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HomeMy WebLinkAbout8" WATERLINE EXT. TO SERVE LUBRIZOL BAYPORT PLANTa to w O cai � w� w ZQ o oZ o� w� s 0� O o m W a W d x � Z a O ON PROPOSED 8" WATER LINE EXTENSION TO LUBRIZOL'S BAYPORT PLANT SITE - ALONG BAY AREA BOULEVARD IN HARRIS COUNTY, TEXAS DULY ZOO® CALL BEFORE YOU DIG ! 7 TEXAS ONE CALL PARTICIPANTS REQUEST 48 HOURS NOTICE BEFORE YOU DIG, DRILL OR BLAST - STOP CALL Texas One Call System STANDARD PERMIT NOTES 1-800-669-8344 1. CONTRACT SHALL OBTAIN ALL PERMITS REQUIRED BY THE REGULATIONS OF HARRIS COUNTY, TEXAS FOR FLOOD PLAIN MANAGEMENT PRIOR TO STARTING ANY CONSTRUCTION ON TH IS PROJECT. 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN HARRIS COUNTY ROAD' RIGHT-OF—WAY. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS REQUIRED FROM GOVERNING AGENCIES. SPECIAL NOTES 1. CONTRACTOR SHALL NOTIFY THE "UNDERGROUND UTILITY COORDINATING COMMITTEE" (TELEPHONE NO.'S 713/223-4567 OR 1-800-669-8344) AND HARRIS COUNTY ENGINEERING 48 HOURS BEFORE STARTING WORK IN A STREET RIGHT—OF—WAY OR AN EASEMENT. 2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE EXISTING PUBLIC AND/OR PRIVATE UTILITY LINES, PRIVATE PIPELINES, RAILROAD TRACKS AND RELATED FACILITIES, AND LUBRIZOL'S ON —SITE FACILITES DURING THE CONSTRUCTION OF THIS PROJECT. ALL DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH THE OWNING AUTORITY'S STANDARDS AND SPECIFICATIONS WITH NO COST TO THE OWING AUTHORITY, THE LUBRIZOL CORPORATION, HARRIS COUNTY, CITY OF LAPORTE, THE ENGINEER, OR THE SURVEYOR. 3. CONTRACTOR SHALL NOTIFY THE CITY OF LA PORTE'S PUBLIC WORKS DEPARTMENT AND CITY ENGINEER (TELEPHONE NO. 281-471-5020) 48 HOURS BEFORE STARTING WORK ON THIS PROJECT. TRAFFIC CONTROL NOTES 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART A OF THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (TEXAS M.U.T.C.D., MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. NO LANES SHALL BE BLOCKED DURING THE HOURS OF 7:00 AM TO 9:00 AM, AND 4:00 PM TO 6:00 PM MONDAY through FRIDAY. 3. CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN EACH DIRECTION - DURING WORKING HOURS. 4. CONTRACTORS SHALL COVER OPEN EXCAVATIONS WITH STEEL PLATES ANCHORED PROPERLY DURING NON —WORKING HOURS. 5. OFF —DUTY UNIFORMED OFFICERS OF THE LAW ARE REQUIRED TO DIRECT TRAFFIC WHEN LANES ARE BLOCKED. 6. IN THE EVENT WHEN NO "TRAFFIC CONTROL PLANS" EXIST AS A PART OF CONTRACT DRAWINGS, CONTRACTOR MAY PREPARE THE PLANS* AND SUBMIT TO HARRIS COUNTY INDEXOF DRAWINGS SHEET NO, 1 DESCRIPTION COVER SHEET PROPOSED 8" WATERLINE PLAN & PROFILES 2 STA. 22+00 TO 27+00 3 STA. 27+00 TO 32+00 4 STA. 32+00 TO 37+00 5 STA. 37+00 TO 41 +50 6 STA. 41 +50 TO 46+00 PROPOSED 3" WATER SERVICE LINE PLAN & PROFILES 7 STA. 0+50 TO 5+50 8 STA. 5+50 TO 10+50 9 STA. 10+50 TO 15+50 10 GENERAL CONSTRUCTION NOTES & STANDARD DETAILS 11 GENERAL PIPELINE AND UTILITY NOTES 12 CITY OF