Loading...
HomeMy WebLinkAboutC2018-690 - 11/27/2018 - Approved too r 20181-34.538 DEFERMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This deferment agreement ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and Puerto Los Caballeros (the "Owner") in order to defer the completion of certain required public improvements prior to recording the final plat of Puerto Los Caballeros Tract, Block 1, Lot 1, Corpus Christi, Nueces County, Texas (the "Plat"). A copy of the Plat is attached and incorporated by reference into this Agreement as Exhibit 1. WHEREAS, the Owner is obligated under Section 8.1 of the Unified Development Code ("UDC") to construct the required public improvements before the final Plat is endorsed by the City's City Engineer or Development Services Engineer, as applicable ("City Engineer"); WHEREAS, the Owner is seeking to delay the construction of the required public improvements ("Deferred Improvements") shown in Exhibit 2, which exhibit is attached and incorporated by reference into this Agreement, and to have the Plat filed immediately with the County Clerk of Nueces County, Texas; WHEREAS, in order to have the Plat filed prior to completion of the Deferred Improvements, the Owner agrees to construct the improvements in Exhibit 2; WHEREAS, by signing this Agreement, the Owner represent that they have completed all other subdivision and platting requirements under the UDC including required park dedications; WHEREAS, by signing this Agreement, the Owner represent that they have executed all park deferment agreements, maintenance agreements, and all special covenants required under the UDC, in accordance with the UDC; WHEREAS, the Owner is entering into this Agreement pursuant to Section 8.1.10 of the UDC in order to defer construction and record the final Plat. NOW, THEREFORE, for the consideration set forth in this Agreement, the City and Owner agree as follows: 1. The preamble to this Agreement is substantive content in this Agreement and upon which all parties to this Agreement have relied and will continue to rely during the term of this Agreement. 2. Pursuant to the Owner's representations in the preamble to this Agreement and In rnneirlarofinn (If the Owner's covenants in this Agreement, the City agrees to C2018-690 nt that construction of the Deferred Improvements be 11/27/18 ros, Puerto Los Caballeros Traci, Block 1, Lot 1, 10/17/18(Final) Page 1 of 6 M2018-219 Puerto Los Caballeros SflANNFfl completed before the final Plat is endorsed by the City Engineer and filed for record with the County Clerk of Nueces County, and City further agrees to allow the Owner to delay construction of the Deferred Improvements. 3. Detailed construction drawings must be provided by the Owner and accepted by the City's Development Services Engineer prior to the start of construction of the Deferred Improvements. 4. The Owner shall construct the Deferred Improvements in accordance with the River Acres Water System engineering standards in effect at the time of construction and in accordance with the construction drawings accepted pursuant to the paragraph above. 5. No building permit for vertical structures shall be issued for all or any portion of the real property that is subject of the Plat until the Deferred Improvements are constructed, installed in working order, and accepted by the River Acres Water System in accordance with the provisions of this Agreement. 6. Upon completion of the Deferred Improvements by the Owner as verified by the Assistant City Manager and Director of Development Services and acceptance of the Deferred Improvements by the River Acres Water System, this agreement is terminated. 7. The City and Owner agree that if the Owner formally vacates the current Plat with approval of the Planning Commission, this agreement is terminated. 8. If Owner defaults in any of their covenants or obligations under this Agreement, the City shall not issue any building permits for vertical structure or certificate of occupancy for projects subject of the Plat. 9. The City reserves the right not to issue certificates of occupancy for all or any portion of the real property that is subject of the Plat until the Deferred Improvements are constructed, installed in working order, and accepted by the City Engineer in accordance with the provisions of this Agreement. 10. No party may assign this Agreement or any rights under this Agreement without the prior written approval of the other party and by amendment to this Agreement. 11. By execution of this Agreement, the Owner covenants to construct the Deferred Improvements required by this Agreement, and this covenant shall be a covenant running with the land and authorized by the Owner. The City, at the Owner's expense, shall file for record this Agreement in the official public records of Nueces County. 12. The following Plat note will be added to the Final Plat prior to recordation: No certificate of occupancy or building permit will be issued unless water is available Deferment Agmt Puerto Los Caballeros,Puerto Los CabaNeros Tract,Block 1,Lot 1, 10/17/18(Final) Page 2 of 6 to serve the property and public improvements are constructed pursuant to deferment agreement. 13. No changes or modifications to this Agreement may be made, nor any provisions waived, unless the change or modification is made in writing and signed by persons authorized to sign agreements on behalf of each party. 14. If, for any reason, any section, paragraph, subdivision, clause, provision, phrase, or word of this Agreement or the application thereof to any person or circum- stance is, to any extent, held illegal, invalid, or unenforceable under present or future law or by a final judgment of a court of competent jurisdiction, then the remainder of this Agreement, or the application of said term or provision to persons or circumstances other than those as to which it is held illegal, invalid, or unenforceable, will not be affected thereby, for it is the definite intent of the parties to this Agreement that every section, paragraph, subdivision, clause, provision, phrase, or word of this Agreement be given full force and effect for its purpose. 15. The Owner shall, in compliance with Section 2-349 of the City's Code of Ordinances, complete the City's Disclosure of Interests form, which is attached to this Agreement as Exhibit 3, the contents of which, as a completed form, are incorporated in this Agreement by reference as if fully set out here in its entirety. 16. The Owner shall comply with all federal, state, and local laws, regulations, and rules applicable to performance of this Agreement. 17. This Agreement shall be construed under and in accordance with the laws of the State of Texas, and all obligations of the parties created pursuant to this Agreement are performable in Nueces County, Texas. Venue for all actions arising from or pursuant to this Agreement shall be brought in Nueces County, Texas. 18. Strict performance of the provisions of this Agreement by the Owner is required by the City as a condition of this Agreement. The Owner specifically acknowledge and agree that failure by the Owner to adhere or comply with any term, condition, or requirement of this Agreement constitutes a default of this Agreement. 19. All signatories to this Agreement warrant and guarantee that they have the authority to act on behalf of the person or entity represented and make this Agreement binding and enforceable by their signature. 20. This Agreement is to be executed in One Original, of which constitutes an original document. This Agreement becomes effective and is binding upon and inures to the benefit of the City and Owner and their successors and assigns from and after the date the Agreement has been executed by all signatories. Deferment Agmt Puerto Los Caballeros, Puerto Los Caballeros Tract, Block 1,Lot 1, 10/17/18(Final) Page 3 of 6 (EXECUTION PAGES FOLLOW) Deferment Agmt Puerto Los Caballeros,Puerto Los Caballeros Tract, Block 1,Lot 1, 10/17/18(Final) Page 4 of 6 EXECUTED IN ONE ORIGINAL and made effective this - day of Ca.L � , 20h' . CITY OF CORPUS CHRISTI P. O. Box 9277 Corpus Christi, TX 78469-9277 (361) 826-3240 Office (361) 826-4428 Fax 2///, /' ATTEST: ��_ ,A 4 '.OIL SignatureREB_CCA HUERTA CITY SECRETARY Printed Name: AZ A-64. - 46,1 L, Title: Assistant City Manager, or Designee THE STATE OF TEXAS § COUNTY OF NUECES § This instrument was acknowledged before me on Ubri .2 ( 30 , 20 , by for the City of Corpus Christi, Texas. ;<;:P.P�a•. ULTRA V PENA _°°• ..4)2 ': NOTARY PUBLIC t ' State Texas t , � � ,� ''•'��F,..• Comm.Exp..12-02-2019 Notary Public's Signature APPROVED AS A STANDARD FORM LEGAL DOCUMENT: , 20 CITY ATTORNEY R2— .1e2:2.120, A4-41) saga J.e? Signature 9 Printed Name: L 'L �•-- ..„ Title: Assistant City Attorney SECRETARY Deferment Agmt Puerto Los Caballeros. Puerto Los Caballeros Tract. Block 1. Lot 1. 10/17/18(Final) Page 5 of 6 0 River 1 �. 1 = e 1. �a eightsiliall o F^ 1.)Total platted area contains 39.75 Acres of Land. (Includes Street Dedication) m s n • - t= _ ome v s ---1"mine e"� 2.)The receiving water for the storm water runoff from this property in the Q �L C. Y�,y faeces River upstream of the Calallen Salt Water Intrusion Dam located 1.1 �4 e . Trnittyj miles from faeces Bay and the Oso Creek. The TCEQ has classified the .z ;River L J aquatic life use for this segment of the Nueces River as 'high'. TCEQ also Northwest ealleve categorized the Nuecee River as "contact recreation" use. Additional water CV (per to quality protection measures must be observed for this receiving water due to ffet Reed 024) the TCEQ designation as a "public water supply". The TCEQ has not classified the aquatic life use far the Oso Creek, but It is recognized as an environmentally sensitive area. The Oso Creek flows directly into the Oso Bay. 8 The TCEQ has classified the aquatic life use for the Oso Bay as'exceptional" a: and 'oyster waters" and categorized the receiving water as 'contact g Siesta Log recreation'use. 3 a r—�1 3.)Grid Bearings and Distances shown hereon are referenced to the Texas ounty of Nuecesa Coordinate System of 1963, Texas South Zone 4205, and are based an the City of Corpus Christ) _-----9-90t_•,_____ Location Map: N..S. North American Datum of 1983(2011) Epoch 2010.00. 4.)By graphic plotting only, this property is in Zone "C" on Flood Insurance Rate Map, Community Panel No. 485494 0256 C, City of Corpus Christi, Texas, which bears an effective date of March 18, 1985 and is not in a Special Flood Hazard Area. of Texas 5.)The yard requirement, as depicted is a requirement of the Unified Coutnty of Nueces Development Code and is subject to change as the zoning may change. This final plot of the herein described property was approved by the Department of Development 6.)If any lot is developed with residential use., compliance with open space Services of the City of Corpus Christi,Texas. regulation will be required during the building permit phase. This the day of , 20 William J.Green,P.E. Development Service,Engineer State of Texas County of Nueces Plat of This final plat of the herein described property was approved on behalf of the City of Corpus Christi. Texas by the Planning Commission. Puerto Los Caballeros Tract This the day of 20 m Block 1,Lot 1 x 39.750 Acres, situated in the Marlon ds Nina Nixon-Mendez, FA CP Erre Villarreal, P.E. Secretary Chairman i5 Herrero Grant, Abstract No. 606, Nuecee County, , . Texas, being the same 39.750 Acre Tract described state or Texas -a. in Warranty Deed from 624 Property, LLC, a Texas County of Nueces limited liability company to Puerto Los Caballeros LLC, as recorded in Document No. 2017042666, I,Karo Sande.Clerk of the County Court in and for said County,do hereby certify that the foregoing Official Public Records of Nueces County, Texas. instrument dated the_day of 20,____, with its certificate of authentication wad y flied for record In my office the_day of 20—At_O'clock_M.,and duly recorded the_day of 20_, at _O'clock ___At., In said County In Volume Page Map Records. Witness my hand and seal of the County Court, In and for sold County, at office In Corpus Christi, Texas.the day and year lost written. State of Texas County of Nueces No. Filed for Record Kora Sonde,County Clerk Puerto Los Caballeros.LLC,a Texas limited liability company,hereby certifies that It le the Nueces County.Texas owner of the lands embraced within the boundaries of the foregoing plot; that it has had at O'clock__JA. said lands surveyed and subdivided as Mown; that streets shown are dedicated to the 20 Bp public use forever, that easements as Mown are dedicated to the public use for the Deputy Installation,operation and we of public utilities:and that this map was made for the purpose of description and dedication. Thle the_day of 20.____ State of Tezae County of scones By. Puerto Los Coballarce,LLC,a Texas limited liability company I, James D. Can', a Registered Professional Land Surveyor for Urban Engineering, have prepared the foregoing mop from a survey mode on the ground under my direction and Is true and correct to the beat of my knowledge, information and belief: I haw been engaged under contract to set all Lot and By Block corners as shown herein and to complete such operations with due and reasonable diligence Daniel J.Murphy,member State of Texas consistent with sound professional practice. County of Num. State of Texas County of Nueces Cols final plat approved by the Corpus Christi - Nu.. This the day of 20 County Health Deparbnent. Tile the day of This Instrument was acknowledged before me by Daniel J. Murphy, member of Puerto Lee 20Mall De approved D 020113.Corpus yChpri to sewasewage ste m Coballeras,LLC,a Texas limited liability company,on behalf of said entity in said capacity. yCounty YrnlunrIIar thisdocument shall not Sc raeardedl'; health Deportment prior to Installation. Y• !forany pure and shall not be. used or nerved I; James D.Can;R.P.L.S. This the day of 20_� APED p U i� II or ret ed upon es ahnaf ur e7 do ument 11 Texas License No.6456 Lauren Robe,SPA Nueces County,Wedth DepartmentSubmitted: 1/24/18 Notary Pubic in and for the State of Texas MAY 1 6 2018 IN SCALE: 1" 100' ore JOB f; 1 at 212.00.00 ENGINEERING sNEEr: 1 or 2 PLANNING COMMISSION DRAWN By: xG enc»+.e%.a+ai ew.aw...'.. C Do a by Utill n aD lnneednp c.com ei t /N' 71 . lit n Ami.. 1 I 1 r III J o,, ,I, Y 1 L tee. ; i— 1_ w>o." j Lai g I I ,_: 1 i y 3.` Lot �/' r^ {'__ Mnnwsl`IN I ` I - -_ -_ ___ __-ir'- —— r4'I''!r I roe. ''v, 'rt.Mir tet A-s e; - i i i r 11 _ -f- _++-_ _ ny� T— .. ...--3..3---=--••— pair.*! 4ti ^! _�__ d(i . . _ � m WYk Rose024)�— — -- —_' \ .f .. ----_---4 — >_ -I _____—=_ _r - _I _ _______17 �d r _§ E t.fgg' 1I1 I I I e I X I 7T R"'Ya:& i 7 j 1 Cr J r 1 i I I ri 1 ! i Let ! _ l° ' �I � I $.7.14.163.7 t ; II5:Si' x i � f _ I . _l r I r1v I f+ n ...^„...,..,I:,., . ,100 . I M i I i e I 1 -----_ I ! j i Plat of ----- ' r _ �pOO l�, 1 " d,d '� Puerto Los Caballeros Tract -- I ! W� C� I ue, a,n -sv.oa"".";`e "..., -_ I bdY 2018! Block 1,Lott 0•••,•`a.M ro aT . e Owen.Monument Found I i rc..e,(00".` °•na,"°°'wn s/s men lie„Ree am pollee -__J I PLANNING COMM SIGN 39,750 Acres, situated In the Marlon° Lopez do _ Herrera Grant, Abstract No. 606, !Neese County. °a w"•"I=ea.,,,�e.; ge.t.e w stomped .Fou Texas, being the same 39.750 Acre Trott described "^w•x,° ••ee..a wee.teens in Warranty Deed from 624 Property, LLC, a Texas •vs Inch eon Rea in limited liability company to Puerto Los Caballeros `"`t` t ��0 t Serrdtbe:t//zyle LLC, as recorded In Document No. 2017042666, •5/e Inon imn Rod Four. 0 URS Styr•1'c0 2 Official Public Records of Nueeee County,Texas. Rnic Scale a08 NO.:43212.00.00 0 5/e tion eon Rod with,ed 1•.100 ENGINEERING SHEEP:z m z preset m R corE a. ORANN lir:xe 'UMW ENCR CCIx'SN i2n•llVin wrem AomM,ylrint `tin CONSTRUCTION PLANS FOR WATERLINE EXTENSION SEPTEMBER 2018 PREPARED FOR MURPHY LLC - RAWS CORP. NUECES COUNTY, TEXAS SHEET INDEX ------ i ".'.--1 --� 1 I_k i W 1 COVER SHEET el,' I , 1+l i 2 GENERAL NOTES 7 iii 1 ._ I I L 3 SITE LAYOUT i I 4 WATERLINE ALIGNMENT PROJECT 4A MURPHY DEVELOPMENT LOOP 4 1 LOCAT��N\ � � �� 1 \ ,. %'�, RI 5 STORM WATER POLLUTION i t� �— 1mi.: �'v�l PREVENTION PLAN ` u PROJECT ��� 6 DETAILS 1 OF 2 m LOCATION 4 p�;�- , 7 DETAILS 2 OF 2 = .._:4-- Cr • �-4. ,..P illi :I• \���L%s?3 f BOARD MEMBERS N SIR I _ I IM �� ;1 PRESIDENT KYLE CLARK assrowH r . ■ s a; ,� «a^'" ,�.•sn � n.; ii AI1Iik • CLAUDEBRADSHAWJRIllk ��/ p,„ • ,, ;„ ,; DIRECTOR CHARLES TENPENNEY DIRECTOR RONNIE LIGHTFOOT LOCATION MAP VICINITY MAP FIELD MANAGER BRENT BURKHART YGROW Sera . " CALL BEFORE YOU DIG! PARTICIPANTS REQUEST IB HOURS NOTME BEFORE YOU dO, GRILL,OR BUST-STOP ANO M 0 call llt,i. Mnow a ,.y.; N n ..i. 81 1 D o.ista4ea li 4501 m g THE LONE STAR � HANSON HansonGoIIIhProfessionalarRd. Services Inc. MI MOM 111 w..m NOTIFICATION COMPANY u�,K xmsN AT 1—800-669-8344 Corpus Christi,Texas 78411 El,": +A- OLoPr^Rht Hoovoo Profazmonoi Sera..,nc 20,0 TBPE F-017/TBPLS F-10039500/TBAE F-BR 2458 nor a r nwat of anxta � GENERAL NOTES 1.GENERAL REQUIREMENTS E.IT SHALL BE THE CONTRACTORS RESPONSIBIUIY TO MME CHANGES IN 3.WATERLINE CONSTRUCT/ON A WORK AREAS SHALL BE KEPT.AT ALL TIMES.FREE OF DEBRIS AND WATERUNE GRADES TO PERMIT THE U116 TO PASS ALL UNDERGROUND NDN-HAZARDOUS MATERIAL TO THE SATISFACTION OF THE OWNER. ALL EXISTING UNES.AS AUTHORIZED BY THE ENGINEER,AND IN ACCORDANCE WITH A.ANY WATER DISTRIBUTION SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH L PRIOR TO SCMEWUNG THE PE-IN TO THE EXISTING WATERLINE. PIPING AND CONDUITS SHALL HAVE TEMPORARY PROTECTION DURING CONSTRUCTION. TCEO'S TEXAS ADMINISTRATIVE CODE'CHAPTER 217,SEPARATION THE CURRENT TCEQ RULES MID REGULATIONS FOR PUBLIC WATER SYSTEMS 30 TAC TIE CONTRACTOR SHALL EXCAVATE THE EXISTING PIPING AND CONFIRM THE CONTRACTOR SHALL COORDINATE STORAGE OF MATERIALS.PARKING OF VEHICLES, DISTANCES.INSTALLATION METHODS.MD MATERALS LITILRED MUST MEET CHAPTER 290 SUBCHAPTER D.AND NO PIPE WHICH TAS BEEN USED FOR ANY THE TYPE OF INTERN.SIZE.AND DIMENSIONS. ONCE THIS HAS BEEN AND RESTRICTIONS OF WORK WITH THE OWNER. AFTER PROJECT COMPLETION,THE CHAPTER 290.44(E)OF THE CURRENT RULES. THESE ADJUSTMENTS PURPOSE OTHER THAN THE CONVEYANCE OF DRINKING WATER SHALL BE ACCEPTED COMPLETED,HE MAY ORDER ALL MATERIAL REWIRED FOR THE TIE-IN. SITE SHALL BE CLEANED UP TO RS CONDITION PRIOR TO THE START OF SHALL BE PERFORMED BY THE CONTRACTOR AT NO INCREASE IN THE OR RELOCATED FOR USE IN ANY PUBLIC DRINKING WATER SUPPLY. AE-IN WORK WILL BE THROUGH A JOINT EFFORT BETWEEN THE CONSTRUCTION TO THE SAMFACTON OF THE OWNER. CONTRACT PRICE.NOR ANY ADJUSTMENT TO THE CONTRACT TME DUE LL TICONTRACTOR,ENGINEER.BAFFIN BAY WATER SUPPLY CORPORATION.AND TO DELAYS DUE TO MIRY CONFLICTS, B.ANY CONNECTION TO EXISTING WATERLINES SHALL BE COORDINATED WITH THE KLEBERG COUNTY. ONCE THE TIE-IN WORK HAS COMMENCED ON THE B.THE CONTRACTOR SHALL DISPOSE OF ALL MATERIALS REMOVED WHICH ARE NOT WATERLINE OWNER. THE CONTRACTOR WILL NOT BE ALLOWED TO OPERATE ),SOUL,IT SHALL CONTINUE UNTIL WATER SERVICE HAS BEEN TO BE REINSTALLED OR SALVAGED ON THE PROJECT. DISPOSAL OF MATERIALS SHALL RE-ESTABLISHED. BE THE RESPONSIBILITY OF THE CONTRACTOR. MINIMUM CLEARANCE BETWEEN WATER AND SEWER UNES,MANHOLES EXISTING VALVES WITHOUT PERMISSION FROM THE BAFFIN BAY WATER SUPPLY AND/OR SEPTIC TANK DRANFIELDS AS REQUIRED BY THE TOLL)-DESIGN CORPORATION. C.UNLESS PRIOR PERMISSION IS OBTAINED FROM THE OYNER.THE CONTRACTOR CRITERIA FOR SEWAGE STSILMN STATES THAT WATER AND SEWER UNES M.THE CONTRACTOR SHALL NOT PLACE THE PIPE IN WATER OR WHERE IT SHALL CONFINE ALL CONSTRUCTION ACTIVITY,STAGING,AREAS.ETC.WRHIN THE SHALL BE NO CLOSER TN 9 FEET IN ALL DIRECTIONS AND PARALLEL IEL C.PLASMPIPE FOR USE IN PUBLIC WATER SYSTEMS MUST NEAR THE NATIONAL CAN BE BODED WIIN WATER OR SEWAGE DURING ITS STORAGE OR LIMITS OF CONSTRUCTION. UNES SMALL NOT BE INSTALLED IN THE SAME TRENCH. E THE 9 FEET SANITATION FOUNDATION SEAL OF APPROVAL(NSF-PW). INSTALLATION 0.ADEQUATE BARRICADES,WARNINGS,AND UGHTING WILL BE EMPLOYED FOR SEPARATION CANNOT BE ACHIEVED,THE FOLLOWING SINAL APPLY: SAFETY AND TRAFFIC FLOW. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE A PARALLEL UNES: D.UNLESS OTHERWISE NOTED,ALL NEW MUTERUNES SHALL BE PVC MEETING THESE 4.OIMTWA TEXAS MANUAL OF UNIFORM CONTROL DEVICES FOR SINTLIS AND HIGMYAVS.AT •SEWER UNE SQUALL BE PVC MEETING ASTIR SPECIFICATIONS WITH A MINIMUM MINIMUM REQUIREMENTS: NO SEPARATE PAY. ISO PSI PRESSURE RATING. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AS INDICATED •E.THE CONTRACTOR SHALT REMOVE,REPLACE, RESTORE TO ORIGINAL VERTICAL SEPARATION SHALL BE A MINIMUM OF 2 FEET BETWEEN THE OUTSIDE ON PLANS AND WREN NECESSARY.CONTRACTOR SHALL NOT PUMP ELEVATION SMA L AD MOVE, E,ALL ANDNR CULVERTS.NULNAX6.AND • DIAMETERS. •4'THROUGH 12-.MYNA C-900 DR 18 WATER IN SUCH A MANOR AS TO FLOOD OR IMPOSE WATER ONTO CONCONDITION.NISELG IMPROVEMENTS, ION.INCLUDING DISMAY S MID SOARS ENCOUNTERED •HORIZONTAL SEPARATION SNAIL BE A MINIMUM OF 4 FEET BETWEEN OUTSIDE ADJACENT PROPERTY OWNERS.DEWATERING SHALL BE CONSIDERED DURING CONSTRUCTION. ALL ENTRANCES SHALL BE RESTORED IMMEDIATELY. DIAMETERS AND THE SEWER UNE SHALL BE BELOW TIE WATER UNE SUBSIDIARY TO THE WATERUNE INSTALLATION AND WILL NOV O PAID INGRESS MID EGRESS TO PROPERTY SSATSTO CONSTRUCTION SHALL BE B'CROSSINGS' IN ADDITION.ALL NEWLY INSTALLED PIPES AND RELATED PRODUCTS MUST SEPARATELY.ANTICIPATED AREAS THAT MAY REQUIRE DEWATERING =OPINED BY THE CONTRACTOR.TO AT ADJACENTO SEPARATEOPAY. UCTIONASS SHALLLHBE •SEWER UNE SHALL BE PVC MEETING ASTM SPECIFICATIONS WITH A MINIMUM CONFORM TO THE AMERICAN NATIONAL STANDARDS INSTITUTE/NATIONAL ARE SHOWN ON THE PANS. SAW CUT AND REPLACED WITH MATERIALS MEETING TIE SAME DEPTH AND WIDTH 150 PSI PRESSURE RATING. SANITATION FOUNDATION(ANSI/NSF)STANDARD 81 AND MUST BE CERTIFIED REQUIREMENTS AS THE EXISTING DRIVEWAYS. •AN ABSOLUTE MINIMUM DISTANCE Of C BETWEEN OUTSOE DIAMETERS SHALL BY AN ORGANIZATION ACCREDITED BY ANSI/NSF. BE MAINTAINED. f.TREE MINA=SHALL BE DONE IN ACCORDANCE WITH STANDARD HORTICULTURAL •THE SEWER SHALLMOVED BE LOCATED BELOW THE WATER UNE. E.FIRINMOVED FOR THE WATERUNE INSTALLATION SHALL BE DUCTILE IRON. PRACTICES. TREES WORN THE RIGHT OF WAY SHALL BE REMOVED AS DIRECTED •ONE 1B FOOT TO 20 FOOT JOINT OF SEWER UNE MUST BE CENTERED ON THE EACH FTTING SHALL BE WRAPPED WITH TWO LAYERS OF POLYETHYLENE(a MIL BY THE OWNER. SURFACES RA WATER UNE. 5). THE MAPPING SHALL BE LAPPED IN SUCH A MANNER THAT ALL SURFACES OF PIPE VALVES AND FITTING.INCLUDING JOINTS,SMALL HAVE A DOUBLE LEGEND C BRUSH CLEARING SHALL BE ONE WHEN NECESSARY.ALL CLEARED BRUSH F.IN THE EVENT OF DAMAGE TO UNDERGROUND UTILITIES.WHITHER SHOWN OR THICKNESS OF POLYETHYLENE. SHALL BE REMOVED FROM THE SITE. NOT IN THE DRAWINGS,THE CONTRACTOR SHALL MAKE THE THENECESSARY REPAIRS TO 4 Exisnrvc FIRE HYDRANT E«E•E PLACE THE UTILITIES BACK IN SERVICE AT NO INCREASE IN THE CONTRACT PRICE. F.THE USE O PIPES AND PIPE FITTINGS THAT CONTAIN MORE THAN TM 1 E 1 ALL SUCH REPAIRS SHALL CONFORM TO THE REQUIREMENTS OF THE COMPANY OR LEAD OR SOLDERS MID FLUX THAT CONTAIN MORE THAN 0.2%LEAD IS l H.EXCAVATIONS SHALL NOT BE MADE DURING INCLEMENT WEATHER. WATER AGENCY OPERATING THE UTILITY. PROHIBITED IN THE FOLLOAING CIRCUMSTANCES FOR INSTALLATION OR T PROPOSED FIRE HYDRANT �/ IATO N IN EXCAVATIONS EXCEEDING ONE INCH(17 SHALL BE PUMPED REPAIR OF ANY PUBLIC WATER SUPPLY AND FOR INSTALLATION OR p4 EXISTING WATER VALVE OAT /� OUT BEFORE THE UTILITY UNE IS PACED. G.IN THE EVENT THAT UNDERGROUND UTILITIES NOT SHOWN ON THE DRAWINGS ARE REPAIR OF ANY PLUMBING INA RESIDENTIAL OR NON R61CFNTAL CONSUMPTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONSTRUCT THE FACILITY PROVIDING FOR HUMAN CONSUMPTION AND CONNECTED TOA WI PROPOSED WATER VALVE I. CONTRACTORUNW MCr SHALL MARK ALL AS-BUILT CONDITIONS FOR UTILITY ES ON THE WORK AS INTENDED,AT NO INCREASE E CONTRACT TIME AND PRICE. PUBLIC DRINKING WATER SUPPLY SYSTEM. EzisTING WATERLINE PLANS AND SUBMIT TO THE ENGINEER AT THE END OF THE PROJECT. H.TRENCH EXCAVATION SHALL NOT PRECEDE BACKFILL BY MORE TAN 200 FEET. C.CONTRACTORS SHALL RESTRAIN THE WATER LINE OTIIZING A MECHAL.NIC �• NO TRENCH SHALL BE LEFT OPEN AFTER NORMAL WORKING HOURS. RESTRAINT SYSTEM. ALL BENDS.FITTINGS,CHANGES IN M.P. J. THE CONTRACTOR SHALL BE AVAILABLE FOR A 2 ACRES WATER S CONFERENCE - PROPosED WATERLINE WIT/THE ENGINEER,NIECES COUNTY.AND PARER WATER SUPPLY CORPORATION DIRECTION OR OMEN PPE GAINED, 110N5.ICH COULD RESULT IN PIPE PROPOSED WATER METER PRIOR TO THE STMT OF CONSTRUCTION. THE TIME AND PLACE OF THE CONFERENCE I. THE SERVICE CONNECTIONS SHALL DE INSTALLED ALONG THE PROPERTY SEPARATION SHALL BE RESTRAINED. • Ni) SHALL BE SFT BY THE COUNTY FOLLOWING AWARD OF THE CONTRACT. UNES AT THE LOCATIONS INDICATED ON THE PANS OR AS DIRECTED BY ASPHALT REPAIR SECTION THE ENGINEER. THE CONTRACTOR SHALL INFORM THE PROPERTY OWNER H.WATER TRANSMISSION AND DISTRIBUTION UNES MUST BE INSTALLED IN K.TIE CONTRACTOR SHALL PROVIDE INTERIM DRAINAGE DURING UCTON AS OF HINTENT TO INSTALL THE SERVICE CONNECTION. THE PROPERTY ACCORDANCE WIT/THE MANUFACTURER'S INSTRUCTION. HOWEVER,THE REWIRED. USE PUMPS,TEMPORARY DITCHES.ETC.TO MAINTAIN WELL DRAINED OWNER WILL BE OVEN THE OPPORTUNITY TO DICTATE THE LOCATION OF TOP OF THE WATERUNE MUST BE LOCATED BELOW THE FROST UNE AND SITE FREE OF STANDING WATER MD WATER SOFTENED SOILS. THE SERVICE CONNECTION. THE CONTRACTOR IS REMINDED THAT IN NO CASE SHALL THE TOP OF THE WATERUNE BE LESS THAN 36 CENTER LINE OF ROAD SERVICE CONNECTIONS SHOWN ON THE PLANS ARE FOR BIDDING INCHES BELOW GROUND SURFACE AND 48'AT DITCH CROSSINGS. L.THE CONTRACTOR SHALL REWSOL N ALL FIBER OPTIC AND nun,LINES AHEAD PURPOSES ONLY.AND SHALL BE LOCATED IN THE FIELD DURING HOWEVER,AT UTILITY CROSSINGS,IT MAY BE NECESSARY TO PLACE " " ROAR EDGE of PAVEMENT OF THE CONSTRUCTION CREWS AND VERIFY EXISTING VERTICAL ELEVATIONS CONSTRUCTION. THE WATERLINE DEEPER.THE PRIMARY METHOD FOR THESE VERRF.LL - EXISTING EASEMENT PRIOR TO START OF CONSTRUCTION. ALL COSTS SITED WITH POTH O NG J.THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE PROPERTY OFFSETS SHALL BE BELL DEFLECTIONS.THESE ADJUSTMENTS SHALL BE STALL BE PAID SAFOR BY THE CONTRACTOR. ONE CALL LL MARK THE UNES J. AT NO SEPARATE INCREASE TO THE CONTRACT,AND NEED PROPOSED EASEMENT PRIOR TO POTHOOK. OWNERS COMPLETE MID EXECUTE A'TEMPORARY townv CONSTRUCTION TO BE COORDINATED WITH THE OWNER. AGREEMENT' PRIOR TO ANY WORN BONG DONE ON PRIVATE PROPERTY. RIGHT OF WAN'IROW) M. PERMITS HAVE BEEN ACQUIRED FROM THE COUNTY FOR COMPLETION OF THIS COPIES OF THESE DOCUMENTS SHALL BE MAGE AVAILABLE TO TOE OWNER I.NEW WATERGNES SHALL BE PRESSURE TESTED.DISINFECTED,AND SHALL PASS TWO PROJECT. THE CONTRACTOR SHALL REVIEW THESE PERMITS AND MEET ANY CONSTRUCTION AND ENGINEER. BACTERIOLOGICAL TESTS PRIOR TO BEING PLACED INTO SERVICE. DISINFECTION SIAL ME HOMES RECEIWNG REQUIREMENTS OURINED WITHIN THE DOCUMENTS. A COPY OF ALL THE DOCUMENTS OCCUR IN ACCORDANCE WITH AWWA STANDARD C651 AND THEN FLUSH AND SAMPLE MINIM SHALL BE KEPT ON THE CONSTRUCTION SITE AT ALL TIMES. X THE CONTRACTOR AND COUNTY INSPECTOR SHALL MEET WTH THE UNES BEFORE BEING PLACED INTO SEWAGE SAMPLES SHALL BE COLLECTED FOR PROPERTY OWNER TO DISCUSS THE METER LOCATION,ALIGNMENT OF MICROBIOLOGICAL ANALYSIS TO CHECK THE EFFECTIVENESS OF THE DISINFECTION _ DRIVEWAY REPAIR 2.UMW COOMRNIMON SERVICE LINE,MID LOCATION OF CONNECTION TO SERVICE UNE PRIOR TO PROCEDURE WHICH SHALL BE REPEATED IF CONTAMINATION PERSISTS. A MINIMUM A.THE CONTRACTOR SHALL VISI THE PROJECT SITE IN ORDER TO BECOME FMILAR BEGINNING WORK ON THEIR PROPERTY.A TWO FOOT GAP SHALL BE OF ONE SAMPLE FOR EACH 10W FT.OF COMPLETED WATER UNE WILL BE REWIRED PIPELINE CROSSING WITH THE SITE CONDITIONS PRIOR TO COMMENCING ANY WORK. THE CONTRACTOR MAINTAINED BETWEEN CONNECTION AND SERVICE UNE(THIS UNE SHALL BE OR AT THE NEAR AVAILABLE SANPUNG POINT BEYOND 1000 R.AS DESIGNATED BY IeA- KNOERMORIM NATURAL GAS IS TO RESEARCH THE EXISTING CONDITIONS AND PROPOSED WORK TO BECOME CAPPED)_ THE DESIGN ENGINEER. PRESSURE TESTING AGAINST NEW VALVES WILL NOT BE ALLY AWARE OF THE INTENT OF THE WORN. THE CONTRACTOR WILL BE REQUIRED ALLOWRT ED. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EQUIPMENT,FNGS. v- SEADRIFT LIQUID PETROLEUM TO ACQUIRE ALL NECESSARY PERMITS AND PAY ASSOCIATED FEES. L A CUSTOMER SERVICE INSPECTION CERTIFICATE SMALL BE COMPLETED PRIOR METERS.VALVES,BACK-FLOW PREVENTORS.ETC.REQUIREDCOMPLETE TO THE TEST. TO PROVIDING WATER SERVICE TO EACH RESIDENT(INSPECTION FORM IS IF A COUPLING OR ADAPTER IS REQUTRED FOR THE FINAL TIE-IN,THE CONTRACTOR -co- KOCH CRUDE OIL B. THE DRAWINGS SHOW AS MUCH INFORMATION AS CAN O REASONABLY FOUND IN THE APPENDIX):THIS SHALL BE CONSIDERED SUBSIDWRY TO THE SHALL PROVIDE ONE AT HIS COST. THE HYDROSTATIC LEAKAGE RATE SHALL NOT OBTAINED BY THE SUINEY PARTY CREWS.FROM THE OWNER,AND FROM UTILITY PIPE AND NO SEPARATE PAY WILL BE MADE FOR THIS WORK. EXCEED THE AMOUNT ALLOWED OR RECOMMENDED BY MYNA FORMULA FOR PVC ENTERPRISE PIPELINE IS RECORDS REGARDING THE LOCATION AND NATURE OF PIPELINES,STORM SEWER, LIPS SL N)/T3.200, . THE REQUIREDFORFOR DUCTILE IRON OR CAST IRON R P- HOUSTONP WATERLINES,SEWER LING,TELEPHONE CONDUITS.GAS UNES,ETC. HOWEVER,THE INUNIDUALS WITH THE FOLLOWING CREDENTIALS ESHALL BE RECOGNIZED M L (5)(0)P)/1]3,200. ALL O TESTING SHALL BE PAID BY THE CONTACTOR, PRUNE CAPABLE OF PERFORMING A CUSTOMER SERVICE INSPECTION CERTIFICATION. AND ALL RESULTS SHALL BE COPIED TO THE OWNER,RIVER ACRES WATER SUPPLY CORPORATION, ACCURACY OR COMPLETENESS OF SUCH INFORMATION IS NOT GUARANTEED. IT AND ENGINEER. A RFPRESENTATNE O THE OWNER,RIVER ACRES WATER SUPPLY CORPORATION, PRIORITY AREA BOUNDARY SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE SUCH UNDERGROUND •PLUMBING INSPECTORS AND WATER SUPPLY PROTECTION SPECAUSTS FEATURES SUFFICIENTLY IN ADVANCE OF OPERATION TO PRECLUDE DAMAGE TO • LICENSED BY THE TEXAS STATE BOARD OF PLUMBING EXAMINERS AND ENGINEER SHALL BE PRESENT FOR ALL TESTS. SAE. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE •CUSTOMER SERVILE INSPECTORS WHO HAVE COMPLETED A J.WATER FOR THE WATERLINE TESTING MAY BE PURCHASED FROM THE OWNER. CONTRACTOR. MINSSON BY VEDTHE COURSE PASSED AN EXAMINATION THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PURCHASE OF WATER. ADMINISTRATEDFESSIO BY THE EXECUTIVE DIRECTOR,AND HOLD A C.CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY OF FIELD VERIFYING EACH UTRRY PROFESSIONAL LICENSE AS A CUSTOMER SERVICE INSPECTOR. K.A PRE TE-IN MEETING SHALL BE CONDUCTED PRIOR TO CUTTING LOCATION AT LEAST FORTY OGRE(b)HOURS PRIOR TO COMMENCING ANY READS O PAVEMENTS,BLOCKING TRAFFIC.OR CUTTING INTO EXISTING WATERLINES WORK. M.PIPE LINE INSTALLATION WORK INVOLVING OPEN CUTTING OR BORING WILL 0.THE CONTRACTOR SHALL NOTIFY ALL RESIONTVL/BUSINESS OWNERS.UTIUN BE CONSIDERED SUBSIDIARY TO THE CONTRACT AND NO SEPARATE e COMPANIES,MD STATE/LOCAL OFFICALS(WHEN APPLICABLE)ALONG THE UTILITY PAYMENT WILL BE MADE THIS WORK.IF OPEN CHR,DRIVEWAY SHALL L ALIGNMENT A MINIMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION. THE BE REPAIRED OR REPLACED WITH LATERALS MEETING THE SME DEPTH / NOTICE Y FOLLOWING ME TELEPHONE NUMBERS FOR ENTITIES MOST LIKELY TO BE AFFECTED: AND WIDTH REQUIREMENTS ON THE EXISTING DRIVEWAYS. Giga r •N"SM«n 1-800-344-5n 1-an0-2u-454S .E.eeowc5.ty System.m 1-a00a14-aTT/ relir Lon.Sb Notification Company 1-a00-889-a4 „.«.wvwAn�w...e.o.,, .. m wvmwr,<e.wow..:.o:,'Z'4uss., ,,e. urterwr. uw ^w *TOV9A8 1t Soutnelern.11 Loc.Group 1-500-628-8127 1ioAWJiN pM.n� Knew Mut,DENIMle' GE. IAlSanasPass 1-361_75e-3111 Gt of Transportation 12-a10 o.W.oUIIrinErmr°Err<,,,R a.nwrreco.x,cmeo,arwWIBIOoamnewvs MNOICX CabNRNRTw4R .*Cornmi.Aiww Nino Trwirw I-36-]M-1 O1P� Ii' UMBER REVISION DATE DRAWN jESIGNED WEVIEV�p FOR INTERIM W 1&01488TBPE E-417 woeKrxc oars«rlxpnc a REVIEW mar NO-8857 <HANSON TBMS Fs001199500 GENERAL NOTES V �• s� MURPHY LLC y ,�SHERRI /� R .,..w MIl TBAE F-BR 2458 -/ MINIM II. r Q/IO/2019 owmv. L IE 15641 Northwest Blvd. PANE.(381)814.9900 mom YM 9 10 2018 Hanson Professional Ser..Inc. (BOO)an 2831 WATERLINE EXTENSION Pi y _r=inRoDslown,7X 78780 DRAWN 'Al 9/10/2019 coop GoniIM RJ. wEW nenwo- '" lno co MURPHY LLC-RAWS WATERLINE EXTENSION REVIEWEDDr PYP 9/10/2018 Corpus enrisKi,res]aen .s Nation. de NUECES COUNTY,TEXAS 2 of I AneeM w .: !;►• . n a m .eoU 1psit �M_teonnsz I ww Xowr ,� s.00 rapt ]wo +a i ��_—Inn - __ill. —__ S m •13 AGES C°C.NDMrlirmrid .IDC2CS04g5 ' MLI / I L.,,..,,,,._ 1 I S �.____ Rx s2 a 2/NUMBER REVISION DATE DRAWN DESIGNED REVIEWED �1 u--, $ -. FOR INTERIM MURPHY LLC wow a"16101498 (`f1w, TBPE F<t] SITE LAYOUT REVIEW ,ate. NEI-8857 �V11N.TJIr TEO% F-ttp55sm TBFG F-50556 /� -BR NEB 3) p I n<".�KOMI°NIMat A5 SHOWN 6011116 TBAE F P 9/I0/sole - WATERLIEN ALIGNMENT d rz—air.' 15641 Northwest Blvd. LAYOUT VIA 9/10/2018 ...we Prolawwrwl 5.0.999..".. PNone.1]611610-9930 Robstown.TX 78380 4s3t c.um,r Ra. te3016n-2657 WATERLINE EXTENSION DRAWN VM 9/10/2018 corpus cnriatti,T...a]8411 OFU.aNSO"'"0201" MURPHY LLC-RAWS WATERLINE EXTENSION l MIMEO PMP 9/10/2018 a9cn N.1io"..ee NUECES COUNTY,TEXAS 9 Or 7 9hnts i _. ___—- 4:11 GRA.IC SULE.4 FES -- -_NOR7NVIT T BOULEVARD za.0 —,— -_�--_il� 1�.p0 • 1 ,____1__ ,-,T F.M. 024) - _.. -__ xt.Po - -J t\ _ - RIG -OF- - a -WA xn, ate --_- ... PUERTO LOS I r ^ CABALLEROS LLC ..I 39.750 ACRES ---- -_— I' POC NO.2017042666 UOC.NP.DR,NC? NEED TO VERIFY IF ON-SITE r I I WORK IS TO BE COMPLETED m i ,_`' I UNDER THIS CONTRACT = I Cr / - _ I N » wa1 h 1111 1 REUAINDER OF 13 ACRE TRACT DOC.NO 20017050485 D.R.,N.C..T. I S 4 g i I VM@ER, REVISION DATE DRAWN DESIGNED REVIEWED $ FOR INTERIM as 16to1488 TBPE FAO MURPHY DEVELOPMENT LOOP REVIEW MURPHY LLC �T NEI-6857 FUNSON TBPSF-1oB395BB �a 6R TBPG Fh0556 4A e - _ 6e IP 9!10/2018 TBAE F-BR 1458 e es 15641 Northwest Blvd. Nanton Proleaslonal 5ervicea Inc. PM1ona.1361)814-9900 vl IAYOVR OL 9/10/2018 (600167)-1831 WATERLINE EXTENSION (12 - aniv ,a Robstown,TX 78380 DRAWN VN 9/10/2018 1601 aouM1.r Ra. wmv.M1ansun+a�.com MURPHY LLC-RAWS WATERLINE EXTENSION REVIEWED PUP 9/10/2018 Lhiaili.Te,aa)6411 or6�s Natmmntl. NUECES COUNTY,TEXAS i ` ►gnt ,: WADE RNER SUBi(1„ / BLOCK 4,LOT 1 Q, VOLUME 68,PAGE 916 4,,,, \ - T&c0 Oqp Baa--`.'--.— —.. e.o 4 -" LEGEND7 7.. T PROPOSEDFRE HYDRANT f i1 NI PROPOSED WATER VALVE I ,... / e e PROPOSED WATERLINE j 9aW.9 PROPOSED EASEMENT KEVIN E.ROBERTSON.ET.DX, 1 9 1 20.01 ACRES ^—''.'' CENTER UNE OF ROAD DOC NO N.1996018500 — _�,___!_ x D.R., C.,1. =. FOOT OF PAVEMENT j c ' a N rB ''- , C y„ sA .� �jb t '. W��NK'ESf BOULEVARD - + (F M 624)— --- _ --- RIGHT—OF - ----'---- —4,1"7:"..."''',..„,,—* — e,.. F.M.—ROAD 824 -------- -'' -._._ a _—_— ew__ �_ _ -. PUERTO LOS I — _ — -- — �_ CABALLEROS LLC I S{p. ,pr __ — 39.750 ACRES t^ `st a w enr r : SOC.NO.2017042666 ® y= OOC.NP.DR..NC,T .�r 1 -.. 1. SANDRA RATRKE h",'.',.:'.".',.`:° 7.458 ACRES DOC.N0.2015022782 D.R.,N.C.,T. aX ! i UMBER REVISION DATE DRAWN DESIGNED REVIEWED FOR INTERIM w I61A148B ` g$ "^^ TBPE F-n7 WATERLINE ALIGNMENT F. REVIEW MURPHY LLC RANO "'^ "�'X57 HANSON TRPLS F-10039500 . WENN :NNW a M Do. 9/21201 _ ;TA'', BPG F-50558 4 NAN� Da. 9/ID/2018 TRAE F-RR 2458 15641 Northwest Blvtl. Pnoee petl et 49900 LAYOUT vM 9/10/2016 F4,70.01:::7,70..,sarmca,Inc IsoDl sP31u1 WATERLINE EXTENSION Robstown.TX 78380 mr DRAWN VM 9/10/2016 D.A.Chris.,Texas 70411 .W.w.n.A:oe,Nccom MURPHY LLC-RAWS WATERLINE EXTENSION Ns axe NNW REVIEWED PMP 9/10/2016 'oua N•Tb^e^4• NUECES COUNTY,TEXAS , .. 7 . t. • J. o n MO Xro ISIMENI ..x.«a npyr '�� LEGEND —SOF— 1.34,� •,�` s wBALE FENCE BMX y - ..„ _ 22020 36.00 25.Op._ .. — !. . «mi',rn 2a000 $8x00 '22.Ip.•2. .` A+00 w`1.nc--::'�---- • -ran 9x00 IS• >.p0"I— '-maw. A vN T4r00 ZPo 3.Po t _��.-.�.aw<-..� ="Yw '�-�� _ '.��-9J�....=_� ` w I t2.Ip •0.00 0.01 P INR 5x00 &` r. , _��- Pn.Wt.v mcwA.o+xc, ..0 0" I 3 ApRES j 02oc Np p0'OSp4g5 rDI x s I --- - NOTE'. N • STRAW BALE,OR ENOIFEER APPROVED EOUAL SHALL BE r,r. e� PUCED ACROSS EXISTING DITCHES WITHIN THE R OW ,r ` IF"" (STRAW BALES ARE NOT DRAWN TO SCALE AND SHALL NOT IF""I • BE PLACED WITHIN THE ROADWAY) 7._ :4gi v YIP u IPo ••r• 1111 I LI III III ,C1,)I I I ,11.I,�.CLI,I 0 „E; :I,, E,,' 0 IIIIIIIIIIIIIIiIIIiiiIIIIIIWIUIIIIIIIIIIUIIIIIIIIIIIIIIIIIU. Aniaew63.' T«6,RA.a3.a.L 0.;:ilg14tIS '"r & OF W.A.WCITATAL ..e.o.�iiiiiiiii� '.180 .4 4n 1214x: w 1/141111 ' 1387/1P& ;�13,2TAE W:f`E..1N)A•o"m '3'9;14^Curs; T«, apr„a cFrr�� S1".e,:P'4T �z. o'c E,e O d9i4lN e. H�[ E VW M.NM'An OWWYo0.1 e ix E s s„ I§ UMBER REVISION • I NUTi91�l91,134i9MY4 I/D x.16LOI48B gFOR INTERIM «... TIRE ,-411HIANsoN STORM WATER POLLUTION PREVENTION PLAN S6 REVIEW MURPHY LLC n•°^ "E'-e°5' TBPLS,-100]8500 2; DE.......... W. AS MOBN TBPG F�50538 TBAE F-BR 2458 R _ W. 0/10/2018 ocen,q...•�.nM�w.•s.W.•...wIe 15641 Northwest Blvd. Han,on ProM1„lon,l Service,In6. Phone.(581)8149800 N"Ile v _ LAYOUT Wu 9/10/2018 180011000.. WATERLINE EXTENSION Robstown,TX 78380 ,,,,:grz,:,,,..:7:00..,Ra. r,Iv r,... mI DRAWN VM 9/10/2018 cRrw,cNrhkl.5,0.058451 WWw.Nn500804 com MURPHY LLC-RAWS WATERLINE EXTENSION REVIEWER PMP 9/10/2018 •+M•e•nY�• NUECES COUNTY,TEXAS s or 7 eHee1, f e1 l',`,ZZ0`.°V.T:MZS'OXOWILTERS NOTE. SPOO-CUT MIME Ix MSE FULL DEPTH PR.TO MINIMIE ATTER COMPACT.TRENCH BACK FM- aLu � = .BRMNEMENT <N B TIN fAigk • r.. N ;1111■rAIAllirA ui ____ I I reo vi /J P» .NRI MI NOLE Iw1a.19 EDum.NTS �\..A::::: "�\ � a.NNaRNNMMM_ MO COMPACT.TO I PR Mil 'rmate` CASING DETAIL F a.O w a:R:°" I IB.r 1N:ar a�I.No1 .Ts / MA STEEL CASING PIPE WALL THICKNESS CNART i 1 WNMM aME1EN OF tCASING MUM e NOM IiY.F N"w"rawl mwowo 1lwrm. ..?NIDE SATO REM.TO A PONT THICKNESS aSNG PIPE PROJECT. 1 •ABOVE TOP OF PIPE.ME SANO SI.L CORM SECT..OF HICH DENSITY POLTETINLENE SPACERS S/.•4. 0.230; ai R It-It z. 011.TY SPACERS S S BE AMUFACIIARED BY wN.F I I O 0 f Ir rN TREES OWL.. na.MEET z.vom .K STRUCT.OF PREM.. I . . NO ROCKS,P0.0.A .PRI F cu s/e' ons l OVER u°-�- OR APPRDNO CHEs(21 N .M.31 i��!.�i��i4�iCiIr T/�' ns -z.. DEQ 1/2 0E01 0.ER 2r-Yr / TO A MM.OF Bs"SIALC.wO PROCTOR. 5/8. o:RAT s. CASING SPACER TOVER i]--sw .•c vw1 x rcm..Rm w .,.... E SPACERS F PVC ME 'lli=ngi�" Tlii -"__ ONLY FOR SMOOTH MEL MING - PIViS`WTN IS uo STRENGTH a ssDBB w. 5. some.MY PS INST..MYER IVEr OR•ORY.. GERM ROE or OUCH C..CHE OF aaH TO -LI-1{Gn Or TRENCH STANDARD BACK FILL / n=QQ11 B=Li \ ,our:NTS. @ a i�c(nT.l MA MMA aME I .iII�r= MmIMNau�•�BM BNNEF iriogp 61 r(MN.M:BRI. r�ll\��Ial,�I1�11Il MITI . .�n Rte. _� sow�1111.1 sorrow �� �!1 I �� I `x°011." CrCOMPACT WOO,TO 1.13.OF �I1� �;�+I'I I'�f�'I I'I INN umms `ASF., '[!S!9 _ .� ®,.a�ro RE aN. 4- FIRE N H E AR a BECKON I a.� H.E .� � QBE MR PIT IV MOM 2-STAVILESS STEEL MOS AT B.RRE NUTS my ms,<,‘MEL NM RE PROILET HYDRANT ASSEMBLY F � 1`"""�".o. Ali11II.Nr.� SCAAE,N.T.S. a 11/r a Om REDRAW ADAISINENT OTT.TIM MOW WW ALL ME TYPICAL GATE VALVE INSTALLATION O'�PBM"�,Txo""xur""E.rEr""m"als NOTE �^ m nu.l ro S sage.rs } __ NOM MIN rnS0IJT3 t'nnN nOrrs• t PROPERTY B. v t..¢ t 1 WATERLINE MARKER DETAIL I. AFL epos,R.N.,VALVES.AND RENFEFS ARE TO E"NUMBED. MOWER I,IE Da ° `110Bm NT.S. '+ ICS. 1.� PRIOR TO START.AOO tBNAL Wsls E coxNEcnox.2 CONTRACTOR STALL MEASURE ME 0.0f YEciK u.""vcEls KASEW 0001M slwl E PRv.MTON TO DETERMINEo n;HE cmOxTR COMET oT"'uN0`" 61 C°°°s"�wo Np MBF IiIE ,II REM oEcus s 3.DEFLECT PIPE FITT.AS srm E ROAD MRKER OINVER 4.If A BEEK D. nB<n.DaRm ro E` �°�<D�PS�BMm E�B�DOEB B NE<aE na DB MOTTO °""` m.raBEB. PRr"' g'07.'<. WHr 1 PNE s.E'NT.<a.RA<mR BH..`9, 'THE ENBTINc A<P .:LOOSE, T OR MM.SON.BURIED OF COMk UPLING. ToR w"F a RIDR KRB°°a O., C E<TW <oR cny sac �<m c=) VALVE i t it .• B N. R� ,m ..�m A 41_ ISR�BE 8518. 1� TIIE"5I"X15 F AAS ]PPE.Awn FOR PIPE R•� �, C E. A M T a�Bn RDW�R B�a R,B 7.,A DER NIA BE ,to SMITE IRON MECHANICAL O TR (MOR;NO LINED,ARM WRAPPED W..ME '=i; i I= M..NT TE a. BOB SWWN OTNERNSE ANB P.TAOE TYPE 2 CONTRACTOR ARO.suFpaaF FU TNR 74=114"(3.1-320-211114) O`1„RAMONS )BO AES„NO OURS PES. NM.,R TYPE 1 FIRE HYDRANT ASSEMBLY DETAIL EAST 24 PRIOR TO EXCAVATOR VAMIN 20 FEET OF ANT Q EXISTING WA1.UNE IT HIS ACITVITIM WILE. RM. BE I CORPORATOR FEET.ME ACTuu CONNECTION MUST BE BOE B PRESENCE a A RIVER ACRES WATER N.i.S. g SUPPLY CORPORMONtt TO RE.1.OM.INFORM.AT LEAST.CE EACH RAY Cf RmRESENTATIViEE.ME TOL LL M.BE ALUME0 S TIRE,..7,, ANO WMP EP oQZ., TWCE. N.F.pwrs SNNF BE aDNm AN0 WPAPPm iN w<CL17CC. r'' FT UCH NMI sMIO NN' ORAL NY ME RIVER AGM RATER SUPPLY CORwRA1w R E 1-- UMBER REVISION PATE , p.m ,DESIGNED REVIEMVEP 3 FOR INTERIM w,.B 1a1D118B __ TBPE F-+t) DETAILS 1 OF 2 F-,, REVIEW N�� MURPHY LLC R'N'R SAS/1""a/7018 /1012' HANSON TBPG F-10039500 .Y! SV.R � � TBPG F-50555 n2.---7.-..i ea TfSAE F-BR 2058 B.. 9/10!7018 o c.ra av,R�Mads..q.r me -Mir- JZ 15541 Northwest Blvd. LAYOUT VY 9/10/2018 0109511 P1OR...I...1 3.0Wc..Inc. PMR..(361)$14-9900 Robstown,TX 78380 +sot conin.r fta. (aw)9117931 WATERLINE EXTENSION gi y 2......f111%.111.111•14211 ORAYRI Vll 9/10/2018 coleus cnri.9i.T.Rs]Tutt Bww.^"R.011�11cCOm MURPHY LLC-RAWS WATERLINE EXTENSION RENEWED PW 9/10/2018 or9ns N.DOnvMNa NUECES COUNTY,TEXAS e w ] ENE. i •.u « t,OF 1112/12 TO BE CROSSED 21 ao: re�xa ""gat. Wil ■- on ont Iv NRAP IN 2 LAVERS OF POLVEROLOIC SHEETING -WilW.F- NES\ EI THRUST BLOCK DETAIL JI NOR ..B�E s CAW KT TO T CPM W..WAKE• Oki 6.01611011.AU.mows No CONC.,TACKS TO DE 4.. IMPPED IN 0 Ill P032.1026 SHEKING P1.1 10 1, 1 1 .........P6160 � 1 WATER IAC *MI! wasoraco warn..m .d. 1 m` Sall-1 °"aiwraa'fa II qll 11=1 R =ills.,'�� Idlldll�ll r21 b I ii - if >Ewn "3V.� _ f'TTTZ , ill ;';*..: 311. 3 KW KC Cow..0633 3.OPEC.T w,aaE I l u •ND.u7. �UNE w n, IT BMN Irinxvxr -14- _i. 1_R=1L?I •rNxa um .......... \� I �� x xaror KED aeon 1O°` L 8=11-1 w" KT KKK L;IJLdI \� I // = TYPICAL RESTRAINT LOCATIONS s�sR11 I I Mots m 1010 �� � Be D.I. PIPE O-.PEAWMA N+ -- ro Cr FOR PVC • r.Nc WSPVCBLOCK DETAIL SHOWING PVC DEFLECTION GUIDE I I Ort «fir.aN 01.K.WPM NETWIDIENR N TYPICAL VALVE LOCATION FOR UTILITY CROSSINGS I /I�� RECOMMENDED RESTRAINT LENGTHS FOR WPM•Ts I IOW NMac tx WOK. HORIZONTAL OFFSETS OF PVC PIPE, (Lr) ache KM ' POWER NOME MINIMUM THRUST BLOCK AREA REQUIRED PVC DEFLECTION GUIDE Nor w./ PPE au mn Doo Doo xm 96 96 MD IVII Mr 16 F m .on „T/,O 11//4 O 6 PLO• 116 ON 066- ,. mol NNor 121�m.NM..MOM rNxE wmrP�01550500,NaF.4x. • •1010 JM12 x1012 1SOFT tan ' unuTTWOKIN ,wo m` n. �� U� 1 a w � p 11 WI . il- r 11,01T axon •WAFT Inn Ian J. TNE C.F.71371 IS RESPONSIBLE FOR ■ ••Fr. n. an. . aIT. r 101012 +tart OMIT Jan :SOFT .. __ 10 nIT. ton. 11FT. NFT. 1r MIT 110 rt WW1 FT n •art .w rou N.V.ROCOAANNO NAT NC EXUVATE NU/MEAD OF TA PIPE =1=11__�i_ 111111- 1 b IT. ie IT. JIT. 13 IT. OFOOMION NCO... 1r /SKIT ssa121•MIT carr •1012 9 LTi DIE RUN.1.166 0.06 Nn.wm E MK.SON 10m OK.naS THRUST BLOCK NOTES : NO AnanOw7 Iwer ae�DE ONO IT ME ow..SYSTEM °`r"` V s•sc mTJ eF.TEE,rsrv. _. w� S rl -11' ii li NO a NO TAW MO.r„a„OO UNIA Nu.,Jx«RN ATOM cO„.NrnOln F,rtNer. w.F ex cOaare.rO., 'E =ye°�II�lam. 6"N...,1'"r Max. NOTE (ON EN.:a of MOS.oN SON 0,.«c„ ,° ES.IN M°OFFo`.cN0070-6 J). _ _ ,0,-J.,. _ FP PVC en1ANn GNOIR SEN ON R ESnwNn N.I�ro,a N t? IW 1111;211111117. ` r WIC 11613 Iv�I ��a Nr C0666 1 0.4 WM PIT 1rN1,163.on roNo auN :11,61 ° 1S0 PSI 11.3 USW FOR ME NEA0 APO whin me THE MOW 66. 2000 u ars USED FOR 0.6 �x>oox0 •oa. Nun,Nn WRNSVINE STEO. POOS AT LW of. far Mx 1+3061•1 1Rr FFIIREE SITS. NT ASSEMBLY E WATERLINE DEFLECTION INTO EASEMENT DETAIL a" a xc 1110 "° 101155sSATIT 0J""O'50000 °'o 0J NT OINK 00 50°�N.TO 11. 5 i i UMBER REVISION -DATE -OHAWN DESIGNED REVIEWED FOR INTERIM Hew.. Ifi10MO TOPE FJ1] aNEI-8857 DETAILS 2 OF 2 126 • REVIEW Obi MURPHY LLC '^ HANSON TORS F.50550 W Q FN wow �y AS SHOWN TBPG F.50558 1� • I00005~err As 9/18/2018 .. TBAE FOR 3a9e I/ R' • 15641 Northwest Blvd. Oran v�a+ +s..-k.m,e Pnona.136118149900 Pi we Yrirr LAYOUT VU 9/10/2018 Hanson Professional Sonde.Inc. Hobstown,TX 78380 •Jo+colrn.r Re. SDO1 sn-aIll WATERLINE EXTENSION E1� aOMMa qESILCE vu 9/10/2018 CorpUa cnrlrli.r...J]en, -n•^•^^+^�.Oo,n MURPHY LLC-RAWS WATERLINE EXTENSION REVIEWED {'AIV 9/10/2018 Woes Nabormi. NUECES COUNTY,TEXAS 7 o, 7 ,heel, Exhibit 3 _. 9.pUScti c0- . - ,�� DISCLOSURE OF INTERESTS 4 ,. /4T`- x _ City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking `. to do business with the City to provide the following information. Every question must be `� answered. If the question is not applicable, answer with "NA", s a 7' 1' NAME: Puerto Los Caballeros, LLC STREET: P.O. Box 9605 CITY: Corpus Christi, Texas ZIP: 78469 FIRM is:OCorporation °Partnership ()Sole Owner °Association @Other DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet. 1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named"firm". Name Job Title and City Department(if known) N/A 2. State the names of each `official" of the City of Corpus Christi having an "ownership interest" constituting 3%or more of the ownership in the above named "firm". Name Title N/A 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituting 3%or more of the ownership in the above named "firm". Name Board ,Commission, or Committee N/A 4. State the names of each employee or officer of a "consultant"for the City of Corpus Christi who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 3% or more of the ownership in the above named"firm". Name Consultant N/A CERTIFICATE I certify that all information provided is true and correct as of the date of this statement,that I have not knowingly withheld disclosure of any information requested; and that supplemental statements will be promptly submitted to ll the City of Corpus Christi, Texas as changes occur. Certifying Person vPN t l u R ` Title: `c_,iM i Z (Print Name) Signature of Certifying Person: \ r Q,LA__x 4pate: ©' Tt ' • IV (FVCI npkAF NTSvr.C1c"Ag,p1I 4N1111CVCI fOt.ACWTaoo,,r eTinU cro..c,o• n.,,.,r pier.ne.pc e,c,.rrco,m..cr.rc..c.m C.,,..•e nn.. Karl e bfn s ` 3 ( 1- 82�� �y�.s 4 1 ttention: City of Cor Cevelo pus Christi 2� pment Services 06 LEopar7 St., Ste. 100 (78408 ) us Christi 7x F41og Docx 20 1 8134 38 Pages 18 12/27/2018 2:12PM Off icial. Records of NUEC:ES COUNTY KARA SANDS COUNTY CLERK Fees $79.00 fang provision herein which restricts the Sale, Rental or use of the descr ibed REAL PROPERTY because of Race, Color, Religion, Sex, Handicap, Familial Status, or National Origin is invalid and unenforceable under FEDERAL LAW, 3/12/89, STATE OF TEXAS COUNTY OF NUECES I her•ebsa certify that this instrument was FILED in file number sequence on the date and at the time stamped herein by me, and was duly RECORDED in the Official Public Records of NHPi R, t:ounty, Texas KARA SANDS 4,:;;F art, t v