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Home My WebLink AboutContract 63472Docusign Envelope ID: 69A67DE5-4F28-4CC5-90E6-FD4140819E75 CSC No. 63472 �TMOS energy June 5, 2025 City of Fort Worth Jesica McEachern 200 Texas Street Fort Worth, TX 76102 Re: Northside I II — Phase 11154 inch Water Transmission Main City of Fort Worth CPN#104940-3 Dear Jesica McEachern: It is Atmos Energy Corporation's (Atmos Energy) understanding that the City of Fort Worth Water Department is proposing to install a water line crossing for the purpose of transmission use per plans provided by Kimley Horn for the City of Fort Worth. The project's utility crossing will cross Atmos Energy's 10" steel Transmission gas line and existing easement as shown in the attached drawings and included exhibits. Atmos Energy has determined that the construction of the 54" water main line in 78" steel casing will not present a significant conflict given a minimum clearance of 9.8' is achieved based on the given design criteria/information. Atmos Energy will not object to the construction of the proposed utility crossing project, provided that the following additional criteria are followed: Please contact Texas 811 for line locates 72 hours prior to excavation. A representative with the Atmos Energy Damage Prevention team will then contact you to schedule an onsite meeting in advance of excavation activities within the vicinity of Atmos Energy facilities. Atmos Energy's facilities have been determined to currently be approximately 5' (feet) deep with respect to existing grade for the 10" steel gas Transmission line and 2' (feet) deep with respect to existing grade for the 18" steel gas Transmission line at the proposed water line crossing with a vertical clearance of at least 9.8' according to plans provided. No additional cover will be allowed to be removed. The minimum clearance of 9.8' will be maintained during the utility crossing of the gas line during construction. If sinking of construction equipment begins due to wet weather or compaction, then all work over the pipeline location will cease until it can be worked without sinkage to avoid damage to the pipelines and maintain depths of cover stated above. During construction and final finished depths of cover will not be less than 5' of soil over the pipeline. An Atmos Energy Representative must be on site during any excavation over the pipeline. • Once Atmos' pipe is visually identified through the potholing referenced above, mechanized excavation may be utilized up to 3 feet of any direction of the circumference of the pipe. • Within 3 feet of any direction of the circumference of the pipe, any excavation must be done by vacuum excavation or hand digging. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Docusign Envelope ID: 69A67DE5-4F28-4CC5-90E6-FD4140819E75 City of Fort Worth continued • At no time may cover be removed from the easement or right-of-way or over the pipeline other than what has already been approved without the prior written approval of Atmos Energy. • Atmos Energy's line will be protected from washing and erosion during construction and/or repairs. • Equipment, materials, or excess dirt will not be stored on top of the pipeline during