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Contract - Williamson County - 12/3/2020 AGREEMENT WITH CITY OF ROUND ROCK,TEXAS AND WILLIAMSON COUNTY REGARDING RELOCATION OF 10"CITY WASTEWATER ALONG HAIRY MAN ROAD This Agreement ("Agreement") is entered into by and between the City of Round Rock, Texas. ("City"), a Texas political subdivision and Williamson County, Texas ("County"), a Texas political subdivision. RECITALS WHEREAS, a 10" wastewater pipeline (the "Pipeline") is currently located within the right-of-way of Hairy Man Road in Williamson County, Texas; and WHEREAS, County is currently advertising the construction of improvements to Hairy Man Road(the"County Project'); and WHEREAS, the parties desire to incorporate into the Project the construction to relocate approximately 130 linear feet of the Pipeline(the"Relocation Project"); and WHEREAS, as the design of the Relocation Project was approved by the City,the County will incorporate the Relocation Project as a separate bid item in the County Project; and WHEREAS,the parties desire to share costs for the Relocation Project as described herein. NOW, THEREFORE, in consideration of the foregoing premises and the mutual covenants and agreements herein contained, City and County agree as follows: 1. Relocation Project.This Agreement addresses the Relocation of approximately 130 linear feet of a 10" wastewater line including SO linear feet of jacking and boring of a 20" steel encasement, and installation of required appurtenances associated with the Pipeline relocation. The plans including location of the Relocation Project is attached hereto as Exhibit"A". 2. Construction. The County will construct the Relocation Project in conjunction with the County Project and in conformity with the CobbFendley design approved by the City. The City will conduct inspections of the Relocation Project during construction and after acceptance of the Relocation Project, the City will resume responsibility for operation and maintenance of the Pipeline. bet Y2fd0-34bf-4adc-bl 2d-cac21 9de0bf4 3. Payment and Costs. a. The initial cost estimate for construction of the Relocation Project is expected to be approximately $44,232.50 (the "Construction Costs"). The City agrees to be responsible for the Construction Costs of the Relocation Project after the Relocation Project is completed by the County and approved by the City. The engineer's opinion of probable cost is attached hereto as Exhibit"B". b. Any changes to any segment or phase of the Relocation Project may affect costs. City agrees to pay any additional costs resulting from any changes to the Relocation Project, if approved in advance, in writing,by the City. 4. Communication. City and County agree to hold periodic project status information meetings. County's official point of contact for the Relocation Project is Terron Evertson, County Engineer. City's official point of contact is Jeff Bell, Sr. Project Manager, City of Round Rock. City and County agree to include these designated points of contact in the chain of communication for all significant decisions and recommendations prepared by design engineers and other parties and representatives. 5. Schedule. Design and construction of the Relocation Project is expected to take approximately 24 months. The parties acknowledge that the timeframe is estimated and is subject to force majeure. 6. Liability; No Waiver of Immunities. a. City does not assume any liability for any property damage, injuries or death in connection with the design, engineering or construction of the Relocation Project. TO THE EXTENT PERMITTED BY LAW, COUNTY HEREBY AGREES TO INDEMNIFY,DEFEND AND HOLD CITY AND ITS DIRECTORS,OFFICERS, EMPLOYEES AND AGENTS HARMLESS FROM AND AGAINST ANY AND ALL LOSS, LIABILITY, CLAIM, DAMAGE, COST OR EXPENSE (INCLUDING REASONABLE LEGAL FEES AND EXPENSES)ARISING OUT OF OR IN CONNECTION WITH THE DESIGN, ENGINEERING OR CONSTRUCTION OF THE RELOCATION PROJECT. b. Nothing in this Agreement shall be deemed to waive, modify or alter to any extent any defense or immunity available at law or in equity to City or County, or their past or present officers,employees,or agents,nor to create any legal rights or claim on behalf of any non-party. 7. Term.The term of this Agreement is for a period of three(3)years from the Effective Date unless otherwise earlier terminated by the parties. 8. Entire Agreement. This Agreement represents and contains the entire agreement and understanding between the parties with respect to the subject matter herein and supersedes any and all prior or contemporaneous oral and/or written agreements and understandings. 