LAPORTE STANDARD WATER DETAILS PERMIT DIVISION FOR APPROVAL PRIOR TO IMPLEMENTATION. reTHESE PLANS SHALL BE DRAWN TO SCALE ON REPRODUCTION MYLARS AND'';s.SEALED BY A REGISTERED PROFESSIONAL ENGINEERING IN THE STATE OF TEXAS..........DLDBERGPLANS WILL BECOME A PART OF THE CONTRACT DRAWINGS. . L. BE...1ENV U�A / 7�Zt, CITY OF LAPORTE, TEXAS DOUGLAS K. KNEUPPER, P.E. CITY ENGINEER LANOTECHI CONSULTANTS, INC. CIVIL ENGINEERING - LAND SURVEYING � 3/-00 G ) NORTH LOOP TA GLAS K. KNEUPPER, P.E. 2627 NORTH LOOT r1TEi'ST CIT ENGINE FOR THE CITY OF LAPORTE, TEXAS SUITE 224 HOUSTON, TEXAS 77008 (713) 861-7068 FAX (713) 861-4131 JOB NO. 990257 SHEET 1 OF 12 DRAWING # 840-0-1703 I' I� a z 0 a LL L a w ❑ w z rt 0 _ O .w m z z ❑ w a � ❑ �L rr o ¢ 17-1 0 a 0 z 2 W Q 0 0 o u z � �o COD - FW+ o W , w� o� U Qa O a z s C �'a 7 N W REVISIONS HL&P NOTE: o NO. DATE REMARKS BY APP. - M z - _ - i •ZI• EVLS_D •L,6FF5S7WW Texas law Article 1436c, prohibits all activities in which -' ¢ A2PIED M01F- iC persons or equipment may come within six feet of w U c� 'o AtcKlS NT energized overhead power lines, and. Federal Regulations, Title 29 part 1910.180(1) and part 1926.550(a) (15) a ¢ a 11-cs� O P=vism WAT k� tS4eea require a minimum clearance of ten feet from these . Uj _M N facilities. The above laws carry both criminal and civil liabilities, d th cthe rsafety sunder gtheselylaws. N i ofactors responsiblelfor workers w 3 �1 If you or your company must work near overhead power lines, call (713) 228-7400 for the lines to be ROADWAY B A Y AREA BOULEVARD _ _ ROADWAY de -energized and/or moved at your expense. _ s� ASELINE _ _ F�� o �1 JO ROW) s' ° � d' _ 68'.. s� BENCHMARK: 3f�/8 IRON ROD LOCATED AT 5-FEET OFFSET REFERENCE POINT —PROP. PWL 14" STEEL CASING FROM BAY AREA BOULEVARD'S WEST EDGE OF GATE VALVE — , PIPE 5 16 ` MIN.THK.) SEALED o to 20 PAVEMENT APPROXIMATELY-1673-FEET SOUTH OF UNION PACIFIC RAIL ROAD CENTERLINE. STA. 2'2+67.2 1-8" WET CONNECTION EXIST. 12" WATER 0- AT BOTH ENDS. —41 ELEVATION: 50.00 LANDTECH CONSULTANTS 2000) OFFSET 15.4' RT. SERVICE LINE TO .. to d Z SCALE: 1" = 20' EXIST. 8" COASTAL WATER ' � ROHM & HAAS IN W V 16 CASING /ENT '� -� p (p 0 FLOOD PLAIN INFORMATION: "X", AUTHORITY WATER INE � O w � „ oo O . 'PROP. 8" C-900 EXIST. 16" COASTAL THIS PROPERTY IS LOCATED IN ZONE OUTSIDE THE 500 YEAR FLOOD PLAIN PER �Z PROP. 8 C-900 EXIST. 8" COASTAL WATER ( +ZF- PVC WATER LINE, WATER AUTHORITY EMA'S FIRM MAP NO. 48201CO745J DATED 0_ .I "A" PVC WATER LINE AUTHORITY WATER LINE to 0 Li! WATER LINE NOVEMBER 6, 1996, BASELINE N rJ. N 22+00 �� o+ BASELINE »A» EXIST. 3" Z ?' s �� r� 9 �s x TOP OF BA sf PRIVATE PIPELINES SHOWN GATE VALVE Z s "e> �s TOP OF BANK s_ ' o o A�9 a' �'� s? "' �'�' x Q 2 ? TOE OF SLOPE EE EP.nrATELargpATFD%3I-Da Channel Industries Gas _ 's ff%li, F � m _ A s� 6 y DITCH FL 9� a S_ r 00 FL o An El Pas Energy Co. y� TOP OF — 9 J 6 s9_' o p ® ` e OE OF I Z iEPAfO �rrECDATED (6-S-DD Tejas Gas =SEF-' FFP 1!ATE LI pd°rm =z7.pD WEST R.O. W. 090� o m Q m a WEST R.O.WUJI (� Enron Gas Pipeline L U) .