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Ordinance No. 15,406 ORDINANCE NO. 15,406 AN ORDINANCE OF TILE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS, AMENDING ORDINANCE NO. 15,254 TO MODIFY WINK TO WEBSTER PIPELINE, LLC'S PIPELINE PERMIT NO. 1906, TO INCLUDE PERMITTING INSTALLATION OF ONE (1) MODIFIED 36-INCH PIPELINE AND ACCESS THROUGH AND CROSS UNDER GARTH ROAD, WEST BAKER ROAD, WEST CEDAR BAYOU LYNCHBURG ROAD, NORTH MAIN STREET, EAST ARCHER ROAD, AND BARKULOO ROAD, ESTABLISHING THE AMOUNT OF TIIE BOND; AUTHORIZING AND DIRECTING THE CITY ENGINEER TO PERMIT SITE MAPS AND PLANS; PROVIDING OTHER PROVISIONS RELATED THERETO;AND PROVIDING FOR TI IE EFFECTIVE DATE THEREOF. ****************************************************************************** WHEREAS, on October 27, 2022, the City Council of the City of Baytown, Texas (City Council) approved Ordinance No. 15,254, authorizing the approval of Permit No. 1906 to Wink to Webster Pipeline, LLC, for one (1) new 36-inch crude products pipeline in the city limits of Baytown, Texas (hereinafter referred to as the "Pipeline"); and WHEREAS, Wink to Webster Pipeline, LLC, submitted a modified pipeline application to install additional pipe onto the Pipeline and access through and cross under: Garth Road, West Baker Road, West Cedar Bayou Lynchburg Road, North Main Street, East Archer Road, and Barkuloo Road (hereinafter referred to as the "Modified Pipeline"); and WHEREAS,the City Engineer, based upon the assessment of the Director of Planning and Development Services, the Fire Chief, the Director of Public Works and Engineering, and the Emergency Management and Preparedness Coordinator as to compliance with Article V of Chapter 34 of the Code of Ordinances of the City of Baytown, Texas, and based upon his examination of the application and plans for the Modified Pipeline, has issued a report to the City Council recommending granting a modified Permit No. 1906 for the Modified Pipeline; and WHEREAS, the City Council received such report and determined that, based upon the representations of Wink to Webster Pipeline, LLC, the application meets all applicable provisions of Article V of Chapter 34 of the Code of Ordinances of the City of Baytown, Texas, as well as all federal and state regulations; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS: Section 1: That Ordinance No. 15,254 is hereby amended by removing the text and Exhibits of Section 1, and said section is replaced with a new "Section V to read as follows: "That, subject to receipt of the bond specified in Section 3 hereof, the City Council of the City of Baytown, Texas (City Council) hereby grants this Modified Pipeline Permit No. 1906 to transport crude product and provide access through and cross under the following: Garth Road, West Baker Road,West Cedar Bayou Lynchburg Road,North Main Street, East Archer Road, and Barkuloo Road; which shall be installed, located, and maintained in accordance to Chapter 34 of the Code of Ordinances of the City of Baytown and as illustrated in the permitted site maps and plans provided for in this section. The City Council authorizes and directs the City Engineer to execute such permit on site maps and plans, which are more particularly described and attached hereto as Exhibit "A" and incorporated herein for all intents and purposes." Section 2: That, subject to receipt of the bond specified in Section 3 hereof, the City Council of the City of Baytown hereby authorizes and directs the City Manager and the City Clerk to execute and attest to an indemnity agreement with Wink to Webster Pipeline, LLC, corresponding to the Modified Pipeline. Section 3: That the City Council of the City of Baytown hereby establishes FIVE HUNDRED THOUSAND AND NO;100 DOLLARS ($500,000.00) as the amount of the bond or other form of security satisfactory to the City, which shall be tendered prior to any construction, repair, adjustment, relocation or replacement of the Modified Pipeline,pursuant to Section 34-233 of the Code of Ordinances, Baytown, Texas. Section 4: That this permit shall expire 30 years after the date of this ordinance. Section 5: This ordinance shall take effect immediately from and after its passage by the City Council of the City of Baytown. INTRODUCED, READ, and PASSED by the affirmative vote of the City Council of the City of Baytown this the 23rd day of March, 2023.� L�.]*Z NDON CAPETILL , Mayor A TEST: .,*GOTOWOD,. r V a �clr NF A GELA J KSO Qit !Cl�� yCo APPROVE LTO : J OF r SCOTT LE ND, City Attorney R:\Karen Anderson•.ORDINANCES 202312023.03.23\J.wAYTinal Pipline Permit Ordinance 3.17.2023.docx 2 � ■ �.�- . . � mot, .�i� , z r * E r11�'�+as■ • kk HOED CHOSE:_G rP f tF FVt'ItO�!:.:.I F;'+•:-�)11 e.!1 f:ti • rrffYrj �11 FAST 0F r �rrV A, Yr{,,�J } •III11ry E\••Fi r�JifU RI t�J 1 aL t "4 •Y I• -rA, P Y+` 1� �W 44;y.4�PSi.�}�c �•ryf�' �i�� ,L..�yly:-y-� �1—�.[+� SHEEl I FOR �L J � � �. � t��pP�� .•� ._. KOLI.INGIIROCK DRIVE :��}f3• ' \ CROSSMIG i,g1-�.-••- �—1J 9.917,507 65 E J.993.•:7,0.78 " �• 1 �� LAT N0:9'45'38.41-t PHO+OSf.O r IpfuNE LONG:4^.'09•:`5903 65' pli BAYTOWN CONNECT:ON a p ®1 r !per ROLLINGBROOK DRIVE . p p t mpCITY OF • p m' mpHARRIS •. HARRIS COUNTY, TEXAS ASE or W.SCOTT SURVEY,A-66 H WHITING Sal:VEY.AA.840 >, . •JOHNSPENCERMC.... E' a: A s.. .143425. �. W 7j 3yj $ arc owl I 8/16/22 o ' si.:g W.Ir O �� $ o N 9p17,S52 to may' \� E 3993.µ755 LAT N019'/5W 9T \ e E.3AW.Ip1e LONG W 091.5903 32, LAT N 029.153SA9' PROPOSED �, S28.23+39NV L0NO'W 091•5M 65 36"PIPELINE for \ EXISTING KINDER MORGAN N o.9l7 eSe.01 7 GAS PIPELINE(S 2 COVER) \ ��y\ \ E:T3AOXM N 02W4 f� p e LAT N 029YS7e us' i) \ LONG wosl e9o39s o SEE TEMPORARY \ y ' SEE DRIVEWAY DRAWING: \ \ TEMPORARY TX-HA-053.02.40 PLAN DRIVEWAY SCALE rain' DRAWING TX-HA•053-02 41 50 - — 50 N S8 Y�^N•51, g1 Io2 40 wI 1 40 I PIK E MARKER 30 I f 30 (TYP.) I f 24'STORM SEWER- V EXISTING GI�IOUND 20 20 1 4'SANITARY SEWER+ 2.3'(COVER) it WATER LINE in (COVER)2+6• 10 ^ ^ 11 TOP OF PROPOSED 3W CRUDE OIL PIPELINE (CONVENTIONAL BORE OR NDD METHOD).70 70 252#80253#00 254#00254+20 PROFILE REFERENCE TABLE wo.+aoA/f..n.0 WALE, OIthymm NO aw+YMOVpO OMw+axu,0aatote..f w+wwoe.+y+p+,u♦wwW r+wrr br0silo+A et'Y M+p�f10y�?�^:p01.rCI.N111rw TYM/Mr•140.WMOOiY IAr'JI.r M(lN �� t3711-07-ALgl-0f9 ••q+qf rr agl{ta,+0 7$311-001,25hgS rrgl0tl OrYlwfq,m..Urw aoe P�iwrrglfw•+gVwfroa'YDwtr++0a 4 M ' 4pa0y0LwlpelC'rwi a. 4�z'f ,� wl•Vi,.� >—AMMI,OOOfwKt/W WIOP+�Ov.N W I'.N w.wl tNr�1q W tOOr > ruw.roarw,lwawwwDMwarW LEGEND i rIR•gq+wq,fWltr agrAsaO.+/q wMYYlD"l l/P fA yrq•p\qlM x m.nueww wv a+usaar,sowuw r nwu.i..or.w�s ro er.tur/a ueam/ CENTERLINE PROPOSED PIPELINE 1 owa++'na+aio�.i.a°tYic wrirauc..a0'ia ro°naw roc wn wq.oraiwegrO Mµi� ��—�� EXISTING PIPELINE wwowrwraleowf+e,a+uron+oK++o.,l �_.—__� RIGHT-OF-WAY a wnwcrw olwa awxuw.powq ownw n q•+ra,o ro awrq qa ll1IMI0<oroaf Q ^O1 POR'•""""" EDGE OF ROAD i inaiiLila r'an'�ai°ariao rroc.Mm.�q oui,o aoni..°�Ow°rsr�i.a°varw war •.., —•••�-� -- CENTERLINEROAD a r+ar�+rw°q a,o+rw�wraar wciaw wurO+w,s,�wor+mrto wuMwn+ucrwa --o OVERHEAD POWER LINE r.r orwwl w a4Oui.un w wuru miucwrgi"ro+wvmcon%ra ar ----- - .. SIDE WALK q+gwsgrowrsa+,wrrovarqcfa laww nur•m.arrna a —w—N— WATERLINE q q°O+rww oar q�.•a1V1�/was"10.1 �rMiwwra.++�a..i:. .wwroD.1.. 6 —u -- SANITARY SEWER aaw,nrrc,+a rowu+rmrc+anu+u fw.rw+rrw.woupwOlrN0,1 3 STORM SEWER rm1 owl.cawolw ro M n W rwlw•a N.O�e.rwrc nl+a0 -----.._.. ..__..._._..-._._.---... -- ..._ .. ao.maava I.*wrw nrwq,etsrow p��w 1 +nfrMwW C06fwai C,Nrcl Mt wq+grwlM K+.,f tbefr•Cflp.I+n All wDlfa,MW YOY eI��I� wWri ldwq,cwo,aowl t R•ORYIIO1w010 vewnf n 010p ro Iallr•r Cp/Nr0'.rW 1 �„�....w++w, ww..+a 1P11+0.Iqq.lql.qM tea,•.„:rf+.aaa. wink +wltow+o.lr M oww a M u+nawr•u sou,.rw+a rwar�n a,nf*..nawt owl rwuwm«aM rwriowmww,+rw•+,- bwebdw • O wOY+1F9MM M MI O lw'rw"rr b,Ywr RM gapr M.W MOOIf"rP 4 M "gwMOrw•rrtO0,np4,nnlMlOrOre0r14 nw wpK 0•� 1 A wpl•rMrr M tlr>O•llrr0+wr I+OM Mf MO/Itl rflwOwq l✓A"riR O+0.00r+0 Wr r lanuwworcalo rwt,wolawf,a lvl rafw cw.t+agvvwo.,rf•rr,carw,pra v •cowo w •+n+C.d,r.. rwmltny, a b W fWw +r,r+0,c swrww,f at r+Ogeq w.af rM1 wK1 0..Mr rwlgrn w.oRw[f rwryi 0 W nY w wKl rn [.. ADDEO PE STAMP 1a11- 08f15/l2 JWR JWR W2W BAYTOWN CONNECTION ISSUED FOR PERMIT CM 07n RW JR ROLLINGBROOK DRIVE ADDED STORM SEWER LINE CM 0 2 JR JR TX-HA-053.02.10 AOOED WWATERLINE CM %W JR JR O ISSUEOFORACOWSRION C05101I20JR JR CITY OF BAYTOWN ADDEDNo S a DATA LT 01T31R0 JR JR HARRIS COUNTY,TEXAS L. ISSUE FOR_ACOUISITION JCL 08TJ0119 MM JW 0"wl JLf ernlr A+ attJf�1�. w an awo u.n •we I•wep.••w+�e.. V7 "10�"0 W814 °'^ %aw U 6 ' 1 OF 2 HARRIS COUNTY, TEXAS W.SCOTT SURVEY,A-66 H.WHITING SURVEY,A-840 c 04, \\�y PROPOSED i�Q \ F 36"PIPELINE d,P$� �090 e \ EXISTING KINDER \` MORGAN GAS PIPELINE \ v \ (5 2 COVER) ti-� CIF--1F�ti� CONSTRUCTION ENTRANCE SIGN I S FACING TRAFFIC \ /A N BBu saL 9i \` 'y O� R \ E 3.S93 41149 Gj��;(P N 9917,510.0E t� LAT N029.4V3BKV E 3993.40910 �F �,. \LONG-W 099'69'O3 TV ..Orvo 1Y 004'39'0.17T' \ `FLOWLINE NOT IMPACTED ` \ n CL EXISTING r . ROLLINGBROOK DRIVE \\ \ \ ` - - DRIVEWAY NORTH \ 1 DR VEWAYING \�-11—.I—.1--_, \ DRAWING: ""�'TX-HA 053 02.41 -� CONSTRUCTION ENTRANCE \ \ SIG AFFIC PLAN N FACINGTR _ X ^µp SCALE 1--30' x REFERENCE TABLE ag It DRAVRNG NO. Dd K O� 2531147-ALw1.019 l�, LL 2531/-00175-M03 Z ILL! Z L .J �j ROAD NG J W PAVEMENT W NATURAL MINIMUM COVER PER CULVERT MANUFACTURE GRADE ' Will.F � I r L L •♦. .♦.- — •rBL CONTRACTOR TO PROVIDE AND INSTALL CULVERT IF REQUIRED, GEOTEXTILE FABRIC 18'RCP PROFILE AND GEOTEXTILE GRID, �g7ES SCALE N T.S AS REQUIRED �CESS PADS.AS ILLUSTRATED ABOVE ARE 10 K INSTALLED ADIAC&NT 10 CtISTLVO PA'.EO ROAD AT tOCAI`ONS NENOJIED ON P� CONSTRUCTHWORAYANOS 2 ROCK SMµA BE PLACEOONA OEOF9XTRE FABRICIOFAC41ATEROCRREMMAL CRUSHED ROt4 i1[E]TOt'ISTOEEUS[OASATOPI•LAYLR TO PMTNT TMCKND OF ILJOOTO THE NBUC ROAOYMY 1 INOAD THE ROCK PAO B6COVE LNEtFICTIT4 FOR RSOJL KG THE BLRLOUP OF LIUDANNOO'AI AND Um ZL%O IRAC4NOOHtO THE PA'•EONIOAD DIE COhIRACtOR SWILL REPLACE THE dXWLNG ROCK PAL SURFACE OR ADO AROCK DLL LAYER TO INS.ACCESS PAD CONTRACT OII SIMLLNEEP PAWDROAD SURFACES CLEAR OF WD AND OEBRS AW PRONOE OALY STREET SVREPLNO S PROP TO PER"\ENT SEED"CONIRLCTOR CNALL REMOVE ALL IWORIED ROCK FALL SUlER4L OIOTFJRRE IABA C AND CLA ERT OF NSTALLEDIAHOREMOVE THE Oft U b 70IUTURALCONTOURS ♦ THE CONTRACTOR tML BE RES►ONS41.6 TO REPAIR OR REPLACE ANY OAVAOE3 10 COS µSEEPS OR UTUT-15 CCNFUCT ANY SCF.YALK DR COINC MPAVEMIKTWSTL%UDOWOI.DCOWTRUC7CNISTHE CONTPACT0"RfSPDNS6tIrY TORESTOREAWORREPLACE FOORNOv+µcN IETTERCONORLCN ANDBf 1.NtCNEONTM Eu3DYOORAOE r YMENMA W THE CRY OF SAYT0IM'S RWI THE CONTRACTOR SK'At TAKE PROPER LWASIXIES TO SECMRE ANY WEN TPFNCHEB BORE PITS AND EXCAVATION TO MORE PUBLIC SAFETY OURNO lY0N%*RKNO HOURS ALL TRENCH SWILL 66 BACKTRLEO(NO TRENCH LIFT WEN OVERNIGHT) ♦ CONTRACTOR SMALL 90ITAIN ADEOWIE ORQNAGG AT µIL IMES AND TO FNSURF Al I dRNLCF OIfCNFS"I"OPFN-0 CHAR At ALL SAES �E OF TE�t S LLEXCESS EXCAVATION TOMS R[NOYEOfROM 1Nl ROAD RIONTOF-IYAY AT THE EJ+Dp EACH DAY 10 WILT B6CWESLECESSM W YFOREOULNl TOOPEMTE ONAPORTION OF THE PAVEMENT PRECAUTIONS MUSTSE TAKEN TOPOfYEM FROµ'ANY OAJJAOE IVHAISOEKR 10IKE PAvtUIW 1, PVBLJO YIONXS tS NOT PARE W SII PU6tC YgRKS 1LHL Lt41X fuSTPN6 UTXTYfS-BUT THE CONTRACTOR IS RESPONfE/E FOR LOCAFAO M. FRIG VENFO W ALL MTEITE3 NIO B!RESPONSIBL!TOREPAIR OR REPLACE MY OMNCES ILO COO ASSETS OR UIR1105 CONNKt CONIRAOI SNOVLOCCMTACI PUBLIC VMUS AT;914*S300.N HOURS BEFORE ANY CONSTAUCTCH BOA WO OR UTILITY COHAECTION It C ......... •..... ... ••• CON 3TRUCnONW WILPCRMHTOF-WAY,ORNEN'AVMPROACN ICEVIMN DETENTICY FNOUDNEYCOPJ&CTq:ICJMTER SAMTARI'SENER AV STORMORAPMCII /JNN SPENCER MC 1 ALL Y 1 NT M CO WVCCS SMALL CONFORV TO DIE T6KAS LNNUA ON UWORM TRAFFIC CONTROL DEVICES•TVUT OI /....................... ••;""•••rr..••,......•.r.rA' CURRINT LOTION �-%'; 143425 •�i� 7 UNLESS THE TRAFFIC CONTROL DEVICES ME PROTECTWOM ACTIVE COKSTRUCRONBRB ALL HONfE%ENIUL DUFF C COYTROL Mkf3 SKALt •., •4tF 6ERIMOVEDFROMROAD VIS®M1ITYIII R.ORDER TO PREVENT CONNSH FOR THE ROAD USER 47 O:• �FN� ALL[KOTWGOINEVM MINTS FOR OFF 511E a:4%VAV L:OVSSN4LRELWN OVOCOMLL THE ORIC CONTROL OL4Ma FI,.E I�A^f'••�Cf NSE.•G�� DRIVEWAY AT AGREEICfTY F IIAYT BITEDRNf1VY C CUR WITHOUT WM HAP EVE DETRAFFICCONTROL M SV6W C C �l'rS/OVAL�f'�N NO Y/ORR TNMN THE CRY OF OAYTOKN ROIL MAY OCCUR WRMOUT THE FULL NPR/!VENTATIDN OF THE µµROVED TR.IRIC COMRlt PLAN NOID ONTHORN `�� S NO WORK YAIHN THE CRY W BA CTCI CP INTO REQUIRES ENG"CRF R EXCAVATION PTAN OR TT mO MAY BE FEEL UKPROTEC'ED gNEN Y0 SrERS FRB F EOtAP%I NT COWA'AVAK M GERHAL3 YTOAN T WORKERS LAY TAKER FOR ACN A OT E F SAYOS OT IYOAO JAY WITtK U ♦ TMiFC CONTROL�PIACE,'ADRK♦NTERWy OR YgRUR!LAY TAKE PLACE on A Olv W BAYtDAfi RDADINAY IYRMON.P/Yv2FTOArE 9/16/22 F COWTRUCIION/IRVORENTPW.CE SONS 708E WS?aLCOANOFACMGTOTRAFMC*tCtWOATORNENAYPERMVICOSTAKIPMS ♦ DRIVEWAY YB BE N PLACE UNIX IDLY 31 2023 TIE PROPOSED CONSTRUCTION DRWWAtY AND RCP CULVERT,S TO BE REMOVED AFTER TIE SPECKED DATE ASO THE SITE AREA IS TO BE AS310MO TO PREeaTSTNG CONOLTONI OR BEY IER f ORFIEW'AY APPROACH DETAILS MEI VARYOEPENOWDONLOCAIIONCOBORVE\YATDEARS'AEBEOEIERUHEOATI.•EOFWI'HU''N LEGEND PROPOSED DRIVEWAY GRAPHIC CENTERLINE PROPOSED PIPELINE EXISTING PIPELINE — — — RIGHT-OF-WAY EDGE OF ROAD - CENTERLINE ROAD 6 wink P OVERHEAD POWER LINE aW$IIStt@I' SIDEWALK w — WATER LINE MIAM m� ss SANITARY SEWER s STORM SEWER •N 6 REVISED PER COMMENTS JMN 109115022 JWR IWR W2W BAYTOWN CONNECTION ADDED PE STAMP KMB oer15n2 JWR MRROLLINGBROOK DRIVE DRIVEWAY NORTH 0 4 ISSUED FOR PERMIT CM 07110120 RW JR TX—HA-053.02.40 3 ISSUED FOR ACQUISITION CM 05MI/20 JR JR E 2 REVISED PER COMMENTS LT 04/20120 JR _ JR CITY OF BAYTOWN 0 It 1 ADDED NOTES LT 0 1331120 JR JR HARRIS COUNTY,TEXAS CA 1' 0 ISSUED FOR ACQUISITION JCL 081=19 MM JW oRAnsY My NDa W 9EV OBSCRI►IN/V 61 out CH.. AM It T:1 I.-W NN - rPoacTA° 89814 DL° 0421,19 IM Ne 6 L.ILA 1 OF 11 HARRIS COUNTY, TEXAS W.SCOTT SURVEY,A-66 REFERENCE TABLE H.WHITING SURVEY,A-840 'l GRAINING NO 25711-07,AL1Dt-019 257114)07.25-MOS �0� o P� CONSTRUCTION ENTRANCE SIGN FACING TRAFFIC CL EXISTING ROLLINGBROOK DRIVE \ v DRIVEWAY SOUTH ,H�H�• �� Hsi 1--yf-�•11�� F--��1�1 .�H—II��II--tHti + EXISTING KINDER 0 0 + MORGAN GAS PIPELINE PROPOSED\ (5.2 COVER) �r��lr \ 36"PIPELINE i FLOW ED- LINE NOT IMMFik l� 1' \ N 0.917.177,7E E 2,992,754 17 I Uf•N028'K977,EE• EONG:W OWS9.Ot t0• SEE EXISTING \\ \ N:9.9T719752 E 7,997.754 02 � DRIVEWAY DRAWING: LATN029.1538.47' \ \ TX-HA-053.02.40 4�—If—H1��1�.�-MI"F---t F—y +\ ��I�t��F—V hirf—Il+�a 1-�JF-�7•-+MIS.. `PLAN Yvti x O SCALE rF7o' Q CONSTRUCTION ENTRANCE x Q o< SIGN FACING TRAFFIC rc K z O 10 i 2 EXISTING EJ LLLLC O ROAD O W W PAVEMENT ASNA IM COVER PER CULVERT AIAMIFACTURE A 4 ! •L •A: A 7. 1 GEOTEXTILE FABRIC AND GEOTEXTILE — IUT111 GRID,AS REQUIRED PROFILE GRADE SCKE:N T S CONTRACTOR TO PROVIDE I ACCISS PADS.As ILUIMA 90 MOVE ARE TO sE WSTAttco ADA"Nr TO ISITNG PAVED ROAD AT LOCATIONS INt" D ON THHf AND INSTALL.CULVERT IF REQUIRED. CONSTRYCIMMORAYNAS NOT REQUIRED HOCK NNLL RE PLALED ON A DtOl1RTX6 PAVW TO PACIUTATE ROCK R1110VAL �WdD P6CH SwR r'tOs•Is TO W t DMA TOPS•LAYER TO i11CKNT TMCIONG OF 1NOWTOINC PUBLIC ROADMV I 3NOUlD THE ROCit PAD KCOVE INEFFECTIVE FOR RLOUCNG THE U%CW OF MiW AND pill AND DNOSIEYG TRACKING ONTO THE MHO ROM THE CONTRACTOR STALL REPLACE IN[EKISTNO ROCK Fitt EW VACE OR ADOA ROCK rDiNYLRTO THE ACCESS PAD I CONTRACTORSHALLKEEP PAVED ROAObWACESCLCAROF Y110 AND DEERnAMOFmpV=GARY STREftbY4ma t PROP TO MRVANtM 6EEOM CONTRACTOR SMALL REMOVE ALL ADGRIRD P K MI VATERML wOMKTa[FAERHC AND CUXKAT OF wt A RB t GROYNESt0 ILON10 L IHlb CONTRACTOR WU EL J11tO NE TO*EP OR ME PLLACf ANr OAVMt•10 COs ASSEE oft 1 C ON IUCT ANN K OR R NA M0aVINb CONSTRUCTION MECpRAC10RIIIISPOISnE1x t0 R1E1681 MCORR[/LJK!TOOFAG*µCR KTEECONDITIO AND B MATC1E INGOMDE, r D AT HE OF KY %v ftOV.THE CONTRACTOR TAKE PROPER TEUS i0 SECURE K Et 1T1N4E EaE NISANDEXCA EXCAVATION TO tASW!PVIRIC SAFETY DURING HGN-VORXAG MOWS.ALL ra1CH 6HNl It OKKr*L011O raNCH l[ri OPENDIGHT, tCONtRAMfR SALMI lN141AN NIEOWTf ORMNLGI AT Nl TWfb AID!O ehSYRE NI ORILIIAf!DITCHES REM"OPEN AND Cl EAR At µl IN18 I ALL SC633 OLISS kCUSAAVAT TOEERSUINA FTO OPERA ION APOR ION 09 TMEND ENT.MI CAM, OF*� , w M IT L-Os VA11AOIFVLR o 4PAVEMMfMT TO OREPAIEONAPORTDNOr THE MKUENT,PR1tAUT10NSLEnt E[IAKEN TDPRIVENt FgOV ANY DNNOf MRM E IS MOT TOME►AKMENT 11 FIELD EWym n NOT PART OF N1 RVELC WORKS TO MARK R REPLACE ANY D AG&JT S T CONTRACTOR n R[SPOKSWE qM tCGNM- FNLO VECO TACT PURE INORIM BE RESPOMSaLE TORVAN a1 REPLACE TOCOE ASSET)CR TISgrN TI CONrl/Ct CwTRACR ,T SCMMI OMACTPOEUCWOAgkrO4g AT MDRPARTkMM GIFORE TnIA2ANYCOAItIMC4 MH owspa1nONAYCONKECTDN 17 COMMUrIkOHIN t(ERGNT*f WAYI t"WAV VPROACH J70WS O EHWgMNp NSPECCNKCTIRNAl OI1f MO ARYSEAIO ANY R C0IHSTRUCIDN W PUtICRDNT-0i WAY DRIVEWAY APIRDACM.bDFYNIK CE7iN1101N AND ViR1rV COANECtMRIryMtFA SANIARY SENLR AND ITT 0'"'ORA= JOHN SPENCER 1ICCAWE I SIAADAROI TRAFFIC MMQ NOIls 1 CURRENT 1[TjDtnO 1RArFC COIRRq DEVICES tlNll CONFORM ro M lE1(At MAAWAI ON UMFORV TRAFFIC CONTROL 0l+Rtft TIMVTGp, •••••••••••••••• LWLfSSLWRfhTEET �Eq, 143425 .��.I SEREM VE TRAFFICCAD VIVODEHUSAREPROIECTWGUIKTM FOR THE ROAD R µLNON[f3[ATAL TRArFTC CONTROL OfVICfS y.41 EE RfM0VE0 FROM ROAD VISVILIx W ORO[A TOPREY[M CONFUSION FOR lIQ ROAD OVER 1 ALL EXISTI ORNEVIAYE NTIMIN THE TRKTC CONTROL ZONE SNLtt REMAIN OPEN AT ALL 1,VEE 1PAESS AGREED UPON Sr ME G%%"Rol THE �0 :��CENSE•�G��1" ORNEWAV AILAOREfuENlS FOR OFF.SITE ORIYtXlAY CLOSVM SHALL BE INCLUDEDARM THE TRAFFC CONTROL PLAY SVSMstTN 1 NO YAGRA NTTHN"CRY OF BAYTROWAN ROW MAY OCCUR NRTHOUT THE FELL RIPWWWArIall OF THE APPROVED TRAFFIC CONTRA PLIL 1>r`NpNAI.E•� INTENDED TO PROTECT THAT AGRA S NG WORK VAINN THE ax OF KYICIM MV THAT REM-13 TRSACMVO EACAVAIDN OR OIOGNO MAY W LEFT YWROTLCIED..IN (St+ I NOORSTTAAO Of ETPRESENY OUMM WORK FNRRNtS OR V TOWOF R IRAFflC/ORR AS MAY TAX[RPEACE ON ACCEPTABLE A CITY OF DAWa M ROAVMV toTrHWI A►PROPRNTE J/16122 TRNFC CONTROL IN PLACE I carnTRYCTDNITR1rCAENTRANCE SDHf 1oSENsTNLEDMDFACNOTDTRAFFCOMC11ONAr ORrvE%vAYnRYUTCOsTAMLRDs t aM!$NAY PAIL SE N PLACE UNTIL MY 2I MJ THE PROPOSED COWITAMIt N ORNfwAY AND RCR MW AT IE TO M REMOVFO O.E.I.F SPENRO DATE AND THE SITE AREAS,TO Et RESTORED TO PRE V*TN3 COvaRONS OR KtMIH P OPWRAYAPROACNOETAXS WILL VARY OEFITDNODVLCCLTDNC"W-fWAY DETAILS'AfEEO[IEVAI.EDATI,L•f06NSAILATKkJ or 1S 3lY LEGEND - CENTERLINE PROPOSED DRIVEWAY GRAPHIC SCALE IN FEET CENTERLINE PROPOSED PIPELINE -u--AL--+►- EXISTING PIPELINE --- -- ••—•-- RIGHT-OF-WAY EDGE OF ROAD ------- CENTERLINE ROAD wink P OVERHEAD POWER LINE rs EEWe SIDE —•+— bstw t'I— WATERR LINE LINE —ss — SANITARY SEWER —s StORM SEWER S REVISED PER COMMENTS JMH 0911922 JWR JWR W2W BAYTOWN CONNECTION 5 ADDED PE STAMP KM8 mI5m JWR JWR ROLLINGBROOK DRIVE DRIVEWAY SOUTH 4 ISSUED FOR PERMIT CM 0711WAle-bi RW JR TX--HA-053.02.41 3 ISSUED FOR ACQUISITION CM 0501/20 JR JR R0 E 2 REVISED PER COMMENTS LT 04120 JR JR CITY OF BAYTOWN VLu 1 ADDED NOTES LT 01310 JR JR HARRIS COUNTY,TEXAS C C 0 ISSUED FOR ACQUISITION JCL 08f�0119MM OEfCROTKIN 0 DATE ArPR Tact 1-A7O ArrvO Tr wroM<Iw 63814 NM 007ATS AIVIgN 6 ` I OF 7 ILI cr UP < 00, t:o �Jf !o PFN rt M 'ET-r ilul To DOULEVARL-', HSOUNP LONG.W 094'5�09 b8l 41PIPELINE Fl�l ROAD GROSSING APPRO>'IMATEI Y-/-0 08 MILFS solifi101 ALAVANCE OHM- f UL&GS 60 ORIVF. wink lowebster W2W BAYTOWN CONNECTION EMMEff HUTTO BOULEVARD (N1RTH80UN1)i cm TX HA-054.00.1 0 IM CITY OF BAYTOWN HARRIS COUNTY TEXAS EllMl yHARRIS COUNTY, TEXAS P 4F � W ILLIAM SCO$SURVEY,A-66 JOHN.SPENCER...CCpLL.. W�' �¢ r~0 U o• 143425.... g W 1, �;�4rSS�fNSE�G�y`T`� ti ci rc��w m Du`p1�oIo 81./16/22 1I� +N N IV NNN IV <ViV N N Nf h CULVERT(9.9r COV) ,> « 1 ' ( 1 ' o \ o - a pppO��>> E•7.992•btl 82 h n 1 6M 7,99Q.S67.l47 z UT•N 094'WO7,SY L/U'N919'�Y{T14 LONG W OW'S9'09 W W p [ONO WOW 39'q tlT d EXIST,PHILLIPS 88 GAS ? O - PROPOSED PIPELINE v ! 1 N88'05-21'E _ 36"PIPELINE .EXIST,M(ISTAR GAS PI ELINE L•-1'/='�-1' /--ram ...-L,-��I,L._....-..w,_.,_� t•�I�yi—+F•�i �yY'�>'lF—'--.1 -1 F... HHT •yHH H�l1•-�.F-�<I��<I�.I�IH�I EXIST ENTERPRISE GAS PIPELINE 11NK- 1 N•9.91341962 SEE EXISTING DRIVEWAY EXIST.AIR LIQUIDE GAS AISIN WE UAK.- f PROX. f ?� �!61 DRAWING TX•HA•054 00 40 -Z ix.e4 "!J AT N 454?nY EXIST.AIR PRODUCTS GAS PIPELINE UN K- 1 r / ONG W 09'5M.49• ,-+ 1 1 I EXIST BUCKEYE'GAS PIPEL NE UNK.- PLAN scALe+•.Lo• 50 50 40 I $ 1 40 EXISTING w 1 itI PIPEL NE MARKER 30 - GROUND S'� z 1 3D ` 1 (TYP) 1l 4"SANITARY SEWER pp 6'X4'C,NCRETE ZO (2 9'COVER) CULVERT(9.9 COVER) 4\ - 78 10TOP OF PROPOSED 36"CRUDE OIL PIPELINE -60 1400 METHOD) BORE OR 230*66 231+00 D 23240232+88 /, 24"STORM SEWER (.•NK COVER) w,1>iM4M1 Np PROFILE REFERENCE TABLE wvor.1.o,co.r.rwrrt.Lr:ml,eww.alnavwaaw..rwY•m.•a•.tan{cr/u<. SCALE: w"canl�own. NOly2,11� DRAMUGNO MtY'HYYwIytD.h1.11,K10.rU<..rMt•N,MMg1f,lU4-N••MV rvL.>..rr1,.•w "ERT 1*.W 7 2371f-0i•ALg1O18 IL r{VnrK<.}VIf MD r wrwoy.,•..vn+cc+vr.wclD.t•.� r 2371f.007]SAIOt d WCYIWD vY bl AlairNWpfitl f100, 1 tw•HYCrt>rL:14f WIfMDCVWv,/ I - 1y�L�� W{.•00/th1C//.V 4p00••YWtf1aY>r.•/.M•.«fvru�L.•W ��~_^ 1 pl..,a•1Nt MfW O1.f.Ogt.i,,V v ,>Val l,w{rh,Ip wv>wviw VONIa<i,t.C•"PDR..Uva r tH Oa.TV:.ip w4ll.[IrD,/Mt rDlVA1MI1RK1.v.DM�<I,-D rXi.1.I•rU V'n v{, <Ou1C1 f t,l,Y+ry DM1d M•ILVh{"},iH CO.,Rti•M YHL irIrwHIR N.rJ11-Y 11[oal u.• ylv TRIIr[.It lDV M{.n>44,.r C,.1D P W V RqC W lM1 al••A M,•wM•.>•(l'.f Y LEGEND .l, ,h,KYCtalDlvi,µKi•lrtW,aV,D1' e.nS � CENTERLINE PROPOSED PIPELINE , <h'Mlt]IL,uYw,ta.IO<OJN[OwYVDt At/q M[{.w>r0,wr1 K,[r,.rvil Pr�,V� ....„•a • qLl.u/f<.u,.w..DKa•t.tef+ovf�tewRa,cr.n...n,Ll•u�,w-e.• -.� ��—I�r>— EXISTING PIPELINE < �vK<o••n.lnu....o.<awttl•D[nuna•.a,wa*.1.....�m r.tc.,lv.,v>, yhiLln , l{r„nm.wvneYM,ov.c{w".Ifa.�tronlr.,atr - ----__--� RIGHT-OF-WAY ' uvoni".�ip,zt.o vw[o i��r�'w:uaLaYai�:.aiirw.•wii..}.iu o+ai[u.. EDGE OF ROAD u..avwtrocol NK,ttt u,artR/co,.:Ic1¢r.m.cm t•OUDa•Ir• ww a:.t.,.. E -...._`. CENTERLINE ROAD l.n f/s a«euu/ual r.•tt>.,Dwcr e>w.c c"v+fm cD..+[:w• „co•..<,.,ctco,.,<w.rr•wD..Mnr.t.f,,,.,,w+rD.lY.« .avr[ic.. —s — STORM SEWER LINE u Y N•a.s 14L b W.DYtl+lra:r(h....we w,ta..,r,w.+Mo•.- SANITARY LINE 10.h4I</t[v,.0••wV.,VFCV•,I<rO.fh.ltl 4Yt•„N.•Lr.,D f•-•VOya•6,. �if • ,• ' 0.'•f/{ly.tDV7n,•p fH r4I;„a'w•h A •.N•,4ri f1��11t CD,TtO<R,•¢�ilYVr�ir nPtv[C,Dv I/..�.�< 11/1•l i4 Kt0>•"DLDhNtwtl,W,IC1vD.,.Cf�.l,ar/luaiM>R Y.,W>,1'.'N ,IW��f�l� ,iV r C<C`Pln O[v<[t 1•K[K VY>2Dfft•.RDV W X n w CIOA'Or.••,•••fuV,.•'.rJ, wink IM Du,.,u•{..•..a�,1....<ta,.a,D..f.wl..t...a......,,.,:•..{• :i+ilo,ro,a r.towrsta r.e c.,cw..rA.Catty[„s.aon tan u•.•.,:aa,L•.a ., >w,r,1.,r...,<a>•,n tin/yyv,•q mwebster • •WIC,4�,rWfDtP,:11aR•,�'riDLVD{•,p..ORCD M14rD14+t rri,, ul•rhvN<•.r.l� p•® ,<•,vMl,ti<i.ww.'•M••rftl•M bt'IY wY•V/.'K a"l„p4L Cav 4arrC V{<trM .-r......,-o o.a...DgLw c•Nnowv GRAPHIC SCALE IN FEET , .n/,wr,D D•l>:•L<m wD+.o•/rwYl a••OIDI•/w.,..1 N0.M w on K,.>ay.w+:YCt!WCftar/-41r� a hN<l W2W BAYTOWN CONNECTION EMMETT HUTTO BOULEVARD (NORTHBOUND) 4 ADDED PE STAMP KMB 841110 TX Hf4 054.00.10 c 3 ISSUED FOR PERMIT CM 07MOM RW JR CITY OF BAYTOWN G 2 ISSUED FOR ACQUISITION CM 0=1120 JR JR V1 ADDED NO DATA LT OtlM= JR JR HARRIS COUNTY,TEXAS L"• 0 ISSUED FOR ACQUISITION MM 091p5119 JW JW " t1A -.- ,.b_aLcarnd+ w wre u.o ArrLl Ku 1yrp.rrwtr MMRhD 63814 HARRIS COUNTY, TEXAS WILLIAM SCOTT SURVEY,A-66 a 16.6-ELEVATION r ,' to IY ' U' CONSTRUCTION ENTRANCE K V SIGN FACING TRAFFIC E 3992.Ss20+ ,q Q LAT N 029'4540.1 15' LONG W094'59g956" 1 ' N.9.919.47190 E 3.992 SUA4 LAT N 029.45'46.35' E LONG-W094.59Y) S. PROPOSER ' CL EXISTING EMMET HUTTO� I' 8L`�VD DRIVEWAY EAST > 36"PIPEUNE + _ 1 CONSTRUCTION ENTRANCE —•I�II�1-+--I t��•—.�- •--+ ---+•--• 1 SIGN FACING TRAFFIC —.t--•-+�L-�1—r.--two—tt--tl--♦t---1 1----� �---�E r--+t—..•—•r---tPrn��r--.`-- 230'ELEVATION PLAN REFERENCE TABLE SCALE.1•30 X O oTUwlNa NO. � SO � 25)Tt-07-ALf0T-0+0 2631140?2SM04 1Ull 00•l 1�l0 z u EXIST NO ROA0 L.1 W PAVEIAENT W AI WCLIUM COVER PER.CULVERT MANUFACTURE 77 \ 4 VI PROFILE L tI•�, - NATURAL SCALE N T S GEOTEXTILE FABRIC �T[5 AND GEOTEXTILE GRID, I ACESS PADS.AS ILLUSTRATED MOVE ARE 10{E INSTALLED A➢)AC[NT I I[.$TWO PAYED ROAD Ar LOCATIONS OEMK4:0 pY TILE AS REQUIRED C ON ORAWWrS ROCK StMll 9EE P1ACCOON A°EOTEETILE FASRX TOFACILITATS ROCK RELIOVAL CAUSNROROCK 6VL2-ForIST0{EUSEDAS ATOP LAVER CONTRACTOR TO PROVIDE TO PREVENT TRUCKING OF MUD INTO THE PAUC ROADWAY AND INSTALL CULVERT IF rMiE CONTiRRACRTOR yNLRR�GE THE e`STOIO�FILL SUMCE MR AM A ROCK FILL LAnRO I�F«SS FAI)`C OrRo THE PAVED ROAD REQUIRED.NOT REQUIRED 4 CONTRACTOR SNALL EA KE E►PAVED ROAD SURFACES CLR OF UL0 YID OESRUS AND PROMS DAILY STREET SV49MG S PRIOR TO PERVAYENT SEEOM CONTRACTOR SIPIL RZ VE ALL NPORTC0 ROCK FILL ALATERVR G•EOTIME FABRIC ALA)CULVERT T INSTµLEOIANDRESTORETNE WOIAO TO HANPJA GONTOIAif i THE CONTRACTOR WILL{E RESPONSi9LE TO REPAEI OR REPLACE ANY OAUAOES 10 COO ASSETS OR UTILITIES CONFLICT ANY SKDEWAIK O0. COHCRErE PAVENtAI OSIURIIED DURING CONSIRUCI ION IS IRE CONiRACr00.3 R[SPONSIIIKITY to RESTORE AN0 OR REPLACE 10 CR*im OR {,TIERCOROIIOHYM"M MMEORIMEKISTFIOCtADE I YMENEVEA VI THE G1Y OF IIAYTIDV NS ROW THE CONTRACTOR SHµL tME TOPER UEASVR43 TO SECURE NN OPEN•TRENCHES.O.RE RTS AND EKCAVATON YO EASUR,PUBLIC SAFETY DURING IKXI YiORKWG HOURS µt TRENCH SKMIL BE IIACKFILLED(NO TRENCH LEFT O,)1 yZILT��h� EIWRACIORACTO SE of GO t R Swtll LWNtNY ADEQUATE ORARAGE Al µIL INEf AND TO ENSURE µt OLNNAGE OTCNES RE\M41 OPEN AND QE+R AT ALL 111R5 ♦. ALLEACLSSELGVArp0110{E REMOADFROM INS ROAD0.gNi.OFAYAY AT THE EFAVIA OFEACNwY IF DAMGZ VOIATSCEEL101.[POUAEFIT IOOfRA1E ONAPORIgNOF INS PAVlMENT PREGyTION7Aty$TU TAKEN TO PREVENT iR05•l DAIWACE HUNKS 19 My 10 T Of AVIMIMT It FIELD VERYFYIN fLL UIRI Of at ALL FIELLOFISIUS LYRIMARK RREPLAEAKY O %AITA THE CON IAAC SSETS RVIR SSStS CONPLIR LOCatucti49 ....... ••••• •••�•• SHOULOCOATT OµU$UCV AOAf2$l4Mi a4BH RSBEEPAdt OMAWCIRAYON.IOU.00 000ASSE75°RV"ECt WFLIGi GGIIMCTIf! SNOUIOCOR ShA UCOCYA'TENCEEMNO DEPARTMENT T 14142ANYCO.R ENGIFt FUNG INSPECTION UTILITY COFUEC149 /JOHN SPENCER MCCAWE It CONSTRUCUSHPURICACTENGPEERNOOEPARIMENIACY1SLOWALKFOR MENCINE A"DUMITCOhh[CTNRVM OF TtRI HOURS PRIOR I°.. /•••�••••••••••••••••••••�•••� STOPM VOTIOYWPUSLC AIGNT4P+HAY ORNEWAY AP►RDACN tgEYlµK pfiTENIgN AND UTILITY COANECTg11[/LATER 7AN17AAY EEtLEP A•d1. [TOAMORAfIAGEI T //1 '•. 1)43425 '�t,3 VP I AU.TELIPONARY TRAFFIC E IINIESSTHETRAFFCC°NTROLDEW-81AREPAOTECTIIWAN�tRIECONSTRUCnM E YLNOESSEKTIµTRAFFICCONTROLLDEVICES5-LL IFiSS CF S NG`— S t1l,Vrto CYRALNr EDIT AxI 9EREMOVERIROMROADvtSMILIrYIN ORDER TO PREVENTCOWUyONFORTHEROADUSER �\ IONAI�•.�% ALL EXISTING DA WAYS RTINN THE tRAFFC CONTROL LOW SWiA ARMAN OPEN AT All TINES UNLESS AGREED VPOH OY THE OILAEN OF LINE ``��` CRNEWAV ALL ACREEMENTS FOR OFF-SITE ORNELYAY CLOSVRES91••Be IHMU IDY-MTN THE TRAFFIC CONTROL PLAY SUSIbTTµ A NO WO N WORK VATH THE!CITY OF BAYTOWN ROW/MAY OCCUR WITHOUT THE FULL WPL VIINTATAIN OF THE APPROVED TRAFFIC CONTROL RAN 9/16/22 MYEAOID TO PROTECT MAT L I)RI S NO WO MINK DE GAY OF GAYTO\TN MY THAI REOUWSS FRINCILSO GAGLVAPON OR OMM MY 0E LEFT UNPROTECIEO MIEN L'IORILERSMELATPRESINR COWACT plYO RAVTOYM iRAFPC[AGL•.E[R IOH ACC[PTAALE GSTHOpt OF:.ORK PRORCTAA i NO IIYAGNG OF E°WxIENr NORK MATERIALS OR WORKERS VAY IAKE PLACE M A I"OF RATTOM R0AOAAY VATHOyr A'VNOPRMTE (t TRAFFIC CONTROL R RACE 7 15 X! COSTRUCTKMITRUGNENIRWCESONStO{E INSTµ I[D NAFACV.610 TRAfiC pMEG1rCNAl ORNE:YAV Kp\UI'DSTAYDM03 4 011EC FLED DATE IIE N RACE ERNE 05 T B 20E.L+HE PROPOSER STAND yC1 IO pity R MITER ER RCP CULLERT S 1)8C RELIOED YTER TK 7PEGREO wTf ANDIME SITE AREA NS TO RE RESTORER TO PRfFxISIWD ORXIL KLYS I SAIIT GRAPHIC SCALE UI FEEL ♦ ORNY['xAY APPROACH Dltult WltVMrpEPlNOVIOONIOCAIMV CO{0R.\EhAV pETA;SN/IIE 0F19PL TOOL-WE OF WSTµUnCN LEGEND �• --•— CENTERLINE TEMPORARY DRIVEWAY CENTERLINE PROPOSED PIPELINE • wink EXISTING PIPELINE 'TwebSter — RIGHT-OF-WAY f�HIREEOObYt —-—-—-— CENTERLINE ROAD CEtO�G{npea4 — STORM SEWER N 6 REVISED PER COMMENTS JMH 09115122 JWR JWR W2W BAYTOWN CONNECTION 6 ADDED PE STAMP KMB 0811s122 AR Mk- EMMET HUTTO BOULEVARD EAST a 4 ISSUED FOR PERMIT CM 0701Wn RW JR TX-HA-054.00.40 3 ISSUEOFORACOUISITION CM 06MI120 JR JR E 2 REVISED PER COMMENTS _ LT 04/20/20 JR JR CITY OF BAYTOWN V1 REVISED LOCATION 6 ADDED NOTES MM 01131n0 JR JR HARRIS COUNTY.TEXAS fA✓` 0 ISSUED FOR ACQUISITION MM 09103/19 JW °"" •' w uMnw LDE W (V OtECRPr.OY 5, wT! WO AMR POLLS I••30'MPVSEI' .matt No 83814 3i'f ONW19 nO` 8 III 1 OF 1 • n ,�'i°nuGUSTAIB11.0.1 ul '.�. 'I ti 1 t' ji C �y r •� S..�• , ham- Jj ({ ) �i' �F2.... •I;i' .4,f� •. O d a .�• -; ju fGLUT' Ri�r t ��o 3 0 i:o Fh. wI PROPOSED PIPELINE \ rT�i"ram,.�j �'• ' ,c SEE SHEET t FOR !"w/. yjI Et11.lETT IiUl T0i30Ub-,!...-1: 7 �• P' I I�(SOU1:13OUNT)) NOAO CROSSING }� :� gl N: 18;107 00 ' f:PRci'K.!gifj;`l•1j1 1r1.1IL@8',,,- '{ 1:3.1192.657 05 #�if�GUTI+,OF WAp An IE DF}V!i�w*ii( I Id:N 0 4 79' Sa7.80• � � - �i' '`S�f f''�i'+`-` I r�•4'JrIG t'.�00;'S9't 1.8; 1 - Y f iL t'1 ' 3 } T� RGIUNGBRM'r,RlVe fAsz 1 1 -•� t7 wink sm WIN 11 1 1 ■ ___- W2W BAYTOWN • • __=_EMMETT HUTTO BOULEVARD 1 :1 1 HARRIS COUNTY, TEXAS At OF ` WILLIAM SCOTT SURVEY,A-66 ................rf,... w j JOHN SPENCER MCCAILtE o N A. ...143425... . . � � o z o� S�ENSG?4� I� � LLLL~�mLLLL1 MR 00ot 0o Oiyy`r �OG69 rcOaL.Nr.�w U N w A w U 8/16/22 =0 N 9.918.403.37 ��70X / �"'• T E 3"XS33.18 1 42•Rft I >< LAT N022:45•a779' I 1 y LONG W091571209' PROPOSED 36"PIPELINE EXIST.NUSTAR GAS PIPELINE 4'•4'COVER 80 LAT.992.87 Q f 1 J �, UT.N02945YSq,pY i O EXIST.PHILLIPS 66 GAS PIPELINE 10'COVER_A\ N66'0521'E LONG W094'1911 w r'�F�•.h—iw�l 1 J`—J •Y.•-�1 ��11��1��1 �h iF l� 00. I�—IF-�-Iti�tiH1---� h-1 r,---IM. h� r ••M l��i r—� —1 E �+v,•...11--`-1.—�1!•�y��1�� N 1•�/hey P--�� h 1--••1 .•••1 Z EXIST.ENTERPRISE GAS PIPELINELINK � �N•aef••'u7.00 EXIST.AIR LK)UIDE GAS PIPELINE UNK ' S pj j 3 E:3.992,•57.os EXIST AIR PRODUCTS GAS PIPELINE UNK 1 LONG 029•as'i780• � CULVERT(9.9 COV.) EXIST.BUCKEYE GAS PIPELINE UNK �" 1 LONG w09+111 of la W� I h s J EMMET HUTTO DRIVEWAY WEST SEE DWG.TX-HA-054.00A1 ! U PLAN I SCALE 1'.30' +1.24' +N 19 s i 3 1 z 40 40 EXISTING I II PIPELINE GROUND 51 MARKER 30 I 0. (TMP) 30 4'SANITARY SEWER LINE 20 6'X4'CONCRETE 20 (1.7 COVERT CULVERT(9.9'COVER) 24' STORM SEWER LINE 1 (14-COVER) 10 f S7^ a /0 I TOP OF PROPOSED I 36 CRUDE OIL P PELINE (CONVENTIONAL BORE BO 3 } 60 OR HOD METHOD) 11�1 a,r 227+C0 �l a 228+00 l •� 229+00 noacr p.waa • na wwo -^^^-•-�� wary ovnwca.a twtn wnoww r rw ravaDOA.oq.v.r t rr:.Artuww.:aauma PROFILE REFERENCE TABLE o[w.snereuweaar.n,us[oraruA•wein r••.Iq+r•w.wx-rworavw.cs a,rnt+[ SCALE DRAWING NO. R12 IA M'.OMYar Mk n:l nr aw .a,i vtf r[[i uw MO NG 1•.y0' vlr.mor nsrr�aarrr rc.a••,.Iw.,t+v+ YERt[..�. 25]lf-07•ALW1.018 c�nmc.•ow. �a'«ilcc�samoorwo, _ 23311.007.25-M04 t i�:i W.aiwuw.noianw.�..wa s,•`.auwac•:•:,:v.acre ma tr.ar loaa�x.+ro•ro a..:••�w cMo.nc rucror�u ll.lso•.rrlq ve«anwct n.ouvas•orw•sx•s c•uti e•s ( LEGEND taetar.[or.ru ww[+a.,ecan c:«s,.ar.aaa r•..•a.:.r•.n..[... V CENTERLINE PROPOSED PIPELINE ' Orlr,rW7ta I.Yllnn••-044nrarrOl.Attl raR<Wlrr•N•n,/.,w•-n^•raal til EXISTING PIPELINE ' C,,; oKr V(afM�urt taun+u•,,1a IanA r.0,01•.a[li pt•.-x.[�•uti �.. r rrE+gafla<w•i0•:qR+[.9.lDr+Wr.a+wp+pnp.r•rw•e,!^G4a. �7,'� RIGHT-OF-WAY r acorn a[ua[,A•.racaata•n roo.wnv..r«,a.o r.c. ::,rwaau, -. EDGE OF ROAD V a rra.:a+vvc vort.et sxewq 1 nt[a wa.,•s:a u�ntr rwcwaa..•.wi awun..sear•"ur...,<•a L'"• N —-—-—-— CENTERLINE ROAD +ayarn[.ar«tocwrwrro rrutemwo ray urp.to a+etsn tonr•e«nn.;t rr by@I ro gas•asln c.we na w..w ur:a,uu s•auv a� .K.,1 a • —" OVERHEAD POWER LINE "co:'tiatr v:c.`�ia"aw�v n�a:'.00�i+;ia�i.0 i•.:,..sarc.[nc.a. • —s — STORM SEWER L NE ruwrw u +�a•�wcew`y'rr[cMe:o�".Mar[��[av, gwa�l�.r-r:�rs• 73 — STORM SEWER LINE '•• •• •• •war qvq[a•.�t rn•ao1N,0 14 t4N uwr,r o, •+rµa•r W r' �� w:*+ax.�rt�.7wto.avcartnror t . s �tus+e�w<coraa an<Iarn arronc[,o•••cr,aco•�rr•wn:. rcN..xsx•:a C•li•wsn9wap I , +•e+onw:•°tocaa[•.�[u•[+o,m na,xvo tna•rvw«xa• .. .cnvwo•.ra• 1 r„•r•wew,.•...s.....rn r....eeo,�.a ro.e w•r.•-.. .. vs wink a:al[ea/Ma•,•+O•Y.0[rK Crlaxar.0 Acatm-t nxd[ r •.. csr., L ..waweow:.,r n.r,p 4:.a wwv k+v ri,a mwebster 3 rro•••aw r.•ottv w.r.our a. w+a nvia<a.+w nAv••Lworo.aoncr o-.,rna ` �" ,.•r•• •. -,• O-'-�25..-�S[O' t •. r .w •,.ccnnL.,rowr acr nrr aavnsrarc.w a.u,••o.«onto.w.0 a vrrr%ru,acr•o../At.N•A,NtNv[[6fKr CR,O.4•rOwr MrlK LraMlar« <.%r.ae t:•.•cos o na,a,+ronc'w GRAPHIC SCALE IN FEET : w s,.e w[.['a:atcae w:w runans«,weep u•.,.¢n•tl a w an o a.•so•r w.ow•,rrra.•w+raov•n ra✓r ceovrm w ru:a W2W BAYTOWN CONNECTION EMMETT HUTTO BOULEVARD (SOUTHBOUND) 4 ADDED PE STAMP Kos oe115122 MR .MR TX—HA-054.00.1 1 3 ISSUED FOR PERMIT CM 07110/20 RW. JR E1 2 ISSUED FOR ACQUISITION CM 05101120 JR JR CITY OF BAYTOWN O W 1 ADDED NOTES d DATA LT 01*1/20 JR JR HARRIS COUNTY,TEXAS 0 ISSUED FOR ACQUISITION Md 09105/19 JW JW p9'r• 7L0 De Oa` 80 �. >r DELeow" •r DArc Crag AM [�+L 1•.SW^�^9ar _ "01t`r° 63814 a.l osoul7 '° 4 '-"r 1 OF 2 HARR/S COUNTY, TEXAS WILLIAM SCOTT SURVEY,A-66 22.9'ELEVAT ON to I O �.�_.1� _ L Ar N CONSTRUCTION ENTRANCE _ _ rc R O SIGN FACING TRAFFIC'^ 7 , —• —• —• —) —0 24' P ► —) —) —P P N 9.918 472.40 E 2992,62053 LAT N 020 4S'46 49• L N 2*10.471103 OW OT LONG W ST12 F.SA 44S.48 • W LAT N O29'4T4B.46' CL EXISTING DRIVEWAY EI �11 LONG WOWW1197' EMMET HUTTO BLVD WEST CONSTRUCTION ENTRANCE • 2 u SIGN FACING TRAFF1Cr,•,,,,,�, 2' Y2 220 ELEVA^ TION�—� PROPOSED 36"PIPELINE ! VI I• .--.t�lf--•M f_•��Y�-1-... 1! 11� 1-1� f�f� yl•�fl—y .a��l��—I��h��. awa Jp r. 4'rM�fll�')�NI�ti1+1F�•f 1 F•i Y I�H—if—�I�IM-+•�E1—If��IF��F--- PLAN oSCALE-I•.3V Cog} REFERENCE TABLE q V DRAWND NO ' < � a. 23311-07.ALgt-0IB O LLO 2501I•pO7 21►gf 2$ 1�Lag� u1 W ARN44WA1 COVER PER CULVERT LIANUFACTURE EXISTING ROAD •.�„1-�-^•^-�^NATURAL GRADE --•..�..IA�Is..:�, PAVEMENT GEOTEXTILE FAB IC CONTRACTOR TO PROVIDE AND GEOTEXTILE GRID. PROFILE AND INSTALL C11I VERT IF AS REQUIRED SCALE TITS REQUIRED NOT REQUIRED IIAACCESS PADS-AS RA MI SO ANON1 ARE 10 16 WSIAILED ADJACfTN1 10 fXTSIFD PA'11O ROAD AT LOCATIONS"Nf6.0 ON 1K6 coNstRucl*"ooAym4L 2 ROCK&NALLOE PUC[OONAOCOTEXTIL FABRIC TOPACAITATE ROCK REMOVAL CRUSHED ROTA(SIC!)TOWIS IOOEUSEOASA IOPPLAYE/L 10 PREVENT TRACKNG Of URIOPITO"ll PLHELC ROADRAY 1 SHOULD THE ROCK PAD MOVE wEFFLCiM FOR RIOVC.0 THE 6W00►OPSKgaq OFF AV ImilaiNG IMC-400WO TALI MVE60tOM, THE CONTRACTOR SHALL REPLACE THEEXMING ROCK Fµ SURFACE ORAOD AROCK FILL LAYER TO THE ACCESS PAD R CONTRACTOR SHALL KEEP PAVEDROAD SALVAGES CLEM OF MUD AND 0E010SMO PROODS OALV STAN*1 SMSPLA/ S PAKIR 10 P/RVANENt M0940 CONTRACTOR SHALL Athom ALL WPORtEO ROCK FILL MATERML OCOTEXI•E fASNC AND CULVERT IV INSIALLEDIARO RESTORE INS/ROUND CO NATIIRAL CONTOURS f FAA COMRACTQ4 nnL SE PE6PONfpI!TO REPAIR OR REPLACE AM OALIAOES TO 008 AiflTi 011 VT4NTTEI CONFLICT ANY E-0[1A/LK R - CdICREMPAVEMfATOrATUREE00LODN0 COKSTRUCtNONq THE CONTRACTORS RESPd.S3lITY TO RESTORE ARDOR REPLACE 10"TIPM R GETTER CONOGgN ANDR UAtCH60%W1,1 46TNG CRAM t or *�� T VM R N ENEVE THE OFF OF IAVIOMW.TI SAFETY DALE CONTRACTOR SHALL IAKI PROPER MEASURES TO SECURE ANY OPEN TRENCHES,0 RE PIS `�........ r I 7 MD EXCAVATION TO INSURI PUBLIC ETY OURM NON••AWMIIO HO URS.ALL IREWH SHALL It OACNfRLED 1PIWIM tiff PEN OVSRNIGHTI 1 CONTRACTOR 6MAla MAWIAN AD[OVAIE DRAW"&AT ALL FPgs AND TO ENSURE ALL DRAWAIE DOCHIS Rla1NN OPIN ANO CLEM A 1.46 ! ALL EXCESS EXCAVATION IO BE RENOVEOFROM INC ROADRIOHI4F• AYAT ME ENDOf EACHOAY 1e V IF INCONISNLCESM"FOR EOIAP4W TO OP[MIE ON A PORTION Of D(►AVEMIM PRECAUTIONS WST BETAKEN TO PREVW FROM HIY N SPENCER RIYCfLLL.K DALIADE VAAISOEVER TO TIC PAV WEM II FUSLIC WORKS IS NOT PART OF 111 PUBLIC WORKS VIAL LDAN AKISTfD VrK1 BUT THE CONI RACTOR IS 9ESPONS414 FOR LOCATNO AND ..t.......................... FIELD VEWV ALL UTILITIES AND NO RESPONSIBLE TO REPAA OR REPLACE MYOANNOESFOCOIASSETS OR UTILIT63 CONFLICT CONTRACTOR 143425 IND SIIOULDCOWACi PUIM WORKS AT SIT.A•M.4 NEWS AUORS AW COMIRUC1IO N.B0RM0 OA UtWIV CONNKtION ,-% H) CONTRACTORSIMLLCONTMI DION6EANAIMPMINit4f AT 711J1OWfidifNOU.4ERR$NSKCRONA MWRIW OF U HmW3 MOIL 10ANY SON�SVRUG �NRIC PLI RIOM-0I•WAv DbYEWAY APPROACH SOfRALK pEtEM ITY NDx AND CONNECTION ryNTER,SN0IARV SiWSR AND %QjN�,•H��CNS!.oi'S•_��v 1 ALL TE IAf{le YI a DEVICES S.M A CWIFORL•TO INE IEXAS MANUAL ON UNUORMI TRAFFIC CO N;RU OEVKES Ht51U'ca. �,`S AL ``"��VV CURN&NT Emm', 2 LNLESS THE IRAFFKCOMADLOEVCESAPI PROIECI1gMACME CONSTRUCTION Silt ALL NDNESSENIIAL IIWFIC CONTROL OAVK6S SYALt BE RE&KA"D FROM ROAD VIMITY WONDER FOPAEL'ENT COf0 VAA)h FOR SHE ROAD USER ) ALLE+IOTHNOORfJEYMY3KNKW THE TIwACCONTRW20NZSHNLRILNNOPENATµ RI L7043WASSAGEOUP 01 THE O"h"OFP4: g/16/22 ORNE'NAV ALL AGAlEV2NTSfOR pff Sil WA1L•JAY QOfMES SNALI p NCLYOfDLW IN)NA TPAFfICCORIROL ff.LN SUVAITAI N NO VDRA PRIMAL INE CRT Of IAYTOAN RO'U DAY OCCUR YAINOUI INS FILL PTRAFFICLEVENTATION OF THE APPROVED TRAFFIC COHIROL YIAN W TENDED 10 PROIECS THAT WORK K S NO WrOM VAINNI INS CFFT OF BAY'0tM1 AO.a THAT RADIATES IR1kCN-4 1XCAVAIIO1 OR OWNW10—19 LUF W"OTECTCO:•I'EN VWX RSAA[NOTPAJUNT:ONIACflIM1OFBAYTCr-IAAffICENGtmU FORACCEPfN1KEUEIHODSOFIVOW(PR0IICTION 6 NO S1AON0 Of EOUPI ENT NNIM WITEARYS OR WORKERS AIAY TAKE ENTICE ON A CITY OF OAVTC'h,N ROAVIAV"NEVI AP04NIPWAHE TRAFFIC CONTAOLIh PUCE ) CONSTRUCTION f TRUCK ENIMNCE SAW, TO TE NSTALLEDANOFACD.0 IO TRAFFIC DIRECTION AT OA.<JVAY PIP 4MCOSfAVV.RDS A DRw my YAL AS N PLACE W I•MY if.212)-INS PRMOSEU C:ASIR.TUN DRRTVAY"D RCP C%%•!AI IS TO BE MaKNED AFTER TINE SPEOF60 DAIS AND THE SITE AREA IS TOE&RESTORED TO PREE.6TRND CDHMTONS OR Oil IER 9 DRJVfAAV APPRQACH pETAf3ntu VfAY OE_FEHpR100N LOCRiKri GC_B ORNFt)AY pEfAJ511E 560E1ERV hfD A•YINt d^LABIAL V,!^Lfl LEGEND V GRAPNC SwF I/FEET -—• — CENTERLINE TEMPORARY DRIVEWAY CENTERLINE PROPOSED PIPELINE ■ —H �f- G PIPELINE A FENCE wink — — RIGHT-OF-WAY �Yy "websta -"— --- CENTERLINE ROAD A-"FfR� I TY I"> .rrAfTfat ———— TOP OF BANK cog FAAft ,E�—•••— •—�•— CENTERLINE DITCH 1 6 REVISED PER COMMENTS JMH 021Wn JWR IwR W2W BAYTOWN CONNECTION 5 ADDED PE STAMP KMB OW102 JWR JWR EMMET HUTTO BOULEVARD WEST Q 4 ISSUED FOR PERMIT CM 0700120 RIM JR TX-HA-054.00.41 c 3 ISSUE F ACQUI ITION M ON1120 JR JR G 2 REVISED PER COMMENTS LT 0CAM JR JR CITY OF BAYTOWN V1 REVISED LOCATION d ADDEU NOTES MM 01131120 JR JR HARRIS COUNTY,TEXAS rrrTT,,�� 8 0 ISSUEDFQRACQUISRION MM 09t03/19 JW JR °AA''R' GL LMtOa' wt 4 OlKMSION Am out RKO Am /ENS 1•em.»PYDIV- N" ' 6M14 DM^ 062913 • cl e CUk J do . T .y 1.♦ �}-hl} SEE:StIEEfr1 FOR // , f_. �- eli � ' P.14F2K STRF:FT CRO5SIhl., 17 �y N 9.912.42-1.81 ,6-•,i i H r bd�: � f �� •tAT tdp20 :,i'g4 nT ,u < t ONG W 09 01'•15.07' rPARK AREET'_..�Ir •n•.�• 1F•a=..•� ..C,. y . APPT2OXIAIAIF�I.Y♦1.0.04 MILES '1 �,.,,'�{�.f rr�7T{�+�'. h raf...-•+,'y �I? EAST OF AtillBY STRECI � s 0. 0-1 ff wink `,�.^fir•'?Lt�.�: •r :-,py "�"7' t. ��`d..•,f2 pp t� 1 1 W2W BAYTOWN • • p ®' OD • p m�m0HARRIS-COUNTY,TEXAS HARR/S COUNTY, TEXAS �ZE OF Tfx h WILLIAM SCOTT SURVEY,A-66 ..qj�� SPENCER NCCAWEiz.:...143425.....�. w o 8/16/22 p IL LL Oy II�L WO LL m pp EXIST.ENTERPRISE GAS a a��llo (1 O (7 yOj W PIPELINE 10'COVER &F w U w �O ` +'4 1 � a u+3 T rz� 1 {+ S 4 v S S :S 34 S SEE EXISTING DRIVEWAY ti 1 \n a c 1 1 DRAWING EXIST KINDER VI O -FW y• 1 TX -057.OS.42 Ng N 0,912 309.04 e 4 1 MORGAN GAS PIPELINE LINK=; E 7S7940523 \ N.9.91719B.W 1 i IT W LATN029.4r.s1s7 \ E 7.979at017 1 < j G W 095'01+5 2Y \ LAT 1401 Nt 9'4a SS 26 ' 11 % TONG W 093'0 W.Nl7'03'4S'E in + bl 75' �-1�9J f---n---Ir—»ter �•wr—•—..--'rr—�r---r.--t..—t�� SEE EXISTING + \ L PROPOSED DRIVEWAY DRAWING: \ \\ EXIST EXXON GAS PIPELINE UNK. 36"PIPELINE TX4HA-057.08.43 1\ EXIST.EOUISTAR GAS E 3WO.441193 l� \, PR��O,�,�N' PIPELINES 11'-6'COVER U NO2C44'S49Y LONG W093'Ot'4907' �Y�\ PLAN SCALE 1'.SO' +/•38 +1.37 40 - F 40 I LL1 K 1 30 30PIPELINE j EXISTING MARKER GROUND (TYP.) 20 20 10 '`- r0 TOP OF PROPOSED 38 CRUDE OIL PIPELINE (CONVENTIONAL BORE OR 0 0 HOD METHOD) 44+00 45+00 aw. u�a°OiCI ce.�o�G PROFILE REFERENCE TABLE l .,,n,...w.I.wma....r.�lr r.•,r,Pr)a..wo....rrv.a•r.a1,.+e.ofw ma A.L»x.e SCALE mid f.aniLw MOIIIZ I'x Htrt.�r:/.f COM•rYl•VI/et Nt•..MI W Ir.,YO.U.Cw4 aY.a..W1..•c{.r..+.,. rERT r�.20• 25wo 2 I O..w WUeia•.•.I.pr{.p.00 W t.epq IIY G•.)GrC..enCeDr.++.lt.otW.rr -�`i.M/'-" Mhf♦•OC Ir.K11.44[[DT rVN.4A1f1.-t..A,S CnMt...•t•CO} a.tCW..IYN)Or Na,eprih•. ./(a.t ar.Mia e..GN/.{r4r[e W W Y..V e.}f.G.a CI a aewl.i Y,1 r.l wra.c•o++ult.ls.wsnc rolvr.wu •,.ew af-+vw.}•Ino+vr n{ I LEGEND wa•u. hnu.rnacnaw�a IrP.*•tcwunwawcsw./cn.y„vur+llu.n .• CENTERLINE PROPOSED PIPELINE Cr.♦f•f.:...f.OV MIf Y)1,4•.rw rot.,ytl.a P..Wr1•th.rrt...•.ar a{.N..)A. V,L•f•.laN 4CYct[e Vnl,C•Nr.alwexbK•11 I „Mau^V�„ �i�—,��r� s ea•..era w,a rwv.r.aa.rc e..r,.t<,r..,r.as..P ro I,a..r..P..r,.,l en_r. ! �• EXISTING PIPELINE .el...on.,vaw.•u twf I t�M 4K'��,'?� -----••� RIGHT-OF-WAY I Yl[KtfllK,Wb.ronL••Q.mN)•riK.G.p.fMf<.A.r.t Mtrv(.f"•..h.. rt Neowl.Neu,+.w+rw�a•r roL.l.,-ro...a.r.ar r.l..n•.,I.w;.n..„...1 EDGE OF ROAD r rrvurewa\rt.rcvu.o.wa..wlswxrro+»rnraar• s ouoii.i�oraeul.o ni.�.�o� ao•:i r.LL}umiii:.Y wf•�C•,iAf�S W..1 �•:wv: —•—_—•` CENTERLINE ROAD wr C.wct/ro Gp wn1 r Gaa-u oo,•ur ttw•u.e.{-ar P Gc.rt..l wa rn.a.. ———— TOP OF BANK I1.AfW 4.QVN.WN..fDnrpCf:pr rfJr},i CIVIJ•.CC...tG�o, ............ n w a.cra sra co.r.cr l,awene a•./1•[v.r»,ala.f•c.r•.r.n•vl•.•n:lt•�• • 70E OF BANK ,av a N rq,/l r.lGn ro.r.co•a...c1o+n r.nc IOaG'Aa•r+r...,/..a•.•• —P OVERHEAD POWER LINE 3CIA'Y.Clrl,•9.WNIm<o„ICIV•.w,n.Yrr4.NNP A,�,•c•.Cu...J uq......u•c cw. arttf/•\c m•/P•r w r1.U.f ata,�..hr 1•.•GM•rW. GWnA er;ttf awit>r Ra/ir.m ro. 1�911NrITM4 I WIl[MIu4[tb.'M CM1ctf.b ugntl al.r K.,F CO•d n.wrf.,!'L N-VY.IfYr:4 T.Aftt CfM.0.0[V Ka lMa/C/LVPILO..eV qy W Ir.rr w px.:7rar,rr.,CF.MO.rr qw erl. wink ) nwv..,AS W�...r»r,...cow•.a rer.wl...•.,L•r+• ...rAswlu :iaeh waanrwvaL•aeaan»wa.o,u.t,.srnl tlron ha.r..,a vl r,at A.,a1wON}r rq 14.1{Cwr.:►rWY flay 1I4 rr ftwobste re..tMr a}•Y r,/G..V 4.ron Ilea aM.OCCY w 1V0.}M• u 14...rtr.tl N NVr/GiWr YRpletWrLR-r'P0.Mrrnule w.ron<r r•nww 0, 2,•S' SU' � Mpra1NL .).,p,./+•_•:r.a lmtlY.lh...Gw aY..{ey V{•a1K•ah l.r..rOr ffMCa•..« a U•rc,rMrltraPA,yr.Ae.•IP{M[W'/tlNN Gtl.f.Lt Uf.tlMrr „r4r.t i•d Vlafbl a"`o i+w"•.a�:i °m�.''��+'1•r:`aawe o..,mr+s....)w•xr a. r,e.a.)oe, GRAPHIC SCALE IN FEET .eu..,.•�.Ar.•r.Lr•.n rwrccor}.a wfva W2W BAYTOWN CONNECTION PARK STREET 4 ADDEDPE STAMP KMB'9150 JWR MR TX-HA-057.08.10 C 3 ISSUED FOR PERMIT CM 07110/20 RW JR C 2 ISSUED FOR ACQUISITION CM 05101120 JR JR CITY OF BAYTOWN Vt ADDED NOTES LT 01131/20 JR JR HARRIS COUNTY,TEXAS C 0 ISSUED FOR ACQUISITION MM 09A)VI9 JW JW x+.r s, - Ic-oft SO ~ a oerrlr.rrON sr an C— Isla 1..yp•w.sn c"e b3814 p1K osn,19 1O 40- 4 "'L10F 2 HARRIS COUNTY, TEXAS �WILLIAM SCOTT SURVEY,A-66 f A cG fn m % J xl ��' 00, `ro O� \ T C�STFNG PARK STREET DRIVEWAY NORTH) FAIT-,ING ONSTRUCTION -" 1 1 FLOWLINE NOT IMPACTED NRANCE SIGN N:2.212.42468-mow N 9.912.45509 TRAFFIC A E aw9.464.05 \ ZO �, E 3,279,403.75 a LAT N 029'44.54 93• „�' ' '. LAT N 020441514' V, LONG,W 095,01*45.22 MLotto woasror4s.21 T 1 x `& \ 1�1—�I- N1r�1►—r.—�.--•.--t ,--LE—FI�Ir--yr—yl—/�� H PROPOSED 36"PIPELINE SEE EXISTI1ZC- 4 DRIVEWAY DRAWING: CONSTRUCTION ENTRANCE TX-HA-057.06.43 0 \ \'\SIGN FACING TRAFFIC PLAN � SCALE 1•F20- 4 X ff�RE:FERIENCE TABLE O W WGNO.07 AUOt.OW � p 25211-80725•tAM J w U. O o o z _ U LM o 3 J W EOSTINO ROAD W W K PAVEMENT �..... .MEVIAUM COVER PER CULVERT MANUFACTURE NA7VRAL CONTRACTOR TO PRO ME GRADE AND INSTALL CULVERT IF GEOTEXTILE FABRIC REQUIRED.30'RCP AND GEOTEXTILE GRID. PROFILE AS REQUIRED SCALE N T 5 I A.'.IS$PAO$AS WTRAIEO ABOVE ARE TO BE.NSTALLEO AD)ACEIR TO EAISIPO PAVED ROAD At LOCATORS IMNMW 014 ME NS 1010KA.YN'G5. 1 ROCA SNUI Bf RnCfOON AGEOtftr EFABRICTOFACENATEAOCKRfLOVAL CAVSHEORDC<SIL62'706'1SIOSEISEDASAIOPVVYER o PREVENT IRACItNG G UUDLNIO THE NBUC RONWAY ] SNOIRI INE ROCK PADSECOME AfFIECTNE FOR REDUCING THE BUILDUP OF MUO AND DWI AVO MI.W ING TRACKWO OIRO THE PAVED ROAD. TIFF C&_ACTOR S.IN IIFRKF IK FIWING ROCA FR I SURFACF ON AM A ROCK FRI I ATTA lO THE ACCESS PAD ONIRACTOR SNAIL KEEP PAVED ROAD SURFACES CLEAR OF MUD AN DEBNSANO MOKOE DALY STREET SWEEMO. S PRIOR TO PERUANEN7 SMING OONIRACIOA SHALL REMOVE Al AIAORIfD AWA Fit MATERWL GEOTE<TAE FABRIC A O MVERf BF NSTALIEO ANDRESTOME INEOLOW.OTONAt0M1CONIOURS 4 THE CONTRACTOR ISAL BE 01"11181E 10 REPAIR OR REPLACE ANY GAVAGES TO GOO ASSETS OR UT11,1145 CONFLICT.ANY SOENAtK CA L CHIC...PAVEAEt I DISTYRDEDOWNO CONSTRUCTION IS THE CONTRACTORS RESPONS"rY TO RE STORE AND OR REPLACE TO ORGIVAI OR BEITER CONDITION AND BE MATCHED MTN"STING GRACE. 1 Y'NE VER'N THE CT'OP PAVIOAT ROLY TE CONTRACTOR SMALL TAKE FIT OPER MEASURES TO SECURE ANY OPEN T'REKC.ES BCAE pasA D EACAVAIOV IO ENSURE PUBLIC SAFETY GUrtNO NON.IVORANG HOURS ALL fABNCH SHALL BE BACUfLLEO ING IRENCII LEFT OPEN "'U"GHE, S CONIRAROR EMAIL MA`NTAN AOEOUAIE DRAINAGE AT All 1AE1,ANO TO ENSURE ALL CTANAGE DITCHES RIMA N OIEN AND CI FAR AT Al ?^Its 9 AIA ECCESS EKCAVARON TO BE REl10VEDFROM THE KOM NMHT4PAYAY AT THE EHV OF EACH DAY q WIT SECOMESAECESSAAYFORECRPMENI TOOPEAATE ONAPOAIF')HOF THE PAVEMENT PRECAUfgN9 MUST BE IAKEl,IOPREVfNT FACV,% C[ E OAMAGEYIHA1SOEVER TO THEPAVEMEW �T.O f T It HNIC WOA<S 4S AOT►ART OF SI I PUBIC VP0RAS NRL MARK E,GSTNO UT1UTES BUT THE CONTRACTOR IS RESPONME FOR LOCITING A2.0 MOVIE ALL YT141XE AIA)B[R[fION1M[B TOR[►AIII OR Rl PLAL[ANY DAMAGES i0 COB ASSLTSOR UTGII4ISCOAFLfCT CONTRACT , V.<An CONTACT R,SU"oORKSAT I6I.4205100.44 nouRS BEFORE ANY coAsTRuctom BORING ORUILITYCONNECTON 17 CONTRACTOR SMALL CONTACT CHONEE00.0DE►ARTMENT AT MIS42GBSLS FOR CNGNEERWO NWCTOIN A VNWYMOF N FOURS PRIOR I �W CONSSV RA�ETRUCPUBICRO"14f'RAI.OR'IEVIAYAPPROACH SIOEWALROEtENT10A AND UTILITY COWECTION0-IATER SueTARYSEI.FR ' • , ••. •.•.• ' JONN ENCER MCCAIUE ALL TRAFFIC COIF DEVKcf SINAI CONFORM TO IHi'iYN IAANJ4 OV UM FORM TgAccC COFrt0.0l DMCES i11.WfCOt 2 UIAESS THE TRAFFIC CONTROL DEVICES JW PROTECTING ANACINE CONSTRUCTION S1TEAtNONESSENTUA.IRAFFMCOWROLOtACCS5HALl BE RIMOVED FRO+ROAD V,54p0.rtY w ORDER TOPREVEH7 CO FUSON FOR THE NOAD USER 1 AL EFISTNO ORrvEV—S NRrm,TILE TRAfC CONTAOL ZONE SHALL REMAIN OPEH A7 AL IIEES UhLj SS AGAEEO UPON ATM I-4ER OF UHF OR04VIAV At.%AGREEMUCTS FOR OFF SITE ORAIEWAY CLOSUFIEB SNAM BE PICtUofOVATH THE TRAFFIC CCFITROL PUN SUBSVITµ _ ri�•ff:��CENSE� \�E`F S MAY OCCUR ATThIATION Of I'* ED TRAFFIC IFDINTENDIDTONOTECTIMtOMNOWORK MIF THE CITY YIGAN RMV HAREWWS IMUCH G EACAVgH,OR D GWV MAYIEFT UHPROCIE Ya1f,:I I-MRHEAS AAE NOI PRESENT.CONIACT CITY OF OAYTOAN IRAFFC Em"EER FOR 4CCEPfAB{E LQINOOS OF I•MR,I PAOIECION { O MOND OF a RM P{AI9.11. WORK NATINMIB OR ITDAKEPS—1 TARE PLACE 011 A CITY OF BAYTOML(NIMY—Y ITIHOUI APPRDPRUItIftAFF 9/16/22 1 4014 UCTHIN URIC<ENIRANCEStlNS t6KN1IALAEDANDIACNOIDIRMiC DIII[IA1HAl pHYE'A'AY PEA�NIGOSfMGARpS B ORMENAY MVILL BE"PLACE UNTL AAY T.2025 THE PRvsvSEO LONSfgUCfIW1 p1AE.YAY A,.O ACP CULVERT IS TOGA RIMMED AfIEA T.E S►ECINEO DAIS AND THE VIE AREA IS TO BE RESTORED TO PREE<ISf,1GCOADdnOASOAS4TtER O" Is k7 E DR04VIAY APPROACH DETFAS NiI VARY OEPENDRIG OR LOCATIM COB CANEAAY DETAHSNT U OEIERMAEDA,II-EOFNSIALATI01 LEGEND Gawlac SCALE INFECT —•—-—•— CENTERLINE TEMPORARY DRIVEWAY CENTERLINE PROPOSED PIPELINE EXISTING PIPELINE Y. FENCE wink -- — — RIGHT-OF-WAY "'Webster —•----- CENTERLINE ROAD B..r.�rvhdatr PIPELINR TOP OF BANK C00Ms4 pu Bp CENTERLINE DITCH ~ B REVISED PER COMMENTS JMH 0911522 JWR JWR W2W BAYTOWN CONNECTION 5 ADDED PE STAMP KMB 06115/22 JWR JWR PARK STREET DRIVEWAY NORTH Q 4 ISSUED FOR PERMIT CM 07110/20 RW JR TX—HA-057.08.42 0 B 3 ISSUED FOR ACQUISITION CM 05101/20 JR JR 2 REVISED PER COMMENTS LT 04120120 JR JR CITY OF BAYTOWN O ONy 1 ADDED NOTES LT 01131120 JR JR HARRIS COUNTY,TEXAS CC 0 ISSUED FOR ACQUISITION MM 09/03119 JW JR u° ^ JR C"4Ds' xF W a4v olgoto o,a BY oAR C«KO Z It 4tA1E 1••20 AP - rRRACT W 63814 SA'f OSt2ta AF.,>^ 6 y"• 1 q0F1 HARRIS COUNTY, TEXAS WILLIAM SCOTT SURVEY,A-66 ON 0 Ell \po ton %70 A \ 1.0 O��' 1 SEE EXISTING DRIVEWAY DRAWING:t TX-HA-057 08 42 N O �•• 1FTI I N 9912424.87 P CONSTRUCT1pN [� T�O •,,,,,.,,. 3,979,42337 f7A ENTRANCE SIGN r \ 1pT uo29.44'SI sr a Vim' [FACINGa \ F_ LONG W095 01As01' TRAFFIC ►►--11�II tiP�EF— N.A—•.�r—��—lrr� � bl + 3 � N 991289 IS 1---E��r--r.l--r►--11—rF—� { E 3.979.42311 l f PROPOSED LINT N029.44TU 57• LONG W 09S'Or4S.Or 38"PIPELINE CONSTRVC ON i ENTRANCE SIGN j FACING TRAFFIC ° ! OX CL EXISTING PARK STREET \ \ pP \ DRIVEWAY SOUTH: • TD\ � °PLAN 1 •\' 1\ �/-\ X Q WILE.L•.0 X REFERENCE TABLE Q 00 DRAWINGNO a � � ¢ 2331 L.D7•K10,-001 I � `d' tS p 4Q 2011.8072E-" J W o a z LEE o I MINVLI COVER PER CULVERT AIM2VFACTURE E>uDPAVEMENT PAVEMENT NATURAL GRADE ••A, V;. GEO ILe PANIC AND C EOTExmE GRID. CONTRACTOR TO PROVI AsaEowREo PROFILE AND INSTALL CULVERT IF REQUIRED, j SCALE N T S 80'RCP If h2t%Cj5SNSTA PADS.AS IIWM fTID ABW[ ARE 70{t INSTALLED/D/AC[Nf 70[i';tOq►AV[O ROAD AT IOCATpD1JE IWMORO ON THECOCK SWILTON DRAVANOS 2 tOP%lI%lENTTRACP=PLACIDONA f O}WpNTO IN[PVeRGtOTEATKI FABRIC OWlAY TOFACEffAf[ROCR Rt1Y0YK.CRVfMO ROCK bII(1'IOPiJlORLRSEO ASA TOP A'UY{R I SMOULOIM ROCK INCOME IMPItGIWEFOR R[OUCIVO INS BULDUPOF MUDADORIANOWMA2*10 IRAowa ONTOINE PAVEOROW IM CDNTRAGTdI dNAta REPLACE TIE EXIBINO ROCK FRL SLRUACE OAADOAROCK FILL 1AYE4 TO TM ACCESS►AD 4 CONIRACTOR SNALLREE►PAVED RDADSURFACEB CLEAR Of WON.DDEMSANOPAWMDALYQiR[ETSYIEEP". S PRKIA TO PERVAVENT SEW40 CONTRACTOR SNALL REMOVE All IMPORTED ROCK FILL AATERM OEOTEiTILE FOR AND CULVERT OF NSTALLMA(ORESTORE THE GROVNO TO NATURAL CONTOURS { TM CONIRACIDR Nll N RISPOIItsI[TO RNAIB OR REPLACE ANV.DAVAGES 10 COS ASSETS OR UTILITIES CONFLICT IFVI 50EHKK OR CONCN[tE PAY(MEM OSTVII8100Ll1bN0 CONSIRUCIIDN O THE CONTRACI ORGKSPOISEVl1tt 1O RISTORE AND OR REPLACE IOORgYW 04 BETTER CONDQICNAID N VATCNEO LMH SAGrom GRADE, I V44NMR IN INS CITY OF BAYIWM7 R011,TM CONTRAC(OR fILKL LAKE PROPER MU1fVRE4 10 fECURi ANY OPEN TREACLE ECRF R71 AND EXCAVAT10V TO EASWE PUBLIC SAFETY OU"10 NONAVfKNO HOURS ALL TREKDN SKILL BE{ACKFILLEO 00 TRENCH LEFT OPEN OVERNOAT 1 C041WTOR S"tt LAW"ADEQUATE DwVAGO AT ALL TILES AND TO ENSURE ALL DRA0IA6t 0.10R1 RENA"OPEN AND CACAR AT ALL E OF TOEf T All G IWell E 4CAVAIION TO 64 REMOVED FROM I NE ROAD RHTOFAYAY AT IRA ENO OF EACH DAY �•� 10 01I BSCOUTT,MICAS&ARV FOR FOUPMENT TO OPERATE ON A OORION OF ME►AVEMENT.PRECAUTIONS MUST SF TAKEN TO PkGWNF FROU OAMAOE YAIAISDEYER TO THE PAVEMENT I I PUG IC VIDRKS If AOf"At OF$11 PUBLIC WOUS MILL LARK WTV43 UTILITIES evT THE CONTRACTOR IS RESPONSIBLE FOR LOCATY.D FRLOVERVYIVO ALL UIRIMS AND BE RESPONSIBLE TO REPAIR OR REPLACE ANY DALMDES TO COB ASSETS OR UTILITIES CONFLICT C044RACIOR ,R SIRpRO CONTACT PUBLIC VIORRS AT 241420 5300 4HOLM BEFOAE ANY CONSTRUCTION BORNO OR UTILITY COMICIOB ....""••.. .............. .••�•"'•"••1..!!. 12 CONTRACTOR STALL CONTACT[N0f4EANODEPARINENTAT NN42043V FOR[NON[ERNO PIsPtCnoh AYW vUOP w"OURS PRIOR TO ANY JOHN SPENCER MCCAWE C,OHSTRUCTONUIPUILIC I ONTOF WAY.ONNFYGYAPFROACH SIBIVATK.OSTNITON ANOUTRIIY CON,ECTIGNOVATFR BNOTARA St•MR.AYO . • ................ ..' cTORuoRAPM,c1 T 7'0. 143425 ••�� 1 ALL f lA OENCEI SNALA CONFORM 10 THE 11AAS VANVK ON ACrORU TRAFFIC CONTROL OVACES I1 munco. CIME.,[OIIOY (� l�Cf NSE�•G�.�4• 1 UKCSST/RTWPCCAVTROLOMEE CAP[PRort ION cTWOMACTNE CONSTRUCT SITE ALL NONESSEMnK OV TRAF"CCIRCLOEYiCES s'WL BE REMOVED FRO U ROAD W MOM rI ORDER 10"JIViN1 CONFUSION FOR 114 ROAD USER I AU IMSYNO DRIVEWAY 3 VAIIIA,INE TRAFFIC CONTROL ZOW SKALL REMAIN OPEN AT ALL IJAS UMESS AGREED UPON BY THE CrAXEFI OF IW ��,js�ONALE� ORNEWAV KLAOEEUNHI (OROFfStC MVEV'AY CLOSURES STALL BEUKUA[D WIN TIE TAAFFICCONIROL PLAY SUWITK P NO YIORK M1T 4 THE on OF BAYIOAN RON MAY OCCUR WTKOvr TM FURL RgEUENTATON OF THE APPROVED TRAFM CO'HROL PWI NTENDEO tO PROTECI 1W N'O X S NO YAM LWM M N T CITY Of SAVTOAN ROM THAT ANWAE3 TRENCI N EACAVATION,OR DIGGING VAT BE LEFT IRBROIECIEO V:1E7 9l16l22 VMWGRS AR[NOT PRi tt SENT CONTACT O OF BAYTOAN 1RAFFG ENOF.EEA FOR ACCIPTAXLE Ag11IOp10 VATRK►ROIiCTKN S NO STAGING OF EOWJXNT WORK MATERIALS OI YA R M NP RAfRS MAY TAKE AC[ON A CITY OF YTOAN ROAD2AY OIINOUI APPROAlt TAW NC CONTIMN PLACE T CONSTRUCTION TINCKENTRAPICC MRS 06E NSlAtIlO A'AO FACrIG iO,WFC IPRfG101+AT D4AF'%AY KR'AVTCOSTN.DAADS E CPJ6VMY IYILL BEN PILE LNTA.NLY 31.2021 THE PROPOSED CCNSTAUCIOH DOLE NAT AN,RCP CULVERT 1S TO K RE'.1O.ED AFIiA t:, O SPtCMROOATE AID THE ME ARIA IS TORE RESTORED TO PREE413Tr10 CDC1MK300 BETffR 9 ORr&'*AYA►PROACHD[TARSWALVARYO[PNAWl1O1l OCATN)V COBORNF.YAYOEIAR4.'.EDEDEIER•INEDAl1W[O1.,SfAILAIQV LEGEND GRAPMC SCALE N$1 f t —•—'—•— CENTERLINE TEMPORARY DRIVEWAY •� CENTERLINE PROPOSED PIPELINE e EXISTING PIPELINE K — FENCE wink I R1GHT•OF.WAY hvweb w ------- CENTERLINE ROAD TOP OF BANKj0°� — — CENTERUNE DITCH r N 6 REVISED PER COMMENTS JMH 08n5122 JWR MR W2W BAYTOWN CONNECTION ' 1 ADDED PE STAWP PEWS 08/15122 MR MR PARK STREET DRIVEWAY SOUTH a 4 ISSUED FOR PERM CM 07/10/20 RW JR I C • 3 ISSUED FOR ACQUISITION SITION CM 05A11Y0 JR JR TX—HA-057.08.43 G 2 REVISED PER COMMENTS LT 04120120 JR JR CITY OF BAYTOWN V 1 ADDED NOTES LT 011311M JR JR HARRIS COUNTY,TEXAS 0 ISSUED FOR ACQUISITION MM logloyle JW JR 2R r B{xwEov BY o.TE b.KO APDR a:w I•P3p •; RRD ..11 A c"O 83814 3ATa 0642.19 'A'"T'0" 8 1 OF 1 r- SE-.E SHEFT 1 FOR _ ,r NORTH S7REE 1'CROSSIN - •H-0.91n,57983 �_ rV' - �1. . _ LAVN029'.1 15n1• Q >rLONG'N095'01.3020- .r ROAD CROSS1146 / i -VIPR6KW8 Ti 1-Y•,_0 Oat A41LL'S j BAST OF ASHBY STRGET 4 ,` - a:{. .] •I,• }., , VZL wink 1 1 ■ �� o ■ �_�� NORTH • ■ .. . . CITY • • p .7m . m®perCOUNTY, HARRIS COUNTY, TEXAS WILLIAM SCOTT SURVEY,A-66 I- W \R gW JOHN SPENCER�YCCAILIE o '' yl A:.....143425.... � ' o z o Y�SS�OMAI� W IL ♦♦♦�� co 8/16/22 " S N 9 914 560 48 to E 39l009197 1 LA7 N029Y5'15.72• 1 >2 J LONG.W 095'0'76 26' I z 9.914 600.1 W I E'3.960.10E 66 EXIST.AIR u{r.N 029'+5''6.11 EXIST AIR PRODUCTS PIPEL NE 0 0 PRODUCTS PIPELINE -L LONG w0wo1.3611 F. .mot �— 42 +--a--..--��.—L-,.---.{--.,—ti—�.----t•--[ b T 7LIATN029 EXIST.EOUISTARPIPELINEPROPOSED SEE TEMPORARY DRIVEWAY 36'PIPELINE DRAWINGTX44A-057.08.419'0.57961SEE TEMPORARY DRIVEWAY 5/91! \ DRAWING TX-HA-057.0840 L95•+13620• \ PLAN SCALE 1..W 1 I 40 + } 40 I zS PIPELINE 30 1 p w 30 MARKER I 2 (TYP.) EXISTING f U y GROUND 10 ina 1p TOP OF PROPOSED 36"CRUDE OIL PIPELINE (CONVENTIONAL BORE OR HDD METHOD) 0 t t + + - 0 62+I9 70+00 M45 q. PROFILE ."oo�r c•u>t o.o.•ssna V.M MGM V 1'a 5•a2o KV�IIMpCAII'.>t1rfH(Lt lvaVwHlOw•OIGr•l..vnV.VtaV.q•>>/'._ Kl.f \FRt (1 GtlNM 0111.YIL.LIrOJW/Rrwnef00,•1Crt...r„f ryq.0.•.•G.I.•u.. �tJ{".RM Y:171l ff vr_f..0 K r♦W[r MrW.,G.<N,f+ipVt Lal• W`00 a1,•aa tw'VaO G..OIr[rP vHIL[[D0.Y.7• Vp..ppf,.val.•.{43fpp.W•YYtr•'f•.Aa[l{a,..,1r.• t 41..11Mf•aiWOOr\p>YVIW ! .Ot.KV.M/.yµlH wf•�,[a.tlV•.{.i VrWV.'.lV [ nit<+rYG•P.qH.Y[.Oa/Plr>q•.wga1NC1•t�rP•+VOIJ rWt.fQv4..t LEGEND l �l.tal"•V►I<M1tYM•IGW.{r.�.,.E Gar.a:.:tp,YVlar4lrgrta W..,rli!>Htt.t V.. y' �✓� yE.,tlr.:tlf taV Ntf wil04�.a,Y.H4•fAt WNC WIM1 W.•�.�•i rL•.ri:K•nf WY'rMn~w lat.Gn YV.a a fKJ.UO V r.IK•.al.l W.Pfyf�,r CENTERLINE PROPOSED PIPELINE f Lv..O.E.Vta1M.t..:tv{I R(M.r•�.at.r au rwf•t•a W I•.;.N Nl iNn•:t C•fNf a e •-..V�,�y� +tumanw..xnro•q.mronw.w.c.o.urc•a...:r.-ttuarw;ru, EXISTING PIPELINE f •.r.a[0.•H.wau.ra[ouwrrowLRC+•..dts•.o.trlr..falwrrtwrt..-.. --------'-- RIGHT-OF-WAY M twh,ONl\{H 4a...A.WVyI w.tipwar0•ri..•IHr ' +{ a.u.[ ,:Lnv>arro.yrouunwa.•rz.., .. If EDGE w•nroa a:cuatvaNa•rlauuo. - -�•� '� CENTERLINE ROAD . VV,lff,•lrW,Katnrgat.CU.tl..JKC,.G.•..C.af GOgrR�N•{�f.1.v1atr:.•a rW[Cpr.p01.[Hf•NAHgV�AaIY.0.a.D.tl v.n rv•J•31••p b•t•M ♦ vGVIti 1 1.1,W w.M..f V•r..u[,W.c cc.,.ca a.t wu ttvw.crn.•, rN. Nras p1�N�Y[{ wmwo.owo+wnr•ecatn.•..Wwuw..f ra a.au ca.o..aamw{itw YM9tinloYap K M.O[On>nttVRt[M,•aa.yn¢iv RN - . .�r.�,:.,.,>~�n Gr.,.,o��..w.�.r,..t.,�,-ni.�;.:.,,.•,,.....,,.< wink a.o.••..c mn.a wu..r..o.o a..oNc.w,..y. f MwdN nl••t4GnVM.I>AV IOn M.r qoy V{ntK_ap t•:it..e�s.L.L Wr+:•v.•q .l•,h•Vatttrap w"f�..Gaav{ut pr.gyVr a4.'.ri do b V•rN\••...4•.�.•r..4 "wo:caH•ttew+•aofv,.a.+..or{crtr. 0• 25' 56 !I i Via.i�nG..r waver�rl�i R44f M aabin Wr Yu M:t�..a•.v n•r:'t•. cor+z+.vct - w..aG:b•s4bt r•A,C•1•r•t.,Cwa••f nllpaa a•{r.p V4ntl Wr tN[pn•GrgA ga•a.s..,a>.;a••.n w.o.o.lenw.aw�ta..o H.tvo.fa.a w•tr..o•.wct GRAPHIC SCALE IN FEET ..,o..,.aas w w/wc•f an ut.•tY{coraat u"+••au f•auo to.rsc*•w<w>{.r i..+r...a u rnaf Y.GY.VrCOM1'tuG.O•.tram mul 11 co".- - W BAYTOWN CONNECTION NORTH STREET CL TX-HA-057.08.11 2 npOEO PE STAMP OB115J22 JWR JWR CITY OF BAYTOWN V1 -ADDED NOTES--- LT 01/28/20 AR HARRIS COUNTY,TEXAS C 0 ISSUED FOR ACQUISITION MM 09f05119 mm ,IW [uRt. It aco r -yy P o.n tt«0 .rr9 K..L 1•.5p•wwt." raalGr.:o 63814 HARRIS COUNTY, TEXAS WILLIAM SCOTT SURVEY,A-66 CONSTRUCTION Qi[ ENTRANCE SIGN �A p FACING TRAFFIC n T OI O A my W E.3.980.095.63 I T7 17 � N 9,914 WS 85 :a aj W LAT. AT029'4S'36 1191 W • 1 O d LONG- 095'01' Z7' E 3.9d0.t0).O6 Aa- I- UT N079L5'101I' Q O O N LONG tV09S'01'3612• ..t--l.-��—I�--9w.-1.--11-- � �--a•--li--•�•—+•---�•--��---r�—lr—lr—ti��.-� it At or SEE TEMPORARY DRIVEWAY- \ Z PROPOSED O "PIPELINE DRAWING TX•HA-057 OB 41 NORTH STREET 36 \ S w DRIVEWAY NORTH \ N� CONSTRUCTION to ENTRANCE SIGN �JI FACING TRAFFIC PLAN SCALE:1'a50' 4 0 0 3 g � i `� 0 i o J W {[I J 0 QO (OJ LOJ 00 FXISTING ROAD W W W Q PAVEMENT LONIWAA COVER PER CULVERT LIANDFACTURE 'll �•' 1' \ t I 'F ,1'„•�Y. .1 '.[.. NATURAL GRADE CONTRACTOR TO PROVIDE AND INSTALL CULVERT IF REQUIRED.18'RCP GEOTEXTILE FABRIC AND GEOTEXTILE GRID, PROFILE AS REQUIRED H0,E6 SCALE:N.T S 1 A LESS PAO$ AS ILLUSTRATED MOVE ARE TO 86 0+0ALl10 ADJACENT 1°FAMMIG PAVED ROAD AT LOCATIONS IDENTIFIED ON THE CONSTROCI+O•I OIIAVRHGS 2 ROCK SHALL SE PLACEOOH A GEOtEATAE FABRIC TO FAC•.IIATE ROCK REMOVAL CRUSHED ROCK WE?"Tor IS TOW USEDAS A TOP 6'LAYER IOPP[VENI iRACKUIt CP MUO tlrtO IKE PURL-ROAD'VIAY 3 S.IOULD THE ROCK PAO BEGONE INEAFECTM FOR REDUCING THE BMDVP DA ARA NO DAY ASO WNILUiWO TRACKWO ONTO Tot PA'.ED ROAD THE CW40ACiOlt SHALL REPLACE THE EXt$ra10 ROCK F"..SURFACE OR ADD A ROCK FILL LAYER 10 THE ACCESS PAD + CORRACTOA SHALL KEE►PAVED ROAD SURFACBSCLEM OF UUO AND DEBRIS"PROVIDE DAILY STREET$VIEEP O >. MUCR TO P6RUAYETNT SEEMW CONTRACTOR$1143L REMOVE ALL AIPORTEO ROCK FAILA'ATERUt,OEOIEXTLS FABRIC ANND CULVERT OF WSfALLE01Arm R6STd TIPGIGLR.DTDMTtMACOMOWM 6 THE CONIRACIOR VALL K AISPONSPtE TO REAR OR REPLACE ANY DAWOES 10 COB ASSETS OR UTRITES CONFLICT ANY SCf1VALK OR CONCRf IE PAVEMEKT OISTURSED OAMG CONSTRICTION IS tHE CONTRACTORS ESPONSAIJITY TO RESTORE AND OR REPLACE TO CAM04 OR BETTER CONOTTmNAND BE LNTCHEO WYM EXISTING CRME I L••HENETER SN THE CRV OF 8AYTOAt.S PLOY/THE CONTRACIOA Shalt TAKE PIT [A MEASURES TO SECURE ANY OPEN TRENCHES BORE PIS ARO EAFAVAIION TO ENSURE PUBLIC WEIY OURTIO EKNL'NOmAAO"AS ALL TRENCH$'TALL BE BMKFILLED Rm TRENCH LEFT OPEN M MIOHT) 9 COIRRACIM 9—L LW 1.I ADEOVAIE ORAAlAOE Al ALL RAPS um TO EIISURE ALl ORAWAW ONCME3 EAW11 DAVIT Arm CLEXR At.11 ERRS 9. ALL EXCESS EXCAVATION I-Or ELIOVFDFRON INE ROADRK:HTQF.WAY AT THE ENDOF EACH DAY 1 9 r'f BECOLIES NECESSFRYIpt t0U1IMENt IOOIEMTE ONAPORITDHURTNE PAVENEYIPRECAVTI"LUSTBETAKENTOPREVENIFROVAVY OAIAAGE VMATSOEVER TO IKE PAVEMENT. 'I HnEDCVAnaYW LLUITIIESANOBT OF 6 11 ERE�SPONDTItYGREPAIROR EPLACElANY40 AGESSOCOEIASSITSORUTAHISSCCOONFLOICRILCOATRACOR AEOfT PEShl OLOLROCONTACT ,CY T°S" 110U.ORHSAT2614 Y MPOEANYCOKSTAUCF"GOAWG.ORUTA•TYCOKN.ECTICN 17 CONTRACIORSNKI CON'ACT END:NSERIAG DEPARTMENT AT38"70.65N5 FOR ENONSEWKO WSPECnON A M MUAI OF AS HOURS PRIOR IO AYY CON$fRVCI*N W PUBLIC A*HT4F.NAY DRhEAAV APPROACH SIDE'NALK OE IER101 A40 UTANY C°.MEC74N(Y/AIER SANIIMY SEVER AYD 110W ORANAGE 1 ALLYEVOORMY TRAFFIC CON ROL OEVICES SHALL CON60M•TO THE TEXAS UA NVAL ON UNFORU TRAFFIC CONTROL DEVICES TLIUTCD.. • •• ••� CURRENT EmnOY JOHN SP ER IIICCAU.IE� 2 UNLE 95 THE TRAFFIC COHIRCLDEVICE$MEPROTECTING AH ACTIVE CONSTRUCTION 5116 ALL ARASMATIAL TRAFFIC COV mDEVICES SHALL 69 EMOVID PAW ROAD YS:SILRY W OAOER TO PREVENT CONFUI m FOR THE ROAD USER "''"""""�""""'�"•� 3 ALL GISnNO DRNEVAYS V I THE TRAFFIC CONTROL 20YE SHALL FAWN OPEN AT ALL TWSB UNLESS AGREED UPON BY THE OMIT Of Mf /I,AQw i 143425 •�� DRIVEWAY All,AGREE NEIA S FOR OF I SITE WVGWAV CLOSURE 5 L 88 CINCLUDED VAIH INS TRAFFIC CONTROL PLAV SAWITAL A )AMITA"THAT INS CITY THAT FBA O'AN Poll LA NAPPROVEDY OCCUR%W"OUT THE FULL MAPLEMEATION OF THE APPROVED TRAFFIC CONTROL PUI N H \1��'•.C/CENSTE••�••��.T 6 IS.4 STADAA ONOT F EOVI AERi.CAVAAK LUI SP'AALLS ON VIORASSIS MAY TARPS wCS ONeA ACATYCCEPTABLE OF SAYO�S�v�2Pn01[c��TEAPPROViw16 TRAFNC CONTROL W MACS I CONSTRICTION-TRICK ENTRANCE SIGNS TO Of WSTAL[EDAM3 FACNG TO TRAFFIC OECTION AT ORNE•TAY PER INTCO ST—DLROS IT DIINTWAV VV BE W PLACE UNTIL MY 31=3"PR°POSEO COIISTRVCIKYN DR.TE'AAY u.0 RCP CMItRI h IO SC KEl"40 KKR 0,C n/7 6/22 SPECFIff)DATE AND INE M E W NG E AREA 110EESTORTOMLEXISTCOVOTO%&METTER J V G 9 IiPIEVAAYAPPROACHOETMSA'L+4AAl0EPEHDWOONLOCATKW COB OMI:)Al•OF TARS%T 04 DETf RMA.TO AT TP.•E OF•HSTALLATICN LEGEND —•—•—•— CENTERLINE TEMPORARY DRIVEWAY 1� CENTERLINE PROPOSED PIPELINE EXISTING PIPELINE — — — RIGHT-OF-WAY wink EDGE OF ROAD 1 0 '°webster - - — — CENTERLINE ROAD 0' 25' 50' • — OVERHEAD POWER LINE T. SANITARY SEWER LINE GRAPHIC SCALE T W2W BAYTOWN CONNECTION p NORTH STREET DRIVEWAY NORTH 3 REVISED PER COMMENTS JMH 09/15122 JWR JWR TX—HA-057.0$.40 2 ADDED PE STAMP XMB 08115/22 JWR JWR Ut ADDED NOTES" LT ot/29120 JR. HARRIS COUNTY,TEXAS C 0 ISSUED FOR ACQUISITION MM 09/03/19 JW °A n6' LT L•°�Y [D[ 4) T DESCaIPDBN BY 1 DATE A o•RD At" 3u.$ I•.SO'MPV06Y n°Rc'w 63814 1)F 1 HARRIS COUNTY, TEXAS WILLIAM SCOTT SURVEY,A-66 CONSTRUCTION f ENTRANCE SIGN m m i FACING TRAFFIC'( rn N:9 f 14156.3s A z I Nf9t{66060 W} E;3.960.069.14 y E 3.960.09t AO )2-r _ CAT N029'4S'166T- I G I LAT NM 571502' K LONG;VVM013611- I LONG w m"-0 I'm 26• If al F OTn •• . r i .—tier— i —•r—rr`„��,��F--rr ,..--1•� .—{►—••---r ter.—��—al--{iS •---..—.-..��.—tier-1��—ti��-11—�I�� .�-1.—�r--.r-��--u�.--r1—.��r--1X $ � 1.—+►--11—��-..1—� .--EI--�r--�r--ti.—_... ZPROPOSED \ Op 36H PIPELINE CL OF TEMPORARY DRIVEWAY t �, SEE TEMPORARY DRIVEWAY NORTH STREET DRIVEWAY SOUTH LPP \ DRAWING:TX-HA-057 08.40 CONSTRUCTION ENTRANCE \ 9� SIGN FACING TRAFFIC:- PLAN SCALE I'45C X 2C O Z cc d ' o o z Lu M9OM PAVE UM COVER PER CULVERT MANUFACTURE AVEEXIS WG ROAD PAVE NATURAL GNAT \' ,*_ AI "r'•' T CONTRACTOR TO PROVIDE GEOTEXTILE FABRIC AND INSTALL CULVERT IF REQUIRED, AND GEOTEXTILE GRID, NO CULVERT REQURED I AS REQUIRED ^" PROFILE aEu�"a�T[F,y��l SCALE IN T S I ALCESS PADS AS AtUST RATED ABOVE,ARE TO 9E INSTALLED ADIKEM 10 F031040 PAVEO RDM AT LOCATION$IOENMOO ON THE CONSTITL IJOHDRAVANOS 2 ROCK SNNl 9E PLACED 0NA0[OIEXTREFASU TO FACILITATE AOCN REVOVALCRVSN[O ROCXSOE I'TOM TOGS UKDAS A TOPS•LAYER ) ;TO PREV(IIT TR,IC0NO0t Ma"01HE PIWICROAOWAV D T)O ROCI(PM KCOII MFFCCTNE FOR RIDYC4:0 THE 6L/tOUP OF MUD AND DAT AND UNWONO 1RAiKO4 ONTO 1HE PAVEOROAD THE CONTRACTOR SHAII REPLACE THE EXWWO ROCKFAL SWPACE OR ADO AOOCR IAYERIOMACCESSPAD A CONTRACTOR$NALI KIEP PAYED ROM ttWACES CLEAR OF UW AND 0E0Rq ANO OAaVSTREETTWEVIAO. S PRIOA 10 KMIANLNT 3tl000 CONTRACTOR SHALL REMOVE ALL WPOR1F0 ROCK PAL WTEMµ CEOT'FXTRE FABRIC ANO CULVERT LV P4TALUDIANDR[SIORE THE W WM TO NATURAL COHTOORS t THE CONTRACTOR VMt tE RSSTONOSLS 10 REPAIR OR REPLACE ANY OAAAOU TO COO ASSETS OR UtVyqS.CO•oLMT NO SIDE WALK OR CONCRETE PAVEUIM WSTWSEOOURMG CWSIRUCT4M p 06 Cd1TMCTOAS RfVONSI nV to MITOR1 ANOVT REPLAC!TO ORGlNAL ON SETUAt"T'ON A/[DBEYAtCHEO WITH EnSRNG OAAOE / ANElEACA O M CTM1 O<RE PONNf ROMP V CONG NC N%%**N 1H0"ALR TRENCHES TO SEDUM ANY ONY 0 TRENCH 9STkr0I N AND ENINTI TON TO!A$URE FVS(IO SAFETY DWRNc NON WOR0N6 HOW$ALL TRENCH bolt•E 9AC6RLE0 INO raNW LEtr OPEN OYERAo+Tn [ CONTRACipt SNAIL YAINTAN ADEOAR pgAPNNCE AT All TMET AAp 70 ENSURE ALL OAARA6E pTpOt RLLIANI OPEN AND CIWI AT ALl 1wE 1 ALL 4XCUSBECOME NECESSARY Y FOR REMOVED OUIPME FROM TWO ROAD 1PGNTOR WAY AT M ENO OF EACH DAY 3t q V It•[COVES HAIWENIY TOR S PAYSI E 70 O%MTE ON A/ORTgN OF M IAVb.RtM PRECAUTIONS IAUSt BE TAKEN 10 MLtEN1 PRO ANY DALVWEL:TAl9p[WItOM►AVELTLNT R � I ALL Y DON. DEVICES sHAu oDNrwu TD M rILAAs LLVATAL ON VwFDRAI rRAPPK CONlROI OBVRET ITuurCu JOHN CER M ••'LLIE CUAPEAT Eoo1104 7 LIKESS THE MWIC CONTROL OEVCES ME/ROtEC1FRO Av ACtA4 CONSTRIIOIION SlT[ALL nON%SSEHmL TAAFFIC CONi1LOl OPN"S "t""""""""""'2", SHALL K RELIDVW FRW ROM VWMITY W ORDER TO PMENT CONFUSION Foot THE ROM UKR 143425 ALL EXN1 WG DAN[WAYS%WHA THE TRAFFIC CONTROL ZONE SHALL RELVRN OPEN AT ALL TRAILS MESS AORUO LIFON BY N$OV`q!R y THE CWMYAY ALL ACIRCUENTSFOR OFF"SH WAY E DRIVE CLOSMS$HALLK Wt9MW'DRH THE IMFFICCOMAM PLAN Sw.N. gyp:E it,� N NO WORK 1L THA M CITY OF HYToWN ROE'my OCCUR VA111O T THE FULL Iwlp+ENTAI"Or THEAPNRIM0 TRAFFIC CONTM RAN ` RN[IID[D TOIflOT HE CITY OF SA MsS/0WE Et f NK NO/ERAIWOPN M CITY CNYTOYCI ROW THAT ASOIAB[S TR JIGINU [ACE CPT OR p6OnO OF 9E LEFT PROTECTION ECIE011Hfi'I WORAERSAl1E TIOIPREKTTICOMACTPTYOF TOR%lOFb1RKFC INOFRESACE ACC CITY UEINODa of VMRKAZNVA VWHOTAAV S NO FFIC CO IR L MPLACE YARA NA1WiALf OR\\ORA[Rf WY FAIN F4C[ON A CHY OF 9AVTOiAI ROAO.YAY W1WgUT APPROFRuif TRAFFIC COMROL In PLACE 1 1{NIICWOMa ERIFYIGALL ARTOIt11 ANDKt'ADRHSVALLNNRTIEXgTw6VTALACE-IMCOMR O09ASSETSOR rknq$AO"ll,1+ 9/16/22 FOLD R&H Alt CONTACT AND tC DRABS AT 6: 0-3N 441 OR REDUCE ANY OAVA0F3 TO COO ASSETS OR IC01 ETN I:1 .7 G[ CONTRACTORSNOIILOCOMKTPLNLIOWoo1AS AT7•:+205)Oo CHOW SOKAfr O ECI*ATQW.IVO P% U.ICOTYCOF:ICTRYI L COHfiWAYVIUBE IK ACE LI TIL AL STOBL INSTALLED SEDtON:TIO TIOtl R0UTAIgHA1DRr.A%Gftf RTO In ."Aa 0RrVMI Q, •ICJ 50 1 SPCCWCY WµKDINS W UMA AS TO O702S IHENIOPOREEXMl CC&ONONS OR VJ4CPCN\FRrIS TO In RENOHONI[RT,[ SKC0O0 OAT[ONOINSA AREA ISTOOE I.MI O LOCAL XNUNC Co-AIDONS OR 0lTTEa 10 pLHEWAYAPPROACH D[TALSWILVMLYO(IEk_ONGONIO[ATNNCp6ppp.C.YAYpEIAnSt\F6ECE1(RlI1.(OA11P.'LOFniT4lUT.iN GRAPHIC SCALE NFEET LEGEND --I---I- CENTERLINE TEMPORARY DRIVEWAY CENTERLINE PROPOSED PIPELINE • EXISTING PIPELINE • wink — - RIGHT-OF WAY EDGE OF ROAD ro W@118t@r - - CENTERLINE ROAD P -�-- OVERHEAD POWER LINE ss SANITARY SEWER LINE N W2W BAYTOWN CONNECTION NORTH STREET DRIVEWAY SOUTH C 3 REVISED PER COMMENTS JMH 0911 2 JWR TX-HA-057.08.41 C 2 ADDED PE STAMP_ 198 0811522 JWR MR V1 ADDED NOTES a 0112920 JR HARRIS COUNTY,TEXAS C 0 I UEDFORACQUISITIOIi MM 19 JW JW t"A l• Lt w ^ WA W 06ttVITPN 0. OttTo-4 ApA L+ti1 1-.50'AFPVO LY M°�pNO 63814 °"L 054uIf xr 'A 10' 3 1 OF 1 • 1 I: , i t Rh � 1 J •e' sc. �4�54 �y• � r� w A;, 5Ll SliLll t f ACPROX MAIELY 1/70 18'.K OAYbYiN DRIVE CROSSIN "�. /�^� SOU7 "F£3AYVI' SIREET N 9 909.894 29 L:'3.980.300.07.. - LA'.:N 029'44128.181" ] � dLONG. �. M1 S"n r• wink lowebster 'I ti p 0� BAYTOWN CONNECTION BAYWAY DRIVE © ISSUED FOR ACOUISITION CITY OF BAYTWN • p• .. . .• m©mpHARRIS COUNTY, i HARRIS COUNTY, TEXAS WILLIAM SCOTT SURVEY,A-66 t�oF rfx Z cc JONN SPENCER.MCCALV.. Qg o N 4 IxQ K • 143425 Yl IL U. U. W WN_g ti NALrT 6 Yi �'' ow s `a ,a,�w 10/4/22 120'R/W a I Algl 1 9.909.90777 yF E 7980,]5999 NO2M O " LAT 9' 29.59' i F- I 5' LONG'W 095.0175.76' iiief o N75lol'33'E I I t -EXIST.ETC PIPELINE 5'•t"COVER LAT N029'N'293t 120' LONG W 093'01'3709' EXIST.MARATHON OIL PIPELINE / PROPOSED Imo" �0 9'y T-8 COVER 38"PIPELINE II I i N 9909ewn E 39e03000? I I« >E LAT N028-N29.e I LONG W095'013634' PLAN $CAt/JYW N•52' 30 71 30 7Ta 1 1zS PIPELINE 1 ILL MARKER i 20 p 20 (TYP.) 1 d 10 10 EXISTING GROUND TOP OF PROPOSED- 0 36"CRUDE OIL PIPELINE (CONVENTIONAL BORE OR oT HOD METHOD) 10 4 10 — i 24'SANITARY SEWER $ qt (9.2'COVER) REFERENCE TA9LE TZ�Tv3.min tw 1 R , ItOCUCf CR:DI OI PROFILE { OMW010 fc0. ND11MpLgd44M..C4.f.{ut V."N10M rCIDw,•fr ..•1:.O.1w0.%Cf[I[•r wl: la{ SCALE i 25311-07•AL101.002 ' w]wv[riwro.{co�n.no-rl Do..Ic•.,n+l• rw..no.'..o.a•..•.Fx.:.wrf.l{...1 . NORIZ t•50 i 2011.80721fA01 Irc 11'Iw•wf Iwarw 141 RA •CRT t Kf•If IY 1•rK1.a0 vpp 11t41.r.r.ryv,ln•C.NIOh aiKo�:reO°leiovawee wwi0°0�� r YMKf.bOMK[f.aLYf(OO,vWf[V•0Y.'LMvLt(.Rtn.hM LEGEND r n.ronw/wrowneetlprw CENTERLINE PROPOSED PIPET 1 +eu�r.+.utwfYw{euuD.\D.w.•..lD.rt.e+an aa.l.f.w I .r cwwc•p.v:Y YI/]HI w1 IDgwu a aKR+w e,f..a 1'°cot•1<n f a•.nn•+1 I EX STING PIPELINE rpvrKf �Y�iHyf- 1 -[.nw.wcr.vl...w+./q..wwf�uc]wwur..a npa,f.q,..a{ro x]f.aaw.. FENCE ph'gD:•Y{o,{N{W4ra.1 Ow t0[eWylaK w/]r pyf•a•A./rY..A•r.M¢I I ■ 4,:ntY\tl MCVSYJ.,O Iq.{"f V.CT,0.11M0•r n+ Fv'••f N.: 1 CA•,XTp yu.:fHv+Ir NXONR c,.r..unT.r Twll lb]r1•h 114f O,.n.:/O:'••I{ I'�'rI ---�-- ,w.,p.vJ4fwr.rµlr,l L::"f��w•.. — RIGHT• •WAY r .f�{.nYt•e•f.•w+eYwtK.arto.r T•a tc.o•ana•...+I+:tbat.c":.- i 'v.�:..Iar."1•.�'• I EDGE OF ROAD It[O.111 KCItl.n IOU l%frt•If Ie ptMn 6..Mt6.p M n.l Merr wRC•.1vf•i.i. I I Y:tipTp.,rlYf.,OVYtp.]rD[ww1tOCAYtOMIUMtr -_uK/I v � ---'—'—CENTERLINE ROAD I I 4]K4L•IKt/MIpN�n/xwD�s.tiro.aa,euxf.•f:<.r•.efa.r+n_n.n "'"" s OVERHEAD POWERLIN; Y tITM K!Ip 1pC11 K.,J 14f0.InrrwO wC Nt•]C1 ty N wftt.+I.l t1 hrur(•It R.'[ f.:.»f;v.siroa.,il]re,iw.{wmna{c1�o+ior af�+iT`�cano .,...wac:,.w:.r 9 —•--9 SANITARY SEWER ..w.rgcfp/nwm,Ic+[b.e(.wu•..rvvn:.o ELECTRIC CABLE 1+K•I w tl real Iwo.10.1 Cbblr M w INC u•r[r...D.,r....rl.o�" Iawrr nn.ro.vinun<a,urcr.f...n,Yt•.gtlwY nog•:<°eu..w ^^rT^T�'�"r^'t VEGETATION LINE K<O•nfr4 grCF[t•1.tOVpv re]4 nW•1NA R vM.%v la.lr� C0.:�0.OP'R1ttW'CO.aV[,T f-0T9v RMR -I�L1 . r I1IM RYI[ODVR6M<I1W gyt[GI,O.vl:l.v1 CO.{rt•Tvn i•'C ti.\i.1:•[r.:4 twknT0.� 1 ]Wl:[wfY0.0[•/Cf 11•r{f Y.C•rO.Lp r.Ou,OrD'N Y'1t w py!.•n..r.T"T(OVNf'JwrOn I 1�NO.M...f.ni.wr.an..,.<wngllC,rM.wr.vi.v.�..f.M{:•.Iff wink ' .Iq(OlM.1•fy O.V t p MObr[w..wa wOgfatvT{Ip p1 Y'1 n.t:...M K.[.fnLf �,, M.vC1.tOlOn.+n r.t RufCmvifglM Mu114 • ~webster t 2•5 r0 np,..T.•r.(liTr p YrtD 01 MORG Utp.T'.r.w..wf r.y\I..�.,a r•w O• . 9/.�e� .rIYe.LORUI'<CwiR0.M•,T _®50' I .. Ptp[IiHC�J f •.rnJ••ti•"•.IY<.1a4t10.t Kw.w.qrA glrtlK•K VCw•..P p°.O:n]vw.Y v lVtlffC 11D su•..f[.e.[.f IIR rOr r.ltl•R COr.r.[r aw p M•TMv Rr1-I V rARrOrI . h•1.•.Kf vt'ArP nlaMOnC°M Cr 4rtC+, GRAPHIC SCALE IN FEET 1 W ST.O•L Cr L>.rY[nT A+YI WROV 1 D,eOw111 wr I..1 ry[t O.• rt. MYU.v.1•.nr,+rn.In tW.0 COVROI rfu4 7 ISSUED FOR PERMIT KMB t0704r22 JWR ' S REVISED PER COMMENTS Jtu91 08l1522 'WR JWR W2W BAYTOWN CONNECTI )N lS ADDED PE STAMP HtMB owl= JWR MR BAYWAY DRIVE !Z 4 ISSUED FOR PERMIT CM 07110R0 RW JR TX—HA-057.09.10 C' 3 ISSUED FOR ACQUISITION CM 0NI20 JR JR G 2 RE-ROUTE LT 02020 JR JR CITY of BAYTOWN Vy� 1 ADDED NOTES 3 DATA LT 0113120 JR JR HARRIS COUNTY,TEXAS //^y.��, 0 ISSUED FOR ACQUISITION JCL 08130118 MM JW Tw fif0^ Lu1 W aY Tn5CRwrlaN sr N.rf C-0 AM I4'a6 Ia.Irw It ea Ir "°RCTYO 63814 7 1 OF 2 HARRIS COUNTY, TEXAS WILLIAM SCOTT SURVEY,A-66 U. EST E7 t� CONSTRUCTION ENTRANCE I ITI LU 1 AFC, YSII N FACING TRAFFIC IIItf SEE EXISTING DRIVEWAY i I N S.90999275 DRAWING TX-HA-0570941 I I E S.9t031521 LOT N029'44'MAS' 41 ILA " LONG W09S'CI3627' l -A CL TEMPORARY BAYWAY DRIVE Y f ti I ORIVEWAYEAST + P I1 r1}SALL TEMPORARY DRIVEWAYS IARE TO BE.\CONSTRUCTION IMMEDIATELY AFTER N.il-484 72 1 I FLOWLINE NOT IMPACTEDP / i X LAT tt 02P'•'A2D 39• 1 •` I LONaYF09sror26u•I t '' CONSTRUCTION ENTRANCE I {{ I SIGNFACINGTRAFFIC— �/ PROPOSED 38"PIPELINE I CIL 16-WATER LINE(15'COV.) PLAN REFERENCE TABLE 1 x0 SCALE•r•50' OX L DRAWINGNM O O Ir (` 25311-w-AL101.002 0 lY cs 3 w w EXIST NO ROAO MINIMUM COVER PER CULVERT MANUFACTURE PAVEMENT GEOTEXTILE FABRIC AND?". ,r"� 1' •11 .Y A kY;y�wT;;♦ O AS REOVREO�IE GRID HATTU GRADE PROFILE SCALE N T S CONTRACTOR TO PROVIDE I ACCESS PADS.AS ALVSTMIID AMS ARE 10 0E INSIAREO ADJACENT to IMS-o PAvio ROAD AT toulgNS XTERTNE-ON THE AND INSTALL CULVERT IF COCK WALL IRE ORAvm109. REQUIRED,NOT REQUIRED. 7 RONSIRUCLONDRAY OONA GEOTFXILF SABRE TOlACRTIA/E ROCK IIELIOVAL.fAL15.4:D ROCK S12E7 TO t'Tf 10/l USEOASAIOP{'UYGR TOPAEVIENT TRACKup OF MOOINTO TIE NNC ROADYJAY 1. CHOULD THE ROCK PAD BECOVE IVEFFICTIVE ICA REDUCONO THE BVLDVF OF MLO N.D"I AND MWVo2WO IRACKNO ONTO THE PAVE'I ROAD Pe CONTRACTOR$HALL REPLACE TPL ENTT«0 ROCK FILL SURFACE OR ADD A ROCA FLL LAYER TO THE ACCESS PAD ONIRACTOR$HALL KEEP PAVEO ROAD SUAFACEE CLEAR OF NOO AND OEBIOS ANTI NIO OI OAEY SIRfEr SL'IE ENAO S P"R 10 MRVANINT SWING CONIRACTOR SHALL REMOVE At IMPORTED ROCK ILL NATCAIAL GEOT.XTRE fABR10 ANT)CAvfFtl «S ALLEDIANORESIOREINEGROUAO TOMIURALCONNNRS E THE CONTRACTOR V.11 BE RESFONSBLE TO REPMR OI REPLACE ANY DAUAOES TO COB ASSETS OR U Mlt4S CORFLKI ANY SKEWALA OR CONCRETE PAVE/AEAT OSTURBEOOURNO CONSTRUCTION IS THE CON1MClORS PESFONL83ITY 70 RESTORE ANDCR REPLACE TOORKRNAL OR 6ET1E1R CONDITION ANOBE LOATCIGO LATH EAIST«OGAADG 1. VINGNEVER W THE CRY OF OAYIONNt MY THE CONTRACTOR SMALL TAKE PROPER L'EA11 8 9 TO SECURE ANY OPEN TRENCHES$TEE Pis AND EXCAVATION 70 USUAE PUSMC WE"OLRWO RON WORK«C HOURS.ALL TRENCH GRAM BE SACKRLtEO IRO TRENCH E/ 031E 1 OYERNIGHTI CC NACIOR SHALL TAUNT"A09GUATT DRAINAGE AT ALL TAMES ANO TO ENSURE ALL ORAWAGE DITCHES RELMN OPEN AMD CU•t A ALL P AM XCB$S EXCAVATION TO BE RIMOVEOPROU THE ROAD RCHI. -AVAYAT TEENOCF EACH DAY.LITWITDECWJ98NECESSMYFMEOIAPMEMTO0RMTEONAPORIONnFMEPAVE.ORPRECAO O.VSYBEIMEAIOMEVEMFRdIAVY pj OF .. 1� DAMAGE INHLTSOGM TO THE PAVEMENT ' 1. PUB UC L'AIRK4 LS NOS OMT a III PUNK VIORXi L\il LMRK EX3TW VIGSNES TIM T@ CONTRACTOR IS RESPONSBLE FOR LOCH'N3 A FEO% FYNO ALL UtLNES ANISL RESPONSIBLE TO RFPAIRM REPLACE MY DALRAGES TO COB AESE TS M UTIATIES CONFLICT COIIRAC7 • �� SROVLOCORTACT PYBUCYARO AT 2A14N4N0.U HOLM!BEFORE ANY COASTRUCION•IORWG ORIRLLITV CONNECIION I! CONTRACTOR SHALL CONTACT ENOAVGEROIG OEPARTUEM AT 2I14204SAS FOR ENGWEERINO INSPECTION A AUNRNR OF A.HOURS PR.OR I'AYv CONSTRUCT*NOPUNKM"T4F.WAY.ORNENAYAPPAOACKSIDEVIHKOETEUMM ANOUTLITYCOAAEOTrON(YIATER SAMTMYSE%ER NOD • •• ••• •••• STORUORRNAOE /JOHN SPENCER MCCALUE COB STMDARDTRARICCOHIROL NOTES ,.............................. T All TEMFORARY TRATRC CONTROL OEVGS SHALL COIIFORM TO INE TEXAS I ,10AI 01 UNRORM TRAFF C CONTROL DEYKES t11LA11O01. CURRENT IMT04 ,A`. 143425 - ! UNLESS THE TRAFFIC CONTROL OEVKEf ARE PROIECTWO AN ACTNE CONSTRUCTION SITE ALL RONESSEA'JAL IRAFFK C041M MINES S"All 4 BE REMOULD FILM ROAD V15,144 PI ORDER TOPREVI T CONFUSION FOR THE ROADUSER Off•••!/Lf NS�O•'��i�7 ALL EnSTNO pwvEWAYS vniRW THE iRAlIK CONTROL ZONE SHALL REMAVN OPEN AT ALL TWITSUNLESSAGREECVPON•YTHEOI\HER MID". (. I.- ORNEWAYALAGREEMEMSFOROFFSITE ORNELYAY CLOSURES SNALt B!WCLIAEDWIN THE TRAFFIC CONTROL PLAV SI1plfa 1i V ........ J Ho VrOAK VATNW THE CITY OF BAYTOAN RDYI NAY OCCVR'MTNOUT ME PULL WKEWWATTON OF INE APPROVED TRAFFIC CONNRTL PLAR ,\ 4 «IGNITED TO PROTECT iMT WORK 1 N!0 WORA VAMT1 THE Car'OF.AVIOUN ROW THAT AGOURES TREACH«D E1CAVAl1ON OR 06GNT0 MY SE LEFT uNPAOTECIEO,vNEN VIORKERS ARE NOT PRESENT CONTACT ON OP BAVINDAN TRAFFIC ENO WEIR FOR ACCEPTABLE METHODS OF YVO«PROTECTON 9/16/22 t NO STAGING OF FOUWLQNT WORK LIAIERWS OR WORKERS MAY TAKE PUCE ON A OTV Of BAYTO.YR ROADVAY WITHOUT A►M_x' ,TE T LFFIC CONIROL.W PLACE. F CONSIRUC1NpRI IRCKEWRAHM SICNSIOBIRISIAIAEOMm FACING lO 1RAPM02MC11ON At ORA41YAY FERMVTCOSTATWARDS I DRIVEWAY VAALL BE W PLACE UNTO"AV 11.E021.THE PROPOSED CONSTRUCTION DATAWAV 440 RCP CULVERT IS 10.E REVOKO AFTER THE SMCMOTD PATE AND THE ME AREA d TO GTERE8TOPAO TO Ple"71`Ho CO"OIgN1 OL 01MM S DRIVEWAY APPROACH DETALSNTLL VARY OEFENO«O ON LOCATION COBDR(AtV"DITARSLLEBEDBTERMI.'c ATTI!EOFWITALLAI':N LEGEND — — PROPOSED DRIVEWAY e CENTERLINE PROPOSED PIPELINE GRAPHIC SCALE IN FEET —A--IP---••— EXISTING PIPELINE —A FENCE — — — RIGHT-OF-WAY • EDGE OF ROAD • �fl�C — — CENTERLINE ROAD wink • — OVERHEAD POWER LINE n; �S —s — SANITARY SEWER .. .. � ELECTRIC CABLE VEGETATION LINE � ...:A�4 �• 6 REVISED PER COMMENTS JMH 09/1522 JWR AVR W21N B CONNECTION 5 AWED PE STAMP KMS =1522 JWR MR UAYWAY DRRIVEIVE DRIVEWAY EAST 4 ISSUED FOR PERMIT CM 07/10/20 RW JR TX-HA-057.09.40 3 ISSUED FOR REVIEW CM 05�CS1120 JR JR E 2 RE-ROUTE LT 0421L20 JR JR CITY OF BAYTOWN V1 ADDED NOTES 3 DATA LT 01/31120 JR JR HARRIS COUNTY,TEXAS C 0 ISSUED FOR ACQUISITION LT O6/50119 MM JW Z" LT—*- JR W N .lttJ010oV .Y OA1T CH"o A"` Ir.. 1•ASp YPAe EY .. CIVO 63814 °`R 0118M 1-- 6 — 11 OF 1 HARR/S COUNTY, TEXAS WILLIAM SCOTT SURVEY,A-66 _ •--- /IT CONSTRUCTION i T ,ENTRANCE SIGN (I 1 Y,•_E i 001 e19 FACING TRAFFIC+ T / I LAT N 029 44 V Y2• I V �. LONG,W M-91,SS.6{ J I SEE TEMPORARY DRIVEWAY I I DRAWING•TX-HA-057 09.4009.40 ((t9 M I I CIL 16-WATER LINE(1S-COV) M 4.900.W5 S6• "'•"' f I " lAT-NOq•AE70.01' I i CONSTRUCTION Lark:wMsalv.�s 1 J ; j Y ENTRANCE SIGN �I-/NgN� g1 I ai j FACING TRAFFIC CIL EXISTING DRIVEWAY x O $ II I BAYWAY DRIVE DRIVEWAY WE$i lA V ar P Q a PROPOSED• *~ O I w I 'j 36"PIPELINE IN I w u N , j tl l I I PLAN ( REFERENCE TASLE} .I SCALE,-DSO � {( DRAWING NO / O O K rifltA7-IUgl-1q7 J 1 z o w w Ui w w �IMMUIJ COVER PER CULVERT MANUFACTURE EXISTINGROAD PAVEMENT NATURAL ^ »��f.••- GRADE :�,,+.r 1••�r - ^' .r"� .NC•. CONTRACTOR TO PROVIDE OEOTEXTILE FABRIC AND INSTALL CULVERT IF AND GEOTEXTRE CATO REOVIRED.30•RCP AS REOUWED PROFILE SCALE:N T S I A CESS PADS.AS EWSIM1A EO ABOVE ARE TO BE MTµ[t0 AONCENT TO EAWTHO PAVED ROAD AT LOCATIONS bEN11140 p1 Irk CON STRUCI10NDRA:NwGS. I AD"SILL BE RACED ON AOEOTEXTALE FAggC TO FACILITATE ROCK REUWAL,CRVSMEO ROCK M YSOPII TO KUSE046 A TOAS-L.0iR ro PNEVENf TRACRIrO OF L1YDw1O1INEPVjUGIDT NAY I SHOULD THE ROCK PAD MCOVI NCIJFF TMg FOR RfpUONIO INL 6UADU►OP LSD ANDOWI AND LCUJING TRACKUNO oMO TIQ PAv ED ROAD IIIS CONTRACTOR SNALL NP ACTI IKE LMSTXr6 ROCK FRL SURFACE OR AODAROCIL FOA tAYER TO THE ACCESS PAP 4 CONTRACTOR SNAtLKEEP PAV'EDADADRF SVACCS CLEAROF VLDANOOEORIE AA*PROYIDE DAILY STREET S\•r[EPIAD S. MOOR TO KRVANEM SEEOINO CONTRACTOR SNALt REMOVE ALL WORT(C)ROCK FILL NATLRL DEOT"TAE FABPC AND CULVERT HF wSTALLEDI AMDRESTORE THE GROWO f0 MTVRAL CON10l1A3 { 1N E CpRRACTOR YEILL BE RESPONSM[TO REPAIR OR REPLACE ANY DAWOES TO COO ASSETS OR UTIL•T45 CONFLICT ANY SWWMA W CONCRETE PAVEM[AT OrS1LAKO OURMG CpRDOKTN)N to TKt CGNTRACTORS RESPONSIBAIIY 10 RESTORE MOOR REPLACE TO ORIGINAL CA SEI RACONDITION AND K WITCKEDri11N E L11MNO GRADE r`` I VMENIVER IN THE CITY of OA"W.NS ROW THE CON IRAGTOR■HALL TAKE PIORR UEASURIS TO SECURE ANY OPEN 7RENCMES LORE MIS �Of AND EXCAVATION TO ENSURE PUIK4 S FIV OURGO h'ON'ATYMwO HOURS.µL TRENCH SNµ.0[WKFALED{I.0 TRENCH LEFT OM!r `` f DYERW,.I. 4 I CONTRAPUTSCTOR SHALL DAINIAN AOEOUATE DRAINAGE AT µIL 1RES AND r0 ENSURE µL ORAONGE MICH[S At—OKIN uro CLFAR AT A. 11 S 1 11 E1 0ESSEXCAVATION100EA[W tOFRp41NEROADIbrjHI4)F-LVAYAT THE ENDOIT EACNOAY IS VITdiCOLIESI.IEESSMYfOIE EOUIUSIA TO OgMl[ONAIORigN OftM PA"EUINf PRECAUTIONS MAT BE TAKEN ICI PREVENT ORO$.-AN, DADAGIYMATUX-NE TOTHEPAVEUENT •• 11 PUKIC V"'MiS NOT PART a NT PurY vnmcs aNL eLARK EnLANe rlRrtrts BUT THE CONTRACTOR IB RESPONSIBLE FOR LOCAT NO ANO 3OHN SPENCER IACCALUE ALLOVEROYFIG ALL UTILITIES ANOBE RESPONS: MAU.OLL TO ALPARR OR PL MY DAMAGES TO COO ASSETS ON UT ON TIES CCNlUCI CNM1ACIOR 3110Ut0 COMAGI►1IBLRG YrOW AI IIIANOS100 AI HpAl6OETOgC ANY MNS1A11CINx1.00RwO OR 1/EMTYCOR.ECl10N •.......................... 11 CON' RACTORSNAT.CONTACT ENOU$UNG DEPARTMENT AT I{1JINSIS FOR CheadfRwp VISPECTIONA UEULRXA OFµ 110'JM1S PAOR fO All, CONSTRECTIONNM/BLS ANM'RrW OF—Y DAY AP*W-SIOEYFALK WENT*.AND U/A1rYCONNECTATNI—TER SANTARI{ELVtR ANO �A��•, 143425 L� E L°""DRA NAcq 1 �,rE;•l/CE..... I ALL uPORARr rRNs;coN DEYcts EKNA,cOr✓pRV TO THE TEPAS UN.W!ON LhVpgA1 IRNIIc coNlRp DrvNctS ITwFrtON Ars%A.....•Ea CURRENTSI1.1 I ON NAIL i "REL THDFROMC CO MIST,ITT CIS AREWORDI PRO REV ENO All ACTIVEUSI NFORTCIDfrSTR"C ION ROAD Il ALIL IrOrRSSEAIUI TRNAC COV1apIL CETrK[S SK4A S8 REAIWED FROM ROADYIfNLIfT wOROER TCONTROLZCONFUSLL FOR THE AUSER S ALL EAAYALL L.VEYNLNIS FOR THE ERNSIGCONIROLEOV 3SKAlE BE µIL INSIFUFAESS AGREED AIPOIOYME OL[NERM r,4 OR,VfwAY ALLAORESUITY FIS OFF SITE OIINWAY CLURWOfFF OE UKLi10E0 PAIN INS IRNIIGCV AMRAN TRAFFIC 9/16/22 I NO VFOFUA YATNN EC CITY OF OAYIOATI ROT/ANY OCCUR YfiEllONr THE fYIL I WLLV[NIAIId•p RHO APPRWED TRAFFIC CCNfNOI PLNr. wItVIORK TO PROTECT THATCITY 00 D S V, wORK KIIN G THE CITY C BAYTD\NT ROW YTO REQUIRES TRH.0 Eitt EXCAVATION OR OIOONO ANY BE t[tE CIION ECIlU:\K!H YIORKERSNRE NOI PRESENT CO WORK MATERIALS AL pA R WORKERS ff,'Y TAX EPLAC AON A CITY OFEBAVQA f ROAt JAY% ITOW { TR SfIC CO Of EOVPMEIIT ViORR UATER1µS OR wORKMS MAY IAYE PEACE ON A L11Y p BNYIOAN ROADI/AY AYIIIQOT APMOIRNf[ TANIR CONTROLFRACK e T CONSlRUG110NT1MPLACTMMSIDNS I'MTTA PROPOSEDCNIOTOTNAfMON[CROHAI ORNSTYAYP[N.5 To REOWDS DRNLYNY DALE EE w RACE UNIX AAY IBISES.INL xTO PREEI SI"COCIION ORN4 BET MID RCP CtRVE1N q i0 Be0<RELIOYED N1ER Mf {KC:FKO DATE MID TINE AIL AREA 6TOBERESTORED toc4t aOIwOOONDRKA9 TABEtT[R 9 MMwAr APPROlCNOl/AILSYrRL VARY DEPEIDwOONLOCATO•I COO pYVtwAYOEiAS9Y.l Bl OITERM NtO AI IIYfq WSTAIUTKXI LEGEND - - - PROPOSED DRIVEWAY • CENTERLINE PROPOSED PIPELINE EXISTING PIPELINE X FENCE EEE�aeE ---— — RGHT-OF-WAY CeOw[n1AIaG EDGE OF ROAD0 —•----- CENTERLINEROAD wink • OVERHEAD POWER LINE p 25 50 lowebd ' —s — SANITARY SEWER11 ELECTRIC CABLE„ ^�^^ " VEGETATION LINE C SCALE IN 6 REVISED PER COMMENTS J W1522 MR JWR W2W BAYTOWN CONNECTION MH 5 ADDED PE STAMP Kw WI5122 MR JWR BAYWAY DRIVE DRIVEWAY WEST CL G 4 ISSUED FOR PERMIT CM 07110/20 RW JR TX-HA--057.09.4 1 3 ISSUED FOR REVIEW CM 051DII20 JR JR 2 RE-ROUTE LT 04121/20 JR JR CITY OF BAYTOWN U1 ADDED NOTES&DATA LT 01I31I20 JR JR HARRIS COUNTY,TEXAS C 0 ISSUED FOR ACQUISITION JCL 0&=19 MM JW G'A•'•E• LT b1OE' IR h OElE1NMSrON OY DATt CPKO AMR vAu lye APPwEr 836t4 DA° NTb16 °""!^ 6 '"' 1 OF 1 /ICINITY MAP N.T.S. EXHIBIT "A" HARRIS COUNTY TEXAS 1 TEMPORARY WILLIAM SCOTT SURVEY,ABSTRACT No. 66 N Tj' A LYORIWACE EASEMENT TEMPORARY WORKSPACE=1.467 AC. II BAYWAY DRIVE ADDITIONAL TEMPORARY WORKSPACE=0.076 AC. N PIPELINE PERMIT N GRAPHIC SCALE INFEST ` N / T)ttl FOUND I'-RON PIPE FOUND N rl!Its\\ CL OF BAYWAY DRIVE 11� \ TEMPORARY 36"PIPELINE /% WORKSPACE CULVERT 1 3Y •/ P.O.B. k \ \ / / �C TEMPORARY \ / WORKSPACE � P.O.T. 1 \ `� \ \N \�• BAYWAY DRIVE NPEL.NE PERMIT \ \yR A T.W.S. TX-HA-057.09 90 �� M C TY OF BAYTOWN RIGHT OF-WAY \� .+ DETAIL"A" BAYWAY DRIVE \ ' '�d N07 TO SCALE 1 Tx-HA-os7.o9.ao t4, EXXON CORPORATION BK 1021 PG M \\} 0PR.KCT L CL OF BAYWDRIVE �. DRIVE a9 LINE TABLE 1 //,(' t AWIHOIE WILLIAM SCOTT , NVLIBER BEARING LENGTH CVLVER' \ / $ `S SURVEY.A-66 0 1 575-0424-W 100.Om SEE DETAIL'A" P.O.B. &DETAIL'B" N: 9,909,994.19 • LT E:3,980,33444 1 P,O.T. t AT W S N: 9,909,98&43 1\ E: 3,980.Y37.81 33'X109 3 25-35TT0'E_3.2 319. ' BAYWAY DRIVE , DETAIL"B" PIPELINE PERMIT i POR 1�SECORNEROPCALLEO $333SACRETRACT NOT TO SCALE NDTE 1 THIS ORAVAKG IS NOT TO BE CONSTRUED AS A BOUNDARY SVRVEY LOCAT ON OF BOUNDARY LINES SHOWN IS MADE LEGEND USING DOCUMENTATION AND FIELD EVIDENCE RUDE AVAILABLE TO THE SURVEYOR AT THE TIME THE SURVEY WAS TEMPORARY WORKSPACE IT W S I I \ MADE ON THE GROUND ADDITIONAL TEMPORARY WORKSPACE(A i W 9 I 8ASIS OF BEARING NAD83 NA033 TEXAS STATE PLANE CENTRAL ZONE US SURVEY FOOT BASELINE FOR 36'PIPELINE •��OF p I o �E PROPERTY LNE y(P,• ••••••�9_ /1 8/I�/Z�//AO.TOINlNG PROPERTY LINE •.V' �f, CENTERLINE OF ROAD ♦ 1 WILLIAM PILL W/J GASH •' ROAD RIGHT-GF WAY /r1 •»_ -P POWERLXNE ' REGISTERED PROFESSIONAL LAND SURVEYOR e - ELECTRLINIE WILLIAM J CASH TEXAS REGISTRATION NO 3. -! SEWER LINE ..•..........•....«....... EXISTING PIPELINE ,e 38M 'Q' O POINT OF INTERSECTION •,e O • fOVN0AK3NUMENT.ABOESCR�ED� •C,ytiO,',:,uaJ<' fl myy�B� wink P O.0 POINT OF COMMENCEMENT S, P08 POINT OF BEOMNND POT POINT OF TEPAIINATION POR POINT OF REFERENCE O P R H C T OFFICIAL PUBLIC RECORDS,HAMS COUNTY TEXAS y WINK TO WEBSTER PIPELINE LC CITY OF BAYTOWN C 3 REVISED PER COMMENTS MM 08M19 WJC WJC TX-HA-057.09.90 G 2 REVISED ADD UTILITIES MM 07/17119 W,IC WJC V1 REVISED WORKSPACE LT 07111M9 wJc WJc HARRIS COUNTY,TEXAS C 0 ISSUED FOR ACQUISITION MM 07/03119 WN WJC °"A'°4' Nu Nxoa Wu w. Dl3GR9T10n ,er oArc C.Av .APR Nwe 1•,400 .rrnn e..v r.a 61767 °'rt OlObrc TYIC Anwa 3 ter' 1 DF 1 �j�jpo�' Zfl1 to to rn �� La aoo e p - � Im m m5 H Z = O r0 m Ln M N D o r70n CY � m a D O C p i L �z-{ _ mA j9 '3 qN p �m8 lips W� m y I DO ,m P, x� ro � D D Z QyZ ��7p yybo w Z= 70 41m N ; y Z € 09 1mn o O S (1f (/4J O N W CD Co vy 4' Dm N DS � lIIp �y��St+ ON ZSg m C /yA N 1 m0 M `1 0 poz. m 7Q 0 Q y= n O Z a 2 f3 is m H 4 O NNW D0�c zpwtz x w o �� >� g> z o U' 5�z OO zo� 0; G) OZ .�iODm vcm -gym � Z ND �om � N Q Z 0� p Z Q O p M m n m CD zDT m n La � 0 �ouxm m O 0 (�Dx 0 � zoz m �?r m 3 mi v X m - S y 0. 0 3 m 71 � C6 !ilk a Zog4$ Dzo 6 / cc P OD m 0) Z= x 4_s (o C d g 4 j p" g A E 3 g yxcz ` fiQ 6—av a� m _pp a _p 09 !11 Q F t8 tn+ /d � N m a C p' 2 WV Q E y� 'd}T•.'� A m f3 0 N z • �ii. � H Rog b{3 � y/"p { 4� N.r N m� p ` ra �h. m O Fi 1 NI'"�� `r+ E nxcz— o s D 9i 11 toC) t .� �'�' rK.• 'y 11 O M mma �, cT ciDx Wsa�` (fig N N R�. QO Z a3 < y r i O f g o T r X Z: I VA i0 j4yyi s . w ,-ram w aZ SA„ c r � , Fib oib 333 �• i+'�� ZtwiyDj91 � � c ,,; � DDZ S yjy # :c CD 0 vm Wit It13 o Ln o Rim ,,�1 N 5 ! cc A T y N nn DCEO �iuou m N } r•R �f� � �•{y� L1: N O D r" _;'s� i� L��'kpI ! � py�6]- }1`lYyr- A m cl `'� '. !'T'.;�,5"• F�1M►\7 Aga mIN '�.�N�'� �r}7` •'.fir r« '�°, jj R� Wit. � 'Of:� m00 Z � 1N � p a " m E n r'X Z I:s ` 1 II r f "sr e•. PHASE 2 SITE MAP �r PROPOSED WINK TO WEBSTER 36" PIPELINE PHASE 2 t � ------------ r y • i ESfwp�Gr�� f µ►.. y r PROPOSED WINK TO WEBSTER ; 36" PIPELINE PHASE 2 l~ - - �� too lGf 2)24/2023.2 45 07 PM Water Bodies Baytown C ty Limit Major Roads 136.112 Water Streams Baytown CITY SPUR 3W 0 015 e r a ETJ LIMITED ANNEXATfON SH 146 0 0$ i 2 km PROPOSED PIPELINE StripAnnex 110 Set•e0 We rw Ir. e[ liolnb Scure u S Ceraus Uurtej pP P MPP f MN Y I r a141111 —Z�-- 19 Riil 19111 MINNI IAlI i la -JJe Jim A! s s s H. illa All I AllRi 11 OR144 ! I All -1 its ix A a e x gall "0$ I8_ ! m IX $ xa.ao o i a r V exwso Pnvu77,x a t4 MOPCL a •[oaaRao r \` AAR usNm AR eY A j{ e 4 � a ur ear Pnt ` Mum Av r 00) W xM 'QQ qw sas. , r N xeP.Oo 5 .. K., O i 8 � \ a 'SL yq s . . La.,,S saes. 11 P, R P 0 0l174pp lW/N/AEPfllry ll4 yi _� R.w Y 1111.71 raP aP.w URIIX�PI AAk g � a ne 1'ON[_ a ' � r A Hof y=� 1,1 i \q�d $D o xa.ao �C ra r4. o � HARRIS COUNTY, TEXAS >' BENJAMIN BARROW SURVEY,A-123 N:9.928.869.58 CF p(� 9IS E:4.001,156.67 O \ . \ LAT:N 029'4T27 I \ 'N\OT $P LONG:W 094'57 29.77" Np0 o t DRIVEWAY ARCHER ROAD NORTH �Pp'-10 r (� (GRAVEL) 25'R N 9,928,824.47 (TYP') -PROPOSED E 4,001,169.40 \.� 36"PIPELINE LAT.N 029'4T28.73" LONG W\094'5729\5' �7 0 F.l N:9,928,835.18 4 \ �P 1p \ E:1.001.166.38 Oq +\ LAT:N 029.47"26.83' LONG.W 094.57.29.68' dps J PLAN SCALE.1•-A Y x ;�{w � O g0 2LL W Q 0 LL W W 0 � tu g w fx EMSTaVG ROM PAVEMENT I NATURAL GRADE GEOTEXTILE FABRIC J� AND GEOTEXTILE GRID AS REQUIRED h\ CONTRACTOR TO PROVInE AND INSTAL L CULVERT IF pSE OF j f� REQUIRED APPROXIMATELY 46 FEET OF 18'•24'RCP PROFILE ............ ...... .... A CRT JOHN SPENCER•YCCALUE ,' ' 143425 Qom m NOTES 1/10/23 1 ACCESS PADS,AS ILLUSTRATED ABOVE ARE TO BE INSTALLED AO!ACENT TO EXISTING PAVED ROAD AT LOCATIONS IDENTIFIED ON THE CONSTRUCTION DRAWINGS 2 ROCK SHALL BE PLACED ON A GEOTEXTILE FABRIC TO FACILITATE ROCK REMOVAL. 3 SHOULD THE ROCK PAD BECOME INEFFECTIVE FOR REDUCING THE BUILDUP OF MUD AND DIRT AND MINIMIZING TRACKING ONTO THE PAVED ROAD THE CONTRACTOR SHALL REPLACE THE EXISTING ROCK FILL SURFACE OR ADD A ROCK FILL LAYER TO THE ACCESS PAD 4 CONTRACTOR SHALL KEEP PAVED ROAD SURFACES CLEAR OF MUD AND DEBRIS. 5 PRIOR TO PERMANENT SEEDING. CONTRACTOR SHALL REMOVE ALL IMPORTED ROCK FILL MATERIAL GEOTEXTILE FABRIC AND CULVERT(IF INSTALLED)AND RESTORE THE GROUND TO NATURAL CONTOURS. LEGEND 0�-- Is u CENTERLINE PROPOSED DRIVEWAY GRAPM sc i�E N FEET CENTERLINE PROPOSED PIPELINE —��—i�—•�— EXISTING PIPELINE --- ■ FENCE RIGHT-OF-WAY wink CENTERLINE ROAD lu. TOP OF BANK ��,b� Nw �� CENTERLINE DITCH 1>yr,aiso� DRIVEWAY E. ARCHER ROAD DRIVEWAY NORTH E TX-HA-027.00.40 2 REVISED PER COMMENTS rRAW 01/11/23 JR JR O UP 1 REVISED IFP- DATED SHEET ps 04/14120 RW RW HARRIS COUNTY,TEXAS V 0 ISSUED FOR ACQUISITION 03mab RW RW '"`"a uu c as, aTy c DRAwD1G No aoa A, otuwnol w wn uao Ana. wai T•yD w.or VI r"a,ciw 6n15 °"t OyC'Jeo Re '�`b10n 2 "v11 OF 20 _HARRIS COUNTY, TEXAS ��A1E Of Tf9s HENRY F. GILLETT,A-297 1 1u J W ................. ya gz z Ar _ y1.......................... 143425 '�f Boa . o o g w l ENS,..• _j x oQo ��ss�ONAI ECG U;V uJ o z yc rn ��\��t►� ,�i� rc 6;�'Wit. u w rc 8/16/22Y f SI cows ffi 2 2 co W 10 SEE TEMPORARY DRIVEWAY DRAWING: 1 � SEE TEMPORARY TX-HA-036 00.41 1AjD�DROr � DRIVEWAY DRAW NG. EXIST.10'EXXON MOBILE TX-HA-036.00 40 STEEL GAS PIPELINE(4'COV.) N 9.824ATO 05 EXIST.8'SUNOCO STEEL f 2 1 E>.9o9•585.13 LATGAS PIPELINE(4'COV) � r toNG w o9 s4r5o.9o' N 9.924.440 80 ��w"-�+• E].9BB.ae3.14 r»,,,�? w"" .�. / EXIST.10"EXXON MOBILE us N o29v4'u IS' STEEL GAS PIPELINE LONG W 094'ST51 11' �tiw�ti i N70'23.41"E-108' N' Y=................ ty.•r . •✓•tom—w « ..ry�� ti-{w-�tr�.r-tea of � Qf O +ll C-h�� rc 1 N 9.92445950 EXIST 8'EXXON MOBILE PROPOSED QQ o 4-- I E 7.999519.01 STEEL GAS PMELINE(4'COV) 36 PIPELINE U� / U31.N029'46'4832- �v= L / VMG W o94'5r5o 58 EXIST 3'EXXON MOBILE i STEEL GAS PIPELINE PLAN EXIST 6•MON MOBILE SCALE V-W STEEL GAS PIPELINE EXIST 30'KINDER MORGAN 50 50 STEEL GAS PIPELINE �i 40 i 1 40 EX STING GROUND PIPELINE MARKER 30 t) 30 (TYP) 4'SEWER LINE (1 6'COVER) 20 30 TOP OF PROPOSED EXIST 8'SUNOCO STEEL 36"CRUDE OIL PIPELINE GAS P:PELINE(4'COV.) (CONVENTIONAL BORE OR 10 tz 10 HOD METHOD) Q'WATER LINE (4 5'COVER) / 0 0 / 87+55 88+00 89+00 89.25 .«'o:"-•'ctrr::a,°`..> PROFILE - ...,•>e'.,,/-•,`.-...� ✓.ra✓u•n.amt•w,r+✓•«tr,cn Is4now,oaA•. oetr+.ntt+ru•o.rcw•...rwuteDl..t.w..w.•n,•w+.ro•I.,t.,.•.uwwctae,n SCALE. REFERENCE 1 r'�w�turwt.ro rA•.0 rr, 11GRiZ 1',50' DRAWWG NO.TABLE igas o{•..... VERT t,W rwpDD..,v«umv z+.t.,>.a aD.t 25 3 11-0 7-ALMI-WO O,.DObrypD fw+•ooc.arcua w.rcaxocuaat.• i 3S3t1• 7 yy��f� 90 2si0s �Aa wwwc v<nocwo er•.w>••t...n.n..w>an.raa�n Imr (yn.ttrn rre HIIDtr.M,DnN,Lv rr4ul,I.roa nNtrl wn.Y{D av>wv,.VDw1•W I e!V•D.>a«t N � s KrrLttrty wu.t•rswewt ro u..�w ncw.st w..owiat,o rw.uns w urur n LEGEND xw.nr.r nr c«p l..to.A4 ww w co•rA.cra Wn rwr.txA Dr.wwt ro trµgi w.t • aa.rwr..<alottr.naw>{wu..rMroo.twauswlM1{vlwoAo...avrs.walti CENTERLINE PROPOSED PtPEUtiE wucrai.«,..w�::'�.>Dl�o:+.�v"w:...ir::':t rwi...a to tvw..t rw.nwl Da.ec •--r�� EXISTING P PELINE ..u'uct°aKi::ca:1'o.:oa+i+to'm.wD✓M+D.°.Dlno.....r,•s(wo•.... RIGHT-OF-WAY i <rtl{mutl.tt{w•tra,.^t.w.•r Toautrtw•rtrutwa ner•w.arr...etu.rewluulT EDGE OF ROAD R 4r�wp.{H Wr rMt M�iaL«..IC w1M1 nwl•°uV a 1s.1 w uM it W r r-p aD..t4t•M A - • aeoowvatowww.>.a.o.n.rr«o..ttna.t».wtawva>a{to,:..,oaaeuea — ENTERLINE�w o.+•a4,o ca own<.✓a:vt co.ncr ocw,.a.oc.✓caaD cou.cr n«c wc.tit w, — AD tr — OVERHEAD POWER LINE • umw.aLntnoM✓.+mumuenw www.Mut JM1 eve<ehon n 'euo•.';..etal.w to+.e,{•a.ua.o cv+,rw.t.r m•Iw✓,•a nu<,•w.al+eao.. � —ss SANITARY SEWER LINE Nv(V n,glf raor tD p1 tovtrtactw«wAYa:rh•N w..o.Atv,r a,wc- --w—w— WATER LINE tpwyw DMv4.AwtSJ•v<tM[Ctt•q•rtl Yv,•ar flw{w..>,rptu[,l•ucl. r'ft.•.••• <e6f,0.pvt4t t•va{ODVOw•.rots,Wt N�10`v.r0'e AYI,t tIM{rIVrE9Il�A WvttOt D[v QtIDwfCD{tt,Kv,etrtOv r.Jt l V'a{»M rtNriC lDvn0.n.t{tW rMrtCIw•v•Crvl({rw2DOr V,ut vDw WrT•L VIW ItItI41.101�} ( 1 wnccDr•:tola.ut,wuu,t✓o.mr.ww.owat+r axw,or.ncnto+wttrta F �r+DV�ttw wink-- .-..{n,�...:n,w.c co.•ww tc.r t»,•r.+...on..r..,..l v,.» > mauovo.a•i�wvaa r.4cr.rwn L•.A,a4va.-alt�o.e mr a{.r.+.rgoawt•.I:t »..aDt{D . tt--cCh'+0.Mv1tr✓,VN "webster r '"`.w iwrcto°ra.°v,�:rwacn r`OiVow onc°n:r wc°iOa•m.ut c+t{w.r•rw v tw 10-'-�25—�W t "I,iOi.awium•w•i,:�ia.ut»irvft�tp.�.�t m:a«mac.,n✓°:tie:li+ia ® ` 1 K({ny{w..swP•Wa•wwneraY. GRAPHIC SCALE NFEET l to lrw0✓]p l°u Mvr.wOwl Wrtvl M V.b•t,S wr na Met or w<,M1 p M.lvnv n•„tr:conga«run '1N W2W BEAUMONT TAP CONNECTION {Qf3, N. MAIN STREET 3 ADDEO PE STAMP KM8 081160 JWR JWR TX—HA-036.00.10 2 ISSUED FOR ACQUISITION LT 05107120 JR JR CITY OF BAYTOWN V1 ADDED DATA 8 NOTES LT OIYJW20 JR JR HARRIS COUNTY,TEXAS C 0 ISSUED FOR ACQUISITION MM 09103119 JW °'" " 1404 c..O" t/H acv orsclllnow -.8r DAt! ewo w * ac-4{ tyA Vra94. r"u7CT1D 63815 °"' w2a19 1NfO" 3 t-"> 1 OF 2 _ •3r ' L.. , w°,�• Rono caossl,,c a" .uJ, - •}Tt-', fit-" "'�" e ` .,r�` err, . ,•�. _ APPROMWIELY f/-Tj12'MILES NoRT?Qi'.W.CFL)AR'8AY0U :.� �• C •ti'LYNCHAURGROhD , �, a•• _ �� t- a \ SEE SHErI't FOR P.t:.IN STREET CROSSiNG 9.921,859 SO t.,��' d::3,999,57GOt PROPOSCD to:in4`!.�I:R079V6'ag'32' Pli'[=UNE � J � "i .+.• LONG:5V 0U4'57'5C 56' 'i Arc— VOV1.` I !� _ •r'4'" "gip�S�,�u" �: t`._ v , 3, 1 t 1 1 1 ■ �� BEAUMONT TAP CONNECTION ■ �� N. MAIN STREET CITY OF BAYTOWN ■ �� • p /./ . . m' .ppHARRIS COUNTY, HARRIS COUNTY, TEXAS HENRY F.GILLETT,A-297 W g 28.7'ELEVATION ! O REFERENCE TABLE 4!pty DRAVANG NO. I/Q ��/ OW ?c 2531107•AL1014M O W W 25311.B072S.t05 � O O ! AO �O �/ CONSTRUCTION ENTRANCE N:9.92490L.48 w SIGN FACING TRAFFIC CL TEMPORARY LAT N 02'r4[46 TV CL TEMPORARY DRIVEWAY !• LonG:wowsrsosr DRIVEWAY SEE TX•RA•036 00.41 r $ N.MAIN STREET ! DRIVEWAY EAST N 9924. N A92490638 905.44 1 !/ E 3999.537.45 t� PROPOSED / LAT.N OW4640.16• E.191 LAT:N 029'AE•45 7W LONG: 38"PIPELINE W 091.s710.30- 1 tone•w09L•BTb0.00• C H / A, / 27.1•ELEVATION 0 o /'CONSTRUCTION ENTRANCE SIGN FACING TRAFFIC 1-O" PLAN O1 a SCALE 1•30• O 1L O a p LL WLL! w GEOTEXTILE FABRIC 3 p ExIST WG ROAD AND GEOTEXTILE GRID, PAVEMENT w 3 AS REQUIRED 3 NATUML d I:{y•�f';.' 'm: GRADE 7. FMCLLVr' COVERPER MNFAC?a S/ - •� FIL CONTRACTOR TO PROVIDE AND INSTALL q SCALE:III S CULVERT IF REQUIRED,18•-24•RCP. ACE P AS S RATE'S ABOVE ARE TO 0 6 PATALLED ASAACINT TD TImmE PAYED ROAD AT LOCATIONS DEMPRD ON ME CONS RNCTg11ORAI'"S 2 ROCK SHALL RE PLACED ON A GEOILL'ILE FAUX OFACLIIAIE AOCKINEMOVALCRUSNIOROCAsNE t'Toms ion usEDASATOPPNYfR �1 1 TSHO DMER ADP DUMB Nfi FIXITTIVE FORR `ENCIM THE OF MOD AM MY AM L-MM O TRACNiO ONTO THE PAVED ROAD. �E OF,7 TT.E CONTRACTOR SHALL REPLACE IKE EXISTING ROCAFLL SURFACE CA ADOAROOLfLLLAYER to 1ME ACCESS PAT ' CONTRACTOR SMALL KEEP PAVED ROAD A MACES CLEAR Or MIIO AM 090M AND PROW[DALY SIREET MMPNO, , PEOR TO PERVANENT MONO CONTRACTOR 6NALL REUOVE ALL WPORIED ROCK FILL MAT[RAL GEOTEXTILE$ASI AND CIA E0.1 R NSTA 10)µEMSTORRTM[GNOWETOMnWJLCONlWRS. I IMF CONTRACTOR YELL O[RESPOM MI TO REPAR OR REPLACE ANY 13AAMG[S TO COS ASSETS OR VTUMS CONTI AM SIDEWALK OR . COCRETE PAVEMENT COTURS[O"Na CONSTRUCTION IS THE CORRACtORS MSPOIESlL7TY TO RESTORE MOOR REPLACE TO ORWA AL OR NIT[RCON TTgMAIOSEVATCMOV"MWSmgOKADG j JOHN SPENCER•MCCAWE I YAemm N ME CITY OF 4=3 III ME CONTRACTOR[IAA TAX[PROPER IIEADAREB TO SEC VR[ANY OPEN TR[NGIq BORE WS ,...*•..•— •................ •.•....•.•.I NO EiCAVA1gN TO ENfUIE[F MIC SAFETY OURIM IgµWORAEq MOVRL ALL TRACK SMALL EE SACKFL-TO RHO TRNDM lNT OPEN E CONTRACTOR SMALL MAINTAIN ADEQUATE OIWNIOE At ALL ANTES µO TO ENSURE ALL DRAINAGE 011CMS REVAPI OPEN AND asm AT µtALL EXCESS EXCAVATICAl TO BE REMOMED A' 143425 •�'� MIS TO D �OECOMESMAO �SAR P°RIOLVWMTTOOPERATEONAP THE ROAD CP'ORTTONIOF THE PATT-OI AT ME E'ILOVfNT OF�PRLCACH Yi—TA MUST 04TAAWTOPREVEM FROM ANY M PVMIC WORKS IS NOT PART OF SIL RUBRIC WORKS{VLL MARK EILSTIM VIRIIIS SUI THE COMPACTOR L9 W SPOIOEIIE FOR LOG'M µ0 .1 2/n�,+]�1♦\\�7�� IIID VERffTEND ALL%muli[S µe cc RESPORRBLE TO REPAIR OR REPLACE AM OµAOE1 TO COS ASSETS OR VTLLTIESCONFLICT CONTRACTOR 1 L L METRACTO SHALL CNACTIC IMMERSISAT W70°4 HOURS ENTAT2BEFORE NMCFORl CONSTRUCTION.SONH0 Olt TION A VMUUO A# O. 17 COMMCTOR1MN UILI RIGHT4;4VAY R MYAYA DEPARTMENT ATK MW31if°IIINDNFFRVg TUNC INSPECTION dUM O1R SANIRXI'VI I NO �,•®� CONSfIIUCIgNNPYSUC RgMIOE NlAY ORIVPVAY APPROACH SEEN'AML DEIFMgN AID VILJTV COISgCDDN R'+ATFR SAMARY FEWER NO STOW I1R.V W+L GRAPHIC SCALE IN FEET T TEMPORARY TRAFFIC TgTl6 L ET MMRMAFFIC CONTROL COMR0.0MCES PROTECTING CT N AN AC IVE CONSTRUCTION CTIO SITE A L N ONES EN C L TRAFFIC CONS TNOItO)CAMALL Of RIWL 7 cMEWowu fear TECCp+iROL DEVICES MIFIfOI[CTW AN ACTIVE CONSTRVCIDN SITE ALL NONESSENTIAL rRAFFKCOfTROLOMCF15NµLSf REMOVED FROM ROAD VI1RIlm N ORDER 10 ME`RM C EXIST0 3OR MY ROA VNIMI CLumn OSURE SURE $OPNEV+AYB WED%N TM M.TRAF CONTROLCONTROL LPL SMAII REUAN OIFN AT ALl ITVF4 VILES$AGREED W011 BY THE OAIf0.Of IMF DRIVEWAY.ALL AOREEIRNib FOR Ofi.SAE DRIVEWAY CLAIM swu BE TMCVCw SA nM1Hf TRAWAY CCNIROLPWISI.WmAL A MAIMNIN THE Cm OP DAYTOV4Y101.174 ROM WAY AGAR STRIITHEFA1 EXCAVATION ODrCN OF THE APPROVEDBE LEFT AVnC WWTEOl1RMPNWORKIEEDRE►MY THAT CONTACT AIRIL L E INVE FOR A ME Cm OF BAMOS O RM/THAT REOUAES iRErICEW1,.[KGvw1gN OR O106NG MAY BE LEFT WIROTECfEO NMETI WORKER[ARE Tqt PR[6[IIT.CONTACT Cm w LAYTOAN iRAFFTC ENGP/E!R FOR ACCFPTASLE V EIMOOS OF WOMPAORCION 4 WEST•!iH).7!'if TRUER eMAAH ESKIN IONITT;•"TRNMAMD FACING TAPE PLATOTFWIA Cm OF SA YE_1•TIP,R'.'.'•'A•'V,TMArT ANDARDY••TI.•FFTC fG'M!•ILN•YCs .rv-•�w+.-r.r•.�� I CONSIRVCVq 9 IN PLACE 0471 S9-IS70 BE PROPOSED C MTAMC O DRIVEfIC OAY AND Al Ol"CUTIVE T S I REMOVE AFT \ P ORA'LWAY YALL M N FLAG[UMTL r.IT ll.T PROPOSED CONSTRUGTgN DRIVEWAY AND RCP CULVERT IS TO BedE REMOVED AFTER IT.E SPECFNEO GATE µE THE SITE ARG IS TO SF Rf6TORt]10 MFVINNAPPDPAOACH S Olt S[ITER ON1'ENAY APPROA[NDETAF$riu VARY D[PfIMq OHIOCAT101/COB OI1R'fl'IAYOi*AL}WE BF OEM RAINED AT IN[OF!INSTALLATION LEGEND •— — — CENTERLINE TEMPORARY DRIVEWAY -A. CENTERLINE PROPOSED PIPELINE EXISTING PIPELINE • •-• —•-- RIGHT-OF-WAY • w1 in I EDGE OF ROAD I "wabster� ---•--- CENTERLINE ROAD e11�6eloNr al•PI+MO —P OVERHEAD POWER LINE �� —W—w— WATER LINE —ss SANITARY SEWER LINE W2W BEAUMONT TAP CONNECTION N. MAIN STREET DRIVEWAY EAST 4 REVISED PER COMMENTS RAW 12119/22 JR JR TX—HA-036.00.40 3 ISSUED FOR ACQUISITION LT 05/0720 JR JR E 2 REVISED PER COMMENTS LT 0422120 JR JR CITY OF BAYTOWN V1 ADDED NOTES LT 01l30/20 JR JR HARRIS COUNTY,TEXAS C 0 ISSUED FOR ACQUISITION MM 09103119 JW JW R"A" !a a"O" La W gscwTgv Sr DAIf- CINO AAPR Itwt 1'•3O wrv••• roO40M). 63815 °AN wall AY "`O10" 4 T-•`- 1 OF 1 HARR/S COUNTY, TEXAS HENRY F.GILLETT,A-297 27.1•ELEVATION & fr CONSTRUCTION ENTRANCE SIGN FACING TRAFFIC Idt CL TEMPORARY DRIVEWAY 04f � N.MAIN STREET DRIVEWAY WEST f r r + � c7 r M 0,iii 07EA70.n \ / Ul N020•ASAS,SY / EOrN3 w0i(srn f N:9 abs$moo • E:3.i00A1(03 r / LAT N01i'YSEE 62• xOAst4An31 tg; L0140:Wo0E'Or00Ss UT.N020'EkES1iY f �• PROPOSED L°xawoarorslnlLr �•�, CL EXISTING 36"PIPELINE �1✓] F�A� „ DRIVEWAY � f • f '•--. ��'" _ x SEE TX-HA-036.00.40 CONSTRUCTIO4 ENTR/WCE y a r SIGN FACING TRAFFIC/ Ij•� K 3 a`E / / /`/ REFERv ENCE TABLE 25.r ELEVATION h 3 T- / ( DRAWINGNo. 25311-0r-ALIOIMS J ff 'k l % Ir �"' 25311-007.231D5 oo p 10 J PLAN 7 4 WALE. I•.3(V � ^ = Y I ROAD umwmA COVER EA—) W o w T CULVERTAWAIFACTURE NATURAL GRAB GEOTEXTILE FABRIC CONTRACTOR TO PROVIDE AND S!ALL CULVERT IF REQUIRED 18'•24r RCP. AND GEOTEXTILE GRID. PROFILE (g AS REQUIRED SCALE;N 18 1- EYSP�Au�ILLUSTRATED ABOVE ARE TO iE NIIM9O ADIAC NT 10 EXISTING PAVED ROAD AT LOGYIOI.3 IDENTIFIED ONCONS THE OF 1 ROCK SHALL K TRACED OMAGEOITREPASRC CK LIE Ta#ACLIIATE RORE110YAL CAUSHtDROGI Y V?6*IS 10 Of USED ASA TOP LAYER TO FX PREVENT tRALONO Or PAID INTO THE RNUC ROADWAY. E DIE+ai��;-r' m 9W(•prEfpL lU N Ie0UED1IOE WIA AND Owf A,-0VIaWB4TRACKING ONTO TIIiAYEOROAD '• K'rT3 A.rT01000CK F. 'WACF OIIADDAROCSPe H.LA✓.A TO!(.(.CCiEO Mo A ORSRWLXEt►PA 6YRPARICLEM CFVWAlOORMISAlOPWdOE0'MYSTREEISVIU..4 .. .......•.,• ,•,,,, •.•i�.� S. PRIOR TO PIRAMANSNI 1410040.CONTRACTOR SHALL R2NOVl AAL APPOINTED ROCK Fu WATIRVL GEOTEXTRE PANG AND CULVERT Pr JONN SPENCER MCCALLIE PLsrAU EO7AN0 RCSTOR!TG!OION OTORAIERM CONTOWLS E THE CONTRACTOR ETLL H RESP0444,E TO REPAIR OR RIKACS ANY DAMAGE:TO COO ASSETS Oft UTAITMS COIRLICIt-A-NY SOEWAAX as .............................. COICRETI ACIEIAfNT WtwtEm DIRNo T•ONstIWCt10NNs I1f CONTRA icons Ro&oo" nv Io RFsfou AIoORREPU�CITOORAWALOR 143425 Eft cGlprlaw ANoeEwATenEaEeTN waIVNGRADE A: ttnotYw w rpE an ar OAvrofalaRaY.NNE carrtRAcrGR ENAta TAiIE rROACA LIE,WhtEE T a(wAE ANr oxN 1REAarcB,ooae VITi. AMEXCAVATION To ENSURE NRCA SE I4w TY OWUND NO04WAI HOURSTIE ALL MH LottMt770U 0E E0 WO TRENCH LEFT OPEN momm E CON 0R SHALL YAMW V A0 QW19 MAXMAOE AT ALL TIMES MD TO ENUM ALL DRAINAGE DITCHES RE VAN OPEN 40 CUM AT ALL �III%S%`N Al�a I ALL E1UULWAVA14NTOOSR(VOVEOFICVTHEROADRIONTLFW VATTNEEkbWlArNOAY 10 6RSLCOW NECESSARY FOR EOUmVEMTOCOEMICONA PORTION OFO6PAVEMENTORECAUTONSWSTRETAEMTOPRSVINTFRONANY 12/21/22 OAVAGE NHATSOEVER TO?HE►AVE VENT II PUSUC WORKS U Not PART OF FI PURC WORNs VMl NIARN EXOINO UIMoI.BUT THE CONTRACTOR Is RESPONSas FOR LOCATPO AND raO V1RMriHo ALL UTILITIES ANON RESPONSgLE TO REPAIR OR REPLACE ANY DAW411 TO COO IN ASSETS OR LIMS CONFECT CONTRACTOR ENOULDCOMACTPMCIPPORXSATNIA ON aHMMOEFOUMYCORfIRUCTM.WRN0.ORUTLITVCONV1CTON or 15, 31Y O CONRUCTOl1 SHALL CONTACTlMOI.9ERAIO MPARIV[MATn"70450 FOR LOVINURNO IA%MTIONALINWW OF 41 HUM PRIOR TO MV �� CONSTRUCTIOMNPURICRGHT-0F•WAYORNEWAYANROALN,SOEVWIL OErEHTON.ANO UTAIr/COMRC110,I IWATER SAATARV SEWIR AND S 1 STORAIOARPOMI G P I ALE IN FEET fOSSTANDAROTRAF I AI%TEVPaIARY YC61LNtLCOkl*WTCIKTIXAYVNALLLMLP$FC VTRAFFICCGNTMKVL't$MWTCOLCWRlNTEOTON 7 tPOISINS TRMFCCOMROLMVIC65AMPRDMCIVAA1ACMCO4TR71CTR Wt ALLAIMSSIMIAL TRAFFIC CONIROLOEV%lO SHALL Be REVOYEDFROM ROAD VWKITY NOROER No PREVMT CONTUION fOR T N NOMUKA 3 Al FASTING OM/EWAY&MMIN THE TRAFFIC CONTROL IOYF SN4L AEVAIN OPEN AT ALL TIVESiRAESS AORE(O Isov SY THE OWNEROF THE ONIM MAY ALL AOREEVEMS POR OFP-sTE vmVEWAY CLOS RES SHALL 0S NCLUOEOMITH TN1 TRAFICCOMNOI PLAN SLAW TAL. A NOMORf VD1M:N Tl CRYOFOAWONHIRM WAY OCCURIVITHM THE FOIL WRNRNTATIONOP FM APPROVED TRAFFICCONTROL PLAN ITENOEO TO PROTECT TIWTWOR( s NOMORN WITRN THE CRY OF MYrom now TNAT■sGEIORS isSNOMP&CXCAVAT ON ON OAONO WAY 0E tUT tNRORCRDWHENWORIMS ARE NOT PRESENT CONTACT COY OF SAYIOMM TRAJffC ENGNEERFOR AMPTAIU METIOPSOF W WAPRDTSCTMN • sloam.f Sd.M'B1Nr"MIL.TL4fl.I*Vp WCVKVJ WAY TAPS PLAICE DRA C-7 T SATIC 1J R K1C.dr Yd?`EO�17lr4ypRPY7r Yp.•NC f^-NTR'IL•.a C/L r COHSIRLCHOMIIRPCK1NTRVICIYGN3 TON NSTALLEDNOFACM TO TRAPFCWECTIONATOR14SWAYPER WurWSrANDAMS s ORPAWAYWLLSI N PLACE UNTIL HIM THE PROP0310 CONSMICTWORIVEMIANDRCPCNVERT ISTOSE REVOVIDAFTIFR11W SPICOOOOATE ANOT14 SITE ARIAIS TON REsrOREO TO PREUDSTING CONat1ONS OR KINIt P. DRIVEWAY APPROACH prMI WU YMY0EPWD00 ON LOW40N COS ORVEWAY DETAILS WE SE DETIRMVID AT"Al OF INSTALLATION r LEGEND �+-+�• •+~• CENTERLINE TEMPORARY DRIVEWAY _ CENTERLINE PROPOSED PIPELINE — EXISTING PIPELINE 1 — RIGHT-OF-WAY wink EDGE OF ROAD ------- CENTERLINE ROAD LIT. "webSter P --- OVERHEAD POWER LINE Ceis..�, —IV w—WATER LINE --33 --- SANITARY SEWER LINE - W2W BEAUMONT TAP CONNECTION w 1 N. MAIN STREET DRIVEWAY WEST )MDR STAMP ' TX HA-036.00.41 c 3 IS WED ORACQUI 1 L 0507120 JR JR G `JF CITY OF BAYTOWN 0 1 ADDED NOTES IT o JR HARRIS COUNTY,TEXAS V ' Ax w C a1ORaIIDI. 1 sY 1 DATE tCHMI APM i r7D n -- 63815 OVrin m 'EY'°O1 5 -- 1 OF i ! !� `�1�3�},�4 � � atwtc.lnf �, '+�tr „•r:� '.,r"}.5. l A � P=}$ti8gr t:� .asssxwxasag� oIf` o ,�� e E 'Uf_t"nIf ; � F= 8� P F �� V1 ,�,• a.r -- - -ter», . 4, 1s' I 2 a £ f 5I7a It s GI I Lip FF 7 I I9 _ OM D..[•.s_ 3 :are w. tit sit low i �7 ar 3t g q � :fir C •S �� 'BV.f0,D7 M.a lCrJi - of . it Cl'i z "a P1�1 r fF• X { � 'o.,ato.n•N•Dvr..l y• _M�- N A A Y i L � � I •8 a $ .1.. -,?4 "to_.(..61rolt[rR 1.� �� f .11wf0 ot—r0' t OM w0.M c 1 5 8 F� ai[ iii C fii' ts..to nrs o l.uwra In E 1 f S A i 722 ' C' t,r• .110' toct n."It Otrt.,• :� � •a.(mu s.•cu I It r g or - UD..to+n=o(v(...x 2 SAS 'g 9 PH a �� ?� �L F •R� cvr.ts• i�Rg£a H�. Ld� ` . d'ssaa�aaaa- ,F fV U NY< Jti ri1, I1 bw• _ ILI N - �7 r b 17' Tti ff 1 'i S• y ��'y N • HARRIS COUNTY, TEXAS HARVEY WHITING,A-840 / E. SHAFFER,A-1224 �\ O\� � G'F ♦Q� ; REFERENCE TABLE 4Q OG(`\� 94 OAP 0 DRAwwGNO. \Q, - 25311-0f.At10t�06 1 ] OAl Sml� q� O/�� O 7`G 25311-807.2KOI EXIST.12'NUSTAR STEEL S\ \ PO G \ GAS PIPELINE(8 COV.} '+ `�!! •\ \�/ \\�•--! PROPOSED � --„—�,--r.�l�-, ,—�,�� , _�� 361—r.--"PIPELINE v� Z Zy , 9/ T 9D 5 ELEVATION \ ` q O {y �+u�40 �f y O�RP�O� CONSTRUCTION ENTRANCE c't` S� ¢�• SIGN FACING TRAFFIC EXIST.6-UCAR STEEL GAS RO o 4 PIPELINE(4.9 COV-) •tr CL TEMPORARY N:9.9214x060 DRIVEWAY LA �029.439.1N' 4 W.CEDAR BAYOU, Low w 094'SN mor II LYNCHBURG ROAD ti. DRIVEWAY NORTH qy CL EXISTING s DRIVEWAY (GRAVEL)\ SEE TX-HA-041.00.41 t \ `'\ rIL 9.923.901.25 C/L30"WATER LINE 1,8'COV. IAT;N 294Ei i�1" ( ) YR:9.9x3A/4.0 E:3.99/,132.32 40NG:w094•50069Y 6 \ EAT:H Ox9'48'39.7S- \ C1L 10"WATER LINE(4.3'COV.) +� / �LONG:w wa ssoa9o' �\ \4 23-3,ELEVATION W x PLANOOc W p CONSTRUCTION Z O SCALE 1•33 Lt. ENTRANCE SIGN ct w FACING TRAFFIC EXISTING 0. ROAD W PAVEA¢NT MOMRIM COVER PER W 'WLVERt MANUFACTURE NATURAL GRADE Y CONTRACTOR TO PROVIDE AND INSTALL CULVERT IF REQUIRED.18"•24'RCP. GEOTEXTILE FABRIC PROFILE AND GEOTEXTILE GRID, SCALE NETS AS REWIRED + T 11{ t •CESS PADS AS LLUSIMIED ABOVE ARE 10 BE INSTALLED AWACINI TO EMSI04 PAVED ROAD AN LOCA110111 MNIN160 ON IH[ CONSTRUGTOHORAWMIL T ROCK fruit It PLACEOON A GEOTE%111E FABRIC IO FACR11ATE ROOK RIMOVµ CAVSH[D ROCK SIN 2'IO N'IS TO"USED Ab A TOP N'LArER TO PR['YENT FIUCKR4 OF Ml0 MO THE PUBLIC ROADWAY OF /. N4UR0 THE ROCX PADB£COS/E Iff$KTAY1 FOR REDUCING IRA M.OW OF 090 AND DUI AID WMAIENIL TRACKING ONTO THE PAYED ROAD ...l` THE CONTRACTOR SHALL REPLACE INS EnSMO ROCK ILL SMNAIY OR ADD A ROCK FEt LAYERTO THE ACCESS PAO, 1 CONTMCiM SKLA.L KEEP PAVED ROADSWACES CARMp KID NODENRIS AM PROVIDE DALY SIRERNYIER4 S PRIOR TO PEANENT N CONTRACTOR EEOPIG CORACTOR VIAII REMOVE Alt IwORTFD ROCK FILL UATERM "S 1ERtRE FABRIC NO CULVIRT 4L NSTAILEDINORRISTORETQGROVIO TONATUItLCOEIOURS. 6 I'd.CONTRACTOR HILL BE RESPONSIBLE 10 REPAIR OR REPLACE ANY OAMA0E8 10 COB 461 EIS OR UiW1"Cr.IfLICt ANY{OEWALK OR ,f COKM79PAVENa4TOGfURBEOOURNOCOM(fR CIIONK ONT THECRACrORSRESPWOMJh1ORE1 D TOREUORRIPLACEIGO*MKOR •JDHN...... ER•A... ... E•� BETTER COgOON AND IRMATG{tp HTH WSTNG GRADE. T NNFNFVER IN IM GUY d BAYIC%Wf$ROW THE CONTRACTOR SKML TAR!PIO LII PER AIVRE9 TO MCM ANY OPEN TWICK4S BM!PITS. ........ .. ............. AM EACAVAION TO ENSURE►UELIC SAI[h BLARING IIOINVDWKFD HOURS µL TRIHCN THAT.BE BACKM,10 PAD TRENCH LCFT OPEN 01FROON�1 I.O1.. 143425 N CONTRACTOR SNARL MNrTAN ADCOUTATE DRAINAGE AT ALL TWES AID TO ENSURE ALL OROKADE OITCNl%RIVAN OPEN AND GEAR AT All nRFR, O•F`• X/CENS µ M ,{•� N ALL ON CESSEACAVATTOBE REMOVED FROM THE ROAD RIDNT4IF.WAT ATM END OF EACH DAY �[ 1! flt ILlCOMMCESLAY FOR EOU~41 TORWEAAtt OI A MAM40P M PAVIMCNT►RECAUT0N4WS1 BE TAKEN ILA PREVENT IROMANY FSS• A 4�DAME WK41301 TO INC FAnVO4 OPAL II IrYNIIC YYol s S N401 PANr OF NI.PwtIC wows%%%L LW;NMs two wRN INS WT IHE cY atmAzmn K RESPORMv/M tOCMNG AND ,I FELOVERI NFYPW VIRERN NOI PVE ESOBE RESPO"M TOREPAPt OR REPLACE NFYDAWAES T:+COO ASS[TSOR U1lRSB CONFLICT CONTRACTOR 1rT�21M2 SDCOKf I LICWORKKSAT NI.42"3M 46 HOURS«FORE AN LN NK ON L Y CONSTRUCION BORIC OR UTCOFCI FL Ax COTRACTOR Swot CONTACT ENGINEERING DEPARTMENT AT I11•4104SAI MR ENGINEERING PKPECTONA VNUW OF 4 HOURS PRIOR TO ANY CONSIRVCIION N P%"RrGHT4v.WAY ORNEWAY APPROACH f0!WAVE pF1ENr10N Ar4 VR1h LOICCION ry4TER.8ArITMT bLYI[R AM STORY IIRATYAGII A All SSHAtItOFOAN'OTHE TOKASVNWµ ONIE ALL4 NMFICM IkAF JC COW OWICW.CURRENT[P14H 2 CONFSiHEi1WFCROADVI DEVICES ARE PROTlG1N0 ANACITR CONTIRUCTOHSRl µINOKff[MMt TRAFFIC<OVTPOtOMCFbSWLtBE REIN)NPof1WV ROADNSYpih IN PROM To PATIENT CONFUSION/OR THE ROAD V INN µt EAKNID AL%E INCLUDED NCL tDED W THE E IRAF CONNNTR ZONE NULL RbAIW MEN AT µAC APES INLl59 4GNFFD UPON BY THE WlNER OT NNE OKMW4Y LLl ANTE/Y W S fdl W F.lIIE DRNEY4tY G0 VVOW'IIM THE CITY OF BAYTOWITH NEONMAY CONTROL HOLFFTAN Ef LAN, 4 NO%%VW%rr NFMICIh OF SAVOIMA W1MYOCNRRIIHOVTTEIV.LCAVATINIA1ONd 1G APPROVIO IPTINORWOCNIRGLNA.rN EN111ARE HOTPROTECT INAIWORA { ENGIMKHDW4NECRY OFBAYTOWNROW 7INTIK011107 TR(NONPD EXCAVATION OFT DIGGING WYNF IEFf t110R0NlGTFO tYlNYNRKFRT ARE IDiPREStM COITACTC1TYq BAY1aAN 11UFFC [NGI1ltR CON ACCtP1ABL!L4TKDOS M WOINU PROTFCIDN E CONT40EDtrf KIETRANCISIQHS BEWSTALeO AVAVCNIGTO:c ONA trh LTI IL•YTORNE PER 5TAWARDS.Tf TRNPY.CONTIT0.1r a,ACF,wv T C4",.VA VALL a IN PLACE La B EIGNS 70 HE PROPOSE NO FACB4 TO TRAFFIC OAY AM CULVERT r PIN It M"D AF$, N OMDIST YALL ND N PLACE IME 1FN 1)THE PROPOSED COKIRUCTION DRIVEWAY AID RCP GAVERT K 1D BeBE RFt10vE0 AR(R iHF�CCIF60 DATE AND THE y7E AREA K TO BE RESTORED TO PREEW&YACROACTI SOILBETTlFL ! DM/FWAY APPROACrNDETALSVYILt VARY OFPFNOBIG ONtOCAl10N COB ORNEWAY OETALf Nl BE QIN1UPrtDAT nNlMNSTNUKdI LEGEND — — — — TEMPORARY DRIVEWAY CRAP/OCSCµt MEET CENTERLINE PROPOSED PIPELINE EXISTING PIPELINE — -- — RIGHT-OF-WAY wink EE OF —-—-—-— CENTERLNEAROAD bwobS#@ir P OVERHEAD POWER LINE clab T"loft —Ns SANITARY SEWER LINE — TEMPORARY DRIVEWAY S REVISED PER COMMENTS RAW 121190 JR JR W. CEDAR BAYOU LYNCHBURG ROAD DRIVEWAY NORTH 4 ADDED PE STAMP VMB W150 MR MR TX-HA-041.00.40 3 ISSUED FOR ACQUISITION j LT OMM20 JR JR E 2 REVISED PER COMMENTS LT (4P22/20 7R JR W2W BEAUMONT TAP CONNECTION 0 1 REVISED PER COMMENTS mm oirma JR JR CITY OF BAYTOWN-HARRIS COUNTY,TEXAS C O ISSUED FOR ACQUISITION JCL 08I30119 MM JW D4`A•' Xt D" . Ntw DErCMIOr BY DAn CHKD AFPA X"ME 1•-m'NPLr'F 0) PAOT4TAo. 8381S °AI• WEEKS •F`s"a' 6 1 OF 1 HARRIS COUNTY, TEXAS HARVEY WHITING,A-840 E.SHAFFER,A-1224 ` 000( F� �+9 9 �O Pe I o yOG` �p o 0 F \b yN q0 �yF"\ RO i/ �C\ \F�j 'DelQ \ EXIST.1Y NUSTAR STEEL �Zy 'IV \ qp Dp ` !� yO Oyp GAS PIPELINE(8'COV.) -PROPOSED 36"PIPELINE 20 r ELEVATION � Cl 30-WATER•.INF(1.8 COV l \ EXIST.6' AR STEEL GAS CONSTRUCTION ENTRANCE E-3,M.030.G9 PIPELINE I4. COV.) SIGN FACING TRAFFIC / LOT:N029vE39-19- _ LONG w091'4E'or.W CL�TEMPORARY DRIVEWAY ';" ` •6 `\ W.CEDAR BAYOU LYNCHBURG ROAD ter~- E 9.92es9d�\ SA DRIVEWAY SOUTH(GRAVEL) LAT:NZ{6�s 94 LONG:w 09{'5BOr 93\\ / REFERENCE TABLE No923.827.72 \ ( DROVING NO. E 3.99B.o3/.1B 21.0'ELEVATION 25311?Y•ALIOt.005 "LONG: CLEXISTING— I LONc:w09MSE0L•Y_ ,_i` CIL10'WATER� xs3+1•Bor zs•Lo1 � DRIVEWAY CONSTRUCTION ENTRANCE >k\ LINE(4 3 COV) SEE TX-HA-041 00 40 SIGN FACING TRAFFIC \ �` PLAN pg gp 0 SCALE:t'•JO' O O K K Z gS 4q W W J Q EXISTING ROAD 9 A'AOMUM COVER PER PAVEMENT MTLI CULVERiMANUFACTURE II GSLAOE CONTRACTOR TO PROVIDE GEOTEXTILE FABRIC AND INSTALL CULVERT IF REQUIRED 18'•24 RC? AND GEOTEXTILE GRID. PROFILE AS REQUIRED SCALE PITS T cefs PAo3.As ILLUSTRATED A9aa ARE TO BE T/sIALLEO ADMCUD TO E.IDrrD PAVED RIND AT LaAtwn IDEl1TlFEo ON THE Ran1Ruc1 M PLACEOG3. ] OCRSNMA.EERLACCDOVWMTC%14CFASRROWVICIRATIROCRR[AtOVKCRWN[OROL•fIZH]'TO!'ISfOSSUSEOA]ATOP{•ANON TOP>:erTH ROC PD BECOME+EFFECT eucaREDUYSHO I THECO TR ROCK PAD BECOME REPLACE 31 OROC FILLS THE CE ORA of WD ROCANDoLRT AND NIKEA ACCESS SPAD.00NTOfllE PAYED ROAD CO TRACT SHALL KEEP PAVED O SUIwo SURFACES CLEAR SURFACE OESIDA NDPRVILAYER1DTRE TSIVEEPAD. S 1 CONTRACT PERNALLREEPPAVED CONTRACTOR T ACTOR S ALL ROFMUD NDD 700 ROCK FILL DM TE MATERIAL 6IV£EPNO. S PIGOR 1 PERMANENT Ef MSG COMMCfOR CO RIENROVE Al E/PONIED ROCR Fll WtTE'RYA OEOTIRAE FABRIC Np CIRY[Ri NSINLNT AND RESTOREIRE SPOW010 NATURALECONTOURS E TM CONTRACTOR N1LL BE RESPONSIBLE TO REPAIR OR REPLACE AM DAMAGES TO COO ASSETS OR u7RITlEf CONil1CT.ANT SDiw"OR ML O.MollPAVEMENE OUTURGED DHRRND Cor/llRuOfIONIS THE CONTRACTORS AESMISWJIY TO RESTORE ATOOR REP{ACe IOOUENAt f%N /•RVHN SPENCER•MCCJ E SETTER CONDITION AND SE VATCIND-IN EXRSTINOORAOE / F YMENEVEAwTIIECOVOFMYfORNSAON THE CONTRACTOR SMALL TAKE►ROPM MEASURES TO SECURE ANY WIN IMACNIS GORE FIVE /•":••'••••"•••••••••'• AND EACAVAT1orI TO ENSURE PUBLIC SAFETY OLRMq NOfAVYOUNG MOWS AL TRENCH SHALL BE SAWPLEO IRO TRIMN LEFT OPEN Ap'. 143425 COMPACOMMA MI E CTOR SAKI AMNION 1DEOVAIE ppMTAG!AT Al OLN6 AND 10 ENSURE Al DRAINAGE CffGilS REAIYI OPEN NO AFAR AT at b TOE"TOPREVENIFROMAN/FIITWT PRfCAU7gNS MWTBE �1 y�NS".�i�`T��v S ALL EIC[SS E.YCAVAf10N LOSE REMOVED FAOV THE ROAD AKINIOF.WAY AT THE END CF EAuR DAY SECOMISNECEESMYFOREOWMEW TOOPERATEONA PORT04OF THEPAvEV OAMAOl YA4—EVER 101.VAVIVEIR F] I PUfLK WOARS n NOT PART OF I:I MUC R MARK ORKS TALL MA EXISTING UTLDLES.BUT INN CONTRACTORIS RESPONSIBLE FOR LOCATM NO 1 G/21/22 MLO VERbri ALL L UTILITIES AND BE RESPONSIBLE TO REPAIR OR REPLACE ANY DA AOIS TO COE ASSETS OR U1SlTOS CaPtIC1 CONIRA I SHOULD CONTACT PWUC LYORRS AT 2n.110sm 4s NWRS BEFORE ANY CONSTRUCTION BOPEO.on UTRITY CaGaCT1oN �1 CONIRACiORSIWLCa1TAJGHT4FNE V OFUV PARrMERTACN SUXbY3Fa1EWIDN A DUMIT CO"NECnON TVIOEN MIWARYSIRVEA CONSIRUCIIOINPIIBIIC RIOR1MN.wAY ORMEwAY APPROAW SOEWAKDE'EMDN Atl UI1lIlY COMECOOIM1IAT[R SANTARY SEXIER AND $IOIIM ORATNLOEA Coe SFZARO TRAFFIC CONTROL NOTES GRAPHIC SCALE N FEET I ILL TEUPOIURY TRNF C CONTROL ME tZ9 t4—OAFI TO ME TEXAS MANUAL ON UNIFORM TRAFNC CONTROL DEVICES 11 WIWI.CURRENT EDITION 7 V'+LESS IRE TRAFfCCONIROLOEVICff MEPRORCfEO ANACENEf:OH+1RUCT10N fllE ALL NDNISSENTtµ TRAFFIC CONTROL OEM[$SKALL BE REMOVED FROM ROADVIIHMIT'N ORDER TO PREVENT CONfUSIOI/FOR IRE ROAD USER I. ALI EXISTING DRIVEWAYS\VlMN THE TRAFFIC CONTROL ZONE SHALL REVAIN OPEN AT ALL INES UNLESS AGREED UPON BY THE DATER OF THE CPNEVfAY ALL AGREE VENTS FOR OFF.SFrf CRAINWkV CLOSURES STALL Be NCLUDID WIN THE TRAFFIC CONTROL PLAN SWWRA 1 NO YIOMINFII HTHE CITY OF BAVTN'MRO'NWV OCLVRYETOUT THEPULL ROLCIMSINAW"OF THE AWAOVEO TRAFFIC CONTROL PLAN MEMIOEO TOPROTECT THAT YMAIL S NO WOK WINN THE CITY Of eAVIOYM 010/1 THAT REOUIRES TRENCHING.EXCAVATION OR COMOIGMYet LEF i WVMOTBCTED WAIN ATORKIRB ARE"Off PRISINT CONTACT CITY OF BAYIGVIN TRAPM ENOEIEEAFORACCE►TANE VETHMSOFNVOMPROTEC?Wft I WiYA.WIF f.OT:RENT.YARV lII.TFIIALS CMIHCH,!PRW.YTAYPPLA;P OILaTVMBA"YOVN NILAF.:NY:t/'H2°T•➢PPOPRItTETRJFF.CCO'DRIV_NPLACE F CONSIRUCIIONITRIKR EMROKENG115TOBEPOTALEOAIOFACNOTOTR FCDBECTDNATDRHEWAYKALOAWSTADM103 1 OAMELVAY OVAL SE N RACE UNITS,100I IRE PROPOSIO CONSTRUCTION DRAMMAY AND RCP CULVERT IS TON REMOVEO A"TER THE SPECKED OAR AID THE SINE MEA IS TO S!AESTORED TO RIEXISTNOCOOrOONS OR NTTfR. I DRIVEWAY APPROACH DETAILS LVLUVAAY DEPENDING ON LOCATION COS OPOEVAYOETMS AE BE OEfERAv1E0 AT INS OF WGIALLA1011 LEGEND - - - TEMPORARY DRIVEWAY CENTERLINE PROPOSED PIPEL NE 6, —•�—�--N�— EXISTING PIPELINE wink — ------ RIGHT-OF-WAY EDGE OF ROAD "Webster —•----- CENTERLINE ROAD —P — OVERHEAD POWER LINE -- u ----- SANITARY SEWER LINE V) TEMPORARY DRIVEWAY rn 5 REVISED PER COMMENTS RAW 12116/22=R JR W. CEDAR BAYOU LYNCHBURG ROAD DRIVEWAY SOUTH 4 ADDED PE STAMP WEI M%122 JWR JWR TX—HA-041.00.41 3 ISSUED FOR ACQUISITION LT 05107120 JR JR 2 REVISED PER COMMENTS LT 04122120 JR JR W2W BEAUMONT TAP CONNECTION 0 1 REVISED PER COMMENTS MM 01=0 JR JR CITY OF BAYTOWN-HARRIS COUNTY,TEXAS C 0 ISSUED FOR ACQUISITION JCL 08/30/19 MM JW AMRI 10.cwRl. By REV DESCRIPTION EY _pAt[ a-D AFFR 1F41 t-.M AFnroh • . PW.1ctNA 63815 mrT Vl2BN !/Y A�11°' $ 1 OF 1 I . I f VIC a:-0 f,0-,67 �., •4 -d 1E. AP3 � �a� � � � �':'a• __jar _ �i'' 4F.I.. ,}?9-.tG':G.�, i , •rw i � `�',-t -� -�� _ �/1`. l4-`:G�'id 03J':,6'�n:�. PF.l'1 H'!•";'�� ' k � DD tC{i11.1AliiL'!�IOGSb.!ILI:_� �� - ^:-�•i� f ♦ �.r'.m iF:ASi OI":..:•,ZoIi HL`AO ! •tj•. IN bli � 77 Is ■ ��■� JUNCTION TO MP 97 BOOSER ■ W. BAKER ROAD TX-HA-045.00.10 ADDED NOTES n ISSUED FOR ACQUISITION' o�oo HARRIS COUNTY, TEXAS EO OF HARVEY WHITING,A-840 PZF rfrq /JOHN SPENCER MCCAWE�..........................A 143425 f om lK I Mo o �fss�..... EN.. a 3 (Lu III go ,,�\V►��T KQq N pW U pW� 1�u r �Q{Wf1 r�p S V W C 8/16If 2 f O i ` 1 • + N T [+V \� N:9,920,666.57 \ 6 p,0+ E=3.996.67663 LAT:N 029.46.10.67• r`c 14 \ 9 pg CC p LONG WOW'36362:• O Oo_N \ cp O \ N.9.920.029.22 TAP N 024 26'11 3T LONG.W 091'6B'35.7Y s�1�• �Q \ \ ` \ + EXIST 6'DOWGASPIPELINE [�It-�Y'—��1�. ,may r\•�.•It--\�• S38'25'11-1N PROPOSED.. \ 128' \ o \ \ < -,ST.EXXOM GAS PIPELINE 36"PIPELINE N'99m-e36e7 / E 3.MA4000 \ S \ EXIST OKKEYEGASPIPELINE LAT N029'[61062' +\ \ LONG W 091.6636.66' \ d \ d•,. MANHOLE EXIST GL 12-SANT-Y \ y �6EWER(6 75 CCrr 2J'S70R1A SEIVER \ \(396'COV I ss— ss-- w SS— n— ss— g'•� ss+ s as— ss T�ss •y \ PLAN SCALE 1'•50• 60 60 40 '�I a 40 t 1 30 I 30 EXIST NG PIPEI INE GROUND MARKER (TYP.) 20 —4 20 4 10'WATER LINE 2T(COVER) co -60 r .60 TOP OF PROPOSED v 36"CRUDE OIL PIPELINE (CONVENTIONAL BORE -70 70 OR HOD METHOD) ♦ Pa O N N l•l f•l 19 ly 24'STORM SEWER 7.6(COVER) 1; SANITARY SEWER 6.76(COVER) I[OOYG'ChM p ao:.mnoafma ns<l+ia toaA"{ n.�i[o!.�iu[w�t•�N rrwuo+•.,osaw..AoasteYa s. PROFILE MI Y•[W..r✓!n a•u M• SCALE REFERENCE TABLE •�.e�rcoa�wir.u.twiarl..rwrsw NOR¢I'-- DRAWING NO p.a•ar.m VERT•1'•20' <�.nrtfPOt[OprKrX.r••r4tt1•M4.r 26311-07-ALg1.003 i IIJrC{.VCpuRIIWYNYO+vpH,tu[Yui R.J CNL�.�.00. 2S311.00725-L01 , Irr,.•tq ur MyON..�aMVR. 1 ns.rt vuaiaxs[cr.n.aaroAv w..A•.toA.vc+letc•.n.a•oav rt[twri.[,p M•[[Ir{I0.•Yr,a 1•MR M I.�At.A.r rv.•Ar1 i,a[n Ntl,t p N I"•f [O•.•Kr { OMv1`4••i[f[OLM[N.UGNI4.IOl1.fN[.plpG 3urlrt MxM M•.wtAt"t101q.lf Rl ,u.:w swusa s.cdusa.a Krsc.wro.[•orss.er n LEGEND • avAaila•pW1��11w n oww.,...raft u.a m nawt u ar...at c•c.t• CEN ERLINE PROPOSED PIPELINE .,.•ro.rer....c+mr.w.a+r+n+wra•..•.• EXISTING PIPELINE w++'it<p;ti ycNs..s ro.txre•rt rovf+.m a.Iw.,u-n rvt nn.s+t[[tcuno-s.tist ..uroru.tgrt�swu.�tAw�to[.r+mr.:rA.a{r•n ------- RIGHT-OF-WAY �f•`i:'e•r..i•a iirm.ianwo:i u:a.,•e•••wvn.ra wr*.1 ow++.eo-.[ is+w a 4sw-tw[ro.v..a w.n EDGE OF ROAD CENTERLINE ROAD vn a•..ets is ca.uns a.o•u,as caws.cuvcrc.raao corrn..n<wass., i ff>IM V�[pIM.KFt'I•C•o+soL.aUYWncovrlcC ------- OVERHEADPOWE rat - ,•cr t+c.N.rs owrm4.,.r N••::•so[a tra.eeaw Af[rc*a. 1 —I -- OVERHEAD POWER LINE u`NAM 4�rsvv ro Av.con•acra n...ac Ac..+wmA.oln7"Ar A•r•m.c. un wrmwwlaarA.ru s."*...u.fr Avsrowcauu� —n—w— WATERLINE ....".'"�....c�i�o+�Aa asxnl•w..acn•IM•.or+rs..•...na.{w."•ov rru••e w[srsh6al0V[ c'{oa•,i[a mtiimw.•ir_a•w a ui:�ea:.•a,ec r.e A..c.Af awrwcro.ase Au v.[pf.*•. run w�ee�tw[e4wrto[.euamw[.m wMzn rov.c n.r MAa[a re. ��'� Y.a ren u[I• wink ! �lavaovo.[.nsm•..ar.eca.e...wu4t•As.-s.0 a.sr[oa rn..nowus[•spa M..OIan•r.•.�r....<to,r+s•Ms Ay rrAt lowebster ' VW.1b1t0i4l�CN!'[TI.•a+I.OIafOMOII[�Tn�l nON0.,Ol•pt Ml1•.l.r•rary,a 6• 1 V.OM nM1.lA 4n V4naAY.cA rv.r IV44f I+tK-•.0 r•'J.�••p MOr {a u1•M 5 al...FIr011Cr10 u+..WDUI.q•RY I4LN[RtAa f Hn V M•,OA.,q•a[Y!•A•1[A[00 •�'^•"•""mf0'n9"I'0"c"a GRAPHIC SCALE•N FEET • v sr.a,.a a to[•.at•a•wows a I.aato v.,r•a rsAc1 0.•o,r a•..roA. rEA'aarA /AI•Afyr•N,W7Ecb!•I4 ARILS �y JUNCTION TO MP 97 BOOSER W. BAKER ROAD 3 ADDED PE STAMP KMS =1642 JWR JWR TX-HA-045.00.10 2 ISSUED FOR ACQUISITION LT 05107/20 JR JR CITY OF BAYTOWN V 1 ADDEO NOTES 8 DATA LT 01r30f20 JR JR HARRIS COUNTY.TEXAS 0 ISSUED FOR ACQUISITION JCL 08f30f19 MM JW 0"°•' a—00, A4 C [ O[sCM1dT(W •v w7E ,GMo A"Q — 1•.� VIVO[:— lVl/1 '"aFR°0 63815 3 — 1 OF 2 � •� ':;• ryes ��; �� ,0 �� B,vTO�YN 'A4•'X IN `� tYfiSS BAKER ROAD a r �` ...... �j �' -, �-•: .! '-*Y *S[_C SIICC7 t ROAD CRUSSI+G� GARTH ROAD CROSSING, 9 920.57;f 50 )1. APPROXRM7LLY{ hill E.S-� YL"• TnYW•:x'^'+ • ,j' Jr'S�UTIi OF W.•EiA'f' ROdO. � �` �. � '�' I. 3.995::25.37 �:'• +1 -frr^r,. - \ • 6� ,FS L ri?,t••a�r�:"•f LAT rl029'4607 90' lcj I - ' - ;. � •�;�� I LoNG:'r:09n 58'792"u' . . . 10 $'.•�i..a- l r, .."r.� _. - BIRD)SO'it, PRoroseo r. SQn: •, 1 i w 4.x- 1 M M I I ! 1 ` ■ __-- W2W BEAUMONT • • GARTH ROAD TX—HA-047.00.10 p .. � • m�m0 HARRIS COUNTY.TEXAS HARRIS COUNTY, TEXAS HARVEY WHITING SURVEY,A-840 / m gW gW m JOHN SPENCER MCCAUJE pq x g mm W �... .. �� Ot (r O Oj .=L� yf1y�,LfICENSE G��{`sS e$�� 5 �� eOR &Z3Us'c ch F'i� ��oa LL IL W y W A� i 8/16/22 a �p ppp Qpp Qp Qp N N N 9-4 INN N NN NIV NN y/ N 9.920.531{8 E JA9S.7970p UT N 029'{8'07.{9- 'YO,,,Opp��- O•'-•5 e I:NO W091'Sp'7981- / O-l- Q PROPOSED 36"PIPELINE EXIST UCAR GAS PIPELINE 3'•S'COVER r�l�r—ll—�r�r�rr.�• r�r _N38'26.33'E7---al—< �!—'�r—• ►'`-ter—��+r---' EXIST DOW GAS PIPELINE UNK. r—•��s—•r..-..yl�u�a�—y 114' EX ST BUCKEYE GAS PIPELINE 10'COVER/ / U e EXIST.EXXON NITROGEN / PIPELINE 3'-5•COVER / PO/ / / M9.920.205• LAT LONG W 94'5.187A uT N 029 4.e or 9r LONG,W o9{x»N' EXIST.DRIVEWAY PLAN SCALE 111-W +1.46�—r/-66' W 40 - - 40 31 �dddl' 1� - a --PIPELINE 30 I 30 MARKER EX STING 1 (TYP) GROUND ldI2 20 ZD '2 WATER LINE 2 Y 40 n (COVER) FG TOP OF PROPOSED •70 70 36"CRUDE OIL PIPELINE (CONVENTIONAL BORE OR ••-,_._••,� IT SANITARY ,O HOD METHOD) 8 --�+ SEWER 6.75' 8 t Ima a.... �+''"'--. N.,•:^ ._(C.OVER) F7 H»xr cL.0 a ,U.I>tl.,OMrw csw:s°fic:u.wiia+.:hiw ic.'O..0�w nlwe•..ra.n PROFILE .w.awn.nva•s.•f•Iw,�i SCALE. REFERENCE TABLE HORII.1'.50• a•mv:'.:�•"''�10'avnt,rp,csov PERT•1•=20' ORAWWG NO <.r.00<.+ortcrw..•rrsIKORA•U.• ,o+• 23711•U7•AL1014)02 r�intysr'0unut W ua rno�'sL IV�.u•xr.vs s'.!aw+a u+l.�.vs•ml 2531 f-O07 23-L01 1 M•vA w4t•swl.Ir ra L.Lso++owa.+lo+fl.w s<eu so.anvn�! <a•u`gcf..c.o....is r.cuwrc r°M..A o•na.cc.+.o.+•.al ro co•.•Rrs o•✓..r n LEGEND .wl+L1 r.rM<nC•M.,O..A.ar MCLr+..KrM SWlrYI..PYv4 W1110,K1.t.+r ' p(•riMwWLIDVn*f4.944nrq,Or..WYw4<IWI.w.<r,q,+r�mlo.u.. CENTERLINE PROPOSED PIPELINE r+na ur�lp l.c-fay>,w rcoc..r.rorLvatwo-O EXISTING PIPELINE wll ' ...,�i.ca'r•Rwx+.0.r+u rr"s.A7,o L+u«!♦L a+u ox.fs ---rr��•t— aro4ura•..uv. avwmr+ov ra ave•f.Aa.....naa.00rl¢..o+• ------- RIGHT OF WAY �iKfa.•os�ci"Lvt�.foot x'on;°'s°Kae a:o;.aato nv.rt.t"r.+ucxrc..l..rL• EDGE OF ROAD ' Liiio<•nri:u:au.:n�.i'n'mw°.La.w•:.ivriLi:.o'avwai�o�nlil a4I Nii — ---- CENTERLINE ROAD w.�wwa,roa,l uw•t a<vr„•Al 10 mlm.r..cro.Wl.o rA.i.cr'.a e..c.at.• • SIDEWALK CURB .:<o1>TU•dy Klpy...•W.,Ra<rq plop o.Vrun C0..4<rw. vi.cr��•vlL<a+* -Lro+naA cls �++n:r•+L:as.,ro.IK..I�uw.+tflaq• t� —sY—iv— WA I ER LINE iu:uun.•or.w vr>,r.eo;:ieic.'.sn.na M=.r..a.i'.;iiwacl.:r1Y.a� <�� ^61 T TELEPHONE LINE co• R'/<!!I.al M.a.I•0 IA rL..t w+aw q Wdv rM.fL �� a�oaal.rwrca avnrmrq ' ri%.cMm.•.�a�<u'°Oia�°/ii[ii ortae'f°w'�•.rco-o..e sun allz o:i i.0 a�as"i•+io+ ��Mr�i winks.w o..r....s.n.+.m I....<ca�.a rc+•w•v..r.."a.".r.•I.rc L•.•st ' u.ue va•!.L-cw•i•ar,ec+a....u.cnlvL.�Lfwaf sn olr.c....wea•ll s+u 1. awWLI•...Kn aY.aIr,vap.lMonoRi,nv-<•+rvrt.io•wMl.sLf°f Ya.rcC<•+-.un.L.A1 scrO 4t g WMN.n0+M.oarw LaK b n.nq+.sT...•A+1wvI01�.1,ADr.e w v nKw ..•n Pw cwvs•l.rru0pq..:aw+raK loweb1 •vr .Qac° 4 Tu.C 1.4riL•.o+ .uen.r!vL*.°eav nou..or!<ra GRAPHIC SCALE IN FEET . tl WOW N cal Nl+r a+wRwA1 e.nae(vt w•r.Q Nd a'.+4M1 C.Y.rM\ U.O.+..'nglr MMWl11+t[i4ff«O.'IMJI n M<L �y W2W BEAUMONT TAP CONNECTION �(QA GARTH ROAD 3 ADDED PE STAMP Km 081160 JWR JWR TX—HA-047.00.10 E. 2 ISSUED FOR ACQUISITION LT 55p7120 JR _.ii CITY OF BAYTOWN 01, 1 ADDED NOTES 6 DATA LT OMAW JR JR HARRIS COUNTY.TEXAS C 0 ISSUED FOR ACQUISITION JCL 08198f19 MM JW no`a°" ull °E`r L a) T` •EsCr1.11Gw EY OME CIKO A1.A KN 1•.Sy.m91. r cfw 63815 0.•1 050819 Aalq 3 !-N 1 OF 2 HARRIS COUNTY, TEXAS HARVEY WHITING SURVEY,A-840 Po /TLRAFFIC CLTEMPORARY O i FDRIVEWAY � / OPTGARTH ROAD DRIVEWAY 4001 a/ �p�� t120.0'ELEVATIONg _e Q�_9fA ♦�WE..399A49424 /LONG:W 094.50'39a/- CONSTRUCT20.8'ELEVATION SIGN FACINE:3.msl3d1 It TAT: ♦LONG:W 094'60 39.1rY4 P5]64000NSTRUCTION ENTRANCE sG�4 �LAT:N029.45'Sz37- REFERENCETABLE SIGN FACING TRAFFIC A'O�L / LONG:W 094.563E 86 / DRAYANO NO ♦ ♦/ •.��p�l'�/ / ♦♦ 2531t•0741.101-0O2 25311 0US{AI PLAN OQ SCALE•1'•30 0: 1�4L 2 0 O 2 MINIMUM COVER PER EXISTING ROAD CULVERT MANUFACTURE; PAVEMENT WOE CONTRACTOR TO PROVIDE GEOTEXTILE FABRIC AND INSTALL CULVERT IF REQUIRED,tr-24'RCP. AND GEOTEXTILE GRID AS REQUIRED PROFILE SCALE N 7 S x LESS PADS AS LLVSIAA'ED.11M ARC 10 FE NSIA'�EO ADMCIW to EA1S P10 PAY!" ROAD AT L AlIO•K OlNIVR Of ME ,1RVETiDNOR.Ni'KN SE aF r q C ROCK SNtl.DE PLACEDONACl01ILMILEFASRIC TOPACRITAIE ROCK REMOVAL CRAHEO ROCK OR 2'1 VNIONUM ATOP•LAY 1� TO PRNEM TRAC1WG OF MUD INTO THE PUSLIC ROADINAV. 1 GKOULD UK FLOCK PRO OKOYE PBFFECTNE FOR fUOVCPO IN601ALOUP aMW AND MN NOMIKAZINd THACPIRO ONTO INS PAVE R THE CONIAKTOR SHALL REPLACE THE EIOSTM ROCK FILL SURFACEORADDAROCKFILL LAYER TO THE ACCESS PAD. A CONTRACTOR&HALL KEEP PA\TO ROAD/1MIACIS CLEAR Of MUD AND DORIS AND PROVEN DAILY STRE11 w.EEPM S. MOR TO PFRWWFW 61E0q.CONTRACTOR SHALE REA,Ovt ALE WPORTEO ROC4 FILL MATERIAL GE07EXTItE PAORIC AND CAAve At,M ' wsruLEaANDResiwm,tecawloTownnALcoNrouRs. JOHN SPENCER Wi&iIIE M THE CONTRACTOR\UAL K RESPON ME TO REPAIR OR RE%AC!ANY DAMAGES TO COS ASSlf5 OR UTILITIES CONFLICT NO LOEWALK OR y „.•„•,•,•„•,•.,••••,.�•.•f CONCale PAVEIPMC IR1Pm"YMEODCONFTRUCTION IS rNECOWRACTORSRESPOIIMKmT,RESTCWAtO OR TARMAC(Ir OPIawAL on INTIOMCONERTSMAIDtl VATCNEOVMAeANiWGOM00A 4'0% 143425 r VANNtv[R EN THE CITY OP EAYtOOMS RO.Y.1N1.OWRACTOR SMALL TAKE PROPER UCAtSASS TO SECLR[ANY OPEN TAEIxHE3 FORE aft A44A�I oA D t�AA'VAYION TO ENSURE rwlx SAFETY.OURIND ICNVlORIONO Hama AIR tRlNa SHALL Of wPMLLC)LNO IRE,LEFT 0PE1 �DYfA �/CENS...- L CONTRACTOR SHALL MAINTAIN ADEOwTE ORAPIAOe AT AAL IW DRAIN ACE AND TO ENSURE Atl DRAT CE DITCHES RELWI OPEN NO CLEAR AT ALL WTt pNA4 Ems TIUE9 9 ALL[ACESSE4CAVATIONTO DE REMOVEO PROD THE ROAD RIGNT.OF4tAYA,THE MOP EACH DAY. �� H0.P110lCMES NlilSSARYfa1EO1RPMEN1 lOOP[RAll ONAPOR110N Of THE PAYl VEM PRECAUTION 4VStY tAAEt110►REVlM IRON AM pANAGE VNATSOVYER TO THE PAVEVEW II PUBLIC VID"IS"Of PART DF 411.PVSIK WORKS$%Al MARK 6XISM43 MIRiiNS OUT THE CONTRACTOR I►R9SPONLRF F04 LOCAI"O AND f1ELDWRiriq ALL UTILITIES AM OfRCSPORWO TO REPAROR REPLACE AM DAMAGED TO COS ASSETSOR UTIUMS CO:BUCf COWRAt TOR 0 IV 10 SHOULD CONIACIPUBLCWORKSAIISI. sm4EtIOURSSEfORE4ITFCONSIftMTMEOF4!OORUTRFtVCON16C11DR •1 CONTRACTOR SHALL CONTACT CWA4EERPEO DEPARTIENr AT IL141MSAS FOR[HOMOOND INSPECTION A MRWIPA OF AL HOURS PRIOR TO ANT 1 CONSIgUCIONMPR1000RgN14F.YAY ORAEMYAPPROACII SOENALK.DErCNT1ON ANDORUrvca4NECTtaNryu,eR SAMTARYSEVIeti NO GRAPHIC SCALE IN FEET STORHORArawE1. r L ALL 13 KEPRULcaWowloTHI IECO,ASMACRmLONE WORIAALL NO RaEgcaWRauaeesnwEVICES$CURRENT tGOr4u& 7 UNRESSTNEORTNe CON11b pELKESARe PROTECTING NN ACRIE CONSTRUCTION SITE ALL NONESSENTIAL TRAFFIC CONTROL OlVKESSHALl Bl RfMO/FOfg04 ROAD NStOE T•NOMER TO PREVENT CONfNSgNFOR iN!Rgl101)SEP 1 NL SWIS W 41.Be YS W1HD1 THE TRA7K CONTROL 2HY1F SMALL.PEwsl 1pEN Ar ALL TNES WLF[S ADRFFD UPON w I'd O.VKR Of 1HF DRMVNv ALL AOA(6uF W D FOq OPf4UlE DRtIENAY CLOSIR[SMALLNNITY Of"Yt THE ON MY CCWR�PWUT THE FULL AL. N, M WOR"ITHINKI%OM THE CITY OP AYIp A"ROt MAYDCWRRES THE rHEF.EXCAV EXCAVATION 0G THE AY OfLE TRAFFICFUNPRO CONTECTEDOI PLAN lENVMRWDEO TO PROTECNOT PRTTIMTCONTA S. imGmEsroaA7HIC1NOAptImcm,Ompot REDLgRES TR[HNCWq.EAGVATEIIN OR gOGt'ID MAY Sl LEPf UIiROfECT[D YAEN\Y0RKE111 ARE LOT OREblM.CONTACT CITY OF wYTOlYN 710fFK [NGNEER FDR 11)WIAR6{oql DSOf YAID(PAOtlCiIOH C. CONS U►RINEOL'PSK EN RANG $O"SIvTfI TOM TALLER l DFA J•P 1l;C)ONA CT ECTION T CAtA`YPE MYCOt ANIN PRLITf TRNFIC C(YRRO-RI ALACf.. 7, DRWN Y VML f IN PLACE ENTRANCE 1&17 TO DEP PROPOSED CONSCe ocrom 10 oFFK aR AND Rep MFIENAY S To f uLAD,to AFT 4 PREDI TI YBIt 0E N PLACE WNR xv111 THE PRDPOSFD CANSTRUC110N OpIENAY A70 RV CVIVFNI tf TO R[LTOV[O AFTER THQ SPFCPRD DATE AM LIVE SITE AREA IS TO BF RESTOIIfO 70 PMVIWA A"ROA TIDIISORETLR S DRN(WAYA►PROACH OETAl1 NRl VARY D(PEHpPq ONIOCAIION CW DRfxEWAY DEfAAS\LFEE Oe1e RA7'IEOAT RVFOPIf7AL4TF>`1 LEGEND - — TEMPORARY DRIVEWAY �— CENTERLINE PROPOSED PIPELINE E EXISTING PIPELINE ------- RIGHT-OF-WAY wink EDGE OF ROAD to Webster — CENTERLINE ROAD CIB (PD�s P OVERHEAD POWER LINE SANITARY SEWER LINE W2W BEAUMONT TAP CONNECTION 5 REVISED PER COMMENTS RAW 12/16122 JR JR GARTH ROAD DRIVEWAY 4 ADDED PE STAMP KW W1=2 MR JWR Tx—HA-048.01.40 c 3 ISSUED FOR ACQUISITION LT ZO" JR JR C 2 REVISED PER COMMENTS LT 06=20 JR JR CITY OF BAYTOWN O 1 ADDED NOTES LT 01130l20 JR JR "'HARRIS COUNTY,TEXAS C0 ISSUED FOR ACQUISITION MM09281t9RC RC 9E11lAIPigN w w-e cIHKD APPR,63815 RC 1 OF 1