9. Governing Law. This Agreement shall be construed and enforced in accordance with Texas law. The Parties acknowledge that Subchapter 1, Chapter 271 of the Texas Local Government Code is a legislative waiver of any sovereign immunity with the County to this Agreement, and each party waives immunity to suit for the purpose of adjudicating any claims under this Agreement. Venue for the litigation of any dispute arising hereunder shall be in Williamson County, Texas. 10. Counterparts. This Agreement may be executed in any number of counterparts, and it will not be necessary. 11. No Joint Venture. It is acknowledged and agreed by the parties that the terms herein are not intended to and shall not be deemed to create any partnership or joint venture among the parties. The City, its employees, elected officials and agents, do not assume any responsibilities or liabilities to any third party in connection with the Relocation Project. Executed to be effective this -- day of tt)4f2 2020 (the"Effective Date"). (SIGNATURES ON FOLLOWING PAGES) WILLIAM ON COUNTY 0 By: - - y William Gravell, Jr., County Jud_ Date: ' 1 ,7 ' b.„:„.. -(L. Attest: Nancy Rister, unty Clerk ROUN OCK, TEXAS By: Craig Mo gan, ayor Date: (2 ' 2d20 Attest: cgM-7/44 .1 Sara White, City Clerk . - ^ ' . EXHIBIT A ' .. ' ' Plansof the Relocation Pro ect ` - ' , ' .' . ` ` - - . ' ' - | / � - ' | | . . ' ` . ` / / . ' . _ ' �- - ' ' ` . ~ .� .� - , EXHIBIT INDEX OF SHEETS r . OWNER INFORMATION , ...1 .:':•:.:I..',./ c.00-i TITLE SHEET .„„. 9AVIS ER:. C.002 GENERAL NOTES AND SUMMARY OF QUANTITIES CITY OF ROUND ROCK.TEXAS •••....„,.•_„.....,••••••••••.•.,...„•.......•••.•.•.• 2008 ENTERPRISE DRIVE •,:::, C.100 KEY MAP WY LLI A PA S 0 N ROUND ROCK,TEXAS'TWA . '...:' C101 PROP.10"WWI PLAN AND PROFILE STA.10.00 TO END COU•NTY Ir. 51 C102 EROSION CONTROL SHEET Tifiiil CONTACT: JEFF BELL i , C-501 STANDARD DETAILS-SHEET') SENIOR PROJECT MANAGER ; C-502 STANDAPO DE,TAIS a SHEET 2 512-2184076 .,. .:1 WILLIAMSON COUNTY PESIGI1ER: COBB FENDLEY HAIRY MAN RD./BRUSHY CREEK RD. IMPROVEMENTS 505 E.HUNTLAND DR.SUITE 100 AUSTIN,TEXAS 78752 ROUND ROCK 10 INCH \.::::':::;',::,,i'll. RELOCATION CONTACT, STANLEY FEES.P.E. 512834.0798 ..:: TOTAL LENGTH OF PROJECT: 130 LF :-,... PROJECT LIMITS: 95 FT EAST OF HAIRY MAN RD./CREEK BEND BLVD.INTERSECTION,CROSSING HAIRY MAN RD. il RELOCATION OF 10"WASTEWATER LINE,INCLUDING OPEN CUT,INSTALLATION OF ASSOCIATED 100°A)SUBMITTAL :•::!. 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R NO ROCK,TEVLS I,.,.,,..,.. ‘.,..::,---,--,,\'-,'-,,,i,"'..;, ,,.••••'-/...•••.1`..,,,,:::' ..,,..'1-\:::cii,..,,f„,,,:.,,,:,,,,,.. -.,1,....:::\ ',....----'i .......,... ,,,,,,..0 :.i:i i.);•''..„... ',.' .\',,,,,-k fr" , '•-•,...',-,,,.',....,..., f-'',•-/..,--"*'..,..., ‘,.., ::,•-, .._ -ft. ,, ...._. ..„:,--=-,;_:,'zi t',.\--- i--....--, ........,, ,', i•-i ...,4 .1 I.:-•,',.'.'-% ,..---WY0m..3 SPRINC.;!-.3:„,:. ••-.--,----• ,-,-- , •,,, ...,..,..... f...,::.....,.-c•,...:,,,. \-T.,..,....-..,,',.'.,,,,,,,--::::-'-'\ V '-. re-:f..)--.... - ' ‘ \I ..i;, 1:::::'...:;....:,-...."-c.•,--..::, .45,-:7...,'&,\.-:-/'--,-''\',.':',.:::::::,,, ..'...4„..........,----1,'.---A..„---......1..-------7----,---,------\, 1,-,: ty::.-.::,,i. \*.l..,....„1.4-..:::::\VC:::::'::::---•:.:1,V,'..--:.:- (i ‘7 k.„....-:- N • ,----, , :2,1 ,.. ;.. i... —, -:;,„.--,:-,.--,....,.....,,,-:\;,:-..„..,:::..:...:, -"t`i, s , ,•••-: ; , . _...• .. .. . ..•.....•, ..,. Exhibit A ,,•, .„:„,„-......,.,„;,,,...;-:::-.1 ,., ,,.", , i.•:..'f?..i•••••tKif?.?•',S-Si'ti?•'.E11,,,,••••;•••••••••••••E,W&A,,,,c,••••••••••••i••••,,••••••••••••:,....i ....„••-..,......,I/...:,i,,:, ,/ ,....,...... '•,.., ,..,, ....,:\? •., ., ,....• , ':: i'......i..........................................i..........................:::::-........::::::::1:::::::::::::::::::::::::1 IP CobbFendley VICINITY MAP IBM NO.274 I TWO NO 1004003 .........„....„...... SOS EAST HUNTLAND DRIVE.SUITE 100 (NOT TO SCALE) AUS11111.TEXAS 7875*Z 512 04 97991 FAX 512 8341277 WWWOSEDLEY.COM ... - ......._ .•\s. •••,......,. ....- ,„ 4. (kJ' GENERAL NOTES 01111111 �a 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF ROUND ROCK STANDARD 7. ALL MANHOLES SHALL BE CONCRETE WITH CAST IRON RING AND COVER.ALL MANHOLES LOCATED STREAMS,SENSITIVE FEATURES,ETC. tc.} :p SPECIFICATIONS MANUAL. OUTSIDE OF THE PAVEMENT SHALL HAVE BOLTED COVERS.TAPPING OF FIBERGLASS MANHOLES IMENT MUST BE REMOVED 2. A EXISTING UTILITIES.PAVEMENT,CURBS,SIDEWALKS,STRUCTURES,TREES,ETC.,NOT PLANNED SHALL NOT BE ALLOWED. 6. OCCUPIES 50X OF THE BASIN'SROM DESIGNE CAPACITYT TRAPS OR SEDIMENTATION BASINS WHEN IT NY FOR DESTRUCTION OR REMOVAL THAT ARE DAMAGED OR REMOVED SHALL BE REPAIRED OR 8. THE CONTRACTOR MUST OBTAIN A BULK WATER PERMIT OR PURCHASE AND INSTALL A WATER i Ri REPLACED AT HIS EXPENSE. METER FOR ALL WATER USED DURING CONSTRUCTION.A COPY OF THIS PERMIT MUST BE CARRIED 7. UTTER,CONSTRUCTION DEBRIS,AND CONSTRUCTION CHEMICALS EXPOSED TO STORMWATER SHALL AT ALL TIMES BY ALL WHO USE WATER. BE PREVENTED FROM BEING DISCHARGED OFFSITE. 