-. . I EXIST. 8" C-900 w PVC WATER MAIN ? EXIST. CHAIN -LINK "i I 4' HOUSTON PIPELINE CO. (NATURAL GAS) x - ~ x w s o r 4" HOUSTON PIPELINE CO. (NATURAL GAS) TEPPCO Crude i X K w FENCE < c JF �GP tcArELT[ER�dTGQ [�'ZifDp O F ¢ A � PROP. 8" C-900 12 0 H L. & P EASEMENT (j� I ,pg Belmont Pipeline 1:D.--- Fuels Co.) z w R, PVC WATERLINE . . FRIENDSWOOD DEVELOPMENT) 0 O W (EGP NOTICE: AT LEAST 48 HOURS BEFORE EXCAVATING REMOVE 8" PLUG AND v' LUBRIZOL CORP.— LL! CONNECT PROP. 8" W.L. GOODYEAR TIRE o EXIST. 6" WATER,- STA. 24+30 �� z I ��� � (n " U SERVICE LINE TO 1-1" AIR RELEASE 1 s s " Q B A YP 0 R T CV TO EXIST. 8 W.L. s so AN CO.w w GOODYEAR VALVE W/BOX Xs o .L' �' 'o � IN STREET R.O.W. OR EASEMENTS CALL THE UTILITY COORDINATING6COMMITTEE PLANTEST E _U I DO_z (�,�, z' R' EXIST. COASTAL WATER AUTHORITY 18" LINE a U U ��J ACREAGE PRIVATE UTILITY LINES SHOWN *A o' NOTE - I z 0 O � oo ° o� �y� s qs CONTRACTOR SHALL MAINTAIN ICOADStDE DITCH AT ORIGINAL - l3ETT�R -M1<0UG14bUT !/✓� Relion t�ae g� TEJAS SITE �Q Z Q 01Z CON�1770A] Coastal Water Authority 3" TEJAS GAS BAY ORT-GOODYEAR LATERAL PIPELINE - _ . . I l GONS-rizuG.rION o� TN 15 P►zn?ECT. I m Y �OQ —v� Southwestern Bel Telephone Co. Q ' Bz > WW Z o>>>� X m Z SPECIAL NOTE TO CONTRACTOR: valifar o Year w w w Y EE ¢ CONTRACTOR SHALL REFER TO SHEET C-11 FOR UNION Reliant ergy Hot; ton Lighting & Power Co. > 3 W o o o zo w > 0 o_ as `Lw»» o n: •: w a_ , „ PACIFIC RAILROADS PIPELINE INSTALLATION -ENGINEERING (Approva only for crossing underground ductlines p o: U ¢ o: o: o: U w w3z��� o -i a- SPECIFICATIONS AND SAFETY INSTRUCTIONS FOR unless otherwise noted. .Valid at time of Review Only. M z zw a. _ 3 aZ z I _ '¢0 R = a CROSSING UNDER RAILROAD TRACKS. cc w e ¢ oM a - 3 of 1 a3333 N X N 0 O F T e�9s •.. •. RAILROAD ' RAIL OAD 54 R.O. LIN 25' 2 R.O. LINE....................... LAWRENCED. GOLDBERG - TOP RAIL .................. •�'� 63531 — -- - - - EAST T P �"FSSl�CENS6�G\?� EAST TOP - - - - - \ / - - - IST. B LIT q 7/&// Ei ! 52 OF BANK - / - - - - _ - 1 , - - — - -- -- - LANDTECH CONSULTANTS, INC. - - - wEs R.O.W. CIVIL ENGINEERING o LAND SURVEYING WEST OF BANK ( 2627 NORTH LOOP WEST R ILR AD _ SUITE 224 50 V TEXAS 77008 OF B lop—� NK j WESTHOUSTON, - " — (713) 861-7068 E IST. 24" R.C.P.AP' CULVERT C SING' PROP 8"C 900 PROPOSED WATER LINE EXTENSION 48 Z PVC WATERLINE W 48 TO LUBRIZOL'S BAYPORT PLANT SITE DITCH FL 2-EXIST. 39 __ �n ov I ES RAIN D IR'1Si PROPOSED 8" WATER LINE TSRCP PLAN AND PROFILE -- _ 2 CULyERTS ''1t''° I SEA CAST G —DITCH FL J - STA. 22+00 TO 2�+00 46 46 - � THERE ARE NO PROPOSED SUBDIVISIONS „ EXIST. 