PARCEL No. DE7� CONNECT TO TRAILHEAO 745 BLOCKS 36-39, 41-42 MARINE CREEK HILLS j c CAB A, SLO. 5112 8 To M C. R. T. C.T. TIE IN TOOpVEXIH S AL¢ 6. STONE STA IO.20..50 I F j a K �GL EX CI _-—___� I ZZ _0,. OH _ 6-STONE 01 OH w ry 1 D 20MWELL MARINE CREEK RD / I - _ --I PROP J I 91 STORMORA IN vi r C 71 I PROP CURB RAMP FTC I TYPE P-1 _._._._._._._._._ _. 86.00 A �rk STONE STA �TTi1 D O0MC 91 = r CMCR STA 186 •33. 34 a �I PROP -STORMDRAIN _ __ - —� 0 --�"- 0 EX WATER EASEMENT EX ROW- PROP -_---- Wi HEADWALL , --------------- _________________________________________________________________ MCP18, LLC 3- TRACT 28 INST. D218284927 �'.— C. R. T. C. T. 740 0 STA = 184.110.00 0 0 EL 730.2 0 0 SSD 774' y' 735 0 a 0 + 10.00 �__----_-- + 00 00 ---- -- 2. 00 X s PGL 'ROR�P 730 _^ c — I - - ------ a 0 I TOP OF- URB I _-�--'--____�_ I I I I a 5 (n U7) i T25 ^ ww �� w wa____ i ^ . I I w .M ic N. L'b- a a J i I � i------_-_ I i �''---- -3, 50 I 2 r --� 0o = ---- - - -�- mo'r- -_ ------------ �------- _ _ _ - i .-I/ t[[I - t t _ 1 =�__ _�----�-- - f------------ �� U �� EX GROI�ND o LT EO�J-I---------1---- -1--------- ---------� yi �Wff 720 Q j I j j j IEX GROUNDIP RT EOP --��-------- I STA = 185.80.01 -------Q i i EL -' 723.97 K I54 6 715 xx x x L = �250. 00 10 n �I141 11 om ao 10 00 - .11. ^3 1-F- �� r_T- F-� r_I- ter- F-r_ �,- 1-T- F-r- I-T- ,-� titi F-F- r_F- tir_ F-" :_F- =F- F-1- '"F- 1-F- �F- titi Ss 183.00 184.00 185.00 186.00 187.00 REVISIONS zs;=l�id���t�PLE"L.R�L„>REL N HORIZONTAL 0-- n 40 SCALE: I" • 20' II"x17" SCALE: 1' = 40' 22x39" SCALE: 1' = 20' "M LEGEND O CONCRETE PAVEMENT O RAISED MEDIAN t— TRAFFIC DIRECTION - --- PROPOSED ROW ------- EXISTING ROW ------- EASEMENT BOUNDARY PROPOSED RETAINING WALL /-0 REFER TO PI TABLE NOTES: 1. ALL STATION CALLOUTS AND DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL ADJUST ALL K EXISTING UTILITY BOXES AND SURFACE 2 APPURTENANCES TO FINISHED GRADE. W O Q F- a 3 a 745 ~ L 4 t 0� Tp 4f S T40 t U-S _RAY.IMA ...IW I.........pui ti <+cexs�tii 735 �BURNS s1".E RD ME-DON N E LL ENLL-4.1xG FIRM f-R45 CRY PROJECT •41KV2 730 TPW PROJECT X-EA69 WATER PROTECT •X-9574 SEWER PROJECT •X-27574 CITY OF FORT WORTH, TEXAS 725 TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP 720 CROMWELL MARINE a CREEK ROAD Y w U 715 ROADWAY PLAN & PROFILE STA 183+00 TO STA 187+00 a SHEET 21 OF a 3 DESIGNED H s —LE ATE SHE Ef DRnvw HMS _ CHECKED DRI sCRLE-1 26' 1— 194 U REVISIONS `1. os%�� wD•rED REND .L LINlr3 I. Y s, EX SS MIA TO BE REMAIN AND M ____-_______ \^ I ________� I Vw H PR PAVEMENT `J ELEVATION HORIZONTAL n'' I I I w I _ ___ D9_-_________________________________�L__-___________-_-_-______/Z / SCALE: 1" 20' _____ —_____________( ______________EX ROW ______� - NDO __1__ 22 X39 SCnLE� i - 20 �_ ,���� -- _ - _ - - - - ---Iv -- o D + EX RETAINING WALL TO REMAIN. MODIFY RETAINING WALL TO ACCEPT NEW CONSTRUCTION OC - EX 18_ " RCP TO BE REMOVED E EAD LL T / S. / PROP Q CMCH BE EMOV Q !_ �EX ASPHALT TO BE REMOVED z LEGEND ITl ASPHALT REMOVAL CONCRETE REMOVAL W 0 - C-K --- - - -- _ ---- - C/) ® DEVELOPER CONCRETE REMOVAL -00 D SIDEWALK REMOVAL —i RIPRAP REMOVAL U / CURBGUTTER REMOVAL F- J-••-••- PROPOSED ROW Q + ------- EXISTING ROW g� o 0 -------------------- - o EXROW _______________________-___-_-__________ EX CONC SIDEWALK TO BE REMOVED K — w / w 0 a EX POWER POLE TO BE REMOVED AND REPLACED BY OTHERS Nj EX 24" RCP TO BE 3 EX END TREATMENT EX 24" RCP TO BE REMOVEALL D EX DROP INLET- - TO BE REMOVED REMOVED F Tp BE REMOVED dlEX END TREATMENT EX H�ADWRE. IN� TO BE REMOVED 09111125 REMOVED AND REPLACED EX MANHOLE TO BE ! �', or rE es z: s' r _ -I ' I EX ROW V !:�':!, 0 IK ASPHA41 lu bt HEMOVF3—, 0 �� cn 1-HAH TO BE REMOVED— �� "'.-": + W rn BURNS 4r37 NOEL RD . 3UIlE r00 _- /i n n CRO ELL ARI CR K'R �Mc-DONNELL Duos, , r32.G ENGINEERING FIRM f-8.5 m q /i � WATER PRCMECT •X-9574 0 i EX ROW SEWER PRWECT •X-PJ574 a 5 � !/ !188 -* QJ I PROP Q CMCR W CITY OF FORT WORTH, TEXAS ' �� A y' OD / J TRANSPORTATION AND PUBLIC WORKS pp' E HEADWALL) i = To E REMOVED U INFRASTRUCTURE DESIGN kL.._.. _.. _.. _. W i-- -- -- PROP ROW-- Q & CONSTRUCTION GROUP EX POWE E REMOVED I - 4 �WS$ REPLACED BY OTHERS I CROMWELL MARINE o Qg¢ O EX FENCE TO BE REMOVED _ CREEK ROAD EX POWER POLE TO BE REMOVED x EX FENCE TO BE REMOVED AND REPLACED BY OTHERS U --------------------------------- ------- Ex eolv-------- ------------� REMOVAL PLAN z ' EX POWER POLE TO BE REMOVED STA 183+00 TO STA 191+00 4 AND REPLACED BY OTHERS g •, / NOTE: s r OF 18 w CITY REVIEW AND APPROVAL OF THESE PLANS IS NOT APPROVAL TO REMOVE CITY STREET ROW AND PARKLAND TREE5. DESIcrvED Hms ?' '• THE CONTRACTOR OR CITY PM SHALL OBTAIN A TREE REMOVAL PERMIT FROM PARD CITY FORESTER PRIOR TO REMOVAL IDw.wH 'F sCnLE ATE T ISHEET O 5 4 OF ANY CITY TREES. CONTACT 817-392-5729 OR 817-392-5739 OR CITYTREEPERMITSOFORTWORTHTEXAS. GOV. CHECKED DRI SCALE=r=zG nvz9zs rsz Sec-2-RFI Response-BMCD—p... to RFW1j2emwM Limns Of CITY OC FORT WORTH ,C\ // 8 VOL. 13815, PG. 683 ;`pROP CON,STRUCTI0 EASE I�YE'NT OLD C. R. iT F.T. PARCEL No. TCE3 / T ILITY EASEMENT �, CAL No_ UEI PROP RET WALL RW-WB2 ^per _C9_____ 0H K �J;. LW L OH 0,. - (D 0 t- 90 c , + PROP FACE OF CURB 17 f- M -RAISED MEDIAN 68 Q _. _._._ - I o CMCR _._._ . V)-Do _._._._._._._._. W 184� 69 ...... 185.00 z J -� 0 EX EDGE OF CO -.]► PROP 6'LONC 89 �I o PROP FACE OF CURB PAVEMENT F- SIDEWA-x a �_7 �_____________ 6' CONC PROP SIDEWALK CURB WALL END STA 183.60.29' BEGIN STA 183.00.00 PROP DRNG ESMNT 70.06' FIT pARC 7� CONNECT IT TRAILHEAD EL No. DE 745 BLOCKS 36-39, 41-4 MARINE CREEK HILLS c- 2 CAB A. SL0. 5112 0� C. R. T. C. T. E IN TO EXIST I F PAVEMENT I a CL ST E STA 9.99.0 �0>=EX RDW _0,. OR-x ,nm Q S E OI 1 D 20MWELL MARINE CREEK R� PROP r STORMDRAIN vl 91 r C 71 I PROP CURB RAMP (rT - R 5' I TYPE P-1 186.00 A �rL STONNEE STA D 10.97.91 = r CMCR STA 186 •33.34 CO J PROP - - ---- S----- AIN -- (((111111 0 EX ROW---�"`-'- PROP-_---- W> D20340E912ASEMENT HEADWALL ____________________________ ________________________________________________________ MCP18, LLC TRACT INST. D21828284427 C. R. T. C. T. 740 STA = 184.110.00 0 O EL 730.2 O SSD 774' y 735 0 a 0 + L 110.00 -..-.- + 00 00 7- I 2.00 X 30 'a PGL 0 'ROP - - ------a I TOP OF UK a 5 i f' ---I WW _ w w I `` -a___w ": 1 1 - , 725 —..z, .M I i i I L'b- —a J M w I r, ;-----------r-3 0 ir.. EX GROUND o LT E I ----------1---- - --i �-------1----------I---------� �Wff 720 Q i r: I EX GROUND P RT EDP I I Q is x STA = 185.80. 01------- a EL -' 723.97 K 154 6 715 xx x x L = 1250. 00 ?: rr ,21 rr ,- "M �1 rr 11,- 1-r 11 I-i- 1" ,- rr I" I" rr ,-,- "I "I I" I" Ss 183.00 184.00 185.00 186.00 187.00 REVISIONS OATE is/2lrtd "� S,R—E,, 3 09 33 REV ISEO Llul, a< carvsixuci�ory HORIZONTAL 0' _ in, 40' SCALE: I" • 20' II"xl 7" SCALE: 1- = 40' 22"x34" SCALE: 1' = 20' LEGEND O CONCRETE PAVEMENT O RAISED MEDIAN t- TRAFFIC DIRECTION - -- PROPOSED ROW ------- EXISTING ROW ------- EASEMENT BOUNDARY PROPOSED RETAINING WALL /-0 REFER TO PI TABLE NOTES: 1. ALL STATION CALLOUTS AND DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL ADJUST ALL r EXISTING UTILITY BOXES AND SURFACE 2 APPURTENANCES TO FINISHED GRADE. W O Q H a 3 a 745 ~ 09111125 Of C4m SS 1, f: /p':i11qq T40.orm_I._Trlix M1,• Ap 735 s�.E �`"° �BURNS ME-DON N E LL ENLL-4.1NG F IRu f-R�5 CRY Pm cr •K-2 730 TPW PROJECT-W2 WATER PRCMECT •X-9574 SEWER PROJECT •X-27Y4 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS 725 INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP 720 CROMWELL MARINE a CREEK ROAD Y w U 715 ROADWAY PLAN & PROFILE STA 183+00 TO STA 187+00 a SHEET 21 OF a 3 D—NED HMS DRAvw HMS —LE ATE sHEET � CHECKED DRI _ SCALE-1 26' /it/]025 iR4 U REVISIONS Aj 2 _._._._._________._._._.--1e�rE S1 eoausr slo[weEaE �IxE y __ ____._._._._._.________ j N MARINE CREEK HILLS 1 N1 ¢ N HORIZONTAL MARINE CREEK HILLS BLOCKS I THRU 11 ~ % m - BLOCKS 1 THRU 5 CAB, A, SLD, 11252 o 0 _ o^. 4r. CAB, A, SLD, I1252 C. R. T.C.T. 1 N j W SCALE: I" • 20' C. R. T. C. T. V II" 17.. SCALE: 1' = 40' JI I W BLOCKS 136-39, 41-42 22"x34" SCALE: 1• = 20' Z j MARINEICREEK HILLS w r 1 a CAB A SLD. 5112 VERTICAL TIE IN TO XIST Ej 3 C. �. 4' 8' TIE IN TO EXIST i 1, L BRIT STA PAVEMENT SIDEWALK m TIE IN TO -- _._. I z - SIDEWALK .. SCALE: 1" 4' 4. LAKE STA 9.12.50 _�----_-_---_-_--_-_---_- _ L- - EXIST SIDEWALK '� O--------- 11"x17" SCALE: 1' 8' _._._._SW=754.1---- l a -- -rL BRIT STA _7 22"x34" SCALE: 1• 4' a TIE IN TO EXIST I SW=743.8 `� L LAKE STA 9.12. 50 LAKE SIDEWALK I TIE IN TO EXIST 27 BEGIN SIDEWALK TIE IN TO EXIST L BRIT STA 10.05. 00 I L BRIT STA 10.0 PAVEMENT - RETAINING WALL CONC PAVEMENT SW=743.8 o BEGIN SIDEWALK FL STONE STA 9.99.00 p o TW=755.3 oT� o RETAINING WALL SW754.1 2" STA 9.12.5 N A p �2 PVC BRIT STA IO.10. 00 To TW=744.6 T CONSTRUCT SIDEWALK TIE IN TO EXIST BEGIN SIDEWALK �I I/SW•743.6 oµ L'C STONE LEGEND RETAINING WALL CONSTRUCT V, O CONCRETE PAVEMENT RETAINING WALL 2a, SIDEWALK TW 744 8 2�' 1 FL LAKE STA 9.12. ��SIDEWALK END SIDEWALK 1 SW753.8 SW-743.7 RETAINING Q I O RAISED MEDIAN RETAINING WALL PROP CUR CONSTRUCT SIDEWALK i�� _ BAIT WALL T W755.3 I RETAINING WALL wn / - - Cl - - - L SW=754.3 x l RAMP - -x x-x-x- _ _ L_ TW143.0 <7GL--___- ---- -___EX ROW___ - - - C7=Z _____ ___C_ �- TRAFFIC DIRECTION x-x _ - �,__ TYPE Ar- _ x TW=74a.8 - E1 _ TW•742.6 -EX RO.4� _1'_- _ _I�- 6 EX R4 R TW744:5 �L-� _ T_-_ 1-TW�41s� OH- BL OH 0 OH -••-••- PROPOSED ROW SD y ID1 S{Y•7j0.7 ) �� '\ ------- EXISTING ROW y -Fof S CJI -_ - - -wl- _ .------EASEMENTBOUNDARY `, - W1 �_I . -w 1tl _,,,- - - -w,- 2S.W1 P '" i, -wI - - - - 20' I -R, \ - - - - - - PROPOSED RETAINING WALL P CURB RAMP I, PROP CURB R MP ^+ PROP CURB RAMPt- REFER TO PI TABLE TYPE P-1 'fin TYPE P-1 `� PROP CURB RAMP 3 EL•741. 55 TYPE R-1 - - - - - - EL=752. 62 EL=751. 91 I TYPE R-1 al EL=740.69 I` TW= TOP OF RETAINING WALL ELEVATION EL=752.41 EL=742.40 CROMWELL MARINE CREEK RD n t� I CREEK RD MARINE SWNO ES PROPOSED SIDEWALK ELEVATION CROMWELL MARINE CREEK RD '_'I �{, LAKE STA 10.00. ¢0 FL BRIT STA 10.96. 00 $I _ I. ALL STATION CALLOUTS AND L CMCR STA 174.74.98 I PROP CURB RAMP DIMENSIONS ARE TO FACE OF L CMCR W1 L�:ICR crew) •25�89- LMCR - L CMCR TYPE P-1 y -WCk -w1- - - �1 I CURB UNLESS NOTED OTHERWISE. w _. "------ --- _._4.00-------------- - - -- ��)) ----- -. _.�._ pp ------------------------- 1g7`00 2. CONTRACTOR SHALL ADJUST ALL 2 172.00 I-7 174.00 ITS•00 186.00 \ EXISTING UTILITY BOXES AND SURFACE w --- `L ST 10.97. 91 = APPURTENANCES TO FINISHED GRADE. p i MCR STA I86. 33. 34 I LAKE BFIT 1 fL S iONE 775 +------ ---i -- -I- -- -i % 765 765 ee 760 51A 9.15. 0� i^^ u a 5 LI= 5.00 �� PROP LO E PGL i v Q j l 755 'c� l u c m-_ .300 X. ---�------ W y2 TIE TO GROUD �Wff 750 - STA 9.12. 50 -- IT 9.3t.99 ago i yak�----- EL 752. J5 STA 9f 57.00 / Q w w r n L = 6.00 EL 752.17 ow 1` w L • 4.ad a ' e 745 w n ry ---�--P -; 1 -t-------�-------t-----------------� =�y $ V x x x c zwW 9.00 9.50 10.00 Of C4m BURNS s�:E'o`"° M S DON N E LL EN°INEERING FIRM F-ww5 CT' PROJECT •I°IOIP TPWPROJECT - 2964 WATER •X-4 WATER PROJECT SEWER PROJECT •X-27YPJSl4 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE a o CREEK ROAD Y w K U SIDE STREET PROFILES ET 4 5 DE 5 3 DEsINII HMS -E ATE -1 DIuwH H:ns CHECKED DRI SCALE-1 20' /it/]025 2a1 � U DBE v �� CERTIFIED + CEIITRiE 1701 Legacy Drive, Suite 2000, Frisco, Texas 75034 Email: anu@obraramos.com Cell: 214-584-9598 Texas MBE # HMMB2750ON0725 Texas DBE # HMDB42783NO724 Date: 9/9/25 Bid Date: Documents: GC: Sundt Date of Plans: Attention: Specifications: Email: anu@obraramos.com Soils Report: Project: 24005 - Cromwell Marine Addendums: Location: Cromwell Marine Creek Fort Worth, Texas CHANGE ORDER REQUEST NO.10 Ssawcut and haul off 45' x 2.5' x 6'; sawcut and remove 25'x30' of asphalt ITEM DESCRIPTION JUNITIQUANTITI TOTAL I 1 Total Labor LS 1 $ 625.32 2 Total Materials LS 1 $ 396.00 3 Total Equipment LS 1 $ 511.50 4 Total Subs LS 1 $ 1,861.20 5 P&P Bonds LS 1 $ 67.88 TOTAL CHANGE ORDER REQUEST NO.10 NOTES: T and M attached Authorized Signature of Acceptance $ 3,461.90 Prepared By: Anu Kafle Phone:214-548-9598 email : anu@obraramos.com Obra Ramos Construction Project Name: Cromwell Marine Creek Date 8/28/2025 Subcontractors Work Breakdown and Pricing Change Order #10 Reason for Change Order: T&M Work Unit Extended Description of Products and Work Qntv Unit Cost Cost ILabor 1 Field Supervision I mhr 60.00 $0.00 2 Surve\( mhr 45.00 $0.00 6 Dozer OpI mhr 30.00 $0.00 7 MG Op I mhr 35.00 $0.00 8 Ex Op 3 1 mhr 30.00 $90.00 9 Laborer 6 1 mhr 27.00 $162.00 10 SkidSteerOp 6 1 mhr 30.00 $180.00 11 PM/ ACct 0.00 ea r-- 13,265.001 $0.00 Laborl $432.00 1 OH/Profit 10.00 ./I $43.20 1 Grand Total Laborl $475.201 1 (Burden 1 Workers Compensation $432.00 mhr 8.00 $34.56 1 2 Social Securitv $432.00 mhr 7.25% $31.32 3 Medicare $432.00 mhr 1.50, $6.48 4 FUTA $432.00 mhr 1.25/°oJ $5.40 5 TEXAS UNEMPLOYMENT $432.00 mhr 4.25/°oJ $18.36 7 G.L. $432.00 mhr 7.00%J $30.24 8 Sick Leave $432.00 mhr 2.50%J $10.80 9 Vacation $432.00 mhr 3.00%J $12.96 1 10 $432.00 mhr 0.00% 1 $0.00 Labor Burden 35 Total Burden $150.12 1 OH/Profit 10.00001 $15.01 Grand Total Burden $165.131 I I Materials I Flexbase TE1�A Tn 50.00 $0.00 1 Flexbase TyD TN 30.00 $0.00 I Select Fill CY 45.00 $0.00 1 PON Roll 65.00 $0.00 1 Water MG 15.00 $0.00 1 MISC 1 1 $0.00 Fuel 1 72 1 pJ 5.00 $360.00 Lime to 300.00 $0.00 $0.00 $0.00 Total Materials $360.00 1 OH/Profit 10.00 /I $36.00 1 grand Total Materials $396.001 I Equipme It 1 PC 380 2 PC 360 3 PC 210 4 PC 138 5 PC D51 6 JD 850 7 JD 750 8 JD 700 9 672G Motorqrader 10 772G Motorgrader 11 JD 333 Skid with Blade 12 JD 333 Skid Steer w/bucket 13 84 inch pad foot roller 14 84 inch smooth drum roller 13 60 inch pad foot roller 14 60 inch smooth drum roller 15 Water Truck 16 Mobilization I OH/Profit I ISubs 1 Silt Fence 2 Saw cuttiv 3 Construction Entrance 4 Truckinq 5 Truckinq I OH/Profit hr 80.00 $0.00 hr 75.00 $0.00 hr 70.00 $0.00 hr 65.00 $195.00 hr 65.00 $0.00 hr 90.00 $0.00 hr 78.00 $0.00 hr 65.00 $0.00 hr 95.00 $0.00 hr 110.00 $0.00 hr 65.00 $0.00 hr 45.00 $270.00 hr 75.00 $0.00 hr 75.00 $0.00 hr 60.00 $0.00 hr 60.00 $0.00 hr 50.00 $0.00 ea 550.00 $0.00 Total E�pj�+ $465.00 10. 0 $46.50 Grand Total Equipment4 $511.501 If 3.00 $0.00 If 9.00 $432.00 ea 5,000.00 $0.00 Load 450.00 $900.00 hr 120.00 $360.00 Total Fnpujp $1 692.00 1 . 0�1 51169.20 Grand Total Equipment $1,861.201 Total Labor $475.20 Total Labor Burden $150.12 Total Materials $396.00 Total Equlpinent $511.50 Total Subs $1`861.20 BOND 167.88 - otalforthis Change1 1 $3,461.90 M R Customer V.,Address C City,State Attn: _ Employee's Name Straight Time Eve Time Total Hours Sub Totals Total Labor Forerm n's Signature Print Name/Date Job Name , Address c , City,State Job No Z S Material & Equipment Qty Net Cost r f= Avg 'x(s Total Cost Material Description of Work Performed Cust mer's Signature S I ��fiCPr? Print Name/Date OBRA RAMOS CONSTRUCTION EXTRA WORK ORDER -DAILY . # .. .rk., Dat eOfWo .. Request st C.....,._..... q O Customer- Job Name q i., C' QA M�i"1..L-M�lt°-tr�BF C� Address a�1 � ���F Cl����— I AddressToa�617C -�-- City,State Attn: } 6 �`�' \/A y �)f • ': City,State jlol No Straight Total Material & Employee's Name Time Eve Time Hours Equipment Qty Net Cost AA -Top' -C N� Sub Totals -- Total labor � - --- Total Cost Material Fore man's Signat e %Yli.� Print Name/Date — Description of Work Performed ... Cu ffs ,anwls Signature Pr1nt Name/Date , SUN DT 112486 - SU N DT-RFI-000068 Project number: 112486 Project title: Cromwell Marine Creek Road Widening Improvements Date: 15 Sep 2025, 12:54:37 PM -06:00 Form ref. number: SUNDT-RFI-000068 Form area Item link Form PDF Link Section attachments Link Section-2 - RFI Response RFI-068 Existing RCP Conflict at Bob Hanqer - Email Resgonse.gdf Request For Information SUNDT RFI Reference No: SUNDT-RFI-000068 Status: OUTSTANDING For Action: Alejandra Ayala, PE, City of Fort Worth - Transportation and Public Works Department Andrew Grew, SUNDT [Role: SUNDT RFI RESPONDER] Christopher Vizcarra, SUNDT [Role: SUNDT RFI RESPONDER] Jaz Mwiseneza, SUNDT [Role: SUNDT RFI RESPONDER] Joel Holcomb, SUNDT [Role: SUNDT RFI RESPONDER] Project: Cromwell Marine Creek Road Widening Improvements Subject: Existing RCP Conflict at Bob Hanger While conducting field verification surveys in the Northeast corner of Bob Hanger intersection it was discovered that the existing 39", 36" & 24" RCP lines shown on the existing utility layout would be in conflict with the new proposed RCP that is to be installed. This conflict would span approximately from station 146+26 to 151+76 station (see pink clouded area on attached sheets 491 & 492). The contract removal plans (see sheets 147 and 148) only show removing the existing 39" & 54" RCP lines (see highlighted section in red on sheet 147) and does not give any direction on how to proceed with the existing RCP lines in conflict with the new proposed RCP. Proposed Solution : Please provide direction how to proceed with the installation of the new proposed RCP that conflicts with the existing lines? Response Due 26 August 2025 Priority By: Discipline : CIV - Civil Area : Estimated Cost Impact: Document Reference: RFI by: Created By: Last Edited By: 01 - RFI Response Sheets 491, 492, 147, 148 Andrew Greer, SUNDT Andrew Greer, SUNDT Andrew Greer, SUNDT NORMAL - Normal Co -Author Number: Estimated Time Impact (Days): System : On: 13 August 2025 On: 13 August 2025, 08:31:05 AM -6:00 On: 21 August 2025, 10:28:33 AM -6:00 Andrew Greer, Sundt Construction, Inc. 09.15.2025 1:36 PM Andrew Greer sent requested information noted on comment #3 from Dennis Ingram on 9/5/25 via email (email has been attached). Dennis Ingram responded via email on 9/11/25 with updated information. RFI can be closed. If any additional information is needed Sundt will submit an additional RFI Files Attached (1): symbol RFI-068 Existing RCP Conflict at Bob Hanger - Email Response.pdf (Version 1) Properties I Download I Redline I Remove Dennis Ingram, Burns & McDonnell 08.26.2025 12:48 PM 1.) The existing system running east should be removed, including the 39", 36", and 24" RCP. System SD-Cl developed based on replacement of the existing system. 2.) The existing (day care) storm pipe and MH were installed after we completed the SUE and developed the final design plans. The drainage design took into consideration run-off from the day care area; therefore, it can be connected to the proposed storm pipe. 3.) Provide information (photo, pipe size, MH location, inlet location, etc.) for final confirmation Alejandra Ayala, Fort Worth TPW 08.26.2025 12:06 PM Please respond within 3 days. Attachments: RFI-068 Existing RCP Conflict at Bob Hanger - Email Response.pdf RFI Response by: Andrew Greer, SUNDT On: 15 September 2025 Created By: Andrew Greer, SUNDT On: 15 September 2025, 12:53:30 PM -6:00 Last Edited By: Andrew Greer, SUNDT On: 15 September 2025, 12:53:31 PM -6:00 Section attachments Section-2 - RFI Response I RFI-068 Existinq RCP Conflict at Bob Hanger - Email Response.pdf 9/15/25, 1:26 PM Mail -Andrew M. Greer- Outlook IS Outlook RE: RFI-068 Existing RCP Conflict at Bob Hanger From Ingram, Dennis R <dringram@burnsmcd.com> Date Thu 9/11/2025 4:45 PM To Andrew M. Greer <amgreer@sundt.com> Cc Joel D. Holcomb <jdholcomb@sundt.com>; Karl D. Sorensen <kdsorensen@sundt.com> Andrew, See my response to the junction box and drop inlet: • Junction Box: The proposed junction box is intended to tie -into the existing 24" RCP that connects from the south. Based on your survey information, the proposed junction should be adjusted to the location of the existing junction box to maintain connection of the existing 24" RCP to proposed line • Drop Inlet and Apron: The existing drop inlet is intended to capture drainage from drain the day care/area. Our drainage system was designed to accommodate the day care/area runoff. The road slopes/drains west, and run-off will be captured by the proposed adjacent inlet to the west of the existing drop inlet. Therefore, the drop inlet can be removed to accommodate construction of the driveway entrance, curb, and sidewalk. N flflBlaa0.P1 E I]D3fifl:k/ 6 RCP MI[ F,YMq 45 wnd RCPW WW1 WIN WIN _ 1 T —-AEayNrp rylwllon 2 SIA r+B, X lT -20.50. 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Elm/. 7d765—vt yr MA I--nrm r04 0"dis sat.40p P, E 11B1paR teWNr well pI TB eYbllrq 4M Wae,IrB d!rNpn mlerdea N hake P>B BkMr� Ilmwron bw b mmev(4 a!d replallfld 3ve tNYe'hb � eiximd Ip IMPIpeWV2,' RCP maiatnF 2+'Ue rMo tlol acalMn THE 1.1 THE PROPOSED JUNCTION WAS INTENDED TO TIE INTO THE THEILOCATIJ RCP. —� 2 1 PROPOSED JUNCTION BE ADJUSTED TO THE LOCATION OF TOE ExtSRNG JUNCTION 80x b—ioULO --------------- 91 NDWEYER. TOE nPAeYerFean )b rebcaM fe fllA HOWEVER. II>;a 11wM IM bc.Tbe� a11Mr Pp;-_ undlm bn. _Ic acted b Wrrgn or ne mr:Jrg Li'"iw vauE npr. b In rxr>rl.w- x doo0•'frTICfINe 11v1 nflM YrCblbn o1 Te XMI.n ml. L'A]. :1"% Ike 141E N,ron for IMe M. i-.al>wav and •:dnw•elk ;nM, q:.rvPY A. rwrl hawv4 I I HE EXISTING INLET 1S INTENED 10 DRAIN THE UAY CARE CENTE1b'AREA HAVOp ReaEy LK vvk L4192 psdN GR.7.G 21 OUR DRAINAGE SYSTEM WAS DESIGNED TO ACCONIDATE THE THE DAY CARE CENTER AREA J THEREFORE THE INLET CANOE REMOVED TO ACDOMDATIF TOE PROPOSED CURS AND SIDEWA.' K PIldFi kf i.� krww hnw wn nopo m procee't 11t:aMn W PrcPaflea Alnc"bet IP Iha 6AIUng 2A' RCP fStAEcn /act -SO N tiii k'L .10 ! —Ce14" CrLr4 This response will be posted on E-Builder. 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 1 M 214-336-55601 E drinaram anburnsmcd.com OFFICE 469-659-7199 \ CELL 214-336-5560 BURNS IN ®®®©D Explore career opportunities WE BUILD TX I Discover Safe. Reliable and Resilient Infrastructure "Registered in TX From: Andrew M. Greer <amgreer@sundt.com> Sent: Friday, September 5, 2025 5:52 PM To: Ingram, Dennis R <dringram@burnsmcd.com> Cc: Joel D. Holcomb <jdholcomb@sundt.com>; Karl D. Sorensen <kdsorensen@sundt.com> Subject: Re: RFI-068 Existing RCP Conflict at Bob Hanger Dennis, Cn-f`4 Please see the requested information for RFI-068. I will post this in E builder as well. Also, another question came up while looking at this. On sheet 293 of the contract drawings, the plans call for the existing SD-C1d 24" RCP line to be installed into the new junction box at station 3+04.17. However, based on our survey shots the existing manhole at Sta. 148+64, LT-20.50, Elev. 767.65 is not in that location and therefore neither will be the existing line. Was the design intended to have the existing junction box be removed and replaced and have the existing 24" tie into that location. If so, then the location of the proposed junction box would need to change or the existing 24" line would need to be reconfigured to accommodate https://outlook.offic%cggr�fiil/iJ/ ESQ � � fiR�° Ip �z�� °/ ��VrzEl� �c PEA? iveVersio... 1/5 9/15/25, 1:26 PM Mail -Andrew M. Greer - Outlook the new location of the junction box. Lastly, it looks like the apron for the existing drop inlet will conflict with the roadway and sidewalk (see survey as -built drawings). Please let us know how we need to proceed Thanks, Andrew M. Greer Project Engineer 11 c 469.724.8087 w: amareer(c)Sundt.com a: 2620 S. 55th Street, Tempe, AZ 85282 From: Ingram, Dennis R <drineram(@burnsmcd.com> Sent: Monday, August 25, 2025 4:29 PM To: Andrew M. Greer <amgreer sundt.com> Cc: Joel D. Holcomb <jdholcomb(alsundt.com>; Karl D. Sorensen <kcisorensenralsundt.com> Subject: RE: RFI-068 Existing RCP Conflict at Bob Hanger Andrew, The existing (day care) storm pipe and MH are not shown because it was installed after we COMDleted the SUE and developed the final desian plans. The drainage design took into consideration run-off from the day care area; therefore, it can be connected to the proposed storm pipe. Provide information (photo, pipe size, MH location, inlet location, etc.) for final confirmation. 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 1 M 214-336-55601 E gram@burnsmcd.corrt OFFICE 469-659-7199 \ CELL 214-336-5560 BURNS`MEEDONNELL. ®®®U D Explore career opportunities WE BUILD TX I Discover Safe. Reliable and Resilient Infrastructure "Registered in TX From: Andrew M. Greer <amereerna sundt.com> Sent: Monday, August 25, 2025 7:40 AM To: Ingram, Dennis R <drineram(@burnsmcd.com> Cc: Joel D. Holcomb <idholcomb(a)sundt.com>; Karl D. Sorensen <kdsorensen resundt.com> Subject: Re: RFI-068 Existing RCP Conflict at Bob Hanger Dennis, Would this include the portion shown in blue? https:lloutlook.office.com/mail/id/AAkALgAAAAAAHYQDEapmEc2 byACgAC%2 FEWgOA2WG21 DuXfUeX%2FWzElsXq RAAAUCCkiQAA?nativeVersio... 2/5 9/15/25, 1:26 PM Ll 1 i�J. . CI I •I; i Del 1 V4_ Mail -Andrew M. Greer- Outlook Existing storm E sewer line & MH not shown in 5 conflict with proposed RCP �INST C. _ _t.. C. T. +00 Andrew M. Greer Project Engineer 11 c: 469.724.8087 w: amgreer(@Sundt-com a: 2620 S. 55th Street, Tempe, AZ 85282 SUNDT Slag- Grit Purpose From: Ingram, Dennis R <drin¢ram(d)burnsmcd.com> Sent: Thursday, August 21, 2025 1:53 PM To: Andrew M. Greer <amereerPsundt.com> Cc: Joel D. Holcomb <idholcomb(@sundt.com>; Karl D. Sorensen <kdsorensen(@sundt.com> Subject: RE: RFI-068 Existing RCP Conflict at Bob Hanger Andrew, https://outlook.office.com/mail/id/AAkALgAAAAAAHYQDEapmEc2byACgAC%2FE WgOA2WG21 DuXfUeX%2FWzElsXq RAAAUCCkiQAA?nativeVersio... 3/5 9/15/25, 1:26 PM Mail -Andrew M. Greer- Outlook The existing system running east should be removed, including the 39", 36", and 24" RCP. Refer to the below image: M TCN N _ STA 9+P00 UCiVRE Ex INLET TO BE REMOVED IB TO �.Ex 21' RCP TO BE REMOVED Ex TRAFFIC SIGNAL TO BE REMOVED AND REPLACED BY OTHERS •�• ►`i.—Ex HEADWALL to BE REMOVED Ex SELL SIGN "- cT • �" �•. TO BE REMOVED '..._-._----------._.._.._.._.._.. OTHERS Ex ELEC SYS TO BE REMOVED AND REPLACED BY OTHERS .. �EX FIRE HYDRANT TO BE REMOVED AND REPLACED - PROP E CMCR '\ Ex ROW Ex COW SIGN TO 9'x6' Ace Ex ET T BE R vED BE RELOCATED _ O REMAIN o p ELL RIN CRE K x T9' RCP CR EL MAR C EKT BE ►qvE + / E �j / 7 BE SA- VED E REMOVED Q >OLE TO BE @ @ e REMOEX OVED BY IOTHERSBE ~ fx ASPHALT f0 zD REPLACED / �_Ex BE READVEOCONC CURBTOwas zREE TO J Intended t0z7LE TO Bf REIDVED TRAFF C SJGNL A. p�NBA ON J :D Br OTHERS f be removed TOOHERS to FF VEQ AND gEPLAtED BYl\ _ ELOCATED BY OTHERS/// And replaced Ex LIGHT POLED TO R\EMa1cEp\♦11,p \ U �,N►LRSTO BE REMOVED AND JJJ� '-with SD-Cl ec my Q IE REMOVED AND REPLACE C POLE To BE REMOVED AND N TO BE BURIED Ex ROW YRER POLE TO BE REWvED 1fPL ACED BY OTHERS ETEz'CONt SIDEWALK TO BE REMOVEED SIDEWALK f0 BE `- / VED Ez COW CURB t0 BE REMOVED MOTET System SD-C1 (below) developed based on replacement of the existing system. 6Y.1?.b'Y/.F ms „'� vOfK U�M1M'ICME MRI �i + Ire F offus �DC�-, ��A(•�y�i1 Ar�►�yw Wd' :� ,adH. • ¢ mQ �_ N� fWTO0M000YM1 eedv xc�a COMf1TDf 10YYa a.aor EO I f E» � a u sr M*ro e�,y� Z ��TyJ;,��II Co6f R.Y y 4�I1'' LL :-_LY _._.:-_._. WM" a• wan— T— rar- ccer row 1 " i i _ rye.. • CROMWELL MARINE - -- — i w,1r.�r wrt• I �c,Tr.Fo _ CREEK ROAD IH _ ._._._._.__----------- .-.-. -.-. � lwm% i I4 M— ;a SD-C1 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 1 M 214-336-55601 E drinaram(cbburnsmcd.com OFFICE 469-659-7199 \ CELL 214-336-5560 BURNS SME-DONNELL. ®®� Explore career opportunities WE BUILD TX I Discover Safe, Reliable and Resilient Infrastructure 'Registered in TX From: Andrew M. Greer <amereer(@sundt.com> Sent: Thursday, August 21, 2025 11:36 AM To: Ingram, Dennis R <drineram(@burnsmcd.com> �e wm.Ri r. SD-Cll https://outlook.office.com/mail/id/AAkALgAAAAAAHYQDEapmEc2byACgAC%2FE WgOA2WG21 DuXfUeX%2FWzElsXq RAAAUCCkiQAA?nativeVersio... 4/5 9/15/25, 1:26 PM Mail - Andrew M. Greer - Outlook Cc: Joel D. Holcomb <idholcomb(a)sundt.com>; Karl D. Sorensen <kdsorensen()a sundt.com> Subject: RFI-068 Existing RCP Conflict at Bob Hanger Dennis, Please see the attached RFI regarding a conflict with the existing RCP line at Bob Hanger. We can talk about this one this afternoon. Thanks, Andrew M. Greer Project Engineer 11 c: 469.724.8087 w: amareer(a)Sundt.com a: 2620 S. 55th Street, Tempe, AZ 85282 Y SUNDT Slab &,it. Purpose https:lloutlook.office.com/mail/id/AAkALgAAAAAAHYQDEapmEc2 byACgAC%2 FEWgOA2WG21 DuXfUeX%2FWzElsXq RAAAUCCkiQAA?nativeVersio... 5/5 CRAN E Electric POV/ER POLE � INVOICE DATE: 9/26/2025 Barto Electric INVOICE # 6225 7350 Briar Rd AzIe,TX 76020 Steve Barto Jr. Phone: [817-874-4913] Int Union of Operating Engineers 6225 Cromwell Marine Creek Rd Ft Worth, Tx, 76179 Demo old electric pole 3,755.00 Install new 200 amp 3 phase meter and riser on new pole that y'all set We will then grab pipe and wire that y'all uncover and hook into new meter base You are to uncover old line for us to move and set new pole Permit included Install and buy power pole 1,000.00 SUBTOTAL Extras TAX RATE TAX OTHER $ - TOTAL $ 4,755.00 Make all checks payable to BARTO ELECTRIC If you have any questions about this invoice, please contact Steve Barto Jr, bartoelectric@gmail.com 817.874.4913 Thank You For Your Business! Joel D. Holcomb From: Tammam H. Nashad Sent: Thursday, August 8, 2024 6:13 PM To: Jimmie Chadwell; Lopez, Raul; Joel D. Holcomb Cc: Acevedo, Lissette; Wadsack, Patricia L; Ingram, Dennis R; Dwayne Jones; Thompson, Lawrence; Ayala, Alejandra Subject: RE: [EXTERNAL] RE: Construction on Cromwell -Marine Creek Attachments: 33 jpg; 2jpg; 1 jpg Raul We have finished the marking and will be adding the signs once we get them here, please see attached pics for how it looks now Tammam Nashad Project Manager C: 469-550-0169 w: Sundt.com a: a: 8445 Freeport Pkwy Ste 240, Irving, TX 75063 SUNDT Skill. Grit. Purpose.' TRMPORTMOA / INOUSHK / BUILDING / CONCRETE From: Jimmie Chadwell <jhadwell@ems-isd.net> Sent: Thursday, August 8, 2024 5:04 PM To: Lopez, Raul <Raul. LopezRoura @fortworthtexas.gov>; Tammam H. Nashad <thnashad@sundt.com>; Joel D. Holcomb <jdholcomb@sundt.com> Cc: Acevedo, Lissette <Lissette.Acevedo@fortworthtexas.gov>; Wadsack, Patricia L <Patricia.Wadsack@fortworthtexas.gov>; Ingram, Dennis R <dringram@burnsmcd.com>; Dwayne Jones <djones0l@ems-isd.net>; Thompson, Lawrence <Lawrence.Thompson@fortworthtexas.gov>; Ayala, Alejandra <Alejandra.Ayala@fortworthtexas.gov> Subject: RE: [EXTERNAL] RE: Construction on Cromwell -Marine Creek You don't often get email from ihadwell@ems-isd.net. Learn why this is important Thank you. We appreciate your assistance with this today and Sundt's work to get this completed. Sincerely, Jim 1 Jim F. Chadwell, Ed.D. Superintendent Eagle Mountain -Saginaw ISD 1600 Mustang Rock Road Fort Worth, Texas 76179 Executive Assistant Becky Nevins bnevins@ems-isd.net 817-232-0880, Ext. 2418 EAGLF SAGINAW ISDTAIN = zw.wy.r..n...�.•ae.t�.d From: Lopez, Raul <Raul.LogezRoura@fortworthtexas.Rov> Sent: Thursday, August 8, 2024 1:36 PM To: Jimmie Chadwell <ihadwelI@ems-isd.net>; Tammam H. Nashad <thnashad@sundt.com>; Joel D. Holcomb <id holcomb@sundt.com> Cc: Acevedo, Lissette <Lissette.Acevedo@fortworthtexas.Rov>; Wadsack, Patricia L <Patricia.Wadsack@fortworthtexas.Rov>; Ingram, Dennis R <drinRram@burnsmcd.com>; Dwayne Jones <diones0l@ems-isd.net>; Thompson, Lawrence <Lawrence.Thompson@fortworthtexas.Rov>; Ayala, Alejandra <Alejandra.Ayala@fortworthtexas.gov> Subject: [EXTERNAL] RE: Construction on Cromwell -Marine Creek Dr Chadwell, We met with Clete, Dwayne, officer Ramirez and the project team this morning. We will be installing solid stripping through the temporary traffic control zone and skip -style white striping through the intersection. Three sets of arrows will be installed on the pavement approaching, across and past the intersection and a lane assignment sign will be installed in the median to alert the driving public that the inside lane is now also a through lane. The plan is to implement this no later than Sunday in anticipation of the first day of classes next Monday. Work zone speed signs have been recently installed and enforcement of speed limits by PD is ongoing. Tammam, Joel, Can we please get a notice and some images once the refinements have been implemented over the weekend? It is important that we keep the ISD up-to-date. Thank you all for your contribution to address this important concern. Raul E. Lopez, P.E. Program Manager Department of Transportation and Public Works Arterials - Capital Delivery Division Office: 817.392.2457 Email: raul.lonez(&,,fortworthtexas.tiov ORT%bRTN. i. City of Fort Worth — Working together to build a strong community. How am I doing? Please contact my supervisor: lissette.acevedo(a)fortworthtexas.aov From: Jimmie Chadwell <ihadwell@ems-isd.net> Sent: Thursday, August 8, 2024 8:56 AM To: Lopez, Raul <Raul.LOpeZRoura@fortworthtexas.Rov>; Ayala, Alejandra <Aleiandra.Avala@fortworthtexas.sov>; Jones, Dwayne <dionesOl@ems-isd.net>; Thompson, Lawrence <Lawrence.Thompson@fortworthtexas.Rov> Cc: Acevedo, Lissette <Lissette.Acevedo@fortworthtexas.Rov>; Garcia, Patricia <Patricia.Garcia @fortworthtexas.Rov> Subject: RE: [EXTERNAL] RE: Construction on Cromwell -Marine Creek 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. Thank you very much. I or a member of my team will be there. To see what I am describing, I would stand in the Parkview parking lot. The traffic will seem to flow normally, but the major thing to see is that drivers will float between the left and right lane at the Crystal Lake intersection. People in this area are accustomed to the right lane being a right turn only going south on Crytal Lake, as well as there being a left turn only lane going north. This turning lane is now the through road. So part of the problem is not only that the road detour is counterintuitive with the left lane going directly into a median, but also everyone in this area have spent years with a different pattern. I appreciate any assistance. Sincerely, From: Lopez, Raul <Raul.LonezRoura@fortworthtexas.aov> Sent: Thursday, August 8, 2024 8:47 AM To: Jimmie Chadwell <ihadwelI@ems-isd.net>; Ayala, Alejandra <Aleiandra.Avala@fortworthtexas.Rov>; Dwayne Jones <diones0l@ems-isd.net>; Thompson, Lawrence <Lawrence.Thompson@fortworthtexas.Rov> Cc: Acevedo, Lissette <Lissette.Acevedo@fortworthtexas.l;ov>; Garcia, Patricia <Patricia.Garcia @fortworthtexas.aov> Subject: RE: [EXTERNAL] RE: Construction on Cromwell -Marine Creek Mr Chadwell, I am the Program Manager who oversees the thoroughfare capital projects in Fort Worth. I talked to Alejandra this morning, and we are headed there this morning to take another look at the situation. We will meet at the construction trailer at 10 and proceed to Crystal Lake from there. EMSISD staff who are available are welcome to join us at the intersection around 10 after 10. Thank you for your continued input. Raul E. Lopez, P.E. Program Manager Department of Transportation and Public Works Arterials - Capital Delivery Division Office: 817.392.2457 Email: raul.lonez(cbfortworthtexas.gov City of Fort Worth — Working together to build a strong community. How am I doing? Please contact my supervisor: lissette.acevedo()fortworthtexas.aov From: Jimmie Chadwell <ihadwell@ems-isd.net> Sent: Thursday, August 8, 2024 8:11 AM To: Ayala, Alejandra <Aleiandra.Ayala@fortworthtexas.Rov>; Jones, Dwayne <diones0l@ems-isd.net>; Thompson, Lawrence <Lawrence.Thompson@fortworthtexas.gov> Cc: Acevedo, Lissette <Lissette.Acevedo@fortworthtexas.Rov>; Garcia, Patricia <Patricia.Garcia @fortworthtexas.gov>; Lopez, Raul <Raul.LopezRoura@fortworthtexas.aov> Subject: RE: [EXTERNAL] RE: Construction on Cromwell -Marine Creek 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. Dear Ms. Ayala, Thank you for your follow-up. I am hopeful but not confident that these interventions will work. This morning, I drove this route eastbound and just like the three days before it, drivers cross into the other lane at the Crystal Lake intersection. Rather than following the road markings, they follow the road itself which carries them into the other lane. This is usually those in the left lane driving straight at the curve going directly into the right lane. Early in the morning when the sun is low, the road markings are barely visible and seems to have an effect. Drivers do what they believe is logical, which in this case means they are doing the wrong thing. I regret not videoing it this morning, because I see this same thing continually. The only thing that will help us on Friday is the reality that this road is usually gridlock for about 2 hours. We appreciate everyone's assistance. Sincerely, Jim F. Chadwell, Ed.D. Superintendent Eagle Mountain -Saginaw ISD 1600 Mustang Rock Road Fort Worth, Texas 76179 Executive Assistant Becky Nevins bnevins@ems-isd.net 817-232-0880, Ext. 2418 EAGLE MOUNTAIN SAGINAW I From: Ayala, Alejandra<Aleiandra.AvalaC@fortworthtexas.izov> Sent: Wednesday, August 7, 2024 5:09 PM To: Dwayne Jones <diones01@ems-isd.net>; Thompson, Lawrence <Lawrence.ThompsonWortworthtexas.Rov> Cc: Acevedo, Lissette <Lissette.Acevedo(cDfortworthtexas.Rov>; Garcia, Patricia <Patricia. Garcia(@fortworthtexas.Rov>; Jimmie Chadwell <ihadwell@ems-isd.net>; Lopez, Raul <Raul.LopezRoura(@_ fortworthtexas.gov> Subject: RE: [EXTERNAL] RE: Construction on Cromwell -Marine Creek Mr. Chadwell/Mr. Jones, Here is the latest information I have received on the traffic control devices for Cromwell Marine Creek between Bob Hanger and Crystal Lake: • Sundt Construction has placed work zone speed limit signs (25 MPH) in front of the school. Upon arrival, Sundt ordered a secondary sign and will put it on the median opposite the existing sign. • I have requested a speed limit sign; the maintenance division of TPW is currently reviewing the request, determining the location, and will place the sign after it's approved. They did not give me a date, but I did ask them to expedite the request due to school starting on 8/12. • FWPD has been running radar and ticketing speeders this week and will continue throughout construction. • FWPD misspoke when they told me they would have the radar kiosk out this Monday. They only have a limited amount, but they reassured me it would be out on Monday, 8/12. I will continue to follow up with the contractor, TPW Maintenance, and FWPD until these additional traffic devices are in place. Please let me know if you have any further questions. 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(Mfortworthtexas. oov FORT WORTH. Working together to build a strong community. From: Dwayne Jones <diones01@ems-isd.net> Sent: Wednesday, August 7, 2024 3:37 PM To: Thompson, Lawrence <Lawrence.Thompson@fortworthtexas.Lyov>; Ayala, Alejandra <Aleiandra.Avala@fortworthtexas.,qov> Cc: Acevedo, Lissette <Lissette.Acevedo@fortworthtexas.jzov>; Garcia, Patricia <Patricia.Garcia@fortworthtexas.jzov>; Chadwell, Jim <ichadwell@ems-isd.net> Subject: RE: [EXTERNAL] RE: Construction on Cromwell -Marine Creek 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. Hello All, FYI — I drove by the campus at approximately 2:45 pm and I did not identify any new equipment or signage. Thanks. i.AwwyYt&JT " , R'MA Director of Operations di ones0l "ems-isd.net (817)306-0864 Ext. 6278 — Maintenance Facility (817)232-0880 Ext. 2413 — Administration Building „1130 RTSBA From: Thompson, Lawrence <Lawrence.Thompson@fortworthtexas.eov> Sent: Tuesday, August 6, 2024 3:01 PM To: Ayala, Alejandra <Aleiandra.Avala@fortworthtexas.Rov> Cc: Dwayne Jones <dionesOl@ems-isd.net>; Acevedo, Lissette <Lissette.Acevedo@fortworthtexas.lsov>; Garcia, Patricia <Patricia.Garcia @fortworthtexas.izov>; Jimmie Chadwell <ihadwell@ems-isd.net> Subject: RE: [EXTERNAL] RE: Construction on Cromwell -Marine Creek Importance: High Hi Ayala, Upon your return, please respond to Dr. ChadweLL's email and cc the rest of the group. Thank you, Lawrence Thompson Education Division City Manager's Office 817-392-6575 100 Fort Worth Trail, Fort Worth, Texas 76102 Lawrence.Thompson @fortworthtexas.Rov The City of Fort Worth -Working together to build a strong community. -ifLL. _*41"� From: Jimmie Chadwell <ichadwell(@ems-isd.net> Sent: Tuesday, August 6, 20241:30 PM To: Thompson, Lawrence <Lawrence.Thompson@a fortworthtexas.gov> Cc: Ayala, Alejandra<Aleiandra.AvalaWortworthtexas.gov>; Jones, Dwayne <diones01 «)ems-isd.net> Subject: RE: [EXTERNAL] RE: Construction on Cromwell -Marine Creek 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. I want to provide an update on this road. As of this morning, no additional speed zone equipment has been installed and no additional police presence has been noted. I drove down this road eastbound on Sunday, Monday, and Tuesday. Every time I drove down, drivers made the same errors at Chyrstal Lake Drive. They do not stay in the designated lanes because they are counterintuitive to what one would expect. This morning I would have been sideswiped again if I had not assumed that the driver in the other lane was going to cut me off because they did not know any better. I understand that the assessment is that speed is a variable, but in this case at 50, 30, or 10, the road doesn't make sense. I am receiving questions from citizens in the local communities and I have told them that concerns have been passed on. I do appreciate your assistance. Jim Jim F. Chadwell, Ed.D. Superintendent Eagle Mountain -Saginaw ISD 1600 Mustang Rock Road Fort Worth, Texas 76179 Executive Assistant Becky Nevins bnevins@ems-isd.net 817-232-0880, Ext. 2418 EAGLE MOUNTAIN i SAGINAW ISO From: Thompson, Lawrence <Lawrence.Thompson@fortworthtexas.jzov> Sent: Wednesday, July 31, 2024 2:09 PM To: Jimmie Chadwell <ichadwelI@ems-isd.net> Cc: Ayala, Alejandra <Aleiandra.Ayala@fortworthtexas.aov> Subject: RE: [EXTERNAL] RE: Construction on Cromwell -Marine Creek Hello Jim, have spoken with several internal staff about your email, and it appears City staff have been instructed to communicate with Mr. Dewayne Jones on your team. I was told Mr. Jones is up to speed on the current plans for this project. If needed, Mr. Jones can reach out to Mrs. Alejandra from the City of Fort Worth staff, as she is the point person managing this project. She is very responsive and provides excellent customer service. Please let me know if you have any questions or need anything else. Thanks, LT Lawrence Thompson Education Division City Manager's Office 817-392-6575 100 Fort Worth Trail, Fort Worth, Texas 76102 Lawrence.Thompson @fortworthtexas.izov The City of Fort Worth -Working together to build a strong community. -_ qmv. From: Jimmie Chadwell <ihadwell@ems-isd.net> Sent: Wednesday, July 31, 2024 12:24 PM To: Thompson, Lawrence <Lawrence.Thompson@fortworthtexas.jzov> Subject: RE: [EXTERNAL] RE: Construction on Cromwell -Marine Creek 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. Thank you Lawrence. I know this is not in your area directly, but expediency is important before there is an accident. have not reached out to Carlos, but can do so if needed. Jim From: Thompson, Lawrence <Lawrence.Thompson@fortworthtexas.jzov> Sent: Wednesday, July 31, 2024 11:05 AM To: Jimmie Chadwell <ihadwell@ems-isd.net> Subject: [EXTERNAL] RE: Construction on Cromwell -Marine Creek Hi Jim, just landed in the office after a couple of outside meetings this morning. I'm working on it and will get back to you today. Thanks, Lawrence Thompson Education Division City Manager's Office 817-392-6575 100 Fort Worth Trail, Fort Worth, Texas 76102 Lawrence.ThompsonCa)fortworthtexas.jzov The City of Fort Worth -Working together to build a strong community. From: Jimmie Chadwell <ichadwell(@ems-isd.net> Sent: Wednesday, July 31, 2024 7:58 AM To: Thompson, Lawrence <Lawrence.Thomoson(@fortworthtexas.eov> Cc: Jon Grady <iRradvC@ems-isd.net> Subject: Construction on Cromwell -Marine Creek 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. Lawrence, I would appreciate your assistance in an area in which we normally don't work together. Cromwell -Marine Creek is under the early stages of construction as part of a Fort Worth bond project. We are very thankful for this needed expansion, but there are a couple of issues in which immediate assistance is needed. The traffic diversion has created two incredibly unsafe situations: 1) Traveling west -bound right before Bob Hanger Road the west -traveling traffic is merged together and routed into an alternate route. This alternate route has a construction fence to the right, creating a blind spot. Normally, this would not be a problem, but the alternate route goes directly into the turning lane from the east -bound direction. There is not clear signage and a person unfamiliar with this area and under certain conditions like with the sun is low would easily drive directly into the west -bound traffic before seeing the diverted road to their right. Accidents here are just a matter of time. 2) As you travel east -bound in front of Parkview Elementary, there are two east -bound lanes. In the past the right lane would become a right only onto Chrystal Lake Drive and the left lane would carry forward on Cromwell - Marine Creek. With construction, changes have been made carrying BOTH lanes past Chyrstal Lake Drive and then merging 30+ yards past the intersection. However, the main issue is that the left and right lanes are diverted towards the south and curve together towards this merging. The left lane curves into what would normally be a turning lane to the left (south), aims towards a median, and then curves back to the right before merging with the right lane. The MAIN problem is that the right lane traffic doesn't always curve along with the left lane and will cut right into the left lane not realizing that the left lane is not a turning lane as it appears, but rather is carrying forward. I drive this route everyday and this morning I was in the left lane. If I had not assumed that the right lane traffic was going to cut in front of me they would have rammed right into me at 35+mph. I know both of these are a little confusing to describe, but I wanted to give a picture of the problem. I have copied Captain Jon Grady for the EMS ISD Police Department on this email. Could you refer him to the most appropriate person to get immediate actions before accidents occur? He was going to start with the construction crew, but they are probably just doing what they have been told to do. I really have not seen anything this bad in a long time. It defies logic that anyone would think this would work. Maybe on paper.... But not in real life. Thanks for your help. I really appreciate it. Jim Jim F. Chadwell, Ed.D. Superintendent Eagle Mountain -Saginaw ISD 1600 Mustang Rock Road Fort Worth, Texas 76179 Executive Assistant Becky Nevins bnevins@ems-isd.net 817-232-0880, Ext. 2418 EAGLE MOUNTAIN SAGINAW ISD This email originated outside of the Eagle Mountain Saginaw ISD email system. Please use caution before clicking any links or opening attachments. Contact the Eagle Mountain Saginaw ISD Help Desk if in doubt, at 817-847-2990. This email originated outside of the Eagle Mountain Saginaw ISD email system. Please use caution before clicking any links or opening attachments. Contact the Eagle Mountain Saginaw ISD Help Desk if in doubt, at 817-847-2990. 10 Change Order THM TRAFFIC HIGH AT IIIAINTEIIAIIGE, LLC • 1 I� GC/Owner: SUNDT CONSTRUCTION INC Job Name: FT WORTH CROMWELL MARINE CREEK RD Control #: Project #: Date: 08/30/2024 Job#: 23-K780-18-2 OWNER/GC CHANGE ORDER REQUEST WORK PERFORMED Estimator: Ashley Voelkel Office: (469) 523-0180 X 128 Email: ashlevvClthmtx.com Operations: Blane Pierson Office: (469) 523-0180 X 114 Email: blaneC>thmtx.com Item Description Unit Quantity Unit Price Ext Price 1 MOBILIZATION EA 1.000 $2,500.000 $2,500.00 2 WK ZN PAV MIRK THERMO (W)4"(SLD) LF 960.000 $ 1.250 $1,200.00 3 WK ZN PAV MIRK THERMO (Y)4"(SLD) LF 573.000 $ 1.250 $ 716.25 6 WK ZN PAV MIRK THERMO (W)4"(BRK) LF 44.000 $ 2.000 $ 88.00 7 WK ZN PAV MIRK THERMO (Y)4"(BRK) LF 40.000 $ 2.000 $ 80.00 20 LANE LEGEND ARROW EA 4.000 $ 260.000 $1,040.00 21 LANE LEGEND DBL ARROW EA 2.000 $ 500.000 $1,000.00 MIN DAILY ADDITIONAL TO MEET DAILY MINIMUM CHARGE LS 1.000 $1,725.750 $1,725.75 Change Order Total: $8,350.00 • Price quoted for change order purposes only. • All terms and conditions from original contract apply. • Quote must be signed and returned prior to work being performed. • This proposal may be withdrawn if not accepted within 30 days. • Prices quoted are pending compliance with credit terms and conditions. Signature Date Printed Name Company Name Page 1 of 1 FORT WORTH Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: Cromwell Marine Creek Road Widening Allowance Request #5 M&C: CPN: 101012 CSO: 59041 DOC#: Date: 11/14/2025 To: Name Department Initials 1 Joel Holcomb — Sundt Contractor - Signature jdholcomb(a�sundt.com JH 2. Filogonio Munoz — Bus. Sup. TPW — Initial �Iw 3. Alejandra Ayala TPW - Signature g041& ,a 4. Dennis Rodgers TPW — Signature 5. Raul Lopez TPW — Initial 6. Lissette Acevedo TPW — Initial o 7. Patricia Wadsack TPW — Initial 8. Lauren Prieur TPW — Initial xQ LP 9. Doug Black Legal - Initial � 10. Jesica McEachern CMO - Signature 000gias eiack CA 11. Jannette Goodall CSO - Signature 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 NEEDS TO BE NOTARIZED: ❑ Yes X No RUSH: ❑ Yes X No SAME DAY: ❑ Yes ❑ No NEXT DAY: ❑ Yes ❑ No ROUTING TO CSO: X Yes Action Required: ❑ As Requested ❑ For Your Information X Signature/Routing and or Recording ❑ Comment ❑ File ❑ No o Attach Signature, Initial and Notary Tabs FORT WORTH. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Sundt Construction, Inc. Subject of the Agreement: Construction Allowance No. 5 to CSC No. 59041, a Contract for the Cromwell Marine Creek Road Widening Improvements Project M&C Approved by the Council? * Yes ❑ No 8 If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No 8 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes 8 No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 8 If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: Expiration Date: If different from the approval date. If applicable. Is a 1295 Form required? * Yes ❑ No 8 *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 101012 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes 8 No ❑ Contracts need to be routed for CSO processing in the followin4 order: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.