3. THE CONTRACTOR SHALL VERIFY ALL DEPTHS AND LOCATIONS OF EXISTING UTILITIES PRIOR TO s>, ANY CONSTRUCTION.ANY DISCREPANCIES WITH THE CONSTRUCTION PLANS FOUND IN THE FIELD 9. LINE FLUSHING OR ANY ACTIVITY USING A LARGE QUANTITY OF WATER MUST BE SCHEDULED WITH 8. ALL EXCAVATED MATERIAL THAT WILL BE STORED ON-SITE MUST HAVE PROPER E&S CONTROLS. SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER WHO SHALL BE INSPECTOR. o RESPONSIBLE FOR REVISING THE PLANS ARE APPROPRIATE. 9. IF PORTIONS OF THE SITE WILL HAVE A CEASE IN CONSTRUCTION ACTIVITY LASTING LONGER THAN 10.THE CONTRACTOR,AT HIS EXPENSE.SHALL PERFORM STERIUZATION OF All POTABLE WATER 14 DAYS,SOIL STABIUZATION IN THOSE AREAS SHALL BE INITIATED AS SOON AS POSSIBLE PRIOR in ,i 4. MANHOLE FRAMES.COVERS,VALVES.CLEANOUTS,ETC.SHALL BE RAISED TO FINISHED GRADE LINES CONSTRUCTED AND SHALL PROVIDE ALL EQUIPMENT(INCLUDING TEST GAUGES),SUPPUES TO THE 14TH DAY OF INACTIVITY.IF ACTMTY WILL RESUME PRIOR TO THE 21ST DAY, M 2 PRIOR TO FINAL PAVING CONSTRUCTION. (INCLUDING CONCENTRATED CHLORINE DISINFECTING MATERIAL),AND NECESSARY LABOR REQUIRED STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS POSSIBLE. of ♦' FOR THE STERILIZATION PROCEDURE.THE STERILIZATION PROCEDURE SHALL BE MONITORED BY 5. THE CONTRACTOR SHALL.GIVE THE CITY OF ROUND ROCK INSPECTOR AND CONSTRUCTION a OBSERVER 48 HOURS NOTICE BEFORE BEGINNING EACH PHASE OF CONSTRUCTION. CITY OF ROUND ROCK PERSONNEL.WATER SAMPLES WILL BE COLLECTED BY THE CITY OF ROUND 10.THE FOLLOWING RECORDS SHOULD BE MAINTAINED AND MADE AVAILABLE TO THE TCEO UPON ROCK TO VERIFY EACH TREATED LINE HAS ATTAINED AN INITIAL.CHLORINE CONCENTRATION OF 50 REQUEST: MIIIIIII I PPM.WHERE MEANS OF FLUSHING IS NECESSARY,THE CONTRACTOR,AT HIS EXPENSE,SHALL THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR 6. ALL AREAS DISTURBED OR EXPOSED DURING CONSTRUCTION SHALL BE REVEGETATED IN PROVIDE FLUSHING DEVICES AND REMOVE SAID DEVICES PRIOR TO FINAL ACCEPTANCE BY THE THE DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A p ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.REVEGETATION OF ALL DISTURBED OR EXPOSED AREAS SHALL CONSIST OF SODDING OR SEEDING,AT THE CONTRACTOR'S OPTION. CITY OF ROUND ROCK. PORTION OF THE SITE;AND THE GATES WHEN STABILIZATION MEASURES ARE INITIATED. o _atHOWEVER,THE TYPE OF REVEGETATION MUST EQUAL OR EXCEED THE TYPE OF VEGETATION 11.SAMPLING TAPS SHALL BE BROUGHT UP TO 3 FEET ABOVE GRADE AND SHALL BE EASILY 11.THE HOLDER OF ANY APPROVED CZP MUST NOTIFY THE APPROPRIATE REGIONAL OFFICE IN V PRESENT BEFORE CONSTRUCTION.REVEGETATION SHALL BE INCLUDED IN THE MAIN ROADWAY WRITING AND OBTAIN APPROVAL FROM THE EXECUTIVE DIRECTOR PRIOR TO INITIATING ANY OF THE ACCESSIBLE FOR CITY PERSONNEL.AT THE CONTRACTOR'S REQUEST,AND IN HIS PRESENCE. PLANS. SAMPLES FOR BACTERIOLOGICAL TESTING WILL BE COLLECTED BY THE CITY OF ROUND ROCK NOT FOLLOWING: 9,1 2 LESS THAN 24 HOURS AFTER THE TREATED UNE HAS BEEN FLUSHED OF THE CONCENTRATED ANY PHYSICAL OR OPERATIONAL MODIFICATION OF ANY BEST MANAGEMENT PRACTICES(BMPS) eig,fig 7. PRIOR TO ANY CONSTRUCTION,THE ENGINEER SHALL CONVENE A PRECONSTRUCTION CONFERENCE CHLORINE SOLUTION AND CHARGED WITH WATER APPROVED BY THE CITY.CONTRACTOR WILL BE OR STRUCTURE(S),INCLUDING BUT NOT LIMITED TO TEMPORARY OR PERMANENT PONDS.DAMS. _ v I BETWEEN THE CITY OF ROUND ROCK,HIMSELF,THE CONTRACTOR,OTHER UTILITY COMPANIES,THE RESPONSIBLE FOR THE COST OF THE PRE-TESTING DUE TO FAILED TEST. BERMS,SILT FENCES,AND DIVERSIONARY STRUCTURES; i 9 o, COUNTY OBSERVER,ANY AFFECTED PARTIES AND ANY OTHER ENTITY THE CITY OR ENGINEER MAY ANY CHANCE IN THE NATURE OR CHARACTER OF THE REGULATED ACTIVITY FROM THAT WHICH �,o REQUIRE. 12.THE CONTRACTOR,AT HIS EXPENSE.SHALL PERFORM QUALITY TESTING FOR ALL WASTEWATER WAS ORIGINALLY APPROVED; 1.14iggg$ ~ T T PIPE INSTALLED AND PRESSURE PIPE HYDROSTATIC TESTING OF ALL WATER UNES CONSTRUCTED ANY CHANGE THAT WOULD SIGNIFICANTLY IMPACT THE ABIUTY TO PREVENT POLLUTION OF THE m O 8. HE CONTRACTOR AND THE ENGINEER SHALL KEEP ACCURATE RECORDS OF ALL CONSTRUCTION AND SHALL PROVIDE ALL EQUIPMENT(INCLUDING PUMPS AND GAUGES).SUPPLIES AND LABOR EDWAROS AQUIFER;OR Q i=8 THAT DEVIATES FROM THE PLANS.THE ENGINEER SHAD.FURNISH THE CITY OF ROUND ROCK NECESSARY TO PERFORM THE TESTS.DUALITY AND PRESSURE TESTING SHALL BE MONITORED BY ANY DEVELOPMENT OF LAND PREVIOUSLY IDENTIFIED AS UNDEVELOPED IN THE APPROVED . ACCURATE"AS-BUILT"DRAWINGS FOLLOWING COMPLETION OF ALL CONSTRUCTION.THESE CITY OF ROUND ROCK PERSONNEL CONTRIBUTING ZONE PLAN. o 2 Q "ASBUILT"DRAWINGS SHALL MEET WITH THE SATISFACTION OF THE ENGINEERING AND On0DEVELOPMENT SERVICES DEPARTMENT PRIOR TO FINAL ACCEPTANCE. 13.THE CONTRACTOR SHALL COORDINATE TESTING WITH THE CITY OF INSPECTOR AND PROVIDE NO Austin Regional Office 12100 Pork 35 Circle,Building A Austin,Texas 78753-1808 Phone(512) w LESS THAN 24 HOURS NOTICE PRIOR TO PERFORMING STERILIZATION,QUALITY TESTING OR 339-2929 Fox(512)339-3795 Son Antonio Regional Office 14250 Judson Rood Son Antonio, UP 1 9. THE ROUND ROCK CITY COUNCIL SHALL NOT BE PETITIONED FOR ACCEPTANCE UNTIL ALL PRESSURE TESTING. Texas 78233-4.0 Phone(210)490-3096 Fox(210)545-4329 / NECESSARY EASEMENT DOCUMENTS HAVE BEEN SIGNED AND RECORDED. ina 14.THE CONTRACTOR SHALL NOT OPEN OR CLOSE ANY VALVES UNLESS AUTHORIZED BY THE CITY OF O 10.WHEN CONSTRUCTION IS BEING CARRIED OUT WITHIN EASEMENTS,THE CONTRACTOR SHALL ROUND ROCK. lk W WN NFINEHIWORKI OWITHINTHEPERMANENTANOANYTEMPORARYEASEMENTS.PRIOR TO% AL ACCEPTANCE, HE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TRASH AND 15.ALL VALVE BOXES AND COVERS SHALL BE CAST IRON. SURVEY NOTES o DEBRIS WITHIN THE PERMANENT AND TEMPORARY EASEMENTS.CLEAN-UP SHALL BE TO THE 1. BEARING VALUES BASED ON THE TEXAS STATE PLAN COORDINATE SYSTEM,NAO-83.CENTRAL SATISFACTION OF THE CITY ENGINEER. 16.ALL WATER SERVICE,WASTEWATER SERVICE AND VALVE LOCATIONS SHALL BE APPROPRIATELY o MARKED AS FOLLOWS: (4203).COORDINATES ARE SURFACE VALUES BASED ON A COMBINED SURFACE ADJUSTMENT 11.PRIOR TO ANY CONSTRUCTION,THE CONTRACTOR SHALL APPLY FOR AND SECURE ALL PROPER FACTOR OF 1.00011.ELEVATIONS BASED UPON GEOID 2012A,PER WESTERN DATA GPS c PERMITS FROM THE APPROPRIATE AUTHORITIES. WATER SERVICE"W"ON TOP OF CURB REFERENCE NETWORK. co F., TRENCH SAFETY VALVE N SERVICE"S"ONR TOP OF CURB Q W 0 ALVE 0 ACE OF CURB at �� i 1. IN ACCORDANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE U.S.OCCUPATIONAL SAFETY TOOLS FOR MARKING THE CURB SHALL BE PROVIDED BY THE CONTRACTOR.OTHER APPROPRIATE SUMMARY OF QUANTITIES Z Z at g AND HEALTH ADMINISTRATION REGULATIONS,ALL TRENCHES OVER 5 FEET IN DEPTH IN EITHER MEANS OF MARKING SERVICE AND VALVE LOCATIONS SHALL BE PROVIDED IN AREAS WITHOUT UlZ8 .� HARD AND COMPACT OR SOFT AND UNSTABLE SOIL SHALL BE SLOPED,SHORED.SHEETED.BRACED CURBS.SUCH MEANS OF MARKING SHALL BE AS SPECIFIED BY THE ENGINEER AND ACCEPTED 505 Encasement Pipe.20"Dia.,Steel(ASTM A.) 50 LF Q OR OTHERWISE SUPPORTED.FURTHERMORE,ALL TRENCHES LESS THAN 5 FEET IN DEPTH SHALL BY THE CITY OF ROUND ROCK. g yy�y prop M 1 EA L.I .1- C ALSO BE EFFECTIVELY PROTECTED WHEN HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. Manhole W/GIP Base,5'Ota. , I-- E TRENCH SAFETY SYSTEMS TO BE UTIUZED FOR EACH PROJECT WILL BE PROVIDED TO 17.CONTACT CITY OF ROUND ROCK ENGINEERING AND DEVELOPMENT SERVICES DEPARTMENT FOR Trench Safety Systems(All Depths) 83 LF O CONTRACTOR. ASSISTANCE IN OBTAINING EXISTING WATER AND WASTEWATER LOCATIONS.• 510�WW Pipe,10"Die.PVC SDI-26(AI!Depths) 83 LF Z LI. U 2. IN ACCORDANCE WITH THE U.S.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 18.THE CITY OF ROUND ROCK FIRE DEPARTMENT SHALL BE NOTIFIED 4S HOURS PRIOR TO TESTING 569 Concrete Box Culvert,4 R.x 4 ft.for temporary13 vF __Io t REGULATIONS,WHEN PERSONS ARE IN TRENCHES 4 FEET DEEP OR MORE.ADEQUATE MEANS OF OF ANY BUILDING SPRINKLER PIPING IN ORDER THAT THE FIRE DEPARTMENT MAY MONITOR SUCH bypass >- 8 EXIT,SUCH AS A LADDER OR STEPS,MUST BE PROVIDED AND LOCATED SO AS TO REQUIRE NO TESTING. MORE THAN 25 FEET OF LATERAL TRAVEL. 5M-8038 TEMP SEDMT CONT FENCE(INSTALL) 165 LF w z 19.SAND,AS DESCRIBED IN SPECIFICATION ITEM 510 PIPE,SHALL NOT BE USED AS BEDDING FOR 506-6039 'TEMP SEDMT CONT FENCE(REMOVE) 165 LF Z Q 3 3. IF TRENCH SAFETY SYSTEM DETAILS WERE NOT PROVIDED IN THE PLANS BECAUSE TRENCHES WATER AND WASTEWATER UNES.ACCEPTABLE BEDDING MATERIALS ARE PIPE BEDDING STONE,PEA SP508 BPWW Temporary Wastewater Bypass Pumping 5 DAY W �' / WERE ANTICIPATED TO BE LESS THANS FEET IN DEPTH AND DURING CONSTRUCTION IT IS FOUND GRAVEL AND IN LIEU OF SAND,A NATURALLY OCCURRING OR MANUFACTURED STONE MATERIAL x it -2THAT TRENCHES ARE IN FACT 5 FEET OR MORE IN DEPTH OR TRENCHES LESS THAN 5 FEET IN CONFORMING TO ASTM C33 FOR STONE QUALITY AND MEETING THE FOLLOWING GRADATION C7 5 DEPTH ARE IN AN AREA WHERE HAZARDOUS GROUND MOVEMENT IS EXPECTED.ALL SPECIFICATION: 2 CONSTRUCTION SHALL CEASE.THE TRENCHED AREA SHALL BE BARRICADED AND THE ENGINEER CO NOTIFIED IMMEDIATELY.CONSTRUCTION SHALL NOT RESUME UNTIL APPROPRIATE TRENCH SAFETY SIEVE SIZE PERCENT RETAINED BY WEIGHT li SYSTEM DETAILS.AS DESIGNED BY A PROFESSIONAL ENGINEER.ARE RETAINED AND COPIES 1/2" 0 SUBMITTED TO THE CITY OF ROUND ROCK. 3/8" 0-2 STREET AND DRAINAGE #4 40-85 0 #10 95-100 1 1. ALL TESTING SHALL BE DONE BY AN INDEPENDENT LABORATORY AT THE OWNER'S EXPENSE.ANY 20.THE CONTRACTOR IS HEREBY NOTIFIED THAT CONNECTING TO,SHUTTING DOWN,OR TERMINATING i RETESTING SHALL BE PAID FOR BY THE CONTRACTOR.A CITY INSPECTOR SHALL BE PRESENT EXISTING UTILITY UNES MAY HAVE TO OCCUR AT OFF-PEAK HOURS.SUCH HOURS ARE USUALLY DURING ALL TESTS.TESTING SHALL BE COORDINATED WITH THE CITY INSPECTOR AND HE SHALL OUTSIDE NORMAL WORKING HOURS AND POSSIBLY BETWEEN 12 A.M.AND 6 A.M. Z E BE GIVEN A MINIMUM OF 24 HOURS NOTICE PRIOR TO ANY TESTING.TELEPHONE 218-5555 (INSPECTIONS). 21.ALL WASTEWATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TEXAS COMMISSION ON L I 0 c ENVIRONMENTAL QUALITY(TCEQ)REGULATIONS 30 TAC CHAPTER 213 AND 317 AS APPLICABLE. :$>5^; O 2. BACKFILL BEHIND THE CURB SHALL BE COMPACTED TO OBTAIN A MINIMUM OF 959bMAX1MUM WHENEVER MOD AND CITY OF ROUND ROCK SPECIFICATIONS CONFLICT THE MORE STRINGENT 1 • g DENSITY TO WITHIN 3"OF TOP OF CURB.MATERIAL USED SHALL BE PRIMARILY GRANULAR WITH .' 4:_.,.4.x NO ROCKS LARGER THAN 6"IN THE GREATEST DIMENSION.THE REMAINING 3"SHALL BE CLEAN SHALL APPLY. • ;� TOPSOIL FREE FROM ALL CLODS AND SUITABLE FOR SUSTAINING PLANT LIFE. TEXAS COMMISSION ON ENVIRONMENTAL QUALITY CONTRIBUTING ZONE �''_"""0_ 3. DEPTH OF COVER FOR ALL CROSSINGS UNDER PAVEMENT INCLUDING GAS,ELECTRIC,TELEPHONE, PLAN GENERAL CONSTRUCTION NOTES il."'- i 4 0o CABLE TV WATER SERVICES ETC. SHALL BE A MINIMUM OF 3" ELOW U G '0 B S B RAGE. .,,,� °O 1 A WRITTEN NOTICE OF CONSTRUCTION MUST BE SUBMITTED TO THE TCEQ REGIONAL OFFICE AT o WATER AND WASTEWATER LEAST 48 HOURS PRIOR TO THE START OF ANY GROUND DISTUR. BANCE OR CONSTRUCTION M ACTIVITIES.THIS NOTICE MUST INCLUDE: 1. PIPE MATERIAL FOR WATER MAINS SHALL BE PVC(AWWA C-900,MIN.CLASS 200).OR DUCTILE THE NAME OF THE APPROVED PROJECT mt IRON(AWWA C-100,MIN.CLASS 200).WATER SERVICES(2"OR LESS)SHALL BE POLYETHYLENE THE ACTIVITY START DATE;AND o TUBING(BLACK,200 PSI,DR 9). THE CONTACT INFORMATION OF THE PRIME CONTRACTOR N PROI NO.170.11-10 1.1 2. PIPE MATERIAL FOR PRESSURE WASTEWATER MAINS SHALL.BE PVC(AWWA C-900,MIN.CLASS 2. ALL CONTRACTORS CONDUCTING REGULATED ACTIVITIES ASSOCIATED WITH THIS PROJECT SHOULD DRAWN:H VAN HOOSIER DRAWN:H.BYRNE ✓ 150),OR DUCTILE IRON(AWWA C-100,MIN.CLASS 200).PIPE MATERIAL FOR GRAVITY BE PROVIDED WITH COMPLETE COPIES OF THE APPROVED CONTRIBUTING ZONE PLAN(CZP)AND CHECK:L.PRINCE WASTEWATER MAINS SHALL BE PVC(ASTM D2241 OR D3034,MAX.DR-26),DUCTILE IRON AWWA THE TCEQ LETTER INDICATING THE SPECIFIC CONDITIONS OF ITS APPROVAL.DURING THE COURSE ITT R: s.FEESC OF THESE REGULATED ACTMTIES,THE CONTRACTORS SHOULD KEEP COPIES OF THE APPROVEDE: OCT08ER 15.2020 o C-100.MIN.CLASS 200). PLAN AND APPROVAL LETTER ON-SITE. C) E O 3. UNLESS OTHERWISE ACCEPTED BY THE CITY ENGINEER,DEPTH OF COVER FOR ALL UNES OUT OF �P�E OF TF�" 3. NO HAZARDOUS SUBSTANCE STORAGE TANK SHALL BE INSTALLED WITHIN 150 FEET OF A WATER r v THE PAVEMENT SHALL BE 42 MIN.,AND DEPTH OF COVER FOR ALL LINES UNDER PAVEMENT SUPPLY SOURCE,DISTRIBUTION SYSTEM,WELL,OR SENSITIVE FEATURE. '� �'` i► SHALL BE A MIN.OF 30"BELOW SUBGRADE. [r 4. ALL FIRE HYDRANT LEADS SHALL BE DUCTILE IRON PIPE(AWWA C-100.MIN.CLASS 200). 4. PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY,ALL TEMPORARY EROSION AND SEDIMENTATION • ' ar w (E&S)CONTROL MEASURES MUST BE PROPERLY INSTALLED AND MAINTAINED IN ACCORDANCE WITH c THE MANUFACTURERS SPECIFICATIONS.IF INSPECTIONS INDICATE A CONTROL HAS BEEN USED �� 5. ALL IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH MINIMUM 8-MIL POLYETHYLENE AND S r 1 O INAPPROPRIATELY,OR INCORRECTLY,THE APPLICANT MUST REPLACE OR MODIFY THE CONTROL ?,i''- �p SEALED WITH DUCT TAPE OR EQUAL ACCEPTED 8Y THE CITY ENGINEER. v= FOR SITE SITUATIONS.THESE CONTROLS MUST REMAIN IN PLACE UNTIL THE DISTURBED AREAS ,�,; �,. /Z 6. THE CONTRACTOR SHALL CONTACT THE CITY INSPECTOR AT 218-5555 TO COORDINATE UTILITY HAVE BEEN PERMANEN1tY STABILIZED. OC1�8ER 15,2020 /Q TIE-INS AND NOTIFY HIM AT LEAST 48 HOURS PRIOR TO CONNECTING TO EXISTING UNES. 5. 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''-'' !Nt,-.'•i.... .'4...'..'.1'..1..iii;j404;,:'..::.',;;;;;:;.7.4.;eZ- .. .-,......- . • ,t n,'':'..''''' '''''' .,,,,Hd ct.f.• \,,,,s,1100.1, .., • I- N i\.• • 1 ' I jHRCL:.: :f..: i PROP.36"RCP g' . • I• I ••.• -- A• • .. .. .. . . •r...•••• j' REMOVE •83'LF < •1 • • ....,•••••::....••• 'A- Q 1 • (LINE S14.2) <, �' . - ► - • . �� , EXIST.10"INC Q • •I WWL AND 46 LF ;• •' `. '.,� MOW STRIP TO BE ..,.. '' ti ....,.. Q .. > EXIST.18"CASING, > REPLACED DURING • • r. '� R a}o �� / FOLLOVwNG; _ ' ROADWAY CONSTRUCTION .. a Q 4/0 •0•� INSTALLATION OFA ? :r:- (BY OTHERS) 4. Z N MOW STRIP TO BE REPLACED NEW 10"WWL. �r • `' • ► o �° -< I4/ N DURING ROADWAY : '.'' 10+83.37 END PROP-HMR-IN1WL �,' CONSTRUCTION 41 SY HMAC ` _ V PAVEMENT '• o275+26.83 HMR CL • •�. • , iI i,.,,•''..,;.• 5'WWMH"A1" • ftt HQ ' e+y REPAIR • _ �` CONNECT TO INTERNAL 10"PVC WWL. • ' '`' CONTRACTOR SHALL DETAINANTERCEPT WW FLOW AT 10+00.00 BEGIN PROP-MR-VW/L. - I !` I 1-60"0 CIP WATERTIGHT DROP VIMIMH 4:- ,+ ,\ , �` N Q 9T 1 'THIS LOCATION WHEN REMOVING THE 4 X4 CONC.BOX 0 20 40 Wo.=275 23.29 HMR CL j �� 1pTN wi CI BASE. v CULVERT SUCTION PIT AND INSTALLING NEW SECTION Z 4 WWMH AO"(EXIST.) '+ 4/ EX•RO #:, 1 )...\ ,'' OF 10"PVC DR WH R T = '-' CONNECT TO EX.48"0 WWMH. ! I 26 E E HE SUCTION PIT WAS SCALE:1" 40' ii • +� �,. LOCATED.CONTRACTOR SHALL SUBMIT A BYPASS E. INSTALL 79 LF 10"PVC WWL. '. - � �-�� ` �� '`-• '� PUMPING PLAN FOR APPROVAL PRIOR TO BEGINNING CONTRACTOR TO RE-COAT / :~ - iilloliditis,'• ► THIS OPET2ATION. I : MANHOLE INTERIOR AND / :w S •:".C.?�".►�4.7.t` !._a_� aC MAKEWATERTIGHT. / :ice►% 0' �- - - �- - .�.r.......�, ......_...__..._.._.__._�.......----- •------......_...............; • • LEGEND L. oci z .. 1 .... ..... f:� --PROP-1ytASTEwATER a W t . : PeX4i.l.',;•:•3s , •10+90.90 PROP-HMR-WWL •. ' ? L1/.• if':' I : :;r:, 1 ` =275+27.15 HMR CL •' PROP•f\ •I ' '�• -- ROW Cl / J It END MP.BA CONEC . •`�› X / 'J... i . 1-4'x4'CONC. • •• • •F_i / fe2\\ \ TEANCY!BSSOLNRflON N PIT. • •7 • EASEMENT fib _ i 7/ T PROP.4 HDPE �, ) (TO BE REMOVED AFTER CONSTRUCTION) EX.48"0 WWMH �� J I WW BYPASS o► / I _ EXIST.(OP c$ , RIM 756.13 g g � 9♦99.95 PROP-iMR WWL .. / •� � �'=275+23.25 HMR CL I; ` 1A ,1 1.7527 PROP-HMR-WWL _ 1 •. FL(IN,NW) 737.40 PROP.EOP •ti =275+26.39 HMR CL - a�cv I INSTALL TEMP.BYPASS CONNECTION. • ( FL(IN,NE) T37.29 '/ W W DUST.WATER LINE • 95 LF 4"HOPE PIPE,INCLUDING ti r ( )-` 61 �+ 1` •D)END 20"X i"STEEL CASING FL IN•E 737.83 g E e� ` � � � �' FL OUT S-T37 20 ( WYIF-EXIST'�LINE TEMP.PAVEMENT REPAIRS. Z 1 ( (OPEN TRENCH) ( ) �i a p v A :`' a► N PER SURVEY SO SD STORM GRAIN124i115.1 1 I i <" • 10+25.20 PROPa•IMR-WWL / i G-G EXIST.CAS LINE k ... PROPO '. z -275+24.32 HMR CL P 146 10T�. >; 1.,, SED• INLET UT UT U.G.TELECOM N " • 1 V4 W .• 1 , LOCATION(BY OTHERS) •BEGIN 20"X"STEEL CASING �' / .RD g . . .. =Q i �( r ,�+�' A FO FO ABER OPTIC 2 (OPEN TRENCH)i \ �, �'' _ ..,,:„. o GUARD RAIL TO BE 1 W o G I EX.ROW OE OE OVERHEAD ELECTRICdo§ aREPLACED DURING -7 I :: ' I U ROADWAY '••. 8* • ` E-E U.C.ELECTRIC Z • \ CONSTRUCTION(BY ) } IT PROP.36'°RCP O O CHAINUNK FENCE K. OTHERS) / 1 / 'j yiit. =\` (LINE S14�3) \......, '•� •�� :r ROCK FENCE • :. ir, EX.ROW Ii'd;j.:;:,:.•,;:..,:. • 0 i I •.. 1 I:loco,• 4 +: '.'� EXIST.TREE o0 744 �,,)12 o O a �,, 744 (TO REMAIN) :• m • C3.'QWZV�� A•• V • .............................i...........................1....................o 2.1..ii.g....................,............ O -Gb•/�►- .;. 1 EXIST.TREE 0 Z z I r to 2< (TO BE REMOVED) z W 0 • • Qp Q QVa W Q tc-: (/)�, 742 •______________________________•-••....------___-•--•_____i._---_.-_-_-_--..__I`-�api„_.--•-__._---•-••...•••--•..._._•.•••'�-••.-•-•-._--••-•-,..•••-...-_--___-.__--__-__.-_--_.__----•-•••-•------••_.-__._ 742 EXIST-TREE I; §1 8 • o • • • NOTE: ( D\FYPCHNFENC E) ® l"' E • • • CONTRACTOR MUST MEET/EXCEED THE EXISTING PAVEMENT 4 O+ Y 740 ............................................................................_...{......................---•---.............................--- ------ r-•-----...------...........'............--•------------, 740 SECTION WHEN PERFORMING PAVEMENT REPAIRS. ` Ci U �,�.Nan, Q t'F; THE CONTRACTOR SHALL HAVE FULL TIME(24 HOUR),ONSITE Q = ft • _ o I • - QUALIFIED PUMP PERSONNEL INCLUDING SUPERVISION FOR 1• THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES _ 0 Cl� n - ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE Q i o / • MONITORING THE ENTIRE BYPASS INSTALLATION WHILE IT IS IN CQNTRACTOR SHALL.DETERMINE THE EXACT LOCATION OF Z 738 "--•-•--'•"-'----'-"'-'--• •'----•---••--------'---'.---{......................._..• ................--------- -- ---.._.._............------............_.}..........-------...._...... 738 OPERATION.THE ENTIRE LENGTH OF BYPASS PIPING SHALL BE ALL EXISTING UTILITIES BEFORE COMMENONG WORK AND W 2 D Z ':PROP.GRADE J WALKED AND INSPECTED HOURLY TO MONITOR FOR LEAKS. AGREES TO BE FULLY RESPONSIBLE FOR ANY AND AIL Q - >0 • HIGH LEVEL ALARM NOTIFICATION TO CELL PHONES SHALL NOT DAMAGES THAT MIGHT BE OCCASIONED BY THE FAIWRE Q L I Lt EUMINATE THIS REQUIREMENT.WHERE BYPASS PUMPING (Z 0 z c , • TO ExA1CTLY LOCATE AND PRESERVE ANY AND ALL 0 1 b0.3t LF OF EX.10" • SYSTEMS EXCEED 1, UNDERGROUND UTILITIES.WHEN THE CONTRACTOR is _ o r 500 FEET IN LENGTH CANNOT BE USK TRENCHLESS INSTALLATION METHODS.THE Cl. 73fi ... ..RVCD�t•261ArWL@.5.�6.�.. ....-•----...•..........................:...........................,......_---.._---........;...................._.....-- •---....................., 736 COMPLETELY OBSERVED FROM THE BYPASS PUMP LOCATION, CONTRACTOR SHALL LOCATE ALL UTILITIES FOR THE a. o (PER SURVEY) AT LEAST ONE ATTENDANT SHALL BE ASSIGNED TO THE PUMP ENTIRE LENGTH OF THE INSTALLATION TO ANY ........................:............................................. -...--•------..........................................`..........._- ....'....._............................................... OPERATION,AND ONE ADDITIONAL ATTENDANT SHALL BE ACTIVITIES. I 2. CONTRACTOR TO MAINTAIN 48"MINIMUM COVER OVER � EXIST.GRADE � ASSIGNED TO WALK AND MONITOR THE PIPELINE. , PROPOSED WASTEWATER UNE IN THE STREET AND 42 I • :‘61, 734 7 � ..---• 734• AREAS. •................................................................... ONCE ALL WORK IS COMPLETED AND THE BYPASS PUMPING 46±LF OF EiC. OPERATION IS NO LONGER REQUIRED,THE CONTRACTOR MUST VERTICAL AND HSTTNG TTL ALE BETWEEN '~ 18"ENCASEMENT DISINFECT AND DRAIN THE ENTIRE BPP SYSTEM IN PROPOSED AND EXISTING UTILITIES UNLESS OTHERWISE c SHOWN ON THE PLANS. o .. ............. .............. ..............'....;......-_...,.........................,..................... ACCORDANCE WITH APPROVED SUBMITTAL. 3. ANY DISCREPAJ�fES FROM WHAT IS SHOWN Swan BE U BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR ' • : 732 EXIST.op PVC f_. 7 i 732 : , o 8.5t LF OF 4. EXISTING TO METER MAINS CONNECTED TO PROPOSED '. N TO BE REMOVED - • . -REP.10 PVC WWL 03) BYPASS •CONNECTION,ANo TO EXIsTING MANHOLE Ar STA g'r• •• E � i'�• •i� � •---•••- 4-,0 r�o� wVNIMH STA 20+00T0 STA 10+83.37VV1TH A 20'96 SAFETY FACTOR 10+00 ARE TO BE PROTECTED AND REMAIN IN SERVICE �x: - c' ! PEAK WET WEATHER FLOW CAPACITY: 345,600 GPD/240 GPM/0.64 CFS UNTIL TI•1E NEW MAINS ARE CONSTRUCTED.TESTED. ' ,•- NPPROvED AND SOME ONES RECONNECTED AND THE i '��°". . r- • ' '; � VELOCITY IN 10"PIPE @ 0.596 SLOPE: 2.18 FPS •-'',„� ? �I V. .._._.__._.___ ;,, -�'_: . ~ ,r:lOr1 Z' `'+ '._ NEW MAIN IS IN SERVICE.730 -..___ _._._. 730 DEPTH IN 10"PIPE 0.5%SLOPE: 0.38 FT .,,, 3 : ' • • ? - -, � 1�VWMH STA 10400 TO STA 10�83.37 WITH FLOW OF 8.FLAW % PEAK WET WEATHER FLOW CAPACITY: 864,000 GPD/600 GPM/1.61 CFS et 728 ---------------------------------•---•--•---••-•---•-- _ _ ......... ...............-;.---_---••••••••__----•-•••• 7 ••-•____----. . 28 VELOCITY IN 10''PIPE @ 0.596 S1APE. 2.88 FPS N /„ ��,�� ,DEPTH IN 1�'PIPE 0.596 SLOPE: 066 FTPROD.NO.i703.O1t-10 Y •• OpMerdite7/40filffeA .......„ .. .................... .... ......... .......................... EXISTING DESIGN:K.VAN HCKHRER MINN:H.BYRNE U CHECK:L.PRINCE ) Z 2 z+ H VZER:: :ATER 8 _Es 726 .......................... ..............._....... ...._......_..._...♦-•-................-- .................. fl..... ...........................----.� .�,.................., 72fi 7.2020 1,-) �� W �'Z PROPOSED 50 LF OPEN TRENCH U O _P,��OF T+ E. •••-••-•-••-••-••••••-----••--•••--••••••--- •••,-------•••------•••--...-••..____ :x_".STEEL•CAASING----_.-�____-•-0-_-__0.-------!------------------- ___-----.__-_---. F-.. - q in. Z.„2 .,: 61 _, .a a� ............................•------..............�a.: . _ _N}•-------.........................---•--•----------......'._.... o a}N.....�. V ... ........ STAN EY RAY FEES + 724a-•�-ri;-�-u�- -•w-nI•u�-�- -�- 724 w F � Lb(2,(4), � VQtius � chi � Zw \zip/ 0' II^p + aa,0mcil z -tea.o aD co.-QM E-• }... W _II o+, a._.. .. �.aoa,.. to a- .� �' a S'E. E ...,.2._.. ,Q 6-Ef.:_ IE,.-2 746•12e° '8•E'R 7: ,J iii C7 1n 7.2OE91QM OC.CYI„......a 1Tr-. ol ti � ^^ PROFILE SCALE ""°"."""."`�""'0N c FE ch^ c c'� st N^ 1=40 HORIZ.-�`-' ~~ ~ 1"=4'VERT. CSHEET EA c-ioi 9+50 10+00 10+50 11+00 11+50 4 R1 8 ,0 4H 0 m ac. z iii a El a g N 0 20' 40' 8 r- O / , ••••.•. .. N i, /-)141/4V./ / 1 / ...i....- ( +\ :l •:.:,,.1.,A,:.:,....:-;..,: / IiiiiEgSCALE:1".40. 4 I ,.. .:7,•.... .,i ., g,-, ...:... ...:::..:.......„....-....... .... • • t f .• -., , ,'....i.,. • 1 ; ..,,al.,... ...•••••.:.• ••,:,.. .• ... .. .. . . •,•-•.••...:•: /it 0, t t'.......• • .'LL �•,.. .. .. ..• • •• • :... ...,. • LEGEND 4. a `� il / i ! •• PROP.WASTEWATER ix h ,(46) ('.. ' '0 • (4;:i. ---PROP.ROW • • L .. .; if•••P l' i j •/ I , '•-. ••••:. i i. , .q w �ti / • '8 •• •• • • • .' •• • EASEMEN t' T .... .*.'.',":.;...1..•( r .::R.,..,,,, ...:..,•t i ,: . .. ....:. . :;• +.,,�.,. ,.:1 .. • • .,.• • EXIST.EOP q''O NI t'' • PROP.36"RCP • • .' • • PROP.EQP W 1). _ Or HMRCL. •.•�- � .;(LINES 14-C2) Crw W EXIST.WATER UNE Z / • 1' ' (BY OTHERS) r''..'. OIv O TREE TO REMAIN 1 + R�. .. WW- 8.,,.,.. 1 k:...: GIST.WW LgNE (TYP) r • "t / "' l I --. SD SD RAINrmigigii0a,i, . • 15� / ' ,' t• . D '', .r:':J., •''�. # . G G EXIST.GAS UNE .1: �iN ,,b g i O • ' • . ,:.:,,. 1' ..-.... ...... ....• UT UT U.G.TELECOM WC:liN w • 1 1e+►� H. \ 1 ? ...... •• .. .....••... ... C.� . ..:. . ..., .. 2E-o0: IllalP it / e... r il's 1- l' ... ONERHEAO ELECTRIC oft,q, ,��/ / ..',° k ij ti I,' E E U.G.ELECTRIC • ^riti ^Nr�.� ,f 1: :� • =, P SN • r�•• CHAli�iLNK FENCE fas • 'IL .• .. 3 7 / ,�. ..i. • I Ili" '.,r`' F '� .. .. .:~.. ROCK FE CE :. -_ ' .... ri . 14: / / 1*. ,. jg -.dr \ , - X X WIRE FENCE .........,...:....., .. / / e_ ED-i .• , N.q‘,...-4,,,,,,-..ior., ,Q, .8. r r4- _. a sT.TREE /____ `�•.�••,'�.�♦� . �:' •,� (TO REMAIN) 0 Li/. ti •• ...A,k. ,,,.:.:.,.,,,,..,I \ \•:„ .. .•::„ ••••••••••• '.i ..A.- •••••••••... , T cT . ••: ••. •.,4::: ...... ...... REMOVE TREE i:..-'....:- - 7) ii I IL.:.( •-n� •., 1 t t t\ \ • . ... ... • ••.�® • ...•...... .�'c .. . ... ,..,i TYP t I a EXIST.TREEwr/• / , :.ti ,�` l •• (T0 BE REMOVED) w,. •if :. • �cn J ) '':.r•:. .. • ( PROP.10"HOPE /�` I/ K /, • • �� .• . CIS U . . LI 1/ </ , \\ 1 VVW!YPT + .0,((r i : �� -J W .,..1 V c°: .. 1 0 i l\. • �� Ct - .x .:.. '.:•:. -........ /it, C. Lk..I- • ._1--, \ \_L /, 'pr- r,,, • : 1 �'I i� • GEAIERAL NOTES; Z Q U• • 165 SF SILT I. WIOT� '•r ' PROPOSED INLET 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES V T...Q ,� I +1 pVN r: ARE I IN AN APPROXIMATE WAY ONLY.THE .X•R g p LOCATION(BY Z FENCE e ,� w OTHERS CONTRACTOR SHALL DETERMINE THE DUCT LOCATION OF Z Z �---ri; • act EX.ROW Au EXISTING unuTIES AFORE COMMENCING WORK AND O o; r ' 1 • AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL Q m / / y 1 1 ~ DAMAGES THAT MIGHT BE OCCASIONED BY THE FAILURE O CC W 4 • c • ! m `� ! PROP.36"RCP TO EXACTLY LOCATE AND PRESERVE ANY AND ALLp .. / �` UNDERGROUND UTILITIES.WHEN THE CONTRACTOR IS Ce 1 cr ;1 jli (LINE S14" • . I r •j.v.,•r • USING T LESS IPfSTALLATI0IV METHODS, E W • ii J .,.. , ACTMTIES. SHALL LOCATE ALL UTILITIES FOR THE i I EX.ROW IL ,. ^• I. • •!,••::1,:•,::•.:•••••'•7..:':••••••::. ...... :` I. . . ...„. .... ....:„... 2. CONTRACTO RPROPOSEDACTOR TO MAINTAIN MINIMUM 18- 1 VERTICAL AND 5'HORIZONTAL CLEARANCE BETWEEN PROPOSED AND EXISTING UTILITIES UNLESS OTHERWISE / SHOWN ON THE PLANS. TREE LIST 3. ANY DISCREPANOES FROM WHAT IS SHOWN SHALL BE A BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR POINT 8 TAG 8 DRIP DIA. SIZE DESCRIPTION STATUS1,0„... 0 M BEGINNING WORK. 735.436 12638 27' 27" CEDAR ELM REMOVE 4. a5 TTNG WASTEWATER MAINS CONNECTED TO PROPOSED i '', i€"" Zs725.175 12647 18' 18" CEDAR ELM - BYPASS CONNECTION,AND TO EXISTING MANHOLE AT STA .��10+00 ARE TO RE PROTECTED AND REMAIN IN SERVICE c -1r'd 729.087 12648 23' 23" CEDAR ELM - UNT1L THE NEW MAINS ARE CONSTRUCTED,TESTED, ' - '" 731.331 12650 13' 13" CEDAR ELM - APPROVED AND SERVICE LINES RECONNECTED AND THE .,4 N'730.720 12652 30' 30" CEDAR ELM REMOVE ►MAIN G PI.AACED IN SERVICE. iaul -1'' 729.972 12655 22' 22" CEDAR ELM REMOVE :.., 732.031 12656 27' 27" CEDAR ELM REMOVE U730.342 12.0 14' 14" _CEDAR ELM - I 732.762 12662 27' 27" CEDAR ELM - 0 730.831 12665 15' 15" OAK • � " - grsiliNNI:3.K.=,:cig•ER ° 735.089 12671 28� ,� �� A 737.791 12680 12,12 12,12 OAK - &TX: H.BYRNS3 738.060' 12681 16' 16" OAK - APBS.FEE E "" DATE: OCTOBER 15.2020 738.237 12682 10,4 10,4 OAK - i-C3- 738.105 12.3 10' 10" OAK - _--.F..OF T • O . . 2' .--: -, 4,,.• STANLEY RAY FEES I. 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MANHOLE MARKER SIGNAGE SHALL BE MADE SUBSIDIARY TO .,.,' *'........."4"....CITY OF ROUND ROCK'•--. • . . EC-03 : . w„...,,,,,....),,_,...L..u..A.e....... ......,-.......,_.......,..„....._,..., ....._.,__,,,„,„,,,,.,..,., ••-:.j:'''''''''-'''''T"12.117449.,_ .•:OTY...:.0F....RO.UND....ROCK 7,--,,T.v-........-:4 'C:RAYeite.;Nr., . T'....ga'....**"3j•.'a"...CITY OF ROUND ROCK ,...,., PAYMENT FOR MANHOLE INSTALLATION. i i : , "mow__ _ ..:-• ----: : JOIN./ :. fii...............,......, , t :w O1.8•4' TREE PROTECTION 1 4...•4. ilf:'rji11 - NCE AWATiops -t FENCE CHAIN I.p.-...,.-...-.. ..; MANHOLE MARKER SIGNAGE DETAIL ...%..,:l,:- .-_.-. ,.-- ,•,,,,,,,,,,....,,,, : _.,...- • COX OP Tel,•;•pb.1,la',Ai, ./- cr- , ,.:.................. ,VOW...-151144,M441...=.••'.VO Md..'_ -- _ _ • • . , • ,tnrzw,t,!r..,,t.--;:-.IN _ OCTOBER 7.2020 /o • ' . ----*.. 7.14.S.,...r....,1=Z;... S.r.. 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OCTOBER,2020 '-- / a 8 t ci SHEET r ro C-503 ._ 8 OF 8 • EXHIBIT B Preliminary Opinion of Probable Construction Costs _, ,. EXHIBIT liBIN di'CobbFendley Williamson County 2013 Road Bond Hairy Man Rd-City of Round Rock 10"WWL Relocation Engineer's Opinion of Probable Cost-100% 10/15/2020 Bid Item Description Quantity Unit Unit Cost Total Cost 505 Encasement Pipe,20"Dia.,Steel(ASTM A134) 50 LF $ 150.00 $ 7,500.00 506-WW Drop Manhole w/CIP Base,5'Dia. 1 EA $ 7,000.00 $ 7,000.00 509 Trench Safety Systems(All Depths) 83 LF $ 4.00 $ 332.00 510-WW Pipe,10"Dia.PVC SDR-26(All Depths) 83 LF $ 150.00 $ 12,505.50 559 Concrete Box Culvert,4 ft.x 4 ft.for temporary 13 VF $ 300.00 $ 3,900.00 bypass 506-6038 TEMP SEDMT CONT FENCE(INSTALL) 165 LF $ 1.50 $ 247.50 506-6039 TEMP SEDMT CONT FENCE(REMOVE) 165 LF $ 1.50 $ 247.50 SP506-BPWW Temporary Wastewater Bypass Pumping 5 DAY $ 2,500.00 $ 12,500.00 Total $ 44,232.50 Exhibit B