construction without the prior written approval of Atmos Energy. • Notification to Atmos must be made prior to crossing our pipelines with construction equipment to allow time for load calculations to be performed. The curb weight and type of equipment will be required to perform calculations. Load isolation structures may be required at the requestor's expense. • Atmos Energy will not be responsible for damage to any allowed encroachments. • Atmos Energy reserves the right for future uses of this easement (if an easement exists), including but not limited to, ingress and egress, reconstructing, removing, relocating, maintaining, operating, etc., of any of its facilities. • Impact/conflict analysis was based on and is limited to any drawings and documents submitted to Atmos Energy, as referenced above AND changes in scope of work contained in these drawings must be resubmitted for re -review and approval. • If construction equipment is to cross any Atmos Energy pipeline, the City of Fort Worth, or contractor equivalent, shall submit a list of equipment (with weights) to Atmos Energy personnel for weight distribution loading review prior to construction. Docusign Envelope ID: 69A67DE5-4F28-4CC5-90E6-FD4140819E75 City of Fort Worth continued Please: 1. Sign and fill out the information below which signifies that you agree to the terms of this letter. 2. Return this signed scanned document to Betty. Daugherty@atmosenergy.com prior to your construction. For further assistance please call Talon Tucker at 469-841-2598. Sincerely, DocuSigned by: E230BAC95AE9450... Saul Balcazar Engineering Manager Atmos Energy Corporation 901 Altamesa Blvd signature: � Fort Worth, TX 76134 Name: Jesica McEachern cc: Talon Tucker Betty Daugherty Company: City of Fort Worth Title: Assistant City Manager Date: 06/18/2025 EXISTING I6" WATER LINE a '(EXISTING 35' GAS EASEMENT INST.Ao.0zD3oozlsa °\, cEXISTNG 16" GAS LINE BY ENLINK `MIDSTREAM SERVICES. LLC _ -'MIDSTREAM SERVICES. LLC EXISTING FENCE \\ SEE NOTE 4 -25'X20' \ORE PIT / <NORTHSIDE III 54" WATERS-20'x20' TRANSMISSIONONE MAIN PHASE 2THy(SEEN NOTE'IT 0+00 (BY OERS) : BEGIN 54" WATER LINE / (SEPARATE CONTRACT - / CPN 104940-2, 8274) INSTALL (1) FLANGE CONNECTION W/ Pa IB-ON FLANGE ASSEMBLY RE: D146/16 / ^ SEE NOTE 3 ) N: 7021923.]4 E.230195J.92 STA: 0+13 F� END 54" WATER CARRIER\ / PIPE IN 78" STEB_ CASING,\\ OR 78" TUNNEL LINER PLATE \ \ BY OTHER THAN OPEN CUT'\\\\ RE: D106M D107M D108M D109M 17�\ STA: D+81 I BEGIN 54" WATER CARRIER 4 EL� ¢ PIPE IN JB" STEEL CASING i BY OTHER THAN OPEN CUT RE- ODBM, D1D7M, ODBM, D109M/17 N. 7021980.52 E:2302015.67 STA: D+B9 68 INSTALL: ¢ () ROLLED 4].10' ROD BEND e I 1 Ni = 44.97' RT I''I NV = 15.J8' UP E:23D 986.61 E:2302021 BJ PROPOSED 45' / ¢ TEMPORARY CONSTRUCTION • II EASEMENT ¢ / -PROPOSED lGI I E:2301987.19�'.� STA' 1+40 INSTALL (1) 12" DUAL AIR REIN=ASE VALVE W/ EXISTING 1O" GAS AND PROTECTIVE FRAME \ 1 LINE BY ATIM RE: 2/20 \ \ EXISTING 1B" ABANDONED �� q N:]021 72.18 GAS LINE BY A1M05 /y NOR E: 23020]2.18 r - JOINT RESTRAINT LENGTH (A, C303): 845 / LfD SEEDIP^) D EN B BACK-1�J E 1, D Dl Y 1, U75, (.) "Vl A EXISTING 16" 1 � LJ E STING 10 - -ENLINK G85 LINE -ATM( CAS LINE 840 (T/P = 835.69') (ELECTRONIC A 1 30RE 0'1 i DEP1H. 83].34') O EXISTING LINE 30RE IT 1 ENLINCT�pK GAS LINE \I _ BORE PIT 835 I I I 830-•2o'X2D' BORE PIT I I I I I 825 IF 9 I 820 I — ?C + PRROBED NORTHSIDE III - PHASE II C200 54" WATER i 815 TRANSMISSION fJ a MAIIM BY - OTHERS. —[ - X-28274) / 810 Ilk 2020 805 al 1 I — _-�> d r OFF fa. 801 �ma . Ni3Emxcl Nlm3%II" x O+Oo 1+00 z 2+00 EXISTING 16' GAS EASEMENT INST No.Dz03ooz1 sa TN' MARD" AIWT�A` TOR su"B END 54" WATER CARRIER Irvs rvoaooeauo oo PIPE IN 75" STEEL CASING OR 78" TUNNEL LINER PLATE BY OTHER THAN OPEN CUT RE: D106M. D10JM, D108M, D109M/17 N: 7021985.48 / E'230215418 M STA. 2+71 q \\% _\ SFFHCAA'F PIPENIN 78WATER STEELCARRIERCASING OR 7E' TUNNEL LINER PLATES�/yFFr3Tq BY OTHER THAN OPEN CUT / / ••/I/fir J0 Op RE: 3106M, D107M, D10BM, D109M/17 N:]0219851] E. 2302203.15 / 12,51 STA. 2+90.14 / INSTALL: (1) 47.76' HORIZ. NH = 4J.J6' LT N: ]02198532 BEND PROPOSED 20' / (/ TEMPORARY E.2302222.33 / CONSTRUCTION EASEMENT PROPOSED T / / -------- PERMANENT / EASEMENT A / / I / _---_---_--- I / 4+00, ��C\ / J STA: 9 A,-. INSTALL \ (1) 23 B4- HORIZ BEND N3 = 23 B4' RT \ E.2302305.6' TIDE III 54-INCH WATER MAIN STA 01 TO STA. 6+10 Sq �7 2 / / N15 PROPOSEDIt LSI OF 54—INpi WATER TRANSMISSION PAIN A STA: 4+91.40 INSTALL /45.02' BEND AH Ni = 45.02' LT LT / N:7D22115.11 / E:230�369.3J TA: 4+81.62 INSTALL: / AH 45.00' 'LT BEND )SET Ni _ 45.5.9 LT MAIN N: J022105.94 MAIN E:2}02385 94 LEGEND NOTES NNRE BONDS RANCH ROAD PAVING (BY OTHERS) 1. ALL REFERENCED DETAILS SHOULD BE CITY OF FORT WORTH STANDARD DETAILS UNLESS NOTED OTHERWISE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHETHER PUBLIC OR PRIVATE PRIOR TO EXCAVATOR. THE INFORMATION AND DATA SHOWN WITH RESPECT TO MAP # 2024-460 EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR RENEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, AND FOR ME MAP N 2024-456 SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK THE COST OF ALL WILL HAVE BEEN CONSIDERED AS HAVING BEEN INCLUDED IN ME CONTRACT PRICE ME CONTRACTOR SHALL NOTIFY ANY SHEET NOTES: 1. CONTRACTOR SHALL REPAIR EXISTING DITCH AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 45 HOURS PRIOR TO CONSTRUCTION. WARNING ALONG BONDS RANCH ROAD TO EXISTING CONDITIONS. THE COST OF REPAIRS SHALL BE THE LOCATION AND DIMENSIONS 0- E%STING L-I ITIES SHOWN ON THE PLANS ARE APPROXIMATE AND W RE OBTAINED FROM LTLITY CONSIDERED SUBSIDIARY TO THE COST OF THE PROJECT. 2. SHALL CENTER GAS LINES ON A COMPANY RECORDS. IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO VERIFY LOCATION. DEPTH AND DIMENSION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION SCONTRAEGMENT 0 SEGMENT OF PIPE. PIPE JOINTS SHALL NOT BE PLACED UNDER GAS CROSSINGS 3. FOR THE CONNECTION TIT NGONTRDE III, WARNING. LNDERGROUND UTILITIES IN ME AREA OF CONSTRUCTION. CONTACT THE FOLLOWING OFFICES AT LEAST 48 HOURS PRIOR TO PHASE II AI WATER MAIN, THE CONTRACTOR EXCAVATION AT THIS LOCATION TA SHALL INSTALL TEMPORARY BLIND FLANGE. TEST WATER LINE. REMOVE THE EXISTING BIGMSS(800) 344-83]] TUCKER NICKER TALON A11J05 CAS ((469))) 841-2598 BOND FLANGE, AND CONNECT WITH A FRIGHT ENUNA MIDSTREAM (337) 25]-3223 LAT FLANGE CONNECTION WITH FLANGE ISOLATION ASSEMBLY AND INSTALL ISOLATION JOINT TEST JAMESNICHOLAS NAMES KAPKA ENERGY TRANSFER ((817)) 240-0506 CHAD EAD ONCOR 817 215-6288 ( ) STATION X (SEE SHEET CITY OF FORT WORTH WATER DEPARTMENT (Bi J) B]i-6296 F FOR AIR 4. CONTRACTOR SHALL REPAIR OR REPLACE EXISTING BARBED WIRE FENCE TO EXISTING BENCHMARKS CONDITIONS. 5. CONTRACTOR SHALL MAINTAIN A MINIMUM By- CLEARANCE OF 5' FROM THE PROPOSED BORE PIT TO THE EXISTING 16" WATER DNE ALONG BONGS RANCH ROAD. AN %-CUT WAS SET IN THE VDWESTSIDEALSO ROW AND THE EDGE OF ALSO BEING GIN SOUTHEAST FROM PAVME GMENTET LI N SAGINAW' BOX ME CENTERLINE OF A J'X2' BOX CULVERT BEGINNING AT THE INTERSECTION OF BONDS RANCH RD AND N SAGINAW BLED, I NORTHWEST APPROXIMATELY 968' ALONG THE CENTER LINE OF N. SAGINAW RD AT A RIGHT ANGLE FROM THE CENTER LINE. GO SOUTHWEST APPROXIMATELY 24' FROM THE CENTERLINE TO AN — - - X-CIT Jr+ EXISTING 18" ABANDONED 8� am"a ATMOS GAS LINE �qFlJ AN X-CUT WAS SET ON THE WESTSIDE R.0 W AND THE EDGE OF U1Jf6 PAVEMENT OF N SAGINAW BLVD ALSO BEING 17' NORTHWEST FROM __ THE CENTERLINE OF A 3'X2' BOX CULVERT BEGINNING AT THE �r F `_ -INTERSECTION OF BONDS RANCH RD AND N. SAGINAW BLVD, GO _NORTHWEST APPROXIMATELY 2060' ALONG THE CENTER LLNE OF N. ISTING - SAGINAW BLVD Ai A RIGHT ANGLE FROM ME CENTER THE, GO OUND 840 SOUTHWEST APPROXIMATELY 20' FROM THE CENTERLINE TO AN RROPOSED 24" X-CUT. I �NSIV WATER LINE SHEET LD7�F:. %.-25'x20'(SEE P / BORE PIT I '+IEETS)RT 1 RESTRAINED PIPE LENGTH SHOWN IS �AZ55/8 IRON ROD WITH CAP STAMPED "TAP RANDOM" SET ON THE P F F� f�'00 ' APPROXIMATE AND BASED ON C303 NORTHWEST SIDE OF THE INTERSECTION BETWEEN PEDEN RD AND BAR WRAPPED CONCRETE CYLINDER ROSINESS HIGHWAY 287. APPROXIMATELY 429' SW OF A LLGHi PIPE FOR BIDDING PURPOSES. 835 POLE ON THE NORTHWEST SIDE OF SAD INTERSECTON. CONTRACTOR SHALL SUBMIT CALCULATIONS FOR RESTRAINT LENGTHS REQUIRED BASED ON ACTUAL VALUES FOR SELECTED PIPE WITH SHOP DRAWINGS. _ 830 I_ 825 820 I_ I_ _ 615 I_ I_ I_ I_ 810 I_ F 805 +� o — m _ Sol H m 4+00 5+00 6+00 7+00 vROFI_e 4so; AH E: 0 _ AD 80 120 P [ SCALE1" = 40' Dp E pY a REV. COMMENTS BY DATE I I I I 11yyy\yyy�� I CITY OF FORT WORTH, TEXAS WATER DEPARTMENT PART 2: NORTHSIDE III - PHASE III 544NCH WATER TRANSMISSION MAIN PROPOSED 54-INCH WATER MAIN STA. 0+00 - 7+00 Kimlex»)Horn ml a."r sI. uW x aMM un Tx lrroa finaae-een DESIGN: SOW DATE SCALE PROJECT NO. SHEET DRAWN RAS MAY 1"=4D'H CITY PROJECT CHECKED: JRT 2025 1"-4'V MI04940-3 Letter of No Objection PROJECT NAME: Northside III - Phase II 54 Inch. (CPN: 104940-2) ADDITIONAL ROUTING SIGNATURES CITY OF FORT WORTH CONTRACT COMPLIANCE MANAGER: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. By: �� a.2t /)C Preeti KC, P.E. Sr. Project Manager Email: Preeti.KC@fortworthtexas.gov APPROVAL RECOMMENDED: By: Christopher H rder (Jun 13, 2025 13:09 CDT) Chris Harder, P.E., Director Water Department Email: Chris.Harder@fortworthtexas.gov CONTRACT AUTHORIZATION M&C: N/A Date Approved: N/A APPROVED AS TO FORM AND LEGALITY: By: Douglas Black (Jun 13, 202517:53 CDT) Douglas W. Black Senior Assistant City Attorney Email: Douglas.Black@fortworthtexas.gov FORM 1295: N/A ATTEST AS TO CITY MANAGER SIGNATURE: Fopr.yd°aa By. ems°° 0 Jannette Goodall City Secretary a,°°aaa5a Email: Jannette.Goodall@fortworthtexas.gov OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX