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R2005-0079 05-09-05 RESOLUTION NO. R2005-79 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO ENTER INTO A CONTRACT WITH EQUISTAR CHEMICALS, LP., FOR THE RELOCATION OF A GAS TRANSMISSION LINE ASSOCIATED WITH THE WIDENING OF DIXIE FARM ROAD. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain Contract by and between the City of Pearland and Equistar Chemicals LP., a copy of which is attached hereto as Exhibit "A" and made a part hereof for all purposes, is hereby authorized and approved. Section 2. That the City Manager or his designee is hereby authorized to execute and the City Secretary to attest the original of the attached contract for and on behalf of the City of Pearland. PASSED, APPROVED and ADOPTED this the 9th day of May , A.D., 2005. TOM REID MAYOR ATTEST: /~ITY S~I~RETARY// APPROVED AS TO FORM: DA~RIN M. COKER CITY ATTORNEY Exhibit "A" Resolution No. R2005-79 STANDARD UTILITY AGREEMENT ACTUAL COST - LOCAL GOVERNMENT U-Number: Project No.: Highway Project Letting Date: This Agreement by the City of Pearland, Texas, acting by and through its duly authorized official, ("Local Government"), and EQUISTAR CHEMICALS, LP, acting by and through its duly authorized representative, ("Owner"), shall be effective on the date of approval and execution by and on behalf of the State. WHEREAS, the Local Government has determined that it is necessary to make certain highway improvements in its road system; WHEREAS, these proposed highway improvements will necessitate the adjustment, removal, and/or relocation of certain facilities of Owner as indicated in the statement of work attached as Exhibit "A" hereto and such work is shown in more detail in Owner's plans, specifications and costs (estimated at $2,245,635.00), which are attached hereto as Exhibit "B", which are prepared in form and manner required by 23 CFR 645, Subpart A, and amendments thereto; and WHEREAS, the State of Texas and the Local Government have previous to this date entered into an agreement to accept responsibility for the adjustment, removal, or relocation of certain utility facilities required by highway improvements on the hereinabove designated project. WHEREAS, the Owner, has provided sufficient legal authority to the Local Government to establish an interest in properties affected by the abovementioned highway improvements. NOW, THEREFORE, in consideration of the covenants and agreements herein contained, the parties mutually agree as follows: The Owner has determined that the method to be used in developing the adjustment or relocation costs shall be as specified for the method checked and described hereinafter: [] (1) Actual direct and related indirect costs accumulated in accordance with a work order accounting procedure prescribed by the applicable Federal or State regulatory body. 2) Actual direct and related indirect costs accumulated in accordance with an established accounting procedure developed by the Owner and approved by the Local Government. The Local Government will, upon receipt of a monthly invoice prepared in the form and manner prescribed by Local Government, make payment in the amount of said invoice no later than forty-five (45) days after receipt of Owner's monthly invoice. The Local Government has agreed to reimburse Owner in percentages set forth in that certain letter agreement dated September 15, 2004, said letter is attached hereto as Exhibit "C". In the event there is a substantial change for the statement of work contained in Exhibit "A", reimbursement is limited to the amount approved pursuant to this agreement and its attached exhibits unless written approval is obtained from the Local Government. All changes shall be documented on the Owner's "as-built" plans supplied to the Local Government. Upon execution of this agreement by all parties, the Local Government will, by written notice, authorize the Owner to proceed with the necessary adjustment or relocation, and the Owner agrees to prosecute such work Form ROW-U-43B Rev. 1/2004 Page 2 of 6 diligently in accordance with the Owner's plans. Should Owner by its sole actions cause interference or delay resulting in the imposition of damages upon the Local Government by a third party, Owner agrees to be responsible for said damages only if it is determined that Owner was solely responsible for the delay. Such authorization to proceed shall constitute notice on the part of the Local Government that the relocation has been included in an approved program as an item of right of way acquisition, that a project agreement which includes the work has or will be executed, and that the utility relocation or adjustment will be required by the final approved project agreement and plans. The Owner, by execution of this agreement, does not waive any rights to which Owner may legally have within the limits of the law. This agreement is subject to cancellation by the Local Government at any time up to the date that work under this agreement has been authorized. Such cancellation will not create any liability on for the Local Government, except that Local Government agrees to reimburse Owner for all work performed by Owner or on its behalf prior to cancellation by Local Government and to reimburse Owner for all materials and related charges Owner has incurred. It is also expressly understood that the Owner conducts the adjustment, removal, or relocation at its own risk, and that the Owner agrees to indemnify and hold the Local Government harmless for damage to Owner's existing facilities caused by the Owner's conduct. The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the party represented. THE LOCAL GOVERNMENT: City of Pearland/A.D By: ~//~_~- ~]c''~ ' Bi~l'l - Ei sen Title: City Mana.qer Date: May 9, 2005 OWNER: Equistar Chemicals, I~P N2e(~e~/ey L?nemmer Title: Vice President, Pipeline Form ROW-U-43B Rev. 1/2004 Page 3 of 6 Exhibit "A" Statement of Work and Estimate of Costs PIPELINE FACILITY ADJUSTMENTS As a result of the Dixie Farm Road Widening project, adjustments will be required to Equistar Chemicals, LP (Equistar) pipeline facilities in the City of Pearland to resolve conflicts between the wider road and the existing pipelines. The following scope describes the work required for each pipeline and provides estimates for the costs associated with each adjustment: · 6" Cross Country Pipeline Road Crossing (bore) 8" Cross Country Pipeline Road Crossing (bore) 6" Cross Country Pipeline Valve Relocation 8" Cross Country Pipeline Valve Relocation 6" Cross Country Pipeline Re-Rome (with two road bores) 8" Cross Country Pipeline Re-Route (with two road bores) 6" Cross Country Pipeline Casing Extension 8" Cross Country Pipeline Casing Extension Total costs for adjustments to each pipeline are as follows: · 6" Cross Country Pipeline · 8" Cross Country Pipeline $1,232,630 $1,193,005 SCOPE OF WORK Site 1: Equistar's Cross Country System 6" and 8" pipelines cross Dixie Farm Road approximately 3,790 feet east of Highway 35 at Live Oak Lane. Due to conflict with the new underground storm sewer, the existing pipeline sections across the road will be de-commissioned, cleared, cut, grouted and abandoned in place and new pipeline sections will be installed across the road by conventional boring methods. Estimated costs for this adjustment are as follows: · 6" pipeline road crossing (bore) $251,167 · 8" pipeline road crossing (bore) $238,089 Site 2: Form ROW-U-43B Rev. 1/2004 Page 4 of 6 Equistar's Cross Country System "Pearland Valve Site" is located on the north shoulder of Dixie Farm Road (DFR) approximately 1,650 feet west of the intersection of DFR and FM 518. The valve site is comprised of two above ground motor operated valves (6-inch and 8-inch) with above ground piping and appurtenances as well as a building housing controls, power and communications. Because of the close proximity of the widened section of DFR, the 6-inch and 8-inch pipelines and associated valves at this site will be relocated approximately 50 feet north of their current position to the north side of the control building. Approximately 150 feet of each pipeline will be re-routed. Total estimated costs for this adjustment are as follows: · 6" pipeline valve relocation $ 357,335 · 8" pipeline valve relocation $ 344,260 Site 3: Equistar's Cross Country System 6" and 8" pipelines currently run east on the north shoulder of Dixie Farm Road (DFR) for a distance of approximately 1,400 feet from the Pearland Valve site (Site 2) to the intersection of FM 518. Due to the commercial congestion of the intersection, the pipelines must be relocated to resolve the conflict with the new road. The existing pipelines will be de-commissioned; cleared, and cut, and the crossing of the intersection of DFR and FM 518 will be grouted and abandoned in place. A new pipeline crossing of DFR will be bored at a location approximately 630 feet west of the road intersection. From this location the pipelines will be re-routed in a new easement south of DFR for approximately 1000 feet. The pipelines will intersect an existing pipeline easement and then parallel the easement in an easterly direction for approximately another 1000 feet. The pipelines will then make a bend and cross under 3 existing ConocoPhillips pipelines and FM 518. The new pipeline crossings of DFR and FM 518 will be installed using conventional road bore methods. Total estimated costs for this adjustment are as follows: · 6"pipeline re-route $ 538,716 · 8" pipeline re-route $ 525,244 Site 4: Equistar's Cross Country System 6" and 8" pipelines cross Dixie Farm Road (DFR) approximately 470 feet west of the bridge on DFR over Clear Creek. Since both pipelines are cased at this location, the casing on each pipeline will have to be extended on both sides of the road to the new proposed highway right-of-way boundaries. Estimated costs for this adjustment are as follows: · 6" pipeline casing extension $ 85,412 · 8" pipeline casing extension $ 85,412 Form ROW-U-43B Rev. 1/2004 Page 5 of 6 Exhibit "B" Owner's Plans, Specification, and Costs See attached drawings. UTILITY JOINT USE AGREEMENT REIMBURSABLE UTILITY ADJUSTMENT Project No.: WHEREAS, the City of Pearland, ("City"), proposes to make certain highway improvements on that section of the above- indicated highway; and WHEREAS, the Equistar Chemicals, LP, ("Owner"), proposes to adjust or relocate certain of its facilities, if applicable, and retain title to any property rights it may have on, along or across, and within or over such limits of the highway right of way as indicated by the location map attached hereto. NOW, THEREFORE, in consideration of the covenants and agreements herein contained, the parties mutually agree as follows: It is agreed that joint usage for both highway and utility purposes will be made of the area within the highway right of way limits as such area is defined and to the extent indicated on the aforementioned plans or sketches. Nothing in this agreement shall serve to modify or extinguish any interest vested in Owner in the event the current facilities are ,retained, altered, modified, added to, or constructed on additional facilities presently located within the above described area. This interest is retained provided that if existing facilities are to be altered or modified, or new facilities constructed within said area, the Owner agrees to notify City at least 30 days prior to the beginning of construction, and to furnish necessary plans showing location, type of construction and methods to be used for protection of traffic. If, in the opinion of City, such alteration, modification or new construction is in conflict with the current highway or planned future highway improvements could endanger the traveling public using said highway, or be contrary to the recitals as set out above, City shall have the right to prescribe such regulations as deemed necessary to rectify the problem. These regulations shall not, however, extend to the requiring of the placement of intended overhead lines underground or the routing of any lines outside of the area of joint usage above described. If Owner's facilities are located along a controlled access highway, Owner agrees that ingress and egress for servicing its facilities will be limited to frontage roads where provided, nearby or adjacent public roads and streets, or trails along or near the highway right of way lines which only connect to an intersecting road. Entry may be made to the outer portion of the highway right of way from any one or all access points. Where supports, manholes or other appurtenances of the Owner's facilities are located in medians or interchange areas, access from the through-traffic roadways or ramps will be allowed by permit issued by the State to the Owner setting forth the conditions for policing and other controls to protect highway users. In an emergency situation, if the means of access or service operations as herein provided will not permit emergency repairs as required for the safety and welfare of the public, the Owner shall have a temporary right of access to and from the through- traffic roadways and ramps as necessary to accomplish the required repairs, provided City is notified immediately when such repairs are initiated and adequate provision is made by Owner for the convenience and safety of highway traffic. Except as expressly provided herein, the Owner's rights of access to the through-traffic roadways and/or ramps shall be subject to the same rules and regulations as apply to the general public. If Owner's facilities are located along a non-controlled access highway, the Owner's rights of ingress and egress to the through-traffic roadways and/or ramps are subject to the same rules and regulations as apply to the general public. Participation in actual costs incurred by the Owner for any future adjustment, removal or relocation of utility facilities required by highway construction shall be in accordance with applicable laws of the State of Texas. If applicable, Owner will, by written notice, advise the City of the beginning and completion dates of the adjustment, removal, or relocation, and, thereafter, agrees to prosecute such work diligently, and to conclude said adjustment, removal, or Form ROW-U-JUAA 9/2003 Page 2 of 2 relocation by the stated completion date. At the completion of the adjustment, removal, or relocation, the Owner will deliver a set of "as-built" plans to the City. The Owner and the City, by execution of this agreement, do not waive or relinquish any right that they may have under the law. The State Auditor may conduct an audit or investigation of any entity receiving funds from the State directly under this contract or indirectly through a subcontract under this contract. Acceptance of funds directly under this contract or indirectly through a subcontract under this contract acts as acceptance of the authority of the State Auditor, under the direction of the Legislative Audit Committee, to conduct an audit or investigation in connection with those funds. It is expressly understood that the Owner conducts the adjustment, removal, and/or relocation at its own risk, and that the Owner agrees to indemnify and hold the City harmless for damage to Owner's existing facilities caused by the Owner's conduct. The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the party represented. IN WITNESS WHEREOF, the parties hereto have affixed their signatures. Owner: EQU!STAR CHEMJ)CALS, LP ~ / ~u~h°~i~d Signatui City: By:_ Pearland Bi 11 Ei sen Title: City Manager Date: Date: May 9, 2005 Exhibit "C" Letter Agreement between City of Pearland and Equistar Chemicals, LP September 15, 2004 Albert J. Dudash, Jr. Equistar Pipeline Operations P.O. Box 1847 Alvin, TX 77512-1847 Dear Mr. Dudash: This letter is intended to confirm the understanding reached between the City of Pearland and Equistar Pipeline Operations regarding Equistar's facilities being impacted by the Dixie Farm Road expansion project. I will address each of the four affected sites, referencing the designations from your letter to Mark Heidaker of June 24. For site 1, at Station 38+00, we are satisfied with the proposed scope of work; however, this work will only be reimbursed at 33%, not the 100% quoted in the letter. Compensation for this site has been previously discussed, and we trust that the reasons for this decision are clear. At site 2, Equistar has insisted that it will be necessary to relocate the above-ground valves. While the City does not agree that this work is essential, we reluctantly agree to reimburse you for the cost, in order to maintain the project schedule and allay any concerns about safe proximity. The City is in full agreement with the information in your letter regarding sites 3 and 4. We agree to reimburse you 70% for the work at site 3, and 100% for the work at site 4. Based on your preliminary cost estimates and the percentages noted above, the City will budget $1,886,064 to reimburse Equistar for the relocation work. If your reimbursable costs are expected to exceed this number, we would appreciate prompt notification. At this time, we request that Equistar Pipeline begin its front end engineering and the permit process needed for the relocation work. We trust that you will complete this work in the most efficient and timely manner possible. If we can be of any assistance, please contact me at 281-652-1657, or Mark Heidaker of Property Acquisition Services at 281-343-7171. We appreciate your assistance in this endeavor, and look forward to a continued productive working relationship. JoSeph I~ertz, Jr. ~r])j ects Director 3519 LIBERTY DRIVE · PEARLAND, TEXAS 77581-5416 · 281-652-1600 · www. ci.pearland.tx.us "Stephen Stakemiller" To: <JPhan@ci.pearland.tx.us> <SSTAKEM@dot.state. cc: tx.us> Subject: Re: pipeline utility agreements 05/31/2005 08:29 AM I would think that you can proceed with the Equistar agreement. I may not like some of the cost applications but this is an estimate that we are talking about. Due diligence should follow on the invoicing end to validate expenses incurred. Regards, S tephen Stakemiller Texas Dept. of Transportation Right of Way - Utility Agent (713) 802-5776 » > <JPhan@ci.pearland.tx.us> 05/27/05 3:41 PM »> S tephen, Just wanted to update you on the Dixie Farm Road pipeline utility agreements. We have gone back to Duke and requested a more detailed e stimate, based on your comments and the sample estimate you provided (That sample will be very helpful when dealing with the other pipeline companies; thank you for sending it along.) When we receive it, I will forward a copy to you for review. S ince you have already seen the Equistar detailed estimate, is that agreement acceptable, provided we include the detail? Please let me know if we can proceed with that one. Thank you for your help. Jennifer Phan City of Pearland P rojects Department jphan@ci pearland.tx.us 281-652-1748 Resolution 2005-79 May 9, 2005 g:()()-c}G\ gi7) � ti\\ Qo 60\-- S-i}v 00,6\ eir} CS-6\ April 11, 2006 This letter is to amend the Utility Joint Use Agreement Reimbursable Utility Adjustment between the City of Pearland, Texas and EQUISTAR Chemicals, LP executed on May 9, 2005, solely to include the scope of work to be completed in Harris County, Texas in association with the improvement of Dixie Farm Road. Due to Harris County's abandonment of responsibility for utility relocations associated with the Dixie Farm Road project, the City of Pearland has assumed the task of completing those relocations outside the city limits. The statement of work to be covered by this amendment is outlined in the attached Exhibit "A". The Local Government agrees to reimburse the Owner for 100% of costs at Sites 5, 9, and 10. The Local Government agrees to reimburse the Owner for 50% of the costs at Site 8. A detailed estimate of those costs is attached for reference; at each site, the "Equistar Costs" have been reduced to the amount shown in Exhibit A. This Agreement by the City of Pearland, Texas, acting by and through its duly Authorized official, ("Local Government") and EQUISTAR CHEMICALS, LP, acting by and through its duly authorized representative ("Owner"), shall be effective on the date of approval and execution by and on behalf of the city. IN WITNESS WHEREOF, the parties hereto have affixed their signatures. Owner: EQUISTAR CHEMICALS, LP. City: Pearland y L. Hemmer c Title: Vice President, Pipeline Date: q I By: Bill Eisen Title: City Manager Date: 4% 46 0(n 3519 LIBERTY DRIVE • PEARLAND, TEXAS 77581-5416 • 281-652-1600 • www.ci.pearland.tx.us «� Printed on Recycled Paper EXHIBIT "A" LYONDELL March 1, 2006 Mr. Joe Wertz, jr. Projects Director City of Pearland 3519 Liberty Drive Pearland, TX 77581 Dear Mr. Wertz• Equistar Chemicals, LP (Equistar) has determined the adjustments to our pipeline facilities within the Harris County, which are required to avoid conflicts with the proposed Dixie Farm Road highway improvements and associated proposed underground utilities. Equistar will have to make adjustments to pipeline facilities at four sites. The estimated costs of these adjustments are summarized by site for your convenience. Equistar will complete the adjustments at all four sites by de -commissioning the affected pipeline system once. Two of the four sites will require a de -commissioning of the affected pipelines. Therefore, one half of the de -commissioning and commissioning cost has been allocated to each of the two sites requiring a service outage. Affected Pipeline Systems: Equistar's Chocolate Bayou System consists of an 8-inch condensate pipeline and a 6-inch propylene pipeline, which parallel each other and are located within the same pipeline easement. Equistar's Cross Country System consists on an 8-inch ethylene and a 6-inch propylene pipeline, which parallel each other and are located within the same pipeline easement. Retirement of Pipeline Facilities: As part of these adjustments, Equistar will fill with grout and abandon in place approximately 3,500 feet of 8-inch and 3 500 feet of 6-inch pipelines and replace these facilities with new pipeline facilities described in Site 8 and Site 9. Summary of adjustments: Site 8 Equistar's Chocolate Bayou System crosses Dixie Farm Road at Highway Station 198+50 (approximately). As part of the relocation involved with Site 9, the road crossing will be relocated to a site at Highway Station 243+50 (approximately). A new road crossing of both pipelines will be installed by conventional boring methods. Estimated costs for this adjustment are as follows: • Engineering and project management • Materials and procurement • Construction inspection services • Right of Way services and damages • Construction Services • De -commissioning • Commissioning • Equistar labor TOTAL $ 84,713 12,597 10,595 32,422 131,281 174,119 23,851 123,747 $ 593,325 Equistar Chemicals, LP A Lyondell Company Pipeline Operations Headquarters 6300 F.M. 2917 P. O. Box 1847 Alvin, Texas 77512-1847 Phone: 713-844-6950 Fax: 713-844-6930 www.equistar.com Site 9: Equistar's Chocolate Bayou System pipelines run parallel and adjacent to the existing Dixie Farm Road southern right-of-way boundary between Highway Stations 198+50 and 243+50 (approximately) In order to avoid a conflict with the proposed highway right-of-way boundary on the south side of Dixie Farm Road Equistar will relocate approximately 3,500 feet of the Chocolate Bayou System pipelines along a new alignment north of Dixie Farm Road. Estimated costs for this adjustment are as follows: • Engineering and project management • Materials and procurement • Construction inspection services • Right of Way services and damages • Construction Services • De -commissioning • Commissioning • Equistar labor TOTAL $ 152,109 201,564 31,317 218,952 457,222 159,960 13,164 319,382 $1,553,669 Site 5 Equistar's Cross Country System crosses Dixie Farm Road at Highway Station 245+00 (approximately). Since both pipelines are cased at this location, the casing on each pipeline will have to be extended on the south side of the road to the new proposed highway right of way boundary Estimated costs for this adjustment are as follows: • Engineering and project management • Materials and procurement • Construction inspection services • Right of Way services and damages • Construction Services • De -commissioning • Commissioning • Equistar labor TOTAL $ 19,408 2.975 7,088 13,721 87,820 0 0 33,454 $ 164,466 Site 10: : Equistar operates two below ground valves located on private property that is south and east of the existing Dixie Farm Road right of way boundary. Due to the proximity of the proposed expanded roadway to the valves, Equistar will place concrete barriers around the valve site as a safety precaution to protect the valve stems from damage resulting from potential traffic accidents. Estimated costs for this adjustment are as follows: • Engineering and project management • Materials and procurement • Construction inspection services • Right of Way services and damages • Construction Services • De -commissioning • Commissioning • Equistar labor TOTAL Sincerely, Albert J. Dudash, Jr. Albert J. Dudash, jr. Principal Engineer $ 2,800 3,301 474 0 7,161 0 0 3,488 $ 17,224 I TOTALS immt M � el 69 $341,742 N 0 00 el N eei. el g 69 elt. 69 1p. 00 M r yNg $133,560 R N b N er ItN M 9 O� N b O yowl .1 el ti i Vi O VI NO In V Vi 00 el a C 11 69 l Site 10 . V tNA V 69 0 b9 0 d' t» NCA 00Z$ M EA O: V3 tgA O 6M9 ^ 00 EA O di O 69 O d3 O Vi O Vi O V H Ioos•1$ Cl Vi 00 V3 p. VI O h 0 Vi. 0\ ; • 1C V tx el VD V CI el EA 0 V ^, V3 t" en N O N 69 V M VI O 00 69 tel O en 69 ^ 0O N EA• O M O V3 O Vi O V3 O fA LAp V V9 vl -� Vj £Z$ 00 N .--. O Vf l os O y N. �"� 69 C ti Vi y CIN 0) olg • M V m N el l CT M M N el la :r <` EA ON M h V3 VI M .-. V) "'ED• CT In N V V) O V Vi 00 In N VI VI 'R 0l V3. VI V awl b CO N el el O O el O �' O 00 M M M O O 61 NC 00045Z1$ O O 69 M V^ ON EA M �O ur el co ON �D O^ O $100,782 V CT vl Vt M O Vi VI CO t\ l� V3 N •V H4 N V> 69 C. Vi. O O O V: 0 0000 00 EA 00 M M V3 69 V3 fA 69 V) Vi 64 69 t N (1. ?. �. VI M O� 69 fA a N tel N O O t,l O� : 00 V r. .may EA O V Co 69 t, M I ti !A VI VI En ti V N el VI O ^O el O O� �. EA C ao O It 00 CO O .^.. N CI 04 H N i. M 6�9. M VD 0 1 609 CT a 0 Vj $100,782 a CT h b�9 M O V • $7,785 : N ti to I M EA N.. W ry. 00 M N VI O z9 OM 0 O O n 49 b9 VI 4A 6969 00 N Am 00 a V el O � . V O Nm CT M 69 00 co O VI V3 la V) O C- M V3 CO Ot N di O O M CO a O 6N9 V H b V3 . V V1 O b D 69 00 .01O�AA V V1 V3 i �V3 0 $11,088 00 o O O N ..�11 00 O �1 CA 00 N a y) 00 CI G\ Vf V V O EA O 0' ON b EA in CI Vni� EA $87 I h co N. N r M 69 ON yl j y) tel at 69 �O 0 CA b9 N Q\ Vi •1 M IN,69 V3 Vj V3 (; $59,718 CT 69 0 , Vf O VI n O 0 O� V3 O M V3 00 M et CO O V3 'VD V V3 �_ 1p V3 V V EA dam' b el to W04 CO O FA CO O 69 O el 00 a Vi el 00 a V1 V O EA 550`0IS a V V3 el Cv�i V3 l� $487 $13,472 $13,472 W fA .-1 4 O CI :M N9 V1 V3 VI V) Ere, Vf 6N9 to ion 00 , N d4 eel 00' b N VI O O. EA 7 O O, Vi V M Vi O O 1 CW V vl 69 00 r� V rA. 00tA .-. d' d. nc) 69 O 4 M O . O fA O Vi O Vi M n N. Vf $2,743 $1,488 CI M ! EA .-. O Vi. O fA O Vi. ti r CO �. dM, y Vj 69 EA •y V en 00 f t EA m 00 b 69 O O V3 O co 69 C t i 49 0 O 69 ^ 69 ti V3 _0 69 O tn Vf t to et V3 O O Vi O b3 O V3 OCa Vi CO N (A CO r 00 VOA 4O 1 M FA 69 CD D\ 69 O Ci G&A Contract Labor -Engineering, Survey, Drafting, Project Management and Procurement Design and Construction Pipeline De -Commissioning Existing Pipeline Removal Pipeline Commissioning Contract Labor- Inspection and Safety Coordination Services Chief Inspector Chief Inspector ( Existing Pipe Removal and Preparation) Safety Inspector soopuos suAt jo 111-aogsi;asz;uo� New easement, Temp. work space and damages north of Dixie Farm Rd Work space and Damages on Woods for the removal of existing pipelines uonanr{suoD-;uauwdinba pus .togsl las.iUOD Go 0 Cr t f .. P. siiii Taxes on Personnel and Equipment p` Total Personnel and Equipment Taxes on Personnel and Equipment ;uauxdInba sauTiadcd;o Su[uolssiunuo,D-a( - pus aogsi psJ4uoD Total Personnel and Equipment Contract labor and - Transportation of Condensate during Equipment Pipeline Outage Total Personnel and Equipment Contract labor and - Commissioning of Pipelines Equipment Total Personnel and Equipment Right of Way Acquisition New easement north ofDixie Farm Rd Temporary work space and damages north of Dixie Farm Rd Work space & Damages on Woods property for the removal of existing pipelines Construction Materials C CO Freight Tax on Materials Materials (Replace Existing Pipe Damaged During Removal) Freight (Replace Existing Pipe Damaged During Removal) Tax on Materials (Replace Existing Pipe Damaged During Removal) v tO a v GO Propane for Process Heater l Other Services Cleaning existing pipe - remove polymer from existing pipe SITE TOTALS 0 tiz NA W 0 CC Otel a .M d EL, al . q S; en n •i. A MI G o •». yy. gel U December 6, 2005 A B EQUISTAR CHEMICALS, L.P. DIXIE FARM RD. WIDENING PROJECT 8" ETHYLENE & 6" PROPYLENE CROSS COUNTRY & 8" CONDENSATE & 6• PROPYLENE CHOCOLATE BAYOU PIPELINES SYSTEMS 2004 BRAZORIA COUNTY DRAWING NUMBER DESCRIPTION REV 0001 COVER SHEET 1101 B ALIGNMENT SHEET SITE 3 RE-ROUTE 1301 CONSTRUCTION DRAWING - CROSSING DIXIE FM RD. (SITE 1) B 1302 CONSTRUCTION DRAWING - ROAD CROSSING DIXIE FARM RD. (SITE 3) B 1303 CONSTRUCTION DRAWING - ROAD CROSSING FM 518 (SITE 3) C 1304 B CONSTRUCTION DRAWING - CASING EXTENTION 0 DIXIE FARM RD. (SITE 4) 1310 CONSTRUCTION DRAWING - TIE-IN PIPING DETAILS B 3201 FOUNDATION PLAN AND DETAILS (SITE 2) B 4100 PLOT PLAN - EXISTING VALVE SITE LOCATION (SITE 2) B 4101 PLOT PLAN - NEW EXISTING VALVE SITE LOCATION (SITE 2) E 4201 PIPING AREA PLAN - NEW VALVE SITE LOCATION (SITE 2) B 4301 PIPING SECTIONS AND DETAILS - NEW VALVE SITE LOCATION (SITE 2) B 4500 REMOVAL PLOT PLAN - EXISTNG VALVE SITE LOCATION (SITE 2) B 4901 BILL OF MATERIALS C 5001A ELECTRICAL SYMBOLS AND LEGEND SHEET A DRAWING NUMBER DESCRIPTION REV 5001B ELECTRICAL SYMBOLS AND LEGEND SHEET A 5002 ELECTRICAL NOTES A 5101 ELECTRICAL PLOT PLAN A 5102 ELECTRICAL HAZ. AREA CLASSIFICATION A 5301 MISCELLANEOUS DETAILS A 5401 ELECTRICAL WIRING - INTERCONNECTION DIAGRAM A 5501 ELECTRICAL MISC. SCHEDULES A 7001 PERMIT DRAWINGS B 7002 PERMIT DRAWINGS B 7003 PERMIT DRAWINGS B 7004 PERMIT DRAWINGS B Fiat : P1 dima DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. REVISIONS BY CHKD DATE SCALE' NONE DATE DRAWN: JRD 06/02/04 DESIGNED: PROJ. ENG.: DAW 07/12/04 TITLE: DIXIE FARM RD WIDENING PROJECT COVER SHEET EQUISTAR CHECKED: APP'D: JOB NO.: 5125.000 DWG NO. 5125D-0001 REV. TRACT NO. (BR-158A) (BR-159X) ( BR-159 ) ( BR-160 ) ( BR-161 ) (BR-161X ) ( BR-165 ) CO OWNERSHIP n n (TENANT) WILLIAM J. WISE DIXIE FARM RD. GARY MARTIN CONOCO it H.D. DEVELOPMENT F.M. 518 MILESTON PARTNERS, # o n o o - MAYNOR, et ux o PROPERTIES, L.P. o LTD. 0 RODS 0.18 7.27 48.05 26.36 33.88 6.06 2.78 TERRAIN - 10374-F07 P.I. < 35'44'45' RT., (COMBO. BEND) n BRAZORIA COUNTY, TEXAS o 10374+37 / P.I. <2458'01' LT., (COMBO. BEND) a W. D. C. HALL SURVEY, A-70 (BR-165) 9 [ o o P tx ee`r f �� (BR-156A) V / V FOR TIE-IN DETAIL ^ % SEE DWG. NO, 5125D-1310/DETAIL d f a \ _ ' 2 CO FOR TIE-IN DETAIL / / / CV < / / o N b \ + K' / o / SEE DWG. NO. 5125D-1310/DETAIL 1SP. �` ' /� EQUATION: NT t� /f \ % r P' 10374+37 = LN. BK. •/ / 24" CULVERT KMEA i w% 10372+86 \ DIFF. +151' LN AH. / A./\ irk \ �;� PP L.. /\ / io, ,H. \ (BR-161 / � (BR-1s SEE DWG. NO. 5125D-1302— �/ P j' + J'' \�4 /GAL RD.� f •• ‘SWR. / ( • // �/ / �0 � DRAIN / \ +/ (BR-!61) / a cd ." / /✓ SWR. SEPTIC / \+ � \ SEE DWG. NO. 5) 25D-1303 BARN Q // / */,/ r ,y ry. (BR-159x) ..\ CL 8" & 6" PIPELINES Lf er BARN4\'PROPOSED / / / \ + \ \\ er es re e aer a ser er eis ell /r (BR-159) /pS / (BR-160) // • N.T.S re S 0 w " j 1.: ,,,-. ou • > o o11`1n • ID Ite or �^ h 3uDi aJri �" r J Doo > e e m o > -4-4:- e p'e ap` a�M� n��i �� $io ."..".Le o-u b e v tto.. W�z..W maioa t� + h ' Do'a3v�an<dO;NwN�z " $ mmmO+.N ++'Hd$#}+i4+44++i'+++++++ 0nM 00000022 d *.<wm`i teir"'�Na�rex,S5' WRW o000mco$oa$ z ea cie bmM•f fmbbh ♦ Y MMIMM17 iM1 M�� ri d3:rrc_ E-3• c+4+kiiaE •fbm YYY''•i'4Y M m 0020022222222 sFz3o:o:zOvi 6, c� 3-g�,o3eo,mo min �Oemm MM 0 •f �r3r�z0z '' izT ii0- ms rc Ix a0am aot inxx Hw�r vi� n °'a�5 rc¢ $a nTn m �m-{�-1 Dwznz.^ mach kO� s _ 8a a I33 6 ¢mg6dogagaa bxazax d07Tiw0 ag-Do ZZ a a zEL•JeVeYm L67ucilu ati' 4.mm.N- b.-Nmmh MmmO�.-,om O•f OOmmm OMMYIOt. bNbb ++++ 1"1Fl" n�,hNNNN bNN0 a>' ^^ 222 0000 bCi*'d� mM1M1' ID + 40" � • � /' /a +*`P a �/ ��;,?aNaN / /cfo�o� / ' Dn' x�\O LLrc rczm�5m W a63 mO 5218�5k8c ••a 1N'•/'N m.-.- m� ++ bm 00 ... nc'_mziz� v NV o�; 3 �m c. 8E 63'1 o 'a' a ET. ,A N 0 M +m } + N M) le) am•I 0 0 0 a X o rca�a w \ m =a= d 5 oaaao rc ^. c�a O Y m ntm + +++++++ NNNNNNN N o,,.. rnnf`n 000000 ixa x a .- m.-Drciiamm 0 m\� 3 u Uziim Caxxrcl z a mY .. 10 . 00 m mx�yl rcg95LL5�0< ox wo�ooa0zorcNs•-. m0� m,..aaWco 33ozd 0, .0 2✓i al tf a am ci�m q ♦M�tom 00 Yhmmmm +++ +'F}}++}}} Nit M)Ma7MMM nryn, ��n��n 000 000000000 ��m O as z I °aa �m ' �L�Sa8aI rc mbmte'+7 K 0v Ooa m{>a WWWzcP,•r 01n rc a omh NM YYV �� 5 a aO>�.� o o0z W PIPE P © e © II I © I O to o �+ CO o `.' 0 + N Nmcn CO +,+v N 00 0 + + o CL DIXIE FARM RD. 6 WATER LN. SWB U/G TELE. CABLE 4" GAS PA PROP. 16' SAN. SWR. 2" GAS LN. 8" PHILLIPS P/L 18" PHILLIPS P/L 60' F.M. 578 8' EQUISTAR P/L 24" CULVERT 18' PHILLIPS P/L 12' PHILLIPS P/L 60' B" PHILLIPS WATER LN. PA16" 8• EQUISTAR PA PROP. 30' RCP 50' 12' PHILLIPS PA 6" EQUISTAR P/L PROP. 16 WATER IN, e" EQUISTAR P/L PROFILE NAT GND 40• 1'=100' HORIZ """ /NW>>v?7'h `.' \ V 9 />>' ./"� 40 CND. 24• ULVERT r=2o vERT.C. `AT_ r CL PROPOSED 8" & 6" PIPELINES — 30' 4' MIN, CL'. ,- / 4' MIN. CLR. 4' MIN. CLR. 20' 10356+00 10360+00 10364+00 10368+00 10372+00 20' NOTES: THIS HOWEVER AND OF DRAWING WAS PREPARED FROM SOURCES CONSIDERED TO BE RELIABLE, EQUISTAR HAS FURNISHED THIS COPY FOR INFORMATION ONLY ASSUMES NO RESPONSIIBILITY FOR 1HE ACCURACY OR COMPLETENESS THE DATA SHOWN. NO. MATERIAL LIST QTY/FT. DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE SCALE: 1" = 100' DATE TITLE' 1 8.625'0.D, x 0,375' W.T., API 5L X52, ERW PIPE w/10-15MILS FBE COATING PLUS 20-25 MILS OFT ROCK SHIELD 2,059' 5125D-1310 TIE-IN DETAILS - DETAILS 1 & 2 A ISSUED FOR CLIENT APPROVAL GAW DAW 07/14/04 DRAWN: MW 07/07/04 COATING FOR ROAD CROSSING 5125D-1302 PLAN/PROFILE CROSSING DIXIE FARM RD. B ISSUED FOR BID GAW DAW 9/02/04 DESIGNED: DIXIE FARM RD WIDENING PROJECT EQu' riR 2 6.6250.0, x 0.260' W.T., API 5L X42/X52, ERW PIPE w/10-15MILS FBE COATING PLUS 20-25 MILS DM' ROCK 2,059' 5125D-1303 PLAN/PROFILE CROSSING F.M. 518 C REVISED PIPELINE LOCATION GAW AMT 11/10/04 PROJ. ENG.: DAW 07/12/04 PRELIMINARY& ALIGNMENT SHIELD COATING FOR ROAD CROSSING 5125A-7003 PERMIT DRAWING - F.M. 518 D REVISED PIPELINE LOCATION GAW AMT 12/13/04 CHECKED: PROPOSED ' 3 PIPELINE WARNING SIGN 7 8' 6 PIPELINES APP'D: DWG NO. REV. BRAZORIA COUNTY, TEXAS 512 5 D 101 JOB NO.: 5125.000 —1 D BRAZORIA COUNTY, TEXAS W. D. C. HALL SURVEY, A-70 t& 5125.000'PIpelfe\51251301.0n 14g20 00/31/04 1&45 JN 60' 40 20' 0 10248+18 P.I. < 30'00'00" RT., (COMB. BEND) BORE ENTRY POINT Proposed 8" & 6" Pipelines ( BR-9 ) L.L. BARNES 10247+93 P.I. < 30'00'00" LT., (COMB. END) •'� �i/' 11 _, BEGIN PROP. RELOCATIQ;1, (TIE-IN) `,• sor �r / Aar two �O A p�L 11 �i� /Da NE / plp' (BP-9,9 Dixie Farm Road, R/W 01 0 BEGIN PROP. RELOCATION. (11E-IN) < 30'00.00" RT., (COMB. BEND) 03 14 BORE ENTRY POINT 4 z m 0 et U to cn to xr 0 m 0 a PLAN SCALE : 1"= 0' 7 to 0 c9J m 0 U ri n a 0 5 10249+35 0 Ind az 10249+45 FENC a f 2 o 0 10249+93 P.I. < 30'00'00- RT., (COMB. BEND) 0249+93 P.I. < 30'00'00" RT., (COMB. BEND) ELEV. 41.52', BORE EXIT POINT 10250+67 P.I. < 30'00'00" LT., (COMB. BEND) END PROP. RELOCATION. (TIE-IN) 10250+67 P.I. < 30'0O'OO` LT., (COMB. BEND) END PROP. RELOCATION, (TIE-IN) 20 (BR-32) AROEN R H/LL. JR. EQUATION: 10250+67 = LN. BK. 10250+69 = LN AH. DIET. —2 (HORIZ.) PORTIONS OF EXIST. 8` & 6` P/Ls — NATpGRNDN , .., ,.-. WILL BE REMOVED & REMAINDER CAPPED IN PLACE BOTH SIDES EXISTING CASING TO REMAIN IN PLACE — _ — PROP. 6'x5' PCB STORM DRAIN PROP. 16' PVC WATER W. 2.4' COV. —.- 3.5' COV. EXIST. 6" & B" P S" A - / // /e-- PROP. 6` FORCE MAIN T.O.P. ELEV. 28.50' -%------� 4' IN. COV. Proposed 8" & 6" Pipelines € 0247+ PIPE SPECIFICATIONS: PIPE: 8.62510.D. z 0.375"W.T., X52. API SL, ERW PIPE COATING: 10-15 MILS DFT FBE PLUS 20-25 AILS DFT ROCK SHIELD COATING PIPE: 6.625`0.D. x0.280'1Y.T., X42/X52, API 5L, ERW PIPE COATING: 10-15 MILS DFT FOE PLUS 20-25 MILS DFT ROCK SHIELD COATING MIN. YIELD STRENGTH: 52.000 PSIG MIN. TEST PRESS.: 1800 PSIG, 270D PSIG MAX. OPER. PRESS.; 1440 PSIG, 2160 PSIG INSTALLATION MEIHOD: BORED 10248+00 10249+00 PROFILE S ALE : 1"= 20' HORIZ. & WRT. 10250+00 10251+00 60' 40' 20' D T.B.M. - TOP OF 3/4" I.R. 222.6' RT„ 0 STA. 10249+81 ELEV 41 29' F.B. 03-150, PGS. 44-68 DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. REVISIONS BY CHKD DATE SCALE: NOTED DATE A ISSUED FOR CLIENT APPROVAL GAW DAW 07/14/04 DRAWN: MW 06/17/04 B ISSUED FOR BID DAW GAW 09/02/04 DESIGNED: PROJ. ENG.: DAW 07/06/04 CHECKED: APP'D: JOB NO.: 5125.000 TITLE: DIXIE FARM RD WIDENING PROJECT PLAN/ PROFILE CROSSING DIXIE FARM ROAD BRAZORIA COUNTY, TEXAS EQUISTfR DWG NO. REV. 5125D-1301 1 B TO BE GROUTED, CAPPED AND ABANDONED IN PLACE BRAZORIA COUNTY, TEXAS T. D. C. HALL SURVEY. A-70 13024•Q 1-10 so S 6 (OR- 15& INLLWA J. INSE TRUSTEE 0353 10353+78 P,I. < 90'00'00' RT., (COMB. BEND) \ R/W & PROP. LN. r) PROP. 27" SANITARY SEWER L4. o c+1 8" & 6" o Pipelines- - 0 wo 3 3 \<-4+ f/ IT r_. 2" GAS LN. N CI 2 - 5 ¢I il ce of K y) 0 a1 3 o a do aIV a 10355+17 BORE EXIT POINT zoo' �El � BORE ENTRY POINT 75' / FOR SEE TIE—IN DETAI/7 DWG. N0. 5125D-1310/DETAIL 7// 1/ �� coH V 11 V 75' 75 x • •ORAR ••K •• a 1 pro / reAn lirrA Irr 011.1 'I. 50' 10354+58 S 5— 10:554+n5 co '0 10354+43 10354+54 .- ' + ^ /,D• ' Ar I A it200' • •Y • 'KS•A E /75' P/" 4 200' M4)WOA1 59) et tee PIPE SPECIFICATIONS: PIPE: 8.625"O.D, x 0.375•W.T., X52, API 5L, ERW COATING. 10-15 MILS Dr FOE PLUS 20-25 MILS PIPE: 6.625"O.D. x 0.280"W.T., X42/%52, API 5L, COATING: 10-15 MILS DFT FBE PLUS 20-25 !AILS MIN YIELD STRENGTH: 52,000 PSIG MIN. TEST PRESS.: 1800 PSIG, 2700 PSIG MAX. OPER. PRESS.: 1440 PSIG, 2160 PSIG INSTALLATION METHOD: BORED 50' 40 30' 20 75' co ai 0 O K P.I. < 90200200- lo cc 4 PLAN SCALE : 1"= 1 ' 0 w EDGE ROAD +N 3 ELEV. 39.56' 0 2 bon U J " tn wli 0 pep d w cc Occ 0 O 0 R pei 0 T.O.P. ELEV. 32.00 re a. BORE EXIT POINT 1 \1 1 HAT. GRND. PROP. 30" RCP LN. 4' MIN. COV. 6" WTR. LN.--'° \ O J 2" GAS LN. 24° CULVERT �_ PROP. 16 WTR. T.O.P. ELEV 28.50' 18" MIN. CLR. 8" EQUISTAR P/L-P `6" EQUISTAR P/L Q Proposed 8" & 6" Pipelines - PROP. 27° SAN. SOUR.--•-0 PIPE DET ROCK SHIELD COATING ERW PIPE DFT ROCK SHIELD COATING PROFILE SCALE : i= 10', HORIZ. It VERT. 10355+00 10355+50 50' 30' 20' T.B.M. - TOP OF 20" CONC. CULVERT 53.9' LT.O STA. 10354+74 ELEV 38 21' h.B. 04-012, PGS. 40-50 DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. REVISIONS BY CHKD DATE SCALE: NOTED DATE TITLE: 5125D-1310 TIE—IN PIPING DETAILS — DETAIL 1 A ISSUED FOR CLIENT APPROVAL DAW 07/14/04 DRAWN: MY! 06/1B/04 5125D-1101 ALIGNMENT SHEET B ISSUED FOR BID _GAW GAW DAW 09/02/04 DESIGNED: DIXIE FARM RD WIDENING PROJECT E Q QIJIST�"rR PROD. ENG.: PLAN/PROFILE DAW 07/06/04 CHECKED* CROSSING DIXIE FARM RID, R/W DWG No. R BRAZORIA COUNTY TEXAS 5125D-1302 JOB NO.: 5125.000 , B (star \5125.000Vipdhe\5tu13OSdwg t 10 12/15/04 8:00 (BR-161) N.D. DEVELOPMENT PROPER1WS, LP. C Proposed 8" & 6" Pipelines 40' 30' 20' to' 1n a CO N APPROX. 50' x 75' . TEMPORARY WORKSPACE IterOlfritta:41 BORE ENTRY POINT 5' BACK OF R/W 1- 4 10372+18 P.I. < 28'05.43' LT. 10372+18 BORE ENTRY POINT 0 tri 0. in n. ra 0 U Jv 3 sCO tra + 0 -03 n Z i1CO 0 0 33.2 N try ri ter 0 3 0 24CULVERT 0 n is O in + rx 0 0 n W I 10373+07 BACK OF CURS I I I I I 0 +ra 12 to cc N ANHOLE BRAZORIA COUNTY, TEXAS T. D. C. HALL SURVEY, A-70 (BR-161%) F.M. 518, R/W 49JJ 2y B9 iP 10JJH7C4Py. P (S.B, KB1 \� 4faxikt PLAN SCALE : 1"=10' d + ra to 03 0 0 cot 03 Q + qin w m cc 0 4- N 3 Z 3co 1 3 0 0 10 re z 0 0 te • v rcrl TO BE GROUTED, CAPPED, AND ABANDONED IN —PLACE 0 m r- cc 0 200' 75' x 200' TEMPORARY WORKSPACE BORE EXIT POINT PAST 6" EOUISTAR P/L 200 0 a V 0 0 2 10374+37 P.I. < 24158'01" It. (C0MB0-BEND) TIE-IN & EQUATION POINT NAT. D 24" CULVERT --_.i J 16" WATER LN. C? 24" STORM DRAIN 8" PHIWPS P/L—_b 12' PHIWPS P/L S1VB U/7 4MIN. CLR. 4" GAS P/L CABLE T.O.P. ELEV. 21.90' • TELE 18" PHIWPS PA ,, € Proposed 8" & 6" Pipelines PIPE SPECIFICATIONS: PIPE: 8.625"0.D. x 0.375"W.T., X52, API 5L, ERY/ COATING: 10-15 MILS DFT FBE PLUS 20-25 MILSW. PIPE: 6.625"O.D. x 0.280"T., X42/%52, API 5L, COATING: 10-15 MILS DFT FBE PLUS 20-25 MILS MIN. YIELD SIRENGIH: 52,000 PSIG MIN. TEST PRESS.: 1800 PSIG, 2700 PSIG MAX. OPER. PRESS.: 1440 PSIG, 2160 PSIG INSTALLATION IAETHOD: BORED PIPE DFT ROCK SHIELD COATING ERW PIPE DFT ROCK SHIELD COATING 50 NOTE: Roadway pion and profile drawings for FM 518 were not supplied to UEI therefore cannot verify the Iocotlons and depths of oil Underground Utilities in this oreo. Verification of ALL utilities must be done prior to commencement of any construction. 10373+50 PROFILE CALE : 1= 10', HORIZ. & VERT. 10374+00 40' 30' 20' 10' DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE N0. REVISIONS 8Y CHKD DATE SCALE: NOTED DATE 5125D-1310 5125D-1101 5125A-7003 TIE-IN PIPING DETAILS - DETAIL 2 ALIGNMENT SHEET PERMIT DRAWING - F.A1. 518 A B C ISSUED FOR CLIENT APPROVAL ISSUED FOR BID REVISED PIPELINE CROSSING GAW GAW GAW DAW DAW AMT 07/14/04 09/02/04 12/13/04 DRAWN: MW DESIGNED: PROJ. ENG.: DAW 06/18/04 07/06/04 CHECKED APP'D: JOB NO.: 5125.000 TITLE: DIXIE FARM RD WIDENING PROJECT PLAN/PROFILE CROSSING F. M. 518, VW BRAZORIA COUNTY, TEXAS EQUATION: 10374+47 = LN. BK. 10372+96 = LN.AH. DIFF. +151' FOR TIE-IN DETAIL SEE DWG. NO. 5125D-1310/DETAIL 2 (SR-265) wnrsrON PARTNERS LID. 4.-Y73T 8, I T.B.M. - TOP OF 5/8* I.R, W/CAP 61' RT. 0 STA. 10373+83 ELEV. 35.43' F.B. 04-012, PGS. 40-50 EQUISTfR DWG NO. REV. 5125D-1303 C BRAZORIA COUNTY, TEXAS Q Existing 8" & 6" Pipelines 40' 30 20' 10' 0 (BR-/67) SOUTH CORRIDOR ONL LID. *711J)7)71?�175' 75,! r�YaRx 25' 15 0425+443 NEW R/W & PROPERTY LN. ELEV. 31.40. B` EQUISTAR P/L 6` /EOUISTAR PA "4- 0 U Tan 0 Tat to T. D. C. SURVEY, A-70 \eO Oy 1 426+13 EDGE ROAD 7 a W // xi „ v // PLAN SCALE : 20' 1 0 0 ,1 0 0 0 CN cn to To d �SSOUTH CORRIDOR ONE, LID. 75'x75 •�'AR1' Wb ��,,/� Jiji a /llii/l11111ilitip" (BR-167X) Dixie Form Road, R/W To a N 0 CASING PIPE TO BE EXTENDED & VENT PIPES TO BE RELOCATED ON BOTH SIDES // /1 // 7 (BR-167) EDGE OF WOODS 18' PHIWPS P/L 8" PDIUJPS P/L // 11 8` PHIWPS P/L 6` PHILUPS P/L 12` PHIWPS // u 10` PHIWPS P/L /, // X solor- PHIWPS VALVE SIIE x '' 0 / NAT. GRND. • 9 6.0' COV. /// 00011 J EXIST. CASING / EXIST. 8" & 6` P/L'S Proposed 10" & if Casing Pipe ---- € Proposed 10" & 12" Casing Pipe € 10247+00 PIPE SPECIFICATIONS: PIPE: 10.750.0.D. x 0.250-W.T., GRADE B PIPE COATING: N/A PIPE: 12.75D"O.D. x 0.250`W.T., GRADE B PIPE COATING: N/A MIN. YIELD STRENGTH: N/A MIN. TEST PRESS.: N/A MAX. OPER. PRESS.: N/A INSTALLATION METHOD: BY SPLIT CASING 10248+00 18' CASING 10249+00 PROFILE SCALE : 111= 20', HORIZ. & VERT. 10250+00 6' CASING 10251+00 X 40' 30' 20' 10' X T.B.M. - TOP OF I/2` I.R. W/CAP 41.8' LT. 0 STA. 10426+79 ELEV. 32.22' F.B. 03-157, PGS. 70-73 DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. BY CHKD DATE SCALE: NOTED DATE TITLE: Eau TAR REVISIONS D I X I E FARM R D WIDENING PROJECT A GAW DAW 07/14/04 DRAWN: MW 06/21/04 ISSUED FOR CLIENT APPROVAL B GAW DAW 09/02/04 ISSUED FOR BID DESIGNED: 3RAZOIA CASING DIXIF FARM EXTENSIONS COUNTY, OAD ' TEXAS @ /W PROD. ENG.: DAW 07/06/04 CHECKED: DWG NO. 5125D-1304 REV. APP'D: .: JOB NO5125.000 B 8.625' O.D. X 0.375" W.T. API 5L PSL2 X52 ERW PIPE W/12-18 MILS FBE 6" EQUISTgR / • V. 5.0, 7' 8" 5D 90' BEND 1'-0' TAN. ^O' . GOJ• S n A 0 / •l 6' 5D 90' BEND 1'-0" TAN. 6.625' O.D. X 0.280' W.T. API 5L PSL2 X42/X52 ERW PIPE W/12-18 MILS FBE >y1 6.625" O.D. X 0.280" W.T. API 5L PSL2 X42/X52 ERW PIPE W/10-15 MILS FBE PLUS 20-25 MILS ROCK SHIELD COATING FOR ROAD BORE BEGINNING OF SURVEY DETAIL M11 F 3/16'-1'-0" I5125D-1101 3 8" 5D 62' BEND 1'-0" TAN. 1 Va• GROUT, CAP, AND ABANDON IN PLACE SJ N 8.625' O.D. X 0.375" W.T. API 5L PSL2 X52 ERW PIPE W/10-15 MILS FBE PLUS 20-25 MILS ROCK SHIELD COATING FOR ROAD BORE 8.625" O.D. X 0.322' W.T. API 5L PSL2 X60 ERW PIPE W/12-18 MILS FBE 4 — 6.625" O.D. X 0.280' W.T. API 5L PSL2 X52/X60 ERW PIPE W/12-18 MILS FBE -ter \ \ \ 6" 5D BEND 1'-0" TAN. GROUT, CAP, AND ABANDON IN PLACE ' BEGINNING OF SURVEY DETAIL SCALE : 3/16"-1'-0" I5125D-1102A I 3 (T 0 P. 29.54' t)/ GROUT, CAP, AND ABANDON IN PLACE b50a \ 8" 5D 35' BEND (ROLLED) 2'-O" TAN. 8.625" O.D. X 0.375" W.T. API 5L PSL2 X52 ERW PIPE W/12-18 MILS FBE J mo cc N +0 v DETAIL CPlfto DETAIL SCALE : 3/16"-I'-0" 13'-1" 8' 5D 57 BEND 1'-0" TAN. 6" 5D 57' BEND 1'-0' TAN. 18'-1 3/4" END OF SURVEY SCALE : 3/16'-1'-0 4 5125D-1102A B" 5D 24' BEND (ROLLED) 2'-0" TAN. 6" 5D 35' BEND (ROLLED) 2'-0" TAN. 6.625" O.D. X 0.280' W.T. API 5L PSL2 X42/X52 ERW PIPE W/12-18 MILS FBE 2 51250-1101 8.625" O.D. X 0.322' W.T. API 5L PSL2 X60 ERW PIPE W/12-18 MILS FBE c.8" EQUISTAR (COV. 5,8') 9 6' EQUISTAR (COV 55') w 6.625" O.D. X 0.280' W.T. API 5L PSL2 X52/X60 ERW PIPE W/12-18 MILS FBE -6" 5D 24' BEND (ROLLED) 2'-0" TAN. N. N DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE No. REVISIONS BY CHKD DATE SCALE: 3/16"=1'-0" DATE 5125D-1101 ALIGNMENT SHEET A ISSUED FOR BID GAW DAW 9/2/04 DRAWN: DCM 08/16/04 5125D-1102A 5125D-1302 ALIGNMENT SHEET PLAN/PROFILE CROSSING DIXIE FARM RD. B REVISED DETAIL 2 GAW AMT 12/15/04 DESIGNED: PROJ. ENG.: DAW 08/30/04 5125D-1303 PLAN/PROFILE CROSSING FM 518 CHECKED: 5125D-1307 PLAN/PROFILE CROSSING DIXIE FARM RD. APP'D: JOB NO.: TIRE: DIXIE FARM RD WIDENING PROJECT PROPOSED 8" & 6 PIPELINES TIE—IN PIPING DETAILS BRAZORIA & HARRIS COUNTIES, TX EQUISTAR DWG NO. 5125D-1310 REV. REINFORCING BAR SCHEDULE (NOTE: ALL DIMENSIONS ARE OUT - OUT) £PIPE £ 4 EACH 3/4" X 12" GALVANZIED ANCHOR BOLTS W/HEX NUTS & WASHERS • 0• 1 • 01 • 1'-6' 3.-0" PIPE SUPPORT - PLAN 1"-1'-0" (FOR VALVE & PIPE SUPPORT) TOP OF CONCRETE ELEV. (2) 8" PIPE SUPPORT ELEV 101'-8 11/18' (2) 6" PIPE SUPPORT ELEV. = 101'-7 11/16" (1) 3" PIPE SUPPORT ELEV. = 1011-9 1/4' 4 MK 501 FINISH GRADE 100-0 • CO 3 MK301 4 MK201 5 n 4 MK401010" ya, 0 DRAWING NO. 3'-0 PIPE SUPPORT - ELEVATION REFERENCE DRAWING TITLE NO. a d 1 UNDISTURBED SOIL REVISIONS 9" 1 1/2" 9" z 1'-2' X 5/8' GALVANIZED PLATE 4-7/81'0 HOLES 1 1/2' BASE PLATE - DETAIL 1 1/2 4,21'-0" (FOR PIPE SUPPORTS) 4" GALVANIZED BOX TUBING 1/4' NEOPRENE OR OTHER CUSHION4NSULATOR %*/\�/\ I \ BY CHKD ° II ` II it • . LLB c�J. PIPE SUPPORT DATE 1"-1 -0 (FOR VALVE & PIPE SUPPORT) N0, REVISIONS BY CHKD DATE GALVANIZED HEX NUTS AND WASHERS CM Cm 3/4' ANCHOR BOLT- DETAIL 3"=i'-0" SCALE: 1 "=1'-0" DATE 5125D-4101 PLOT PLAN - PEARLAND BLOCK VALVE SITE A ISSUED FOR CLIENT APPROVAL GAW DAW 07/14/04 DRAWN: MM 5125D-4201 PIPING PLAN - PEARLAND BLOCK VALVE SITE 8 ISSUED FOR BID GAW DAW 09/02/04 DESIGNED: 06/28/04 5125D-4301 PIPING SECTIONS - PEARLAND BLOCK VALVE SITE PROJ. ENG DAW 07/08/04 CHECKED: APP'D: JOB NO.: 5125.000 TITLE: A A A 3' TYPE I TYPE 11 TYPE V MARK No. No. REQ'D PER PIER TOTAL No. REO'D TYPE SIZE DIMENSIONS A 8 C LENGTH EACH PIECE CONCRETE NER PIPE SUPPORT (5 PIPE SUPPORTS REQUIRED) 201 4 20 No.4 301 401 3 4 15 20 ✓ ✓ No.3 No.4 0'-8• 0'-3" 3'-11' 7 .-3" 501 4 20 11 No.4 O.A.H.-6' 0'-1O" 3'-10" ID 4'-1" NOTES: GENERAL CONCRETE SPECIFICATIONS 1) REINFORCED CONCRETE SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE STANDARD ACI 318 EDITION 2002 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND ASTM C94'STANDARD SPECIFICATION FOR READY -MIXED CONCRETE 2) CONCRETE SHALL BE MINIMUM CLASS B PER ASTM C94, WITH COMPRESSIVE STRENGTH MINIMUM 1950 PSI AFTER 7 DAYS AND REACHING FULL STRENGTH MINIMUM 3000 PSI AFTER 28 DAYS 3) FORMS FOR CASTING CONCRETE SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE ACI STANDARD PRACTICE SP-4 SIXTH EDITION 'FORMWORK FOR CONCRETE AND ACI 347R-94 'CONCRETE FORMING GUIDE 4) AGGREGATES SHALL BE IN ACCORDANCE WITH ASTM C33 'STANDARD SPECIFICATION FOR CONCRETE AGGREGATES' WITH MAXIMUM DIAMETER 1 K' 5) CEMENT SHALL BE IN ACCORDANCE WITH ASTIR C150'STANDARD SPECIFICATION FOR PORTLAND CEMENT' FOR TYPE II CEMENT 6) CONCRETE WORK PERFORMED EEL OW 40`F SHALL BE IN ACCORDANCE WITH AMERICAN CONCRE1t INSTITUTE ACI 306.1-90'STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING'. CONCRETE WORK PERFORMED ABOVE 90°F SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTIITUTE ACI 305-91 'STANDARD SPECIFICATION FOR HOT WEATHER CONCRETING. 7) CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE ACI 308'STANDARD PRACTICE FOR CURING CONCRETE 8) EXPOSED EDGES OF CONCRETE ABOVE GRADE SHALL RECEIVE A MINIMUM'/.", 45' CHAMFER 9) THE AREA AROUND EACH FOUNDATION SHALL BE PROBED THOROUGHLY FOR UNDERGROUND INTERFERENCES BEFORE COMMENCING ANY EXCAVATION. 10) EACH FOUNDATION SHOULD REST ON FIRM UNDISTURBED SOIL 11) BACKFILL AROUND FOUNDATIONS SHOULD BE COMPACTED THOROUGHLY PRIOR TO ERECTION OF ANY EQUIPMENT ON THE FOUNDATIONS 12) CONCRETE TRUCKS ARE NOT ALLOWED TO WASH OUT OR TO DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER AT THE CONSTRUCTION SITE STEEL REINFORCING SPECIFICATIONS 13) MINIMUM DISTANCE FROM EDGE OF STEEL REINFORCING BARS AND MATS TO SURFACE OF FINISHED CONCRETE SHALL BE AS SPECIFIED BUT IN NO CASE ANY LESS THAN Y 14) DETAILING OF CONCRETE AND SPACING OF STEEL REINFORCING BARS SHALL BE IN ACCORDANCE WITH ACI 315 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES AND CONCRETE REINFORCING STEEL INSTITUTE ENGINEERING DATA REPORT NO. 50 PLACING DRAWINGS FOR REINFORCING BARS IN SITE -CAST REINFORCED CONCRETE CONSTRUCTION' 15) REINFORCING STEEL BARS SPECIFICATIONS SHALL BE IN ACCORDANCE VATH ASTM A815 'STANDARD SPECIFICATION FOR DEFORMED AND PLAIN BILLET -STEEL BARS FOR CONCRETE REINFORCEMENT' FOR BILLET -STEEL BARS OR ASTM A706'STANDARD SPECIFICATION FOR LOW -ALLOY STEEL DEFORMED AND PLAIN BARS FOR CONCRETE REINFORCEMENT' FOR LOW -ALLOY STEEL BARS. BARS ARE TO BE MINIMUM GRADE 60 (60,000 PS YIELD STRENGTH) 16) WELDED WIRE FABRIC FOR REINFORCEMENT SHALL BE IN ACCORDANCE W1TH ASTM A185 'STANDARD SPECIFICATION FOR STEEL WELDED HARE REINFORCEMENT, PLAIN, FOR CONCRETE, 2002 EDITION 17) WIRE TIES FOR STEEL REINFORCEMENT SHALL 8E IN ACCORDANCE WITH ASTM A82 'STANDARD SPECIFICATION FOR STEEL WIRE, PLAIN, FOR CONCRETE REINFORCEMENT', 2002 EDIRON AND MAY BE EITHER GALVANIZED OR BLACK ANNEALED 18) STEEL REINFORCING SHOULD BE CUT AND BENT COLD TO EXACT LENGTHS SPECIFIED AND MINIMUM SPACING FROM SURFACE OF FINISHED CONCRETE SHOULD BE OBSERVED. STEEL REINFORCEMENT SHOULD BE FREE OF ALL PAINT, OIL, DIRT, AND LOOSE SCALE AND RUST WHICH WOULD INHIBIT BONDING WITH CONCRETE 19) SPLICES OF STEEL REINFORCEMENT ARE NOT PERMITTED EXCEPT WHERE SHOWN IN DRAWINGS; STEEL REINFORCEMENT MAY BE EXTENDED BY WELDING ONLY ANCHOR BOLT SPECIFICATIONS 20) ANCHOR BOLT, PLATE, AND BOX TUBING STEEL MATERIAL SHALL CONFORM TO ASTM A36 'STANDARD SNtCIFICATION FOR CARBON STRUCTURAL STEEL", 36,000 PS MINIMUM YIELD STRENGTH 21) ANCHOR BOLTS SHALL INCLUDE TWO HEAVY HEX NUTS CONFORMING TO ASTM A563 STANDARD SPECIFICATION FOR CARBON AND ALLOY STEEL NUTS' GRADE A AND TO ANSI B18.2.2 REVISION 1993 "SQUARE AND HEX NUTS - INCH SERIES', WITH CLASS 2 FIT. WASHERS TO CONFORM WITH ASTPA F436-93 STANDARD SPECIFICATION FOR HARDENED STEEL WASHERS'. 22) ANCHOR BOLTS, NUTS, WASHERS, AND STRUCTURAL STEEL. TO BE HOT.DIP GALVANIZED TO STANDARDS OF ASTM A153 "STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON AND STEEL HARDWARE 23) ALL ANCHOR BOLTS AND ANY OTHER EMBEDDED ITEMS ARE TO BE IN PLACE BEFORE CONCRETE IS POURED DIXIE FARM RD WIDENING PROJECT PEARLAND BLOCK VALVE SITE PIPE SUPPORT FOUNDATION PLAN & DETAILS ETSTI�ROBAL Mos NµiHip 72011 PIA m—ma EQUISTfl DWG NO. 5125D-3201 REV. B A c r 4 8 A ig S 2 a 4 y EDGE OF WIDENED DIXIE FARM ROAD R.O.W. EDGE OF EXISTING DIXIE FARM ROAD R.O.W. POLE- 0 POLE — z 2 EC T r� z a to 59' 7.-11 1/2" 2'-3 1/2"' PROPERTY UNE (160'-0') 3'-B 3/4" 66'-6' To to I _ 2 GRAVEL DRIVE x x LECTRONICS BUILDING 6',n0' FENCE UNE x x TOWER FOUNDATION (TOWER REMOVED) fO12' DOUBLE GATE --__t PLAN 1 -ID' 2' 3' LH FENCE UNE X X n 0 to fi • en co M -. e' PIPELINE 6' PIPEUNE 0 a 1 DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE N0. REVISIONS BY CHKD DATE SCALE: 1"=10' DATE 51250-4201 PIPING PLAN - PEARLAND BLOCK VALVE SITE A ISSUED FOR CLIENT APPROVAL GAW DAW 07/14/04 DRAWN: MM 5125D-4301 PIPING SECTIONS - PEARLAND BLOCK VALVE SITE B ISSUED FOR BID GAW DAW 9/02/04 DESIGNED: 04/07/04 5125D-4500 REMOVAL PLOT PLAN PROJ. ENG.: DAW CHECKED: 07/12/04 APP'D: TITLE: DIXIE FARM RD WIDENING PROJECT PEARLAND BLOCK VALVE SITE EXISTING PLOT PLAN EQUISTfR DWG NO. REV. B JOB NO.: 5125.000 5125D-4100 FILE INFO: L-\BtgMac\ETyhtor\5125.000\Mach\51254101.dwg 11.120 0e/30/2DO4 13:19 Dal EDGE OF WIDENED DIXIE FARM ROAD R.O.W. to n m 5 0 0 0 2'-10' 36'-0' 30.-2 I/2" PROPERTY UNE (150'-0') P. s — a 10 Ito u+ EXISTING II NEW I I EXISNEW If II POLE et 0 POLE j WIC CCC=C919999- GRAVEL DRIVE x FOR PIPING DETAILS SEE DWG. 5125D-4201 12' DOUBLE GATE ELECTRONIC BUILDING 6'x10' tO n TOWER FOUNDATION (TOWER REMOVED) I i -a x 1< 4 It • • CONCRETE BARRIER (TIP.) x I x 1< 0' L 4301 F 4301 60'-0't I6'-9• F z z • 40 ta z Clio 0' ./_�_ _11PSUNE __� 6 PIPELINE _-—�—_ TTT'' _ VN3VID3iHAL Igss WWI Sew �e CeliaWastage Tel rw Piz)rn-Tno DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE N0. REVISIONS BY CHKD DATE SCALE: 1"=10' DATE 51250-4201 PIPING PLAN - PEARLAND BLOCK VALVE SITE A PRELIMINARY LAYOUT GAW DAW 4/15/04 DRAWN: MM 5125D-4301 PIPING SECTIONS - PEARLAND BLOCK VALVE SITE 8 REVISED LAYOUT GAW DAW 4/22/04 DESIGNED: 04/07/04 TITLE DIXIE FARM RD WIDENING PROJECT PEARLAND BLOCK VALVE SITE PRELIMINARY PLOT PLAN 5125D-4500 REMOVAL PLOT PLAN C ISSUED FOR CUENT REVIEW GAW DAW 06/10/04 PROJ. ENG.: DAW 07/07/04 5125D-3201 TYPICAL PIPE SUPPORT - PEARLAND BLOCK VALVE SITE D ISSUED FOR CUENT APPROVAL GAW DAW 07/14/04 CHECKED: E ISSUED FOR BID GAW DAW 09/02/04 APP'D: JOB NO.: 5125.000 EQUISTfR DWG NO. 5125D-4101 REV. E n 8' ETHYLENE PIPEDNE 12'-6 1/2' (DRAWING LIMITS 5125D-4101) 13'-10 3/8' (DRAWING LIMITS 5125D-4101) 6' PROPMENE PIPEDNE G L_ 12' DOUBLE GATE 13'-10 3/16' a i i<` 4'-11 9/16' NEW RELOCATED I 3' 1500RL RaOCA.W 31-45-02 NEW 12'-6 11/16' 1► ( (4 1'-7 3'-0 3/16' 1-6 7/8' 3'-0 3/16' I (REF) ILo a6aIZ a tLt 6 Y-91/I6 pi I (REF) 101 a I ZIl I�l 3' I500RTJ 31-45-031 8'-11 5/8' L 8' 1500RTJ 31-45-01 4'X3' CONC. RED. 1 1I Ak 2' 600RTJ 2-45-02 4'-0 1/16' 2'-10 3/8' 6' 600RTJ 32-45-01 I I 2' 600RT 32-45-03 NEW A 3 1500RTJ „31-4504.4, / RELOCATED RELOCATED NEW I 1 1'-10 1/2" L a J i'-2 5/6' 2' BOORT 32-45-0 2'-10 3/e' '4 r— v---1 1 (REF) 3'44-3 5/8' 3'-3 5/8' (DRAWING LIMITS 5125D 4101) z PO a o� a ¢i it-O• (REF) 1�! 5'-5 5/8' z a 0 to aerp .ti 1.1.1 u'a r CO 0 00 k 3'-6 s s 4 PRE -FABRICATED CONCRETE BARRIER 6 0 X x x rrrl s� N VIDRsAL (DRAWING LIMITS 5125D-4101) lap SO 7JI DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. REVISIONS BY CHKD DATE SCALE: 3/8"= 1'-0" DATE 5125D-4101 PLOT PLAN-PEARLAND BLOCK VALVE SITE A ISSUED FOR CLIENT APPROVAL GAW DAW 07/14/04 DRAWN: FS 5125D-4301 PIPING SECTIONS- PEARLAND BLOCK VALVE SITE B ISSUED FOR BID GAW DAW 09/02/04 DESIGNED: 6/15/04 5125D-4500 REMOVAL PLOT PLAN PROJ. ENG.: DAW 07/07/04 5125D-4901 BILL OF MATERIALS CHECKED APP'D: TITLE: DIXIE FARM RD. WIDENING PROJECT PEARLAND BLOCK VALVE SITE PIPING PLAN EQUISTfR DWG NO. 5125D-4201 REV. B JOB NO.: 5125.000 .' Q& PIPFIIN 41 •I qE 2 GRADE qtr. PIPFIIHL EUNE GRAD YAWK GRADE SECTION 4 be SECTION 33, SCALE : 3/8'-I'-0' iry 8' 1500RTJ 31-45-01 \Ni>:\i::Ni\ WELD W.O.L TO PIPE ONLY. DO NOT CUT HOLE IN B' RUN. SEE DETAIL THIS SHT. 5125D-4201 WELD W O L TO PIPE ONLY. DO NOT CUT HOLE IN 6' RUN. SEE DETAIL THIS SHT. SECTION SCALE : 3/8'-1'-0' NOTE: 6' PIPE INE NOT SHOWN FOR CLARITY. C-C SCALE : 3/8 -1'-0- SECTION SCALE : 3/8'4-0' 51250-4201 NOTE: CONTRACTOR TO FlELD FlT. TRIM 8 45' 5D BEND OR ADD PIPE PUP AS REQUIRED TO MAKE DEPTH TRANSITION. E-E 51250-410t .IPEUNE B-B 51250-4201 NOTE: 1. ALL PIPE BENDS ARE 50 E 41 O 41 to pE GRA. 0 .' .i NOTE' CONTRACTOR TO FIELD FIT. TRIM 6 45' 50 BEND OR ADJUST LENGTH OF PIPE PUP AS REQUIRED TO MAKE DEPTH TRANSITION. SECTION SCALE • 3/8'101'-0- I5125D-4101 F-F PIPELINE • • s ©0 60 ©0 96'• 496D NEW RELOCATED RELOCATED NEW • II: v AL M F 11M • 11B • 496 • z 496 °11. I1P�J�II 3 1500RT 31-45-03 4-x3' 4' x 3' CONC. RED. CONC. RED. DETAIL SCALE : 3/8'-I'-0- 8 1500RTJ 31-45-01 • N i► 496D 496 «®® NEW RELOCATED RELOCATED NEW A 1 51250-4201 32 645-0� 2' 600RTJ 2 600RT 2' 600RTJ 2-45-02 32-45-03 32-45-04 11 • 6 DETAIL SCALE : 3/8'211'-0' NPT 6 A 2 5125D-4201 TT THERMOWUL WELD W O.L TO PIPE ONLY. DO NOT CUT HOLE IN 6' OR 8' RUN. TYPICAL TEMPERATURE PROBE INSTALLATION DETAIL SCALE : N T.S. 11BA • • 118 1 1 96 ®® COATIMI—IVIED PIS Ala 444. IMP lasetral Moo n. 07-7770 DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. REVISIONS BY CHKD DATE SCALE: 3/8-= 1'-0' DATE 5125D-4101 PLOT PLAN-PEARLAND BLOCK VALVE SITE A ISSUED FOR CLIENT APPROVAL GAW DAW 07/14/04 DRAWN: FS/RWP 5125D-4201 PIPING PLAN- PEARLAND BLOCK VALVE SITE B ISSUED FOR BID GAW DAW 09/02/04 DESIGNED: 6/28/04 5125D-4500 REMOVAL PLOT PLAN PROJ. ENG.: DAW 5125D-4901 BILL OF MATERIALS CHECKED: APP'D: TITLE: DIXIE FARM RD. WIDENING PROJECT PEARLAND BLOCK VALVE SITE PIPING SECTIONS AND DETAILS EQUISTAR DWG NO. REV. B 11 JOB NO.: 5125.000 5125D-4301 q 1 120 0a/31/2004 1011 DCh EDGE OF WIDENED DIXIE FARM ROAD R.O.W. EDGE OF EXISTING DIXIE FARM ROAD R.O.W. POLE • POLE) w F i co CUT UNE 59'-6' GRAVEL DRIVE Y-11 1/2" 2'-3 1/2" PROPERTY UNE (150'-0') 13'-e 3/4" .Y1/ a ^;,: . i//, �i / ///jiiiiiio//r////1%i/i/ii/ii/iiii�iiiiiiijoji%//// /l%/%%/%%%%%//�% !i ��/, / i�oia f %%%i/%%/i: jaiaiiiai/i/o •.o/. j�tt f, /�� /// j/,�/• PLAN 1'=10' 0- ltl { -R' PIPWNE �— i 8' PIPELINE VSA 3 EXISTING PIPING TO BE REMOVED UINIv LasAI Ls. PAPS 1 .r 1 OiD m-TM TITLE: `�.i EQIJI DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. REVISIONS BY CHKD DATE SCALE: 1"=10' DATE A ISSUED FOR CLIENT APPROVAL GAW DAW 07/14/04 DRAWN: MM oa/o7/oaDIXIE FARM RD WIDENING PROJECT B ISSUED FOR 81D GAW DAW 9/02/04 DESIGNED: PEARLAND BLOCK VALVE SITE PROJ. ENG.: DAW o4/12/04 REMOVAL PLOT PLAN _ CHECKED: DWG NO. 5 1 2 5 D- 4 5 0 0 REV. APP'D: JOB NO.: 5125.000 B MATERIAL LIST 33D 10 LF RIt kRk z. r x� PIPE, 8" x 0.375" W.T., ERW, APL5L GRX52, PSL2, BARE 33DC 195 LF PEE, 8" x 0.375" W.T., ERW, API5L GR X52, PSL2, 12- 18 MIT S FBECOA 1ED 35B 10 LF PIPE, 6" x 0.280" W.T., ERW, API5L GRX42/X52, PSL2, BARE 200 LF PIPE, 6" x 0.280" W.T., ERW APISL GR X42JX52, PSL2, 35BC 12-18 MILS FBE COA FM) 41D 6 LF PIPE, 3" x 0.300" W.T., SMLS, API5L GR X52, PSL1, BARE 43B 6 LF PIPE, 2" x 0.218" W.T., SMLS, APISL GRX42, PSLI, BARE 191D 2 EA TEE, 3" x 0.300" W.T., STRAIGHT, CARBON S Ill,, WPC PER ASTM A234, GRY52, DIMENSIONS PER ANSI B16.9 193B 2 EA TEE, 2" x 0.218" W.T., STRAIGHT, CARBON S 1'EEL, WPC PER ASTM A234, GRY42,DIMENSIONS PER ANSI B16.9 232D 2 EA TEE, 8" x 4", 0.375" x 0.337" W.T., REDUCING CARBON STEEL, WPC PER ASTM A234, GR Y52, DIMENSIONS PER ANSI B16.9 236B 2 EA TIE, 6" x 2", 0.280" x 0.218" W T., REDUCING, CARBON STEEL, WPC PER ASTMA234,GRY42, DIMENSIONS PER ANSI B16.9 337 2 EA REDUCER, 4" x 3", 0.337" x 0.300" W.T., CONCENTRIC, CARBON STEEL, WPC PER ASTM A234, GR Y52, DIMENSIONS PER ANSI B16.9 460DC 2 EA FLANG; 8" ANSI 1500 x7.785" ID., RTJWN, CARBON STEEL, PER ASTM A105, GRF52, DIMENSIONS PER ANSI B16.5 476BA 2 EA FLANGE, 6" ANSI 600 x6.065" ID.., RTJWN, CARBON STEEL PER ASTM A 105, GR F42, DIMENSIONS PER ANSI B16.5 496DC 8 EA FLANGE, 3" ANSI 1500 x2.900" I D RTJWN, CARBON , STEEL, PER ASTM A 105, GR F52, DIMENSIONS PER ANSI B16 5 MATERIAL LIST SIs1•. r4roY , � 'Sxi r r Y � � . 496DB 2 EA 7. FLANGE,BLIND, 3" ANSI 1500, RTJ, CARBON STEEL, PER ASTM A105, GR F52, DIMENSIONS PER ANSI B16.5 511BA 8 EA FLANGF, 2" ANSI 600 x 1.939" I.D., RTJWN, CARBON STEEL, PER ASTM A105, GRF42, DIMENSIONS PER ANSI B16.5 511BB 2 EA FLANGE, BLIND, 2" ANSI 600 RTJ,CARBON STEEL, PER ASTM A105, GR. F42, DIMENSIONS PER ANSI B16.5 660C 2 EA FLANGE RING 8" ANSI 1500 R50, 304 STAINLESS S1al.,DIMENSIONS PER ASMEB16.20AND ANSI B16.5 676 2EA FLANGE RING 6" ANSI 600 R45, 304 STAINLESS SIELL, DIMENSIONS PER ASME B16.20 AND ANSI B16.5 696C 8 EA FIANGERING 3" ANSI 1500, RINGR35, 304 STAINLESS STFFI, DIMENSIONS PERASMEB16.20 AND B16.5 711 8 EA FLANGERINQ 2" ANSI 600 R23, 304 STAINLESS STILT., DIMENSIONS PER ASME B16.20 AND ANSI B16.5 860C 2 SETS STUD BOLTS, 1-5/8" x 12-3/4", ASTM A193 GR B-7, C/W 2 HEAVY HEX NUTS, ASTM/A194 GR. 2H, CAD PLATED DIMENSIONS PER ANSI B16.5 (8" ANSI 1500RTJ, 12 PER SET) 876 2 SETS STUD BOLTS, 1" x6.3/4", ASTM A193 GR. B-7, C/W 2 HEAVYHHEXNUTS, PLATED ASTM A194 GR 2H, CAD DIMENSIONS PER ANSI B16.5 (6" ANSI 600RTJ 12 PER SET) 896C 8 SETS STUD BOLTS 1-1/8" x7', ASTM A193 GR B-7, C/W 2 HEAVY HEX NUTS, A194 GR 2H, CAD PIATED.DIMENSIONS PER ANSI B16.5 (3" ANSI 15OORTJ, 8 PER SET) MATERIAL LIST ^i �L�:2�vCa.. Hui - STUD BOLTS, 5/8" x4-1/4", ASTM A 193 GR B-7, C/W 2 HEAVY HEX NUTS, A STM A194 GR 2H, CAD 911 8 SEI S PLATED. RTJ, 8 PER DIMENSIONS SET) PER ANSI B16.5 (2" ANSI 600 WEI DOLET 3/4" ON 3" TO 10", 6000# CLASS, 995 2 EA CARBON STFFJ PER ASTM A105. , THREDOI.FT, 3/4" NPT ON FLAT, 6000# CLASS, 1005 q EA CARBON STEEL, PER ASTM A105 PLUG, 3/4" NPT THREADED, CARBON STEEL PER 1033 2 EA ASTM A105, 6000# CLASS HEX HEAD PLUG, 1/2" NPT THREADED, STAINLESS STFFI 1034 6 EA , 600D# CLASS, HEX HEAD COUPLING, 3/4" x 1/2" NPT, 6000# CLASS, CARBON 1081 2 EA STEEL, PER ASTM A105 AND ASTM A234, GR Y42IY52, DIMENSIONS PER ANSI B16.9 VALVE, GATE, 6" ANSI 600 RTJ, CARBON STFFI BODY, STAINLESS STFFJ 17-4 PH STEM, ENP 2344 1 EA GATES, FLUOROELASTOMER SEALS, EQUIPPED WITH ROTORK MOTOR ACTUATOR, PER API6D, WKM SAF-T-SEAL TOI1M TRIM. VALVE, GATE, 2" ANSI 600, RTJ, CARBON S TIEL BODY, STAINLESS STEEL STEM, ENP GA IE 2641 2 EA FLOUROELASTOMER SEAI S, PER API6D, DEMCO DM OR EQUIV. VALVE, GATE, EXTENDII I BODY, OS&Y, 3/4" 0-LET 2814 2 EA x3/4" FNPT, FORGED STEEL, CLASS 1500, BONNEY FORGE 9VOLLIO OR EQUIV. MATERIAL LIST 2919 4 EA VALVE, STEEL CLASS, NEEDLE, BODY& 3/4" MNPT x 1/2" FNPT, STAINLESS STEM, INTEGRAL SEAT, 6000# AGCO H71 VIS-46Q OR EQUIV. 5083D 1 FA INDUCTION TAN, BEND, 8" x 0.375" W T N kW, 90°, 5D, 1' , APISL GR X52 PSL2, BARE, PER ASMEB16.49 5083DC 2 EA INDUCTION TAN, PER BEND, APISL GR ASMEB16.49 8" x 0.375" W.T., ERW, 90°, 5D, 1' X52 PSL2, 12-18 MITS FBE COATED, 5085B 1 EA INDUCTION BEND, TAN, API5L GR 6" x 0.280" W T, ERW, 90°, 5D, 1' X42/X52, BARE, PER A SME B 16.49 5085BC 2 EA INDUCTION TAN, PER BEND, 6" x 0.280" W.T., ERW, 90°, 5D, 1' APISL GR A SME B 16.49 X42/X52, 12-18 MILS FBE COATED, 5133D 1 FA INDUCTION TAN, BEND, 8" x 0.375" W.T., ERW, 45°, 5D, 1' APISL GR X52, BARE, PER ASMEB16.49 5133DC 3 EA INDUCTION TAN, ASMEB16.49 BEND, 8" x 0.375" W.T., ERW, 45°, 5D, I' APISL GR X52, 12-18MPS FBECOATED,PER 5135B lEA INDUCTION TAN, BEND, 6" x 0.280" W T ERW, 45°, 5D, 1' , APISL GR X42/X52, BARE, PER ASME B16.49 5135BC 3 EA INDUCTION BEND, TAN, , APISL 6" x 0.280" W T., ERW, 45°, 5D, 1' GR X42/X52, 12-18 MILS FBE COATED, PER ASME B 16.49 DRAWING NO. 5125D-4201 5125D-4301 REFERENCE DRAWING TITLE PIPING PLAN PIPING SECTIONS do DETAILS NO. REVISIONS BY CHKD DATE NO. A B REVISIONS ISSUED FOR CLIENT APPROVAL ISSUED FOR BID BY GAW GAW CHKD DAW DAW DATE 07/14/04 09/02/04 SCALE: NONE DRAWN: SNC DESIGNED: DATE 07/08/04 C REVISED MATERIALS GAW DAW 11/29/04 PROD. ENG DAW 07/12/04 CHECKED: APP'D: TITLE DIXIE FARM RD WIDENING PROJECT PEARLAND BLOCK VALVE SITE BILL OF MATERIALS EQUISTfR DWG NO. REV. 5125D-4901 I C JOB NO.: 5125.000 GENERAL ONE LINE DIAGRAMS CIRCUIT PROTECTORS SCHEMATIC & WIRING DIAGRAMS MECHANICAL SWITCHES AVAILABLE g 1-1 08/31/2004 oNAAP m o` 0 O 0 GENERAL RESISTOR VARIABLE RESISTOR OR RHEOSTAT GENERAL CAPACITOR ADJUSTABLE CAPACITOR FUSE (REPLACE XXX W/FUSE CURRENT INTERRUPTING RATING) SURGE OR UGHTNING ARRESTER LAMP COLOR = EL=RED, D=GREEN, A=AMBER a=BLUE, 115VWRITE PUSH TO TEST LAMP COLOR = R=RED, a=GREEN, A -AMBER $=BLUE, 12=WHITE STATIC OR SURGE CAPACITOR RELAY OR OPERATING COL DEVICE NUMBER SOLENOID COIL EARTH GROUND CHASSIS GROUND MOLDED CASE CIRCUIT BREAKER • = AMPACITY i= POLES • AT MCC BREAKER • AF •P = NUMBER OF POLES• AT = AMPERE TRIP RATING •AF S. FRAME RATING (IN AMPS) MOTOR • = HORSEPOWER RATING MOTOR OPERATED VALVE MAGNETIC CONTACT • = STARTER SIZE DUAL FUNCTION SWITCHGEAR APPARATUS OR MITERING INSTRUMENT • = 2ND DEICE NUMBER SWITCHGEAR APPARATUS OR ME IttHNG INSTRUMENT • = DEICE NUMBER (FROM INDICATING METER UST ON SHEET 2) METER INSTRUMENT • DEVICE NUMBER (FROM INDICATING MtitN UST ON SHEET 2) FUSED CUTOUT • A = MELTING CURRENT (IN AMPS) LINETYPES MCC, SIWTCHGEAR ENCLOSURE UNITS OR AREA UNITS MAIN BUS SECONDARY BUS FIELD OR RACK MOUNTED ENCLOSURE RELAY OR CONTACT TRIP SIGNAL ENFRAI DISCONNECT SWITCH TRANSFER SWITCH (SPD1) DRAWOUT CARRIAGE MOUNTED FUSE •A = MELTING CURRENT (IN AMPS) DRAWOUT DEVICE (1:1:), WYE CONNECTED GENERATOR V, •Hz, •Kw • KVo 4 WARE, WYE 0 DEI TA CONNECTED GENERATOR *V, *Hz, •Kw • KVA ppf • I, 3 WRE, DELTA NEUTRAL GROUNDING RESISTOR THERMAL OVERLOAD HEATER MAGNETIC OVERLOAD I AC AC REACTOR SPACE HEATER HALFWAVE RECTIFIER FULLWAVE RECTIFIER —1111I1II-- BATTERY TC SHUNT TRIP PHOTOELECTRIC CELL TIME CLACK SHUNT TRIP DEVICE TEST JACK TRANSFORMERS WINDINGS KVA PRI LOW VOLTAGE POWER TRANSFORMER SEC TAG KVA AMAl PRI MEDIUM VOLTAGE POWER TRANSFORMER PHASE /yyyn SEC Z XXXX/Y E TBIGFCT CURRENT TRANSFORMER TOM = MAXIMUM MEASURED CURRENT Y - MAXIMUM SIGNAL CURRENT Z - NUMBER OF PHASES GROUND FAULT CURRENT TRANSFORMER ZERO SEQUENCE CURRENT TRANSFORMER POTENTIAL TRANSFORMER XXX = PRIMARY VOLTAGE YYY = SECONDARY VOLTAGE Z = NUMBER OF' PHASES AI-312IIAII— XXX/Y CONNECTIONS n /I\ L 1 POTENTIAL TRANSFORMER (FUSED) XXX = MAXIMUM MEASURED CURRENT Y - MAXIMUM SIGNAL CURRENT Z - NUMBER OF PHASES A = MELTING CURRENT (IN AMPS) 30, 3 WRE, DELTA 30, 3 HIRE, DELTA, GROUNDED 30, 4 WRE, DELTA, CENTER TAP 30, 4 WARE, DELTA, CENTER TAP, GROUNDED NEUTRAL 30, 3 HIRE, OPEN DELTA 30, 3 WIRE, OPEN DELTA, GROUNDED 30, 3 HIRE, OPEN DELTA CENTER TAP, GROUNDED 30, 3 WARE, DELTA, HI-RESSTANCE GROUNDING RESISTOR 30, 4 WARE, WYE OR STAR 30, 4 WRE, WYE OR STAR, GROUNDED NEUTRAL GENERAL tn ID co QUICK FUSE DISCONNECT SNITCH LOW VOLTAGE (UNDER 600V) CIRCUIT BREAKER W/THERMAL/ MAGNETIC TRIP LOW VOLTAGE CIRCUIT BREAKER W/MAGNETIC TRIP LOW VOLTAGE CIRCUIT BREAKER: DRAWOUT TYPE MEDIUM CR HIGH AC VOLTAGE (ABOVE 1000V) CIRCUIT BREAKER DRAWOUT TYPE MEDIUM OR HIGH AC VOLTAGE (ABOVE 1000V) CONTACTOR DRAWOUT TYPE MAGNETIC STARTER 1T STARTER CONTACT • = STARTER SIZE THERMAL OVERLOAD COMBINATION MAGNETIC STARTER & CIRCUIT BREAKER CIRCUIT BREAKER STARTER CONTACT • = STARTER SIZE THERMAL OVERLOAD COMBINATION MAGNETIC STARTER & FUSED DISCONNECT FUSED DISCONNECT •A = MELTING CURRENT (IN AMPS) STARTER CONTACT • = STARTER SIZE THERMAL OVERLOAD COMBINATION POWER TRANSFORMER & DRAWOUT FUSE DRAWOUT CURRENT LIMITING FUSE TAG KVA \.A....l.l PRI -- PRIMARY VOLTAGE PHASE rvy . SEC -- SECONDARY VOLTAGE REVERSING MAGNETIC STARTER & CIRCUIT BREAKER 7 / •F•TR • AT • AF • CIRCUIT BREAKER P - NUMBER OF POLES *AT = AMPERE TRIP RATING •AF = FRAME RATING (IN AMPS) DUAL STARTER CONTACTS • = STARTER SIZE THERMAL OVERLOAD BASIC CONTACT ASSEMBLIES 0-1 Ho O O NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT LIMIT SWITCHES lS lS 02C O p LDS p V NORMALLY OPEN CONTACT, CIRCUIT CLOSING NORMALLY CLOSED CONTACT, CIRCUIT OPENING (MAKE), MOMENTARY OR SPRING RETURN (N.0.) (BREAK), MOMENTARY OR SPRING RETURN (N.C.) PUSHBUTTON O 0 2.12 alma O 0 SWITCHES NORMALLY OPEN SNATCH, CIRCUIT CLOSING (MAKE), MOMENTARY OR SPRING RETURN NORMALLY CLOSED SNITCH, CIRCUIT OPENING (BREAK), MOMENTARY OR SPRING RETURN TWO POLE, MOMENTARY OR SPRING RETURN ONE CONTACT EACH N.O. & N.C. FLOW SWITCHES t NORMALLY OPEN CLOSES CR INCREASED FLOW NORMALLY CLOSED OPENS ON INCREASED FLOW LIQUID LEVEL SWITCHES t NORMALLY OPEN CLOSES ON RISING LEVEL NORMALLY CLOSED OPENS ON RISING LEVEL PRESSURE SWITCHES 0 NORMALLY OPEN CLOSES ON RISING PRESSURE NORMALLY CLOSED OPENS ON RISNG PRESSURE TEMPERATURE SWITCHES o TS NORMALLY OPEN CLOSES ON RISNG TEMPERATURE NORMALLY CLOSED OPENS ON RISNG TEMPERATURE THERMOSTAT, W/OEAD BANG TIME DELAY SWITCHES TD NORMALLY OPEN SWITCH WITH TIME DELAY CLOSING UPON ENERGIZING COL NCRMALLY CLOSED SWITCH WITH TIME DELAY OPENING UPON ENERGIZING COL NORMALLY OPEN SWITCH WITH TIME DELAY CLOSING UPON DE -ENERGIZING COIL NORMALLY CLOSED SWITCH WITH TIME DELAY OPENING UPON DE -ENERGIZING COL VIBRATION SWITCHES NORMALLY CLOSED OPENS ON INCREASING VIBRATION 0 NORMALLY OPEN CLOSES ON INCREASING VIBRATION GENERAL F 0 H A H 0 A L s P S R T 0 S S E L T B v S OFF HAND .00 AUTO O H 0 O A LOCAL CONTROL PANEL FAST -OFF -SLOW PUSHBUTTON HAND -AUTOMATIC SNITCH HAND-OFF SWITCH HAND -OFF -AUTOMATIC SWITCH LEVEL SWATCH PRESSURE SWITCH RESISTIVE THERMAL DEVICE STOP PUSHBUTTON START -STOP PUSHBUTTON SELECTOR SWITCH LOCAL TERMINAL BOX TEMPERATURE SWITCH OR THERMOSTAT VIBRATION STITCH HAND -OFF -AUTO SELECTOR SWITCH DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. REVISIONS BY CHKD DATE SCALE' NONE DATE TITLE: A ISSUED FOR CLIENT APPROVAL GAW DAW 09/02/04 DRAM ER 07/10/04 DESIGNED: ER 07/10/04 FARM RD. WIDENING PROJECT E�'USTAR PROJ. ENG.: DAW 08/31/04 PEARLAND BLOCK VALVE SITE \.i91XIE CHECKED: E/I SYMBOLS AND LEGEND APP'D: DWG NO. REV. 5125D-5001 A JOB NO.: 5125.000 A PLANS DEVICE NUMBERS FOR SWITCHGEAR APPARATUS PREFIX AND SUFFIX LETTERS INDICATING METER LIST ABBREVIATIONS LINETYPES CONDUIT ABOVE GROUND CONDUIT BOUNDARY OR AREA UMITS FLEXIBLE CONDUIT BURIED GROUND CONDUCTOR, SIZE AS NOTED OVERHEAD POWER UNE ~or I. swoop —r~NM r-r--r-or -r -or UNDERGROUND CONDUIT OR CONDUIT BANK MEE& G J • 1 c•) POWER 8 �PNLI • • • rs i SECTION CALLOUT • = SECTION LETTER DETAIL CALLOUT • - DETAIL LETTER / = DRAWWG NUMBER WHERE DETAIL IS SHOWN CONDUIT CALLOUT • - CONDUIT NUMBER P = POWER L = LIGHTING C = CONTROL 1 = INSTRUMENTATION MATERIAL CALLOUT • = MATERIAL DESIGNATOR MOTOR TRANSFORMER PANEL • = PANEL NUMBER JUNCTION BOX • = BOX NUMBER PULL BOX • = BOX NUMBER MOTOR STARTER OR CONTACTOR aDISCONNECT SWITCH POWER POLE W/GUY WARE SINGLE RECEPTACLE DUPLEX RECEPTACLE WELDING RECEPTACLE THERMOSTAT 1 J O 1 CONDUIT SEAL CONDUIT TURNING AWAY FROM OBSERVER CONDUIT TURNING TOWARD OBSERVER CONDUIT CAP INSTRUMENT • INSTRUMENT INSTRUMENT CALLOUT • - INSTRUMENT LETTER DESIGNATOR(S) f = INSTRUMENT NUMBER GROUNDING ■ 0 OAT GROUND TEST WELL GROUND ROD EXOTHERMIC CONNECTION BOLTS) CONNECTION AIR TERMINAL LIGHTING • H9 S S3 S4 • - FIXTURE TAG SURFACE, PENDANT OR CEIUNG SUSPENDED WMINAJRE POLE OR STANCHION MOUNTED LUMINAIRE WALL MOUNTED LUMINAIRE SURFACE, PENDANT OR CEIUNG SUSPENDED FLUORESCENT FIXTURE FLUORESCENT STRIP FIXTURE WALL MOUNTED FLUORESCENT FIXTURE EXIT FIXTURE, ARROWS INDICATE DIRECTION OF FACE ARROWS WALL MOUNTED EXIT FIXTURE POLE MOUNTED FLOODUGHT, ARROWS INDICATE DIRECTION OF BEAM EMERGENCY EGRESS UGHT FIXTURE (WITH TWO LAMP HEADS) SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH COMMUNICATION. ED BELL AUDIBLE SIGNAL TELEPHONE 1 MASTER ELEMENT 2 TIME -DELAY STARTING, OR CLOSING RELAY 3 CHECKING OR INTERLOCKING RELAY 4 MASTER CONTACTOR 5 STOPPING DEVICE 6 STARTING CIRCUIT BREAKER 7 ANODE CIRCUIT BREAKER 8 CONTROL POWER DISCONNECTING DEVICE 9 REVERSING DEVICE 10 UNIT SEQUENCE SWITCH • 11 FOR FUTURE APPUCATTONS 12 OVER -SPEED DEVICE 13 SYNCHRONOUS SPEED DEVICE 14 UNDER -SPEED DEMCE 15 SPEED OR FREQUENCY, MATCHING DEVICE • 16 FOR FUTURE APPLICATIONS 17 SHUNTING OR DISCHARGE SWITCH 18 ACCELERATING OR DECELERATING DEVICE 19 STARTING -TO -RUNNING TRANSITION CONTACTOR 20 ELECTRICALLY OPERATED VALVE 21 DISTANCE RELAY 22 EQUAUZER CIRCUIT BREAKER 23 TEMPERATURE CONTROL DEVICE • 24 FOR FUTURE APPUCATIONS 25 SYNCHRONIZING OR SYNCHRONISM -CHECK DEVICE 26 APPARATUS THERMAL DEVICE 27 UNDERVOLTAGE RELAY 28 FUME DETECTOR 29 ISOLATING CONTACTOR 30 ANNUNCIATOR RELAY 31 SEPARATE EXCITATION DEVICE 32 DIRECTIONAL POWER RELAY 33 POSITION SWITCH 34 MASTER SEQUENCE DEVICE 35 BRUSH -OPERATING, OR SUP RING -SHORT-CIRCUITING DEVICE 38 POLARITY OR POLARIZING VOLTAGE DEVICE 37 UNDERCURRENT OR UNDERPOWER DEVICE 38 BEARING PROTECTIVE DEVICE 39 MECHANICAL CONDITION MONITOR 40 FIELD RELAY 41 FIELD CIRCUIT BREAKER 42 RUNNING CIRCUIT BREAKER 43 MANUAL TRANSFER OR SELECTOR DEVICE 44 UNIT SEQUENCE STARTING RELAY 45 ATMOSPHERIC CONDITION MONITOR 46 REVERSE -PHASE, OR PHASE -BALANCE, CURRENT RELAY 47 PHASE -SEQUENCE VOLTAGE RELAY 48 INCOMPLETE SEQUENCE RELAY 49 MACHINE, OR TRANSFORMER, THERMAL RELAY 50 INSTANTANEOUS OVERCURRENT, OR RATE -OF -RISE RELAY 50G INSTANTANEOUS OVERCURRENT, GROUND FAULT RELAY 51 AC TIME OVERCURRENT RELAY 52 AC CIRCUIT BREAKER (MEDIUM & HIGH AC VOLTAGE) 53 EXCITER OR DC GENERATOR RELAY • 54 FOR FUTURE APPUCATIONS 55 POWER FACTOR RELAY 56 FIELD APPLICATION RELAY 57 SHORT-CIRCUITING OR GROUNDING DEVICE 58 RECTIFICATION FAILURE RELAY 59 OVERVOLTAGE RELAY 60 VOLTAGE CURRENT BALANCE RELAY • 61 FOR FUTURE APPUCATIONS 62 TIME -DELAY STOPPING OR OPENING RELAY 63 PRESSURE SWITCH 64 GROUND PROTECTIVE RELAY 65 GOVERNOR 66 NOTCHING OR JOGGING DEVICE 67 AC DIRECTIONAL OVERCURRENT RELAY 68 BLOCKING RELAY 69 PERMISSIVE CONTROL DEVICE 70 RHEOSTAT 71 LEVEL SNITCH 72 DC CIRCUIT BREAKER 73 LOAD -RESISTOR CONTACTOR 74 ALARM RELAY 75 POSITION CHANGING MECHANISM 76 DC OVERCURRENT RELAY 77 PULSE TRANSMITTER 78 PHASE ANGLE MEASURING, OR OUT -OF -STEP PROTECTIVE RELAY 79 AC RECORDNG RELAY 80 FLOW SWITCH 81 FREQUENCY RELAY 82 DC RECLODNG RELAY 83 AUTOMATIC SELECTIVE CONTROL OR TRANSFER RELAY 84 OPERATING MECHANISM 85 CARRIER OR PILOT -WIRE RECEIVER RELAY 86 LOCKING -CUT RELAY 87 DIFFERENTIAL PROTECTIVE RELAY 88 AUXILIARY MOTOR OR MOTOR GENERATOR 89 UNE SNITCH 90 REGULATING DEVICE 91 VOLTAGE DIRECTIONAL RELAY 92 VOLTAGE AND POWER DIRECTIONAL RELAY 93 FIELD CHANGING CONTACTOR 94 TRIPPING OR TRIP -FREE RELAY 95 ONLY FOR SPECIFIC APPLICATIONS NOT COVERED BY 1 THRU 94 96 ONLY FOR SPECIFIC APPUCATIONS NOT COVERED BY 1 THRU 94 97 ONLY FOR SPECIFIC APPLICATIONS NOT COVERED BY 1 THRU 94 98 ONLY FOR SPECIFIC APPLICATIONS NOT COVERED BY 1 THRU 94 99 ONLY FOR SPECIFIC APPUCARONS NOT COVERED BY 1 IHRU 94 • NUMBERS RESERVED FOR FUTURE APPLICATIONS MAIN DEVICES A - ALARM OR AUXILIARY POWER, OR AMPACITY AC - ALTERNATING CURRENT AF - AMP FRAME AN - ANODE AT - AMP TRIP B - BATTERY, OR BLOWER, OR BUS BK - BRAKE BL - BLOCK (VALVE) BP - BYPASS BT - BUS 11E C - CAPACITOR CA - CATHODE CH - CHECK (VALVE) D - DISCHARGE (VALVE) DC - DIRECT CURRENT E EXCITER F - FEEDER OR FIELD, OR FILAMENT, OR FILTER, OR FAN • G - GENERATOR, OR GROUND H - HEATER, OR HOUSING HP - HORSEPOWER L - UNE OR LOGIC M - MOTOR, OR METERING MCP - MOTOR CIRCUIT PROTECTOR • N - NETWORK, CO NEUTRAL P - PUMP OR PHASE COMPARISCN, OR POLES PB - PULLBOX R - REACTOR, OR RECTIFIER S - SYNCHRONIZING OR SECONDARY OR SUMP OR SUCTION (VALVE) T - TRANSFORMER, OR THYRATRON TH - TRANSFORMER (HIGH VOLTAGE SIDE) IL - TRANSFORMER (LOW VOLTAGE SIDE) DI - TELEMETER U - UNIT ✓ - VOLTS • Mpg SUFFIX N IS GENERALLY USED IN PREFERENCE TO 'C' FOR DEVICES CONNECTED TO THE SECONDARY NEUTRAL OF CURRENT TRANSFORMERS, OR TO THE SECONDARY OF A CURRENT TRANSFORMER WHOSE PRIMARY WINDING IS LOCATED IN THE NEUTRAL OF A MACHINE OR POWER TRANSFORMER. HOWEVER, IN THE CASE OF TRANSMISSION UNE RELAYING, THE SUFFIX 'G' IS MORE COMMONLY USED FOR THOSE RELAYS THAT OPERATE ON GROUND FAULTS. AUXILIARY DEVICES SFPARATF AUXILIARY oFW'11f C - CLOSING RELAY OR CONTACTOR CL - AU)OUARY RELAY CLOSED (ENERGIZED WHEN MAIN DEVICE IS IN CLOSED POSITION) CS - CONTROL SWITCH D - 'DOWN' POSITION -SWITCH RELAY F - FORWARD CONTACT FOR REVERSING STARTER L - LOWERING RELAY O - OPENING RELAY OR CONTACTOR OP - AUXILIARY RELAY, OPEN (ENERGIZED MIDI MAIN DEVICE IS IN OPEN POSITION) PB - PUSHBUTTON R - RAISING RELAY OR REVERSE CONTACT FOR REVERSING STARTER STOP - SINGLE THROW DOUBLE POLE U - 'UP' POSIRON-SWITCH RELAY X - USER CHOICE Y - AUXILIARY RELAY Z - POSITION /giUATIN( A - AIR CR AMPERES, OR ALTERNATING C - CURRENT D - DIRECT, OR DISCHARGE E - ELECTROLYTE F - FREQUENCY, OR FLOW, OR FAULT H - EXPLOSIVE J - DIFFERENTIAL L - LEVEL, OR LIQUID P - POWER, OR PRESSURE PF - POWER FACTOR O - OIL S - SPEED, OR SUCTION, OR SMOKE T - TEMPERATURE ✓ - VOLTAGE, OR VOLTS, OR VACUUM VAR - REACTIVE POWER VB - VIBRATION W - WATER, OR WATTS, OR WIRE A AN BSW DM ET F GO 1 KW OHM PF PH PI RD REC SEQ SYN TLM TT uA V VA VARH WH AMP MEIER AMPERE -HOUR METER BASIC SEDIMENT AND WATER DEMAND METER ELAPSED TIME MEIER FREQUENCY METER GROUND DETECTOR INDICATING METER JOULES WATT METER OHM METER POWER FACTOR METER PHASE MEIER POSITION INDICATOR RECORDING DEMAND METER RECORDING METER SEQUENCE PANEL SYNCHROSCOPE TELEMETER TOTAL TIME METER MICROAMMETER VOLT MLitt( VOLT - AMP METER VARHOUR METER WATTHOUR MEIER AC8 - MR CIRCUIT BREAKER CP - CONTROL PANEL FOS - FAST -OFF -SLOW HA - HAND -AUTO HO - HAND-OFF HOA - HAND -OFF -AUTO IMP - IMPEDANCE KCM - KILO CIRCULAR MILS KV - KILOVOLTS KVA - KILOVOLT -AMPERES KVAR - KILOVOLT -AMPERES REACTIVE LS - LEVEL SWITCH MCM - MIW (000) CIRCULAR MILS OCB - CIL CIRCUIT BREAKER PS - PRESSURE SWITCH RID - RESISTIVE THERMAL DEVICE S - STOP SEL - SELECTOR SEQ - SEQUENCER SEC - SECONDARY FAULT CURRENT SS - START -STOP TB - TERMINAL BOX TS - TEMPERATURE SWITCH OR THERMOSTAT VCB - VACUUM CIRCUIT BREAKER VS - VIBRATION SWITCH W - WIRE r - PHASE DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. REVISIONS BY CHKD DATE SCALE: NONE DATE A ISSUED FOR CLIENT APPROVAL GAW DAW 09/02/04 DRAWN: ER DESIGNED: ER 07/14/04 07/10/04 PROJ. ENG.: DAW CHECKED: 08/31/04 APPID: TITLE: DIXIE FARM RD. WIDENING PROJECT PEARLAND BLOCK VALVE SITE E/I SYMBOLS AND LEGEND EQUISTfR DWG NO. REV. A JOB NO.: 5125.000 5125D-5001B GENERAL NOTES - ELECTRICAL AND INSTRUMENTATION 1. INSTALLATION OF INSTRUMENTS 3, INSPECTION AND TESTING (CONTINUED) 5. WIRE & CABLE SYSTEMS (CONTINUED) 1.1 FIELD MOUNTED INSTRUMENTS SHALL BE MOUNTED ON FLOOR STANDS, 3.2 IN GENERAL THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM THE TESTS 5.5 INSTRUMENTATION WIRE SHOULD BE MULTI -CONDUCTOR #18 AWG MINIMUM, 6.5 ALL CONDUIT SUPPORTS SHALL BE GALVANIZED. THE USE OF PERFORATED STRUCTURAL STEEL, MASONRY STRUCTURES OR EQUIPMENT AS SHOWN ON DRAWINGS. AND INSPECTIONS AS FOLLOWS: STRANDED -COPPER WITH 300-VOLT, 75'C, XLPE OR PVC INSULATION STRAP OR PLUMBERS STRAP IS NOT PERMITTED. INSTRUMENTS SHALL NOT BE MOUNTED ON FIRE -PROOFED WITH AN OUTER PVC JACKET. WIRE MAY BE SINGLE OR MULTI -PAIR 3.2.1 MEMBERS. THE INSTALLER ALL TUBING CONNECTIONS SHALL BE LEAK TESTED USING A STANDARD 6.6 IN CROSSING OF PIPING, THE CONDUIT SHOULD CLEAR THE PIPE BY A MINIMUM SHALL ASSURE THAT THE MOUNTING HARDWARE IS IN OR TRIAD, INDIVIDUALLY SHIELDED INCLUDING TINNED -COPPER PLACE PRIOR TO FIREPROOFING. MOUNTING HARDWARE ATTACHED TO MASONRY SOAP TYPE FLUID AND A MINIMUM PRESSURE OF 30 PSIG AIR OR OF 6 INCHES. NITROGEN. DRAIN WIRE AS REQUIRED. ALL PAIRS SHOULD BE TWISTED. SHALL BE PAINTED OR GALVANIZED PRIOR TO MOUNTING TO ELIMINATE RUST 6.7 EXPOSED CONDUITS IN BUILDINGS, UNLESS OTHERWISE SPECIFIED OR SHOWN DISCOLORATION OF THE MASONRY. 5.6 THERMOCOUPLE EXTENSION WIRE INSULATION SHOULD BE #20 AWG AND BE 3.2.2 PRIOR TO ENERGIZING ANY CONTROL LOOP OR CIRCUIT, THE CONTRACTOR ON THE DRAWINGS, SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS, 1.2 INSTRUMENT CASES SHALL BE POSITIONED SUCH THAT DOORS MAY BE FULLY SHALL INSPECT AND VERIFY ALL WIRING, FROM POINT TO POINT, TO INSULATED SUITABLE FOR THE TEMPERATURE OF THE LOCATION IN WHICH WIRE CEILINGS, BEAMS AND COLUMNS. OPENED, COVERS ARE FULLY REMOVABLE, VENT HOLES ARE NOT BLOCKED AND ENSURE THAT THE WIRING HAS BEEN INSTALLED IN ACCORDANCE WITH IS TO BE INSTALLED. ADJUSTMENT SCREWS, VALVES, WIRING AND PIPING CONNECTIONS ARE ACCESSIBLE. THE DRAWINGS. TESTING SHALL INCLUDE LOOP RESISTANCE, PROPER 5.7 HIGH -VOLTAGE CABLES SHALL NOT BE ROUTED WITH 600-VOLT OR LOWER GROUNDING, AND SHIELD TERMINATIONS. WIRING MAY BE CHECKED ELECTRICAL WIRING OR WITH COMMUNICATION, INSTRUMENT OR CONTROL CABLES 1.3 INSTRUMENT CASES SHALL NOT BE MOUNTED ADJACENT TO HOT OR VIBRATING USING MANUFACTURERS' TEST SETS, OHMMETER OR POWER PHONES. A EQUIPMENT AND SHALL NOT BE MOUNTED UNDER DRAIN POINTS NOR MEGGER SHALL BE USED ONLY FOR INSULATION TEST AND CONTRACTOR 5.8 CONTROL POWER WIRING SHOULD BE TERMINATED WITH PRE -INSULATED IMMEDIATELY ABOVE VENT POINTS. SHALL BE RESPONSIBLE FOR ANY INSULATION DAMAGE FROM TERMINALS; RING -LUG TYPE IS PREFERRED; SPADE -LUG TYPE IS ACCEPTABLE. APPLIED MEGGER VOLTAGE. 1.4 INSTRUMENTS ARE TO BE MOUNTED PLUMB AND LEVEL AND IN AN UPRIGHT 5.9 ALL CONDUCTORS SHOULD BE IDENTIFIED AT EACH END WITH PERMANENTLY POSITION UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 3.2.3 ALL INSTRUMENT GROUNDING SHALL IMPRINTED WIRE MARKERS INDICATING CIRCUIT AND WIRE DESIGNATION. BE TESTED TO ASSURE THAT RESISTANCE TO GROUND IS LESS THAN FIVE OHMS OR AS SPECIFIED ON 1.5 ALL IDENTIFICATION TAGS SHALL BE LEFT SECURELY ATTACHED TO THE THE DRAWINGS. 5.10 CABLE ON REELS AND WIRE IN COILS SHALL BE PROTECTED DURING SHIPMENT, INSTRUMENT AND SHALL NOT BE REMOVED DURING INSTALLATION. STORAGE AND HANDLING. THE ENDS OF CABLES SHALL BE TAPED WHILE ON 3.2.4 EACH INSTRUMENT LOOP SHALL BE LOOP TESTED TO ASSURE THAT THE 1.6 ALL INSTRUMENTATION SHALL BE CONDUIT SEALED IN ACCORDANCE WITH ARTICLE REELS AND AFTER INSTAUATION. TAPE WILL BE REMOVED ONLY WHEN READY ENTIRE LOOP OPERATES AS IT WAS DESIGNED. 501-5 OF THE NATIONAL ELECTRICAL CODE, LATEST EDITION, UNLESS SPECIFICALLY TO TERMINATE WIRE. EXEMPTED BY MANUFACTURER'S LABEL. 3.2.5 EACH INSTRUMENT SHALL BE CAUBRATED TO ITS SPECIFIED ACCURACY TO 5.11 CONDUCTORS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION. 1.7 ALL DEVICES ARE SHOWN IN SHELF POSITION, UNLESS NOTED FINAL CONTACTS ASSURE THAT IT OPERATES AS IT WAS DESIGNED INCLUDING A CABLES SHALL NOT BE SPUCED TO MAKE USE OF SHORT LENGTHS AND SHALL FUNCTIONAL CHECK OF THE INSTRUMENT AND RELATED EQUIPMENT. TO BE DEItRMINED BY SITE INSPECTOR AT TIME OF TERMINATION. NOT BE CUT FOR CONVENIENCE OF PULLING. MANUFACTURER'S INSTRUCTIONS CALIBRATION AND CHECK-OUT OF ALL INSTRUMENTATION SHALL BE IN ACCORDANCE WIN MANUFACTURERS RECOMMENDED TESTING AND OR RECOMMENDATIONS FOR INSTALLATION, WIRING ACCESSORIES OR OTHER WIRING MATERIALS SHALL BE FOLLOWED CALIBRATION PROCEDURES. 2. INSTALLATION OF TUBING 5.12 WHERE MULTI -CONDUCTOR CABLES ENTER CONTROL PANELS AND CABINETS, THE OUItN JACKET SHALL NOT BE SINIPPED BEYOND THE POINT WHERE THE FIRST 4. RACEWAY SYSTEMS CONDUCTOR LEAVES THE CABLE TO CONNECT TO THE TERMINAL STRIP. IF 2.1 THREADED FITTINGS OTHER THAN TUBING FERRULES AND TUBE NUTS SHALL BE JACKET IS STRIPPED IN EXCESS OF THE ABOVE FROM ANY CABLE, THE CABLE MADE UP USING TEFLON TAPE. CARE SHALL BE TAKEN TO ASSURE THAT THE 4.1 IT IS PREFERRED THAT CONDUIT BE ROUTED IN CABLE TRAYS WHERE PRACTICAL. SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. TAPE IS APPLIED TO THE MALE THREAD ONLY AND DOES NOT ENIEH THE 4.2 YARD CONDUIT (AND CABLE) SYSTEMS SHALL BE SEALED TO PREVENT THE INSIDE OF THE CONNECTION. 5.13 THE PULLING OF THE WIRING INTO CONDUIT OR OTHER RACEWAYS SHALL BE PASSAGE OF HAZARDOUS SUBSTANCES FROM HAZARDOUS TO LESS HAZARDOUS DONE WITH ALL POSSIBLE CARE. THE CABLE REELS OR COILS SHALL BE SET 2.2 PRIOR TO CONNECTING TUBING TO AN INSTRUMENT OR ACCESSORY, THE SUPPLY CLASSIFIED AREAS IN ACCORDANCE WITH NEC REQUIREMENTS. UP IN SUCH A WAY THAT THE CONDUCTOR MAY BE TRAINED INTO THE OR SENSING LINES SHALL BE BLOWN FREE OF MOISTURE, LOOSE SCALE AND RACEWAY AS DIRECTLY AS POSSIBLE WITH A MINIMUM NUMBER OF CHANGES 4.3 CONDUIT MAY BE ROD ItU ALONG STATION CO-ORDINATES OR POINT TO POINT FOREIGN MATTER. ON ANGLES AND SHOULD BE NEATLY GROUPED IN A COMMON TRENCH WHERE OF DIRECTION AND BENDING. WHERE SEVERAL CABLES ARE CONTAINED IN ONE CONDUIT, ALL SUCH CABLES SHALL BE PULLED TOGETHER. PUWNG 2.3 TUBING INSTALLED IN TRAYS SHALL BE IN AN ORDERLY ARRAY ALLOWING SOME PRACTICAL. PULL POINTS SHALL BE PROVIDED AS SHOWN ON DRAWINGS FOR COMPOUND OR POWDERED SOAPSTONE SHALL BE COMPATIBLE WITH THE CABLE SLACK AND BE FIRMLY SECURED TO THE TRAY BY MEANS OF NEC COMPLIANCE AND TO REDUCE PUWNG TENSION TO ACCEPTABLE LIMITS CUPS OR INSULATION AND APPROVED FOR USE BY THE CABLE MANUFACTURER. CABLE CLAMPS. CARE SHALL BE TAKEN WHEN CLAMPING TUBING IN PLACE TO DURING INSTALLATION OF CONDUCTORS. CONDUIT RUNS SHALL BE MARKED PUWNG TENSIONS SHALL NOT EXCEED VALUES SPECIFIED BY THE CABLE ASSURE THAT TIGHTENING OF THE CLAMPS DOES NOT RESULT IN DAMAGE TO WITH PERMANENT MARKERS. THE TUBING. MANUFACTURER. 4.4 MOTORS SHALL BE CONNECTED WITH SEALTITE CONDUIT OF SUFFICIENT LENGTH 5.14 ALL CONDUCTORS SHALL BE TERMINATED IN STRICT ACCORDANCE WITH THE 2.4 TUBING SHALL BE BENT USING A STANDARD TYPE BENDING TOOL AND CARE TO ALLOW MECHANICAL DISCONNECTION OF MOTOR AND DRIVEN UNIT ONLY. MANUFACTURES' RECOMMENDED METHODS. PARTICULAR CARE AND COMPLIANCE SHALL. BE TAKEN TO ASSURE THAT A REASONABLE BENDING RADIUS IS GENERAL USE OF FLEXIBLE CONDUIT WILL NOT BE PERMITTED. WITH MANUFACTURERS' INSTRUCTIONS SHALL BE UTILIZED IN CONNECTION WIN MAINTAINED AND TUBING IS NOT FLATTENED OR PINCHED. 4.5 ALL 4160 VAC AND ALL CONDUIT UNDER ROADS WILL BE CONCREIt ENCASED TERMINATING HIGH VOLTAGE CABLES ALL CONDUCTORS SHALL BE CLEAN WHEN WITH RED CONNECTIONS 2.5 CUTTING OF TUBING SHALL BE DONE WITH A STANDARD TYPE TUBING CUTTER. CONCRETE. ARE MADE. WIRES, BUS BARS, AND POINTS OF CONTACT SHALL ENDS SHALL BE CUT 90' TO THE WALL OF THE TUBING AND SHALL BE REAMED BE CLEANED WITH STEEL WOOL OR SANDPAPER TO REMOVE OXIDES AND DIRT. TO THE ORIGINAL INSIDE DIAMETER TO THE TUBE. ALL CHIPS OR SHAVINGS 5.15 POWER CABLE FOR ALL CIRCUITS 440 VOLTS AND ABOVE SHALL BE SHALL BE REMOVED. 5. WIRE AND CABLE SYSTEMS IDENTIFIED AT TERMINATIONS AND BOXES WITH HEAVY GAUGE STAMPED ALUMINUM BANDS. NUMBERED OR LEVERED WIRE 2.6 TUBING TERMINATIONS SHALL MARKERS SHALL BE BE SECURELY CLAMPED SUCH THAT NO STRAIN IS 5.1 USE OF STRANDED COPPER CONDUCTORS IS PREFERRED. INSTALLED ON MOTOR, IMPOSED ON THE TUBING FITTING OF THE INSTRUMENT CONTROL AND INSTRUMENT LEADS AND THERMOCOUPLES AND TO PREVENT ANY VIBRATIONS. 5.2 POWER CABLE FOR 51N SERVICE SHOULD BE RATED FOR 51CV UNGROUNDED AT ALL TERMINAL POINTS. IDENTIFICATION SHALL BE IN ACCORDANCE WITH SERVICE AND SHOULD HAVE SHIELDED CONDUCTORS WITH 90'C, EPR OR THE DRAWINGS. COLORED WIRE MARKERS SHALL BE INSTALLED ON ALL 2.7 TUBING FITTINGS SHALL BE MADE UP IN ACCORDANCE WITH MANUFACTURER'S FEEDERS AND INSULATED GROUND LEADS AT ALL TERMINAL POINTS WHERE MINERAL -FILLED XLPE INSULATION, AN OVERALL SHIELD AND A NEOPRENE OR INSTRUCTIONS AND METHODS. HYPALON JACKET. CABLE FOR INSTALLATION IN CABLE TRAY SHOULD HAVE COLOR CODED WIRE IS NOT USED. METAL CLAD OR INTERLOCKED GALVANIZED STEEL ARMOR WITH OUTER JACKETS. 2.8 TUBING SHALL BE SUPPORTED AS NECESSARY WHEN NOT INSTALLED IN A TRAY ALL METAL CLAD CABLE SHOULD HAVE A FLAME RETARDANT JACKET. OR OTHER CARRIER. TUBING MAY BE BANDED OR CLAMPED TOGETHER TO PROVIDE SUPPORT FOR MULTIPLE TUBING TO THE SAME INSTRUMENT. 6. INSTALLATION 5.3 MULTI -CONDUCTOR CABLE TRAY RAItU (TC), CABLES SHALL BE USED TO THE GREATEST EXTENT POSSIBLE, SINGLE CONDUCTOR WIRE MAY BE USED 2.9 CAPILLARY TUBING SHALL BE INSTALLED WITHOUT SHARP BENDS AND INSIDE BUILDINGS FOR LIGHTING AND SMALL POWER LOADS WHERE IN 6.1 BEFORE INSTALLATION, THE INTERIOR AND EXItHIOR OF ALL CONDUIT AND SUPPORTED AS NECCESSARY TO PREVENT ITS DAMAGE. CONDUIT (MAY NOT EXIT TO TRAY) ALL INSTRUMENTATION AND CONTROL FITTINGS SHALL BE INSPECTED WILL USE MULTI CONDUCTOR TC RATED CABLE. AND CLEANED OF ALL DIRT, CUTTINGS AND OTHER FOREIGN MATERIALS 3. INSPECTION AND TESTING 5.4 POWER WIRING FOR 600-VOLT SERVICE (480, 280/120 OR 240 VAC 6.2 CONDUITS SHALL NOT BE FASTENED TO REMOVABLE MEMBERS. CONDUIT OR 24 - 125 VDC) SHOULD BE SELECTED IN ACCORDANCE WITH NEC HANGERS SHALL BE SUPPORTED FROM BUILDINGS AND STRUCTURES AND NOT REQUIREMENTS, DESIGN CONDITIONS AND MATERIAL AVAILABIUTY. FROM GENERALLY, THE PREFERRED INSULATION EQUIPMENT OR FLOOR GRATING. 3.1 THE CONTRACTOR SHALL TEST AND CALIBRATE THE ENTIRE INSTRUMENTATION TYPE FOR #6 AWG AND LARGER IS 600-VOLT, 90t, FILLED CROSS-UNKED POLYETHYLENE, XHHW. THE 6.3 CONNECTIONS TO NON -HAZARDOUS INTERIOR BOXES, PANELS, EQUIPMENT AND SYSTEM IN THE PRESENCE OF THE COMPANY REPRESENTATIVE TO ENSURE THAT PREFERRED INSULATION TYPE FOR CONDUCTORS SMALLER THAN AWG RELATED ITEMS SHALL BE MADE WITH DOUBLE LOCKNUTS, ONE INSIDE ALL INSTRUMENT LOOPS ARE FREE OF LEAKS SHORT CIRCUITS, GROUNDS #6 AND ONE AND ARE PROPERLY CONNECTED, AS PER CONSTRUCTION SPECIFICATION 1102. IS 600-VOLT, 75t, NW OR THWN. OUTSIDE, WITH AN INSULATING BUSHING ON EACH END OF THE CONDUIT IN ADDITION TO LOCKNUTS. OUTDOOR CONNECTIONS SHALL BE MADE WITH "MYERS" HUBS OR APPROVED EQUAL. 6.4 ALL CONDUITS SHALL HAVE THEIR ENDS PLUGGED BY CAPS, WOOD PLUGS OR OTHER APPROVED MEANS DURING CONSTRUCTION WORK. DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. SCALE: REVISIONS BY CHKD DATE NONE DATE TITLE' A ISSUED FOR CLIENT APPROVAL. GAW DAW 09/02/04 DRAWN: ER 7/17/07 DESIGNED: ER 7/1/04 D I X I E FARM R D . WIDENING PROJECT Eau AR PROJ. PEARLAND BLOCK VALVE SITE \i ENG.: DAW 08/31/04 CHECKED: E/I GENERAL NOTES APP'D: DWG NO. REV. JOB NO.: 5125.000 5125D-5002 A :\B10Mee\Egvbtvr\5123.000\Flee\512511-5101.Ewg 1-4 09/01/2004 w z GRAVEL DRIVE {12' DOUBLE GATE 2/0 THW GREEN GROUND WIRE NOTE 2 I-202 I-203 4"x4"x24" WIREWAY (P 202 ) r� P 201 ( I-201A)- ®my, num (I-202A )} 5301 CONDUIT DUCTBANK ENCASED IN CONCRETE RTU/CONTROL BUILDING 8'x10' STORAGE CABINET UPS BATTERY RACK RS-3I- 1 �i 'IP111'- ' II RS-1 RS-2 '+ 2 AWG ij GROUND WIRE TAP (TYP.) 1 (I203) (I 202 ) 1201 ) 4 TOWER FOUNDATION (TOWER REMOVED) NOTE 1 • • L-CONDUITS ROUTED 120/240VAC AND SUPPORTED DISTRIBUTION BENEATH RTU BUILDING PANEL CONCRETE BARRIER (TIP.) MOV xxxx 4C 201A) P-201A u • x x NOTES: 1. CONTRACTOR SHALL RUN NEW CONDUITS FOR THE POWER TO MOVS (P-201 & P-202), MAKE NEW PENETRATIONS INTO THE RN BUILDING AND TERMINATE CONDUIT CONNECTIONS IN THE POWER DISTRIBUTION PANEL, COIL & TAPE CONDUCTORS INSIDE PANEL, PRIOR TO SCHEDULED SHUT DOWN. WHEN THE SITE IS SHUT DOWN, CONTRACTOR SHALL FINALIZE CONDUCTOR TERMINATIONS AND SHALL NOT ENERGIZE CIRCUITS UNTIL APPROVED BY COMPANY FEUD PERSONNEL 2. CONTRACTOR SHALL INSTALL A NEW 4"X4"X24" WREWAY AS SHOWN, RUN & TERMINATE NEW CONDUITS, PULL NEW CONDUCTORS, COL & TAPE CONDUCTORS INSIDE WIREWAY PRIOR TO STATION SHUT DOWN. AFTER THE SCHEDULED SHUT DOWN, CONTRACTOR SHALL DISMANTLE EXISTING CONDUIT RUNS TO RTU PANEL, AND RUN NEW CONDUIT FROM WIREWAY TO RTU PANEL EXISTING CONDUIT ENTRY INTO RTU PANEL SHALL BE REUSED TO THE GREATEST EXTENT POSSIBLE �T �1 Fist?.. th...4 Lim a+, xxvm1 .i a.. i pin m7noct' DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. REVISIONS BY CHKD DATE SCALE: 1/4" = 1'-0" DATE TITLE: A ISSUED FOR CLIENT APPROVAL GAW DAW 9/02/04 DRAWN: ER 07/14/04 DESIGNED: ER 07/14/04 D I X I E FARM RD WIDENING PROJECT EQu)�a PROD. ENO.: PEARLAND BLOCK VALVE SITE " DAW 08/31/04 CHECKED: ELECTRICAL PLOT PLAN APP'D: DWG N0. REV. 51 25D-51 01 JOB NO.: 5125.000 A 5102.60 i 40 08/31 SOURCE R Er soivi'iiiiii d L I BELOW GRADE LOCATION SUCH AS A SUMP OR TRENCH Fa OSA DIVISION 1 DIVISION 2 GRADE DISTANCE IN FEET L B Q 20 10 2 NOTE: SHOWN FOR PIPING INSTALLED ABOVE GRADE. ALSO APPUES TO BURIED PIPING WITH ABOVE GRADE VENTS, SUCH AS MOTOR OPERATED VALVE BODY BURIED AND THE MOTOR OPERATOR ABOVE GRADE OUTDOORS — PIPING WITH VALVES. SCREWED FITTINGS. FLANGES OR SIMILAR ACCESSORIES HANDLING FI AMMABLE LIQUIDS OR HIGHLY VOLITILE LIQUIDS. AL$0 COVERS SAMPLING SYSTEMS J 4S]RUMFNTATION AND INSTRUMENT —SIZED PUMPS. AGSFO ON API RP-5011 EDGE OF WIDENED DIXIE FARM ROAD R.O.W. scf ♦r ; 0 0 POLE - • POLE EXISTING NEW w z a A • PROPERTY UNE w z a 'm n EXISTING H NEW II II 11 11 H 11 (150'-0') GRAVEL DRIVE POLE FENCE UNE X X X wPara Ader •,. •A-%)/� - TOWER FOUNDATION (TOWER REMOVED) CONCRETE BARRIER (TYP.) X X til DX F x 0 I 1 -4 PIPELINE .. _? ► q_6_PIPEIINE _ _ _ -i DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. REVISIONS BY CHKD DATE SCALE' 1"=10' DATE A ISSUED FOR CLIENT APPROVAL 09/02/04 DRAWN: ER DESIGNED: ER 07/14/04 07/14/04 PROJ. ENG.: DAW 08/31/04 CHECKED: APP'D: TITLE: DIXIE FARM RD WIDENING PROJECT PEARLAND BLOCK VALVE SITE ELEC. HAZ AREA CLASSIFICATION CliCrrna VV4i lap anal as SP ola Da lasI lap a Val PIA m-ma EQUISTfR DWG NO. REV. JOB NO.: 5125.000 5125D-5102 A 6 a ( I-201A i' GRADE t SEALTITE CONNECTOR LBY� TEMPERATURE TRANSMITTER • • PHENOLIC COUPLING (TYP. 3) TO CONTROL BUILDING MA RS PULIPOINT FLAKEUNE 252 PIPE DOPE PIPE TAPE 2 LAYERS HALF LAPPED PULL POINT RS-3 PRESSURE TRANSMITTER SEE PLAN DWG. FOR LOCATION UQUIDRTE FLEXIBLE METALLIC CONDUIT SEALTITE) 18' MAX. TYP.) ti1• 1i��! I' RIGID GALV. STEEL CONDO T i2/0 THW GREEN INSULATED COPPER WIRE (RUN) #2 THW GREEN INSULATED COPPER WIRE (TAP) CADWELD "T" DETAIL SCALE : CONCRETE SUPPORT 1 203 ) (I 202 ) • 201 DETAIL 1 PULL POINT RS-2 SCALE : N T.S. CONCRETE SUPPORT 4 REDUCING BUSHING OF NEEDED) — UQUIDT1TE FLEXIBLE METAWC CONDUIT (SEALTITE) us' MAX. (TYP.) L , EYS (TYP.) CONCRETE SUPPORT TYPICAL VALVE AND TRANSMITTERS INSTALLATION DETAIL SCALE • N T.S. 6 a PULL PANT RS-1 Waxer RS BOX (TIP.) C (C 202A) (C 201A) PIPE. SUPPORT (TYP.) 1 I 1 .411 \�=va.r.L=_ 1' EYS (rep.) CONCRETE SUPPORT 1 P 201 ) P-202 ) 1' LBY (TYP.) GRADE P ( P-202A) FINISHED GRADE TO CONTROL BUILDING NA RS PULLPOINT 1' RIGID CALM. STEEL CONDUIT 201A) GND SIZE WIRE BURNDY CAT. NO. DRILL SIZE & TAP j2 KC23 3/13'-18 #2/0 KC26 1/2-13 NUT NOT USED ON MOTORS, DRILL AND TAP. (SEE NOTE 7) BURNDY SERVIT POST -SIZE PER TABLE GROUND CABLE EQUIPMENT FLAT SURFACE CABLE TO EQUIPMENT GROUNDING DETAIL SCALE • N T.S. 2 NOTES: 3' x 3* M 1/4' PLATE (IF NECESSARY) CRIMP LUG (BURNDY /YA2C) #2 THW GREEN INSULATED COPPER WIRE CRIMP LUG ATTACHMENT DETAIL 3 SCALE • N T.S. ♦ NOTE 7 MYERSHUB 4'X4'X24' NEMA 3R WIREWAY —EXISTING CONDUIT PENETRATIONS NOTE 6 LJ U C 201 C-202 C-203 1-201 1-202 1-203 NEW ___J I CONDUIT _____JJ DUCTBANK UxI • NEW GROUN TAP • • • i. . 1•(P 202) EXISTING + 1• (P 201 ) GROUND J I ! J CONTROL BUILDING EXTERIOR ELEVATION (LOOKING EAST) DETAIL 5 SCALE : N T.S. 1, ALL BELOW GRADE GROUND WIRE SPLICES OR TAPS SHALL BE MADE WITH 'CADWBLD' OR EQUAL PROCESS. ALL EQUIPMENT SHALL BE GROUNDED WITH SERMT POSTS OR OTHER MECHANICAL CLAMPS OR FASTENERS AS NOTED ON DETAIL DRAWINGS. GROUND WIRE SHALL BE RUN BELOW GRADE. THE GROUND WIRE, WHEN INSTALLED PARALLEL TO OR CROSSING A CONDUIT BANK SHALL NOT BE ENCASED IN CONCRETE. 4. MAIN GROUND WIRE SHALL BE 2/0 AWG STRANDED THW GREEN COPPER (RUN). 5. REDUCED SIZE GROUND WIRE TAPS, WHERE NOTED WILL BE 12 AWG STRANDED THW GREEN COPPER (TAP). CONTRACTOR SHALL RUN NEW CONDUITS FOR THE POWER TO MOVS (P-201 & P-202), MAKE NEW PENETRATIONS INTO THE RTU BUILDING AND TERMINATE CONDUIT CONNECTIONS IN THE POWER DISTRIBUTION PANEL, COIL & TAPE CONDUCTORS INSIDE PANEL., PRIOR TO SCHEDULED SHUTDOWN. WHEN THE SIZE IS SHUT/DOWN, CONTRACTOR SHALL FINALIZE CONDUCTORS TERMINATIONS AND SHALL NOT ENERGIZE CIRCUITS UNTIL APPROVED BY COMPANY FIELD PERSONNEL 7. CONTRACTOR SHALL INSTALL A NEW 4'X4'X24' WARE WAY AS SHOWN, RUN & TERMINATE NEW CONDUITS, PULL NEW CONDUCTORS, COIL & TAPE CONDUTTRS INSIDE WIRE WAY PRIOR TO STATION SHUTDOWN. AFTER THE SCHEDULED SHUTDOWN, CONTRACTOR SHALL DISMANTLE EXISTING CONDUIT RUNS TO RTU PANEL, AND RUN NEW CONDUIT FROM WIRE WAY TO RN PANEL. DGSTWG CONDUIT ENTRY INTO RTU PANEL SHALL BE REUSED TO THE GREATEST EXTENT POSSIBLE. GRADE DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. REVISIONS BY CHKD DATE SCALE: NONE DATE A ISSUED FOR CLIENT APPROVAL 09/02/04 DRAWN: MM 07/22/04 DESIGNED: ER 07/21/04 PROJ. ENG.: DAW CHECKED: APP'D: TITLE* DIXIE FARM RD.WIDENING PROJECT ELECTRICAL INSTRUMENTATION MISCELLANEOUS DETAILS EQUISTfR DWG NO. 5125D-5301 REV. JOB NO.: A CONTROL BUILDING FIELD RTU CONTROL PANEL 11T-YYYY (+) POWER DISTRIBUTION PANEL RELAY OUTPUT CARD NOTE 1 DISCRETE INPUT CARD oo MIS, tot 12 0 CKTS, 14 8 16 5 �0 ((0 0 MOV-XXXX OPEN MOV-XXXX MOV-YYYY ANALOG INPUT CARD MOV-XXXX-1 CLOSE .'tT. MOV-XXXX-RET MOV-XXXX-2 OPEN J. T MOV-YYYY-t MOV-YYYY-RET NOV-NM-2 STATUS COMMON MOV-)DO(X OPEN MOV-XXXX CLOSE STATUS COMMON MOV-YYW OPEN MOV-YYYY CLOSE AI A3 MOV-)CXXX-COM OV-XXXX-3 OV-XXXX-4 OV-YYYY- 1 P 201 ) PULL POINT RS-I OV-YYYY-3 OV-YYYY-4 NOTE 2 PIT-X%XX (-) P 202 ) rC-201 ) i• C 202 4'X4'X24' WIRE MAY l ///��i• ///��` C 203 ) SPARE 24 VDC (-) TIT-XXXX (-) PIT-YYYY (-) 11T-YYYY (-) PIT-YYYY ( TIT-)1xXX PT XXXX +) r 24 WC(- 24 WC POWER SUPPLY r(I 203 ) SPARE PULL POINT RS-2 P 201A) 1'(P 2010) J PULL POINT RS-3 \ t' 1202 (C-202A) C 201A) 201A ) • TBX-X 41 Tex-X 51 202A CL2 NOTE 2 8" MAINUNE MOV-XXXX J PIT- XXXX (+) PIT- XXXX (-) 1IT- XXXX (+) 1 BT- XXXX (-) OPEN COMMAND CLOSE COMMAND COMMAND COMMON STATUS COMMON OPEN STATUS CLOSED STATUS PIT 11T 6" MAINLINE MOV-XXXX OPEN COMMAND CLOSE COMMAND COMMAND COMMON STATUS COMMON OPEN STATUS CLOSED STATUS PIT-YYYY (+) PIT-YYYY TIT- XXXX (+) TIT- XXXX (-) + ` PIT NOTES: 8' MAINUNE PRESSURE TRANSMITTER 8' MMNUNE TEMPERATURE TRANSMITTER 6' MAINUNE PRESSURE TRANSMITTER 6' MAINUNE TEMPERATURE TRANSMITTER 1. MIRE TERMINATIONS TO BE DONE BY EOUISTAR FIELD PERSONNEL 2. CONTRACTOR SHALL COORDINATE VATH FIELD PERSONNEL TO RECORD TERMINAL BLOC( NUMBERS AND ANY OTHER PERTINENT INFORMATION ON THESE DRAWINGS, TO BE USED FOR AS -BUILT DRAWING SET. DRAWING NO. REFERENCE DRAWING TITLE N REVISIONS BY CHKD DATE NO REVISIONS BY CHKD DATE SCALE* NONE DA ISSUED FOR CLIENT APPROVAL 09/02/04 DRAWN: M 07/27/04 DESIGNED: ER 7/23/04 PROJ. ENG.: DAW CHECKED 08/31/04 APP'D: JOB NO.: 5125.000 TITLE: DIXIE FARM RD.WIDENING PROJECT PEARLAND BLOCK VALVE SITE E/I WIRING -INTERCONNECTION DIAGRAM EQUISTfR DWG NO. 5125D-5401 R DRAWING NO. CONDUIT AND CABLE SCHEDULE CONDUIT SIZE WIRE SIZE ORGINATION POINT TERMINATION POINT REMARKS P-201 1' RGS 4-I/C j10 POWER DISTRIBUTION PANEL PULL POINT RS-1 POWER TO MOV P-201A Is RGS 4-1/C j10 PULL POINT RS-1 MOV-XXXX 8' PL POWER TO MOV P-202 1' RGS 4-1/C j10 PULL POINT RS-1 POWER TO MOV POWER DISTRIBUTION PANEL P-202A 1' RGS 4-1/C #10 PUU. POINT RS-1 MOV-YYYY 6' PL POWER TO MOV C-201 1' RGS 9-1/C 014 R7U PANEL PULL POINT RG-2 CONTROL & STATUS FOR MOV C-201A 1' RGS 9-1/C j14 PULL POINT RS-2 MOV-XXXX 8' PL CONTROL & STATUS FOR MOV C-202 1' RGS 9-I/C j14 RTU PANEL MOV-XICO( 6' INCH PL CONTROL & STATUS FOR MOV C-202A 1' RGS 9 I/C PULL POINT RS-2 MOV-YYYY 6' PL CONTROL & STATUS FOR MOV j14 C-203 1' RGS WIREWAY AT R1U BUILDING PULLPCNT RGS-2 SPARE CONDUIT 1-201 1' RGS 2 PR. #18 SHLD. PUU. POINT RS-3 RTU PANEL PIT AND 71T FOR 8' PL I-201A 1' RGS 2 PR. j18 SHLD. PULL POINT RS-3 TRANSMITTERS ON 8' PL PIT AND 11T FOR 8' PL 1-202 1" RGS 2 PR, j18 SHLD. TRANSMITTERS ON 6' PL PIT MD TIT FOR 6' PL R1U PANEL I-202A 1' RGS 2 PR. j16 SHLD. PULL POINT RS-3 TRANSMITTERS ON 8' PL PIT AND 1IT FOR 6 PL 1-203 1' RCS WREWAY AT RN BUILDING PUUPOINT RGS-3 SPARE CONDUIT 1 1/2'0, W/3 j4, 1 j6 ELECTRIC — METER O 1 1/2'C, W/3 #4, 1 j6 T PANELBOARD RATING: 10, 3 WIRE - 240/120V 100A MCB SOURCE ELECTRICA1. SUERRVVIICEE DROP POWER DISTRIBUTION PANFI SERVICE KVA °ER PILASE C B U L2 d d 1�yj N CIRCUIT NO. °ER�PHASE SERVICE A B ifz Ly .0 1UUA F'-I `` A 8 RECEPTACLES T 20A 2 4 ///�� l !�, %/ . EXTERNAL FEED 1 20A CHARGER 4 . 3 20A SPARE BREAKER �% 5 IIII T 20A / 20A -a �� R. III8 > 8 A/C EXHAUST FAN �� 7 16A -e SPARE BREAKER 9 20A • 20A 10 Vj % C2 MOV -4 SPARE BREAKER /!/�/ • 12 !,�/ 11 20A -+ >- AREA UGHRNG 13 • 20A 14 20A -4 CN1L BLDNG. INSIDE LIGHTING 15 16 /W ^% C3 MOV �,` 20A -4 RECEPTACLES 17 • 18 / SPARE SPACE 20A - RECEPTACLES /,,s 19 18 'A SPARE SPACE J 20A SUB LOAD _ SUB LOAD - TOTAL LOAD _ REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. REVISIONS BY CHKD DATE SCALE: NONE DATE A ISSUED FOR CLIENT APPROVAL 09/02/04 DRAWN: ER 7/23/04 DESIGNED: ER 7/21/04 PROJ. ENG.: DAW CHECKED: 08/31/04 APP'D: TITLE: DIXIE FARM RD.WIDENING PROJECT PEARLAND BLOCK VALVE SITE E/I MISCELLANEOUS SCHEDULES EQUISTAR DWG NO. 5125D-5501 REV. JOB NO.: 5125.000 A I:\BigMac\Equistar\5125.000\51257100.dwg 1=30 08/31/04 16:10 JM R 8 8 7 9 BRAZORIA COUNTY, TEXAS W.D.C. HALL 518 SURVEY, A-70 .M. s 0 r A, Al a I 9ttob LF �' 1� A A, �' (BR-9) ` o wED # N ,0a l A. A �' L.L. BARNES IA A.• .to + N o7 '+o Q PROPOSED e' & 8" a1 `"� PIPELINES 'm 05 o U ro a L a u a .1 vm ,�, , P R. lt� ' // meeT // ............. // moww >< ` if j �-77 P 76 BR-9X \\\ (BR-32) 1 \ v ARDEN C. HILL, ,ki +FT9 g atsP� DIXIE FARM m Ex151x x.,, a RAYo f z � , PLAN WAv o oO to T i +y, fe 2' o fi, t, r "`s o 1 o P•t ,1 Is%0 1l70 1cA\ it\ 1 SCALE EXIST. 50i CAPPED BOTH : 1'= 30' 0'&6'P/Ls IN PLACE SIDES a' witi z +� w +� .. o o V m w 50 m mat mo +� 0 0 +� d anee w 0 Lo o + cn y -76 .o nn m 0 O vl , n m 0 0 1-- �m�WI + 00a + + o re o a: to m C a c 3 + cn o MARKER BOTH SIGNS SIDES f 50 NAT. GRND. 40' G.._., 40 2.4' COV. 3.5' COV }, EXIST. 6" & 8 PA'S /i.// I/ /7 /i 30'-// 30' ' 20 Q PROP. 6' & 8' P/L'S- 4 MIN. COV. T.O.P. ELEV I 28.50' PROP. 6'X5' 20' PROFILE RCB STORM DRAIN SCALE : 1"- 30', HORIZ. & VERT. PIPE SPECIFICATIONS: PPE e625'O.0. x 0375'W.T. 52. API 5t. ERW PIPE COATNF 10-15 MLS OFT FEE PLUS 20-25 WAS DR ROM %FELD COMM T.B.M. - TOP 3/4" I.R. PEPE: 6.625'O.D • 0200'W.T. 42/X52, API 51. ERA PPE CCOOARI. 0 STA. 10249+81, 22261' RT. IS S 20-25 S DR ROM SKEW MATING 10-15 S DSFZO OEM0M LIE ELEV. 41.29' MN. ZEST PRESS: 1500 PSG. 7M SO MINSTALLATIONST�IRMO:440 BORED 2160 PSG F.B 03-150, PGS. 44-68 fly ot.0 Dm 1TI: PROPOSED 6" & 8" P/L'S CROSSING DIXIE CROSSING FARM ROAD, R/W SCAM qED CLINT ARwnL aa"'E' O5J 1/0" 6 EWE* ,m CCAW AW wrogMo4 m m 5125A-7001 B BRAZORIA COUNTY, TEXAS ,ED w. w\5125.000\512510020eq 1+30 0 6 (BR-15BA) W1LLIAM J. WISE, TRUSTEE OE PROP. 6" & 8' PA'S PLAN SCALE : 1'= 30' 50' 40' 30' 20' 10' BRAZORIA COUNTY TEXAS trt tit a10 co Pa W.D.C. HALL SURVEY, A-70 t F.M. 518 PKOP. 16" SAN. SWR. %t DITCH EDGE ROAD fr DIXIE FARM RD. ` 748' ----- EDGE ROAD %TR. L.N. fE 2" GAS LN. % DITCH PROP. 30" RCP s at r\ 3 a z R 1 CO on VI a ( w + I 10354+43 10354+54 lS-T----24' CL DRIVE CULVERT ,n to Id0 I } in - (BR-159) into + CARP MARTIN MAYNOR, et ux ui vi re to en T.O.P. EL. 23.00' to 23 ti' 0 0 0 CX CX tu AH 3 0 cc 1.1 = o o U 0 0 T.O.P. EL 32.00' MARKER SIGNS BOTH SIDES a SIDEWALK - 1 ` 1 I I 1 11 I- t PROP. 6' & 8" P/L'S �v0 2' GAS IN r,/718' MIN. CLR. 6 WMR. LH.-^ 8' EQUISTAR P/L-4' 1 O--PROP. 27" SAN. SWR. T.O.P. ELEV. 28.50' 6" EQUISTAR P,& PROFILE SCALE : 1"- 30' HORIZ. & VERT. PIPE SPECIFICATIONS: PPE 8.825'OA.. O.J75'W.T., X52. API S. ERW POE MATING: 10-15 MLS OR RE PLUS 20- 5 MS OFT ROM 51010 COATING PIPE 6025'0A M'W.T, X42/X52, API 54 ERN PPE COATING 10-15 MAS DR FRE PLUS 20-25 IJ S OFT ROM S*UD MATING MeL YIELD STREWTH: 52.000 PSIC INN. TEST PRESS: 1600 PSG. 2700 PSC VAX OPER. PRESS: 1440 PSG. 21E0 PSG INSTALLATION INTHM: BCREO T.B.M. - TOP OF 20' CONC. CULVERT 53.9' LT. 0 STA. 10354+74 ELEV 38.21' 50' 40' 30' 20' 10' F.B 04-012 PGS. 40-50 Eft 0083 DOE MAIO TOR WENT APPROVAL SSD = TOR RO CAW CAM 07/09/01 m/o2/01 CAWS DESCHER 44/02/04 FPfeOt ran PROPOSED 6" & 8" P/L'S CROSSING DIXIE FARM ROAD, R/W BRAZORIA COUNTY, TEXAS EQUIS9'fR Dwg5T25A-7002 B oVcry Star\5131000\51 W o03.dw0 1-40 H.D. DEVELOPMENT PROPERTIES, L.P. esla Ur PHILLIPS P/1.\Q�33I* 5 U Bs PHILLIPS PA Nrc aom 12" PHILLIPS PA. PROP. 6' & e' PIPELINES PLAN SCALE : 1'a 40' 40' AT. GRND. 10372+83 R/W & PROP. LN. 10372+91 4" CO CO 0 a tn < U owi 1.0 Ort 0 BRAZORIA COUNTY TEXAS W.D.C. HALL SURVEY, A-70 (0R-161) 1 I I I IS` re (BR-161)i f.M. 516. RAY re U —0 o'-n sco U LL tri n 0 10373+66 BACK OF CURB to 1Ti 0 30' -6 PROP. 6" & 8 20' 10' 0 PIPEUNcs MIN. COV. O no 1 10373+83 R/W & PROP. LN 0 (BR-165) MILESTON PARTNERS, LTD 8" 6' EDU7s A £�/sr4R p P/L /11 sr4a p4 MARKER SIGNS BOTH SIDES T.O.P. ELEV 25.74' PROFILE SCALE : 1.= 40' HORIZ. & VERT. PIPE SPECIFICATIONS: PIPE 8.625'0.0. x 0.3 5'W.T.. X52. API S . ERW PIPE COATNO: 10-15 MLS DR FEE PUS 20-25 ILLS DR PIPE 6.625'OD.. a2M'W.T. X42/X5Z API 54. ERR PP CORM 10-15 MILS OR ME PUS 20-25 WL5 DR R 14 . YEW STNNCR* 52,000 SC WN. TEST PRESS: IM O PSG,2700 SC X teat PRESS: 1440 PSG, 2160 PSG nsr a MIN WE1HM: BORED NOTE: Roadway plan and profile drawings - for FM 518 were not supplied to UEI therefor we cannot verify the locations and depths of at! Underground Utilities In this area. Verification of ALL utilities must be done prior to commencement of any construction. ROCK SOSO MARK LICK SKE2D MAING 40' 30' 20' 10' 0 T.B.M. - TOP 5/8" I.R. w/CAP, 61' RT. 0 STA. 10373+83 ELEV. 35.43' F.B. 04-012, PGS. 40-50 0440 A OWED RVI CLEW AP1ROw ISSUED fog eO e7/P7ro1 '/02/01 148488 FOOL 8124 (ION PROPOSED 6" & 8" P/L'S CROSSING F.M. 518, R/W BRAZORIA COUNTY, TEXAS EQUISTPAR 5125A-7003 B DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. REVISIONS BY CHKD DATE SCALE: 1 "=30' DATE A ISSUED FOR CLIENT APPROVAL GAW DAW 07/14/04 DRAWN: MM 07/12/04 B ISSUED FOR BID 09/02/04 DESIGNED: PROJ. ENG.: DAW 07/12/04 TITLE: DIXIE FARM RD WIDENING PROJECT PERMIT DRAWINGS EQU I STPAR CHECKED: APP'D: JOB NO.: 5125.000 DWG NO, REV. 5125D-7100 1 B FILE INFO: I:\81gMac\Equistor\5125.000\Pipeline\51257101Awg 1=30 08/30/04 13:30 JM BRAZORIA COUNTY, TEXAS W.D.0 HALL SURVEY, A-70 "t \ �` \ \o \Q / /o 71.5 v v J axJ\ a ¢EXIST. 8' PIPEUNE /o /oW �o SOUTH CORRIDOR ONE, LTD °D '. x9 \s X ` \\q EXIST. 6' PIP NE 50• \ \� . \` B" EQUISTAR P/L + •V W 6' EQUISTAR P/L '` eo ee,xM..�,o \OA e e e2)61 if \`. ` '°a PO Pp •ti p 9RJ 19• \ q PO SOUTH CORRIDOR ONE, LTD • (BR-167J)\ •� DIXIE FARM ROAD \ PLAN \g \ rL WOODWAY LANE SCALE 4 ce : 1'— 30' 0. z �" U o i J o t^t c3" o o K 0 w e B o re o �, ea ea 0 w t 5 c� ^ 0 m O V y w CASING PIPE TO BE EXTENDED & 03 y at VENT P PES TO BE 40' ui Y + N .- ro + .- + O + o .- ± O + 0et .- + .- + TT .. RELOCATED BOTH ON SIDES �, AT. GEOID 30' 6.0COV. 30 20' \ 10' � EXIST. 6' & 8' P/L'S EXIST. CASING 20 0' 10' PROFILE 0. Srnr : I'm 30' HORIZ. & VERT. CASING SPECIFICATIONS PPE 10.7509O.D. • 0.350'W.T., GRADE 8 PPE POATNG N A T.B.M. - TOP OF 1/2" I.R. W/CAP PIPE 12. OS 0.250'WT.. GRADE 8 P E COATING MN. e. MAX INSTAL/ATOP N/A VELD ENOTN: N/A TEST PRESS.: N/A OPER. PRESS: N/A METHOD: ST SPLIT CASHG 41.8' LT. 0 STA• t0426+79 ELEV. 3222' F.B. 03-157, PGS. 70-73 REASONS MO PROP. CASING EXTENSIONSIt FOR EQUISTAR P/LS X—ING DIXIE FARM ROAD, R/W EQUISTl�aR MED FOS wart AJaA NY. °7/O2/°E DRAM` AN "II" essO fan eo °A,I DW u+ ar/m/04 DAM. DAY 5125A-7004 6 BRAZORIA COUNTY, TEXAS HARRIS COUNTY, TEXAS W.D.C. / HALL / SURVEY, A-23 /�r // \ (HP_ // / 4. / CLEAR CREEK PROPERTIES, LTD / P W I y \/ /4/O o �. �� / QV• \ e 4c/ De / n Q'4271 Uiv p [i' /4/OQ� Co. EXIST. B' PI/PELINE -7�/// r„O /tio/�W // // // EXIST. 6" PI ELIN �/// // EXIST. 6 & 8' PIPELINES / x� °/�y m m b y// yro0D y/ (HA -,A,^/ ^ (HA-X) � / COUNTY OF HARRIS DIXIE FARM ROAD / // R/W // / PLAN / / BRIDGW E SCALE 40' : 1'= 30' -60 a + •- y o +co co - o e + .- d cco 5� + .- 0 w + � w h 0 o w 0z ++ N -- a 0. + N .- 0 W O ea + n - 4-1 40 30' --® awlAT. GRND 30' 20' 6'x5' RCB- 20' c. EXIST. 6/L & 8' P'S T.O.P. ELEV. 13.50'-----...‘ 4' IN. COV. 10' 0' 10' PROFILE 0' SCALE : 1.= 30', HORIZ. & VERT. PIPE SPECIFICATIONS: PPE: t825'0.0. a 0.322'W.T.. X52 AP1 51_ ERW PPE T.B.M. - TOP 3/4 I.R. COATN'BLS 10-15 S DFT FFIRS 20-25 PIS OFT ROO< SHOD GOATRN: 0 PPE: 6.525'0D. x 0.250'W.T., x52/t50 API R. ERW PPE STA. 1382+12, 9.87' LT. COATING 10-15 UILS OFT ESE PLUS 20-25 IPU OFT ROCK SHIELD COMING ELEV. 29.70 MN. NEW SIRENOIt 52,000 PSG. 50,000 PSG MN. TEST PRESS.: 2775 PSG MAX OPER. PRESS.: 2220 PSO NSTAUATON WE11100: BORED F.B 04-012, PGS. 2-5 �°" °•, DRAMA °Si°+AN PROPOSED 6" & 6" P/L'S e MR D W 09h2/G. °P,N,°4 EQUISITfR 0 Mt CROSSING DIXIE FARM ROAD, R/W/Pitt • AB Na HARRIS COUNTY, TEXAS 5125A-7005 8 0 0 INFO -.I: \BlgM00\Equbtar\5125.000\ 51257005 R EXIST. EXIST. HARRIS COUNTY, TEXAS W.D C. HALL SURVEY, A-23 POWER LN. Q DITCH EDGE ROAD o Q. DIXIE FARM RD. EDGE ROAD Q DITCH t w w & re 1 cc y` w m (HA-5X) HA-5) DIXIE FART,/ ROAD, 'H L. LONE .y p ' PIPEJJNE_—__.__._ ea,y1 ' PIPELINE n 10483+78 10483+85 10483+96 _._ _ __ D^ 0 0I 0\ 10484+09 1.157`/ 10484+21 10484+31 PLAN SCALE : 1'= 30' 30' 20' 10 0' 0 to M 0 NAT. GRND. rl WOODWAY LANE / 0) 10483+77 R/W rc rc a 0 )15 o 0.4 0484+58 OLD (HA-6) REPUBUC NATIONAL BANK atA rc CASING PIPE z TO BE EXTENDED rn AND VENT PIPE RELOCATED ON 4 THIS SIDE ONLY 0 0 EXISTING 6' & 8' P/L'S 2.8' COV EXISTING 12" & 10 CASINGS PROFILE SCALE : 1'•• 30' HOWL & VERT. CASING SPECIFICATIONS: PIPE: I0.750'0.D. a 0.2501W.T., [MADE B PPE COATING:. N/A PPE 1L7 0.0. a 0.2NYWT., GRADE 0 PPE COMING N/A UN. WELD SIENGIt N/A MN. TEST PRESS_ N/A MAX OPEN. PRFSs. N A STANATOi MEiNCO: BY SPJJT CASNG T.B.M. - TXDOT 4' ALUM. DISC 0 STA. 10484+97, 92.30' LT, ELEV. 27.27' F.B. 30' 20' 0' 0' 04-012, PGS. 16-20 DINE arum ropt (ma mammy. waft at aSUMtoll to Of/07/°J MO NM PROP. CASING EXTENSIONS FOR EQUISTAR P/LS X—ING DIXIE FARM ROAD, R/W HARRIS COUNTY, TEXAS EQUISTI"tR 5125A-7006 B DRAWING NO. REFERENCE DRAWING TITLE NO. REVISIONS BY CHKD DATE NO. REVISIONS BY CHKD DATE SCALE: DATE A ISSUED FOR CLIENT APPROVAL GAW DAW 07/14/04 DRAWN: MM 07/12/04 e ISSUED FOR BID 09/02/04 DESIGNED: PROJ. ENG.: DAW CHECKED: 07/12/04 APP'D: JOB NO.: 5125.000 TITLE: DIXIE FARM ;D WIDENING PROJECT PERMIT DRAWINGS EQUISTAR DWG NO. 5125D-7101 REV. B