8" COASTAL W TER _ O PLATS ASSOCIATED WITH THESE PLANS EXIST. C90 00 COS MI ITER to ks TCOR T A E � i ~ �® C 1 1 1 L E CITY XIST 1 44 POP. " C 900 ATER RI TE N ®D CH L N 68 LLJ 44 _ DEPARTMENT OF PUBLIC WORKS AND ENGINEERING 00 P C WATER INE NL_EXIST. Z .o. u M STM. NHOLE SWR. ASIN PIP ( 6 " IN.TH .) O g REVIEWED BY • I" EXI T..12" ATER E E LE N PRIVATELY FUNDED PUBLIC WORKS CITY FUNDED PUBLIC WORKS 42 EX GA STING E VAL 8 RO " % RRO 16" M & H CASING IN E,W) ! 1 �T W 42 WATER ° E I TO EXIST. 8"W.L. XIST. 6' WATE W A THO ITY WA ERLINE ERV CE OODYE LINE T R W - J r IN .t ® ! ! * WASTEWATER PROJECT MANAGER 4 0 � EXI AUTHORITY T. 8" COASTAL ATER WATER LINE ®� I v � 40 STORM WATER CONSTRUCTION I 8" -90 ROP. 8" -90Q STREET & BRIDGE CHIEF ENGINEER PROP L C G ASTAL 'ATER AL C SING OTHER APPROVAL 38 I C A THORI WAT R LINE p 38 UNION PACIFIC RAILROAD SPECIAL NOTES: OTE 1. THE PROPOSED 8" WATER LINE IS PARALLEL TO AND GENERALLY EXIST. WATER 18" COASTAL AUTHORITY P 0 C p0 WAT R A TH RITY . OAS AL BELOW THE EXISTING 16 AND 8 COASTAL WATER AUTHORITY TRAFFIC AND TRANSPORTATION SPONSOR DEPARTMENT PVC WA LINE Wy EQU ST THAT A EX LO- 36 I I WATERLINES FOR SIGNIFICANT BOULEVARD. THE CONTRACTOR TO SHORE THE PROPOSED 8" DISTANCES ALONG BAY AREA SHALL EXERCISE MAXIMUM CARE WATERLINE TRENCH SUCH THAT TEE ONNEC oN"(w) CL RAILROAD ACK RES N D INTS ATOTY IND —'�" W B DU TO 36 r� CITY EN�ItGI E•ER ` ✓ / DATE THE CWA WATERLINES ARE NOT DISTURBED. �Q [:0F Q p OVAL - LON o. WI H FIELD LOCAT IN( STANDARD PROFILE LEGEND DITCH FLOWLINE - - 2. UNLESS OTHERWISE NOTED, ALL CHANGES IN PIPELINE AND HORIZONTAL ALIGNMENTS SHALL BE ACHIEVED BY VERTICAL DEFLECTIONS DIRECTOR OF PUBLIC WORKS AND ENGINEERING DATE EE SEP trA L1r EIC D-r D_X L%j I Z OO 'Rom ! HA S P NOR TO ANY WEST R.O.W. LINE ! j 34 WEST TOP OF BANK EAST TOP OF BANK — — j IN THE PIPING JOINTS IF BEND FITTINGS AT ALL BENDS. IN LIEU ARE USED, OF USING BEND FITTINGS. JOINT RESTRAINTS SHALL - HOWEVER, BE INSTALLED li< A L M A ! V ( ; ORI G ACROSS T E U. . R.R. 34 SUBMITTED: JULY, 2000 SCALE:' H: 1" = 20' V: 1" = 2' DESIGNED BY: WWA DRAWN BY: NLIII -: 14 E. �l�'FOS D I! t/Y T LIN C I V f•+ 'J - tTs-_ _ __ DATE: JULY 20, 2000 SHEET No, 2 OF 12 SHEETS JOB NO.: 990257 32 ! ( ! ! ! ! ; ! ! ! 32 SURVEY BY: LANDTECH CONSULTANT F.B. NO. CITY DWG. NO. C _ 2. 22+00 23+00 24+00 °25+00 26+00 27+00 UwU tILL: 04U—U—I /UJ a: \yav<a/ \rrmnuvu`ian I I \\ 6" TEP CO CRUDE OIL PIPELINE REVISIONS HL&P NOTE: NO. DATE REMARKS BY APP. Texas law Article 1436c, prohibits all activities in which ,\ E FUELS CO. STEEL HP, persons or equipment may come within six feet of PROD CTS LIQUIDS PIPELINES energized overhead power lines, and Federal Regulations, HIE Title 29 part 1910.180(1) and part 1926.550(a) (15) require a minimum clearance of ten feet from these . facilities. The above laws carry both criminal and civil ownbeing �for th cthe rsafety dworkers ofactors responsible undertheseleallYlaws. ' ROADWAY n V n Q E ^ BOULEVARD, ROADWAY PAY AREA it % � �1 If you or your company must work near overhead for the lines to be power lines, call and/or moved at de -energized and/or moved at your expense. — (150 R.O.W.) BENCHMARK: j . 3/8" IRON ROD LOCATED AT 5-FEET OFFSET FROM BAY AREA BOULEVARD'S WEST EDGE OF EGP FUELS COS STEEL HP, \ _ .. Z J ' PRODUCTS LIQUIDS IPELINES ';, � Q 10 20 4 0 0 � - OAVUN ON APPROXIMATELY 1673-FEET SOUTH IL ROAD CENTERLINE. ELEVATION: 50.00 (LANDTECH CONSULTANTS 2000) � 0- O Zo SCALE. 1 = 20, W W Z - � EXIST. 16" COASTAL \ 0) (l co Exlsr. 1s" COASTAL 30" EL PASO ENER Y HP 14' r Z _ FLOOD PLAIN INFORMATION: THIS PROPERTY IS LOCATED IN ZONE "X", =J WATER AUTHORITY WATER AUTHORITY -I OUTSIDE THE 500 YEAR FLOOD PLAIN PER WATER LINE GAS PIPELINE w/36" CASING 0 Q W WATER LINE FEMA'S FIRM MAP NO. 48201CO745J DATED =(V f7 V.V) NOVEMBER 6, 1996. U DO BASELINE "A" " BASELINE A 8 � Q TOP of BANK o o� Q PRIVATE PIPELINES _sue �� W _ _ - - - W :2 T nnSHOWN SEESEPAICA'TEtr-TT>5.1Sy_mD731-00 - - - I i 0 'a' — � Channel Industries Gas An El Paso Energy Co. 0 tea, —DITCH FL � xar's DIT H FL Q >a � 9Y �a 1W W '- TOE OF SLOPE ��s - w ns to o ., ��� s� J� W JEEIEPLUtA't'EtETrERDATED Ln"R•bU Tejas as T �� v N N M SFECEPArATe- Et7EK DATEb ivy-Dn Q TOP OF BANK WEST R.O.W. �s FA ��o �o „ WEST R.O.W. PROP. 8 C-900 \ Enron Gas Pipeline _ 1VED Y�� 7 17 �Q �TPP_CO - 4" HOUSTON PIPELINE CO. (NATURAL GAS) PVC WATER LINE \ �--- Crude Oil (n PROP. 8" C-900 E��NEco SE~CSEPSCCATE �TED [,a 27,D0 PVC WATER LINE 4� P` ACREAGE \ ETTER Belmont Pipeline I.D. (EGP Fuels Co.) < ACREAGE Z 2 BASELINE �� LUBRIZOL CORP.- NOTICE: REFERENCE POINT �'' B A YP O R T co z L U B R I Z 0 L C O R P.- PIPELINE MARKER \ \ >9 STA. 27+47.O �� AT LEAST 48 HOURS BEFORE EXCAVATING ENTS CALL ITHETUT LITY w 0 . w B A YP 0 R T OFFSET 40.4' RT. ;. COORD NATINGMCOMMITTEE 223-4567 m �� 9 ��9 SPECIAL CONTRACTOR NOTIFICATIONS: �V x�� �� THE CONTRACTOR SHALL CONTACT THE FOLLOWING BY PHONE AT LEAST 48 HOURS PRIVATE UTILITY LINES SHOWN PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY AT OR NEAR THESE EXISTING W<1 PIPELINE FACILITIES. 0 )-UVIAM " ��' � X TEXAS EXCAVATATION SAFETY SYSTEM (TESS) 1-800-344-8377 ~� o x Q9 Fs : Reliant ergy Ent _ Ao EGP FUELS COMPANY Office: (281) 470-4917 Z w w w w W w w (Enron Gas Pipeline Group) Pager: (713) 978-0873 J = w w y Contact: Mr. Lewis Kopecky, On -Site Inspector Mobile: (713) 865-6356 Coastal Water Authorl a < < a a WaW � M EL PASO ENERGY COMPANY (281) 331-4693 X2024 w w ��K W W (Channel Industries Gas Company) or Southwestern Bell Telephone Co. �aaa :j � !'Y Mr. Mark Bardwell (713) 420-2131 and (713) 420-6000 Vol for one Year w w Uj o:aoa a- a �o W WN�� << Note: In the event of an emergency, the Contractor shall call 1-800-203-1347 (4'lft�/Vi�� a SPECIAL NOTE TO CONTRACTOR a w w<o:< a a. eian• rgy o on Lighting & Powe oz THE CONTRACTOR SHALL REFER TO SHEET C-11 FOR zo 0 0(00 oz zo �W TEPPCO CRUDE OIL (NGL Pipeline) Office: (361) 798-3555 (Approva only for crossing underground ductlines N PIPELINE COMPANY REQUIREMENTS FOR THE CONSTRUCTION (n a < 0 (n N �� Mr. Joe Mason Fax: (361) 798-3117 unless otherwise noted. Valid at time of Review Only. AND INSTALLATION OF NEW UNDERGROUND WATERLINE ° a Ma-M a o =a Mobile: (361) 798-6684 oz oz IMPROVEMENTS CROSSING THEIR RESPECTIVE PIPELINES. d dwwuj _ _ ma. COASTAL WATER AUTHORITY Mr. Ralph Rundle (713) 658-9020 e�9 �'•. IF IF LDBERG ....................... (Dw�c ;'��: ��`EAS �� !�00 TOP G 52 OF BANK LANDT CH CONSULTANTS, INC. EASTTOP CIVIL ENGINEERING o LAND SURVEYING N 2627 NORTH LOOP WEST -- — -- -- SUITE 224 0 LL — -- -- — -- -- �_- - --- ---- 0 BANK WEST T P HOUSTON, TEXAS 77008 - OF BAN< (713) 861-7068 W d > a _ - - — — - — - - - W EST R. .W. _ _ - -- - - WEST R.O.W. PROPOSED WATER LINE EXTENSION z� o ¢ Z� 48 48 TO LUBRIZOL'S BAYPORT PLANT SITE o Z 4 0 ¢ _ _ PROPOSED 8" WATER LINE �¢ o PLAN AND...... PROFILE...._.. _ _—_.. -_ - - -olT _ ¢ z DI CH FL H FL STA. 27+00 TO 32+00 9 46 46 �W" 5 a --- W THERE ARE NO PROPOSED SUBDIVISIONS Z PLATS ASSOCIATED WITH THESE PLANS -- Z N CITY O F LAP O RTC.. '...X oo a c.1 0.�l 44... _. .. 44 _ DEPARTMENT OF PUBLIC WORKS AND ENGINEERING W W XIST. 1 " COA TAL WA ER Q REVIEWED BY IITHOR TY WATERLINE PRIVATELY FUNDED PUBLIC WORKS CITY FUNDED PUBLIC WORKS 0 -EX AUTHORITY WATERLINE WATER 42 O 42 I W EXI T. 6" E P FUEL — - -�Ld WATER 1'. V) * T E EXI TING IPELI ES ARE SHOWN A BOTH THEIRCo. PIPELIN _ _ --- -- -- - --- WASTEWATER PROJECT MANAGER ivl*T HOR NTH N - �L-0 T16N -� ONLY A D WH RE T �Y S ALL C OSS HE AIGNME T 40 0 THE PROP SED WAT RLINE " 40 STORM WATER CONSTRUCTION TEPP o CRUD _ P OP. " C 900 N PVC WATER LINE ` PRC • 8" C-9 C STREET & BRIDGE CHIEF ENGINEER — -xlsT-3 " L-P - -- -- - -- - PVC WAT R-LI N E--r— l"NERGY PIPELINEOTHER APPROVAL p 38 / 36' ASING 38 SPECIAL NOTES: ' UNION PACIFIC RAILROAD 1. THE PROPOSED 8" WATER LINE IS PARALLEL TO AND GENERALLY BELOW THE EXISTING 16' AND 8 COASTAL WATER AUTHORITY TRAFFIC AND TRANSPORTATION SPONSOR DEPARTMENT _ WATERLINES FOR SIGNIFICANT DISTANCES ALONG BAY AREA 36 36 $"_ RAN. BOULEVARD. THE CONTRACTOR SHALL EXERCISE MAXIMUM CARE _ _ TO SHORE THE PROPOSED 8" WATERLINE TRENCH SUCH THAT CI ENGI ER DATE THE CWA WATERLINES ARE NOT DISTURBED. STANDARD PROFILE LEGEND DITCH FLOWLINE - 2. UNLESS OTHERWISE NOTED, ALL CHANGES IN PIPELINE VERTICAL DIRECTOR OF PUBLIC WORKS AND ENGINEERING DATE WEST R.O.W. LINE — — AND HORIZONTAL ALIGNMENTS SHALL BE ACHIEVED BY DEFLECTIONS SUBMITTED: JULY, 2000 DESIGNED BY: WWA 34 WEST TOP of BANK IN THE PIPING JOINTS IN LIEU OF USING BEND FITTINGS. HOWEVER, 34 - EAST TOP OF BANK - — — — — - PR P. " C- 00 - - IF BEND FITTINGS ARE USED, JOINT RESTRAINTS SHALL BE INSTALLED SCALE: H: 1• = zo' BY: NLIII AT ALL BENDS. V: 1" = 2' DRAWN PV WA ER LINE DATE: JULY 20. 2000 SHEET N0. 3 OF 12 SHEETS - --- -- -- -- -— --------------- ----- - -- ----- - -- JOB NO.: 990257 CRY DWG. NO. C-3 t32 - 32 SURVEY BY: LANDTECH CONSULTANTS F.B. Na. 27+00 28+00 29+00 30+00 31+00 32+00 DWG FILE: 840-D-1703 S:\990257\PPMAINLNSHT2 _ REVISIONS HL&P NOTE: NO. DATE REMARKS BY APR EAST R.O.W. /"'EAST R.O.W. •• Texas law Article 1436c,. prohibits all activities in which / persons or equipment may come within six feet of - energized overhead power lines, and Federal Regulations, Title 29 part 1910.180(I) and part 1926.550(a) (15) require a minimum clearance of ten feet from these . facilities. The above laws carry both criminal and civil liabilities, with contractors and owners being legally responsible for the safety of workers under these laws. If you or your company must work near overhead power lines, call (713) 228-7400 for the lines to be - - - - de -energized and/or moved at your expense. w BENCHMARK: 3/8" IRON ROD LOCATED AT 5-FEET OFFSET TT FROM BAY AREA BOULEVARD'S WEST EDGE OF � PAVEMENT APPROXIMATELY 1673-FEET SOUTH--_ OF UNION PACIFIC RAIL ROAD CENTERLINE. ELEVATION: 50.00 (LANDTECH CONSULTANTS 2000) o to 20 ao FLOOD PLAIN INFORMATION: SCALE: 1" = 20' THIS PROPERTY IS LOCATED IN ZONE„X„ , OUTSIDE THE 500 YEAR FLOOD PLAIN PER FEMA'S FIRM MAP NO. ..482O1CO745J DATED NOVEMBER 6, 1996. BAY AREA BOULEVARD ROADWAY PRIVATE PIPELINES SHOWN (1 50 R.O.W.) in-m 6-Tun RDA L1i hanne>IPdusustries Gas Paso Energy Co. An El Z .. .. �--v%A AtF cr & DATED Ln R •bb J Tae LOp aJ Z ���ee-tF ETTER PAT Le n—m nron Gas Pipeline / '.CL ...I O Q W EXIST. 16" COASTAL WATER AUTHORITY .. EXIST. 16" COASTAL WATER AUTHORITY .. WATER LINE p m 'f' Ln E ETTERI fS_�� DATED 7-1 ID TEPPCO Crude Oil' W WATER. LINE .F ��� I— R 7- p D _p BASELINE �A,� s J Q pekoe I.D. �9 �oT OF BANK W, L 2 a (EGP Fuels Co.) GP F o �W — — o — — w — — — — — — A — — LL (_ NOTICE: a N (n _ 10 w ,TO OF SLOPE ��_ 0 �� _ y TO OF SLOPE_ ® �Dll�i � Q W AT LEAST 48 HOURS BEFORE EXCAVATING a H"FL Fr — 6 �-.— A W/� IN STREET R.O.W. OR EASEMENTS CALL g s E OF SLOPE oo sF 6 6E OF SLOPE A A� THE UTILITY COORDINATING COMMITTEE 67 p Ziii� V , PRIVATE UTILITY LINES SHOWN TOP OF BANK - a a � ❑ wEST R.o.w. � �- �. PROP. 8 C-900 ,. „ PROP. 8 wEST R.O.W.. C-900 Q I— 81l��0 a o PVC WATER LINE PVC WATER LINE t�4'Sll/ Relian nergy En z STA. 32+60 a ACREAGE 1-8" G.V. W/BOX �� ACREAGE Coastal Water Author y LUBRIZOL CORP.— «� 7-3/—dD Southwestern Bell Telephone Co. ��� BAYPORT - � Vali for One Year gAlp — Relian ergy Ho on Lighting & ower-T.o f (Approva only for rossing underground ductlines �UBRIZOL CORP.— unless otherwise noted. Valid at time of Review Only. BAYPORT ,� OF D.GOLDBERG �� O ............... .. P'�� 63531 o"�s.l� SPECIAL NOTES: 1. THE PROPOSED 8" WATER LINE IS PARALLEL TO AND GENERALLY �� BELOW THE EXISTING 16" AND 8" COASTAL WATER AUTHORITY WATERLINES FOR SIGNIFICANT DISTANCES ALONG BAY AREA LANDTECH CONSULTANTS, INC. BOULEVARD. THE CONTRACTOR SHALL EXERCISE MAXIMUM CARE TO SHORE THE PROPOSED 8" WATERLINE TRENCH SUCH THAT CIVIL ENGINEERING o LAND SURVEYING w a THE CWA WATERLINES ARE NOT DISTURBED. 2627 NORTH LOOP WEST Z SUITE 224 WO s HOUSTON, TEXAS 77008 >� w¢ a (713) 861-7068 z � o I o PROPOSED WATER LINE EXTENSION 0 o z 52 _ — 52 TO LUBRIZOL'S BAYPORT PLANT SITE PROPOSED 8" WATER LINE o os 0 o EAST OP PLAN AND PROFILE W o -- — a N __ _ — FS6Ai° - STA.. 32+00 TO 37f00 � 50 50—WEST — -- — a a TOP— ---- -- ---- -- — ---- -- ---- -- ---- -- — ---- -- ---- -- ---- -- — ---- -- ---- -- --- THERE ARE NO PROPOSED SUBDIVISIONS W O OF B NK WES W OF — TOP — ANK PLATS ASSOCIATED WITH THESE PLANS NESTR. .W. _ — - — — CITY OF LAPORTE P 48 - — sT-- Z 48 DEPARTMENT OF PUBLIC WORKS AND ENGINEERING . : . REVIEWED BY LJ _I - PRIVATELY FUNDED PUBLIC WORKS CITY FUNDED PUBLIC WORKS DI H FL DITCH FL — -- -- — U 46 46 — — — r WATER _ c� G w MANAGER — — — 0,..... * WASTEWATER PROJECT _ 44 _ — — — ZLd .. p 44 STORM WATER CONSTRUCTION EXIST 16" COASTAL A L i Ld O ' AUTH RITY TERLIN — v STREET & BRIDGE CHIEF ENGINEER PROP 8" 13-900 OTHER APPROVAL 42 PVC NATER LINE" Q 42 j _..._ UNION PACIFIC RAILROAD - TRAFFIC AND TRANSPORTATION SPONSOR DEPARTMENT 40 40 6P _ CITY ENGI E DATE PROP. 8" C-9 O STANDARD PROFILE LEGEND ' DITCH FLOWLINE -PV WATE INE DIRECTOR OF PUBLIC WORKS AND ENGINEERING DATE WEST R.O.W. LINE — — 38 - 38 WEST TOP OF BANK _ SUBMITTED:JULY, 2000 DESIGNED BY: WWA ' - EAST TOP OF BANK — — SCALE: H: 1" = 20' V: 1" = 2' DRAWN BY: NLIII DATE: JULY 20, 2000 SHEET No. 4 OF 12 SHEETS - - _ JOB NO.: 990257 CRY DWG. NO. ('�_ A l� `t 36 - 36 SURVEY BY: LANDTECH CONSULTANT F.B. "°' 32+00 33+00 34+00 35+00 36+00 37+00 j D FILE: 640—V—i703 A: \ynv�oi \�cmnuvuvonw LU M z w Wo z o F W o c° o — W U 0 z 0 "y N C) O U) Pi WE ROADWAY . sr, EXIST. 16" COASTAL WATER AUTHORITY WATER LINE 191.�a►_�e�� REVISIONS EAST R.O.W. NO. DATE REMARKS BY APP7 HLBCP NOTE: Texas law Article 1436c, prohibits all activities in which persons or equipment may come within six feet of energized overhead power lines, and Federal Regulations, Title 29 part 1910.180(1) and part 1926.550(a) (15) require a minimum clearance of ten feet from these . facilities. The above laws carry both criminal and civil - liabilities, with contractors and owners being legally responsible for the safety of workers under these laws. If you or your company must work near overhead power lines, call (713) 228-7400 for the lines to be de —energized and/or moved at your expense. BENCHMARK: 3/8" IRON ROD LOCATED AT 5-FEET OFFSET FROM BAYAREABOULEVARD'S WEST EDGE OF PAVEMENT APPROXIMATELY 1673-FEET SOUTH OF UNION PACIFIC RAIL ROAD CENTERLINE. ELEVATION: 50.00 (LANDTECH CONSULTANTS 2000) W FLOOD PLAIN INFORMATION: THIS PROPERTY IS LOCATED IN ZONE „X„ OUTSIDE THE 500 YEAR FLOOD PLAIN PER FEMA'S FIRM MAP NO. 48201CO745J DATED NOVEMBER 6, 1996. ROADWAY BAY AREA BOULEVARD 20' 40 �. PRIVATE PIPELINESSHOWN y (150 R.O.W.) ". � SCALE: 1„ = 20' BASELINE SEL7SERAKMI TEIR PA EO-3I-DD REFