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HomeMy WebLinkAboutContract 39132SUPPAGR.DOC 980220 Form Approved, AVP-Law SUPPLEMENTAL AGREEMENT NTF?ACT No Folder: 2401-10 Audit: 251109 THIS SUPPLEMENTAL AGREEMENT is made as of the 7th day of July, 20095 between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation, (hereinafter the "Licensor") and CITY OF FORT WORTH, TEXAS, a Texas municipal corporation, with a mailing address at 1000 Throckmorton Street , Fort Worth, Texas 76102 (hereinafter the "Licensee"). RECITALS: By instrument dated December 04, 2007, the parties hereto, or their predecessors in interest (if any), entered into an agreement (herein the "Basic Agreement"), identified as Audit No. 251109, covering encased sanitary sewer pipeline located at or near Fort Worth, Tarrant County, Texas. The parties now desire to modify the Basic Agreement by moving the location of tl?e pipeline. AGREEMENT: NOW, THEREFORE, IT IS AGREED by and between the parties hereto as follows: Article 1. SUBSTITUTION OF PRINT. The print dated July 07, 2009, attached hereto as Exhibit'A', shall be and hereby is substituted for the print dated December 03, 2007, attached to the Basic Agreement, and from and after the effective date herein whenever the term Pipeline is used in the Basic Agreement, or any amendment or supplement thereto (if any), such reference shall be deemed to refer to the Pipeline as shown on Exhibit 'A', hereto attached. I�� ��� 17►� 11►1L`11 Y:7r Y \iI D!: /:�U 17 /I1►[K�1 C /�:7li D� Upon execution and delivery of this Supplemental Agreement, the Licensee shall pay to the Licensor an administrative handling charge of One Thousand DOLLARS ($1,000.00). Article 3. EFFECTIVE DATE. This Supplemental Agreement shall be effective as of July 07, 2009. CITY SECRETARY �I rvoRThi, TIC Article 4. AGREEMENT SUPPLEMENT. Nothing in this Supplemental Agreement shall be construed as amending or modifying the Basic Agreement unless specifically provided herein. IN WITNESS WHEREOF, the parties have executed this Supplemental Agreement as of the day and year first written. UNION PACIFIC RAILROAD COMPANY Bye Manager CITY OF FORT WORTH, TEXAS I� Name Printed: �e�rlartdo Costa Title: Asst C& Manatees �a� Secr�iary Cont Authorii,aatiou 191 l t� to PLACE ARROW INDICATING NORTH DIRECTION RELATIVE TO CROSSING C�I E.IP i QQ As � P Q� N C �v� me h y G O h O� - TO O� w (NEAREST R.R. TOWN) V, 2 ham, V� 4=hZ h ciO�,h'Z'h� h (vP Y4 3 FORM DR-0404-B REV. 5- I5-98 YIIILry�,', II`�VyI �qj/�• //♦y�\ ���LFry�I' I�VyI I(`�VyI 1�1L�,y'�II1I/ //♦y�\ ��Y/(�� �I(E��/T1I11� �II1Evvww.0 prr.com 1Ld6 \ V1J SED 6 O I=O JL AL'LLl'11ABLE NOTE: ALL AVAILABLE DIMENSIONS MUST BE S C A L E FILLED IN TO PROCESS THIS APPLICATION. _ —9 � � RR' S R/W FT.FT. 5_2—OFT. _ FT. N (SEE NOTE 3 8 5) (SEE NOTE 3 8 5) 5 FT. a 5 co= (4 p ° 0 0 (ANGLE OF CROSSING) TO �C MAIN TRACK a I _. (NEAREST R.R. (DESCRIBE XEO OBJECT) (SEE NOTE 6) I DISTANCE ALONG TRACK FROM SECTION LINE CROSSING) FT. (NOTE: THIS DIMENSION REQUIRED IN ALL CASES. AT LOCATIONS NOT USING SECTIONS, DISTANCE �f TO A LEGAL SURVEY LINE IS REQUIRED) �! FT. 31. S FT. °' I MIN. DIST rc1 (See Noie 2) I FT. EAL CASING �IG 1F T. ( 20 FT. MAX. ) { CASING P (DESCR(]SE EF NOTD S; JECT) f FT. me To m mm �T. 31 GROUND SURFACE EI (See Not© 4) (3 FTy MJ \) CARRIER PIPE I � 2 0 IS FT.-- I jf�� 5 Fr. 1 FT. I< 07 �VFT SEAL CASING I(DO FT. I (DO FT. NOTES : (CASING LENGTH WHEN MEASURED ALONG PIPELINE.) 1) ALL HORIZONTAL DISTANCES TO BE MEASURED AT RIGHT ANGLES FROM 4. OF TRACK. 21 CASING TO EXTEND BEYOND THE Q. OF TRACK AT RIGHT ANGLES THE GREATER OF 20 + 20 FT., OR 30 FT.1 AND BEYOND LIMIT OF RAILROAD RIGHT-OF-WAY IF NECESSARY TO PROVIDE PROPER LENGTH OUTSIDE OF TRACK. 3) MINIMUM OF 50' FROM THE END OF ANY RAILROAD BRIDGE• Q OF ANY CULVERT, OR FROM ANY SWITCHING AREA. 4) SIGNAL REPRESENTATIVE MUST BE PRESENT DURING INSTALLATION IF RAILROAD SIGNALS ARE IN THE VICINITY OF CROSSING. 5) ALLOWABLE FIXED OBJECTS INCLUDE: BACKWALLS OF BRIDGES) Q OF ROAD CROSSINGS B OVERHEAD VIADUCTS (GIVE ROAD NAME), OR CULVERTS. 6) CASING AND CARRIER PIPE MUST BE PLACED A MINIMUM OF 2 FEET BELOW THE EXISTING FIBER OPTIC CABLE. ANY EXCAVATION REQUIRED WITHIN A) IS PIPELINE CROSSING WITHIN DEDICATED STREET ?.YES; �NO; B) [F YES NAME OF STREET D) D[STRIBUTION LINE L� OR TRANSMISSION LINE C) CARRIER PIPE c COMMODITY TO BE CONVEYED S�ru+0X 5e�e"r OPERATING PRESSURE — PSI I. L WALL THICKNESS 0.S D AI METER 12%@!5 MATERIAL ; El CASING PIPE : (• �` WALL THICKNESS 0•J7S ;DIAMETER 2� ;MATERIAL rail Lee NOTE :CASING MUST HAVE 2" CLEARANCE BETWEEN GREATEST OUTSIDE DIAMETER OF CARRIER PIPE AND INTERIOR DIAMETER OF CASING PIPE. WHEN FURNISHING DIMENSIONS, GIVE OUTSIDE OF CARRIER PIPE AND INSIDE OF CASING PIPE, F) METHOD 0� INSTALLING CASING PIPE UNDER TRACK(S): DRY BORE AND JACK (WET BORE NOT PERMITTED) ; TUNNEL ; OTHER G) WILL CONSTRUCTION BE BY AN OUTSIDE CONTRACTOR? YES; N0; H) DISTANCE FROM CENTER LINE OF TRACK TO NEAR FACE OF BORING AND JACKING PITS WHEN MEASURED AT RIGHT ANGLES TO TRACK 1) APPLICANT HAS CONTACTED 1-800— 336— 9 1 93, (30' MIN,) U. P. COMMUNICA3-[ON DEPARTMENT, AND HAS DETERMINED FIBER OPTIC CABLE ✓ DOES ; DOES NOT ; EXIST ]N VICINITY OF WORK TO BE PERFORMED TICKET NO. 200605 Z Ol'Z STEEL CASING WALL THICKNESS CHART MINIMUM DIAMETER OF THICKNESS CASING PIPE .2500" 1/4" 12" OR LESS .3125" 5/16" OVER 12"-18" 3750" 3/8" OVER 18"-22" 4375" 7/16" OVER 22"-28" 5000" 1/2" OVER 28"-3411 5625" 9/16" OVER 34"-42" .6250" 5/8" OVER 42"-48" OVER 48" MUST BE APPROVED BY R. R. CO. NOTE: THIS CHART IS ONLY FOR SMOOTH STEEL CASING PIPES WITH MINIMUM YIELD STRENGTH OF 35,000 PSI. FORMULA TO FIGURE CASING LENGTH WITH ANGLE OF CROSSING OTHER THAN 90° Bz B MIN. DIST. (NOTE 2) EXHIBIT jj oifa 99�99 lli 11�F01LR 1RAl1.LJR0�A 0llUSJLE ONLY) UNION PAC.'I F11 I C RAILROAD CO. M° P 14 1.d'1 E° S° Sgyi 4 bq'� ENCASED St9t~. Sew9w CROSS I NG AT Fto t avt%n OfikV✓6stt TX (NEAREST CITY) ICOINTY)Y ISTATE) C �7 I (APPLICANT) w0vt t RR FILE NO.ZyO1—I0 DATE7•I"01 W A R N I N G 1N ALL OCCASIONS, U. P. COMMUNICATIONS DEPARTMENT MUST BE CONTACTED IN ADVANCE OF ANY WORK TO DETERMINE EXISTENCE AND LOCATION OF FIBER OPTIC CABLE. PHONE : 1-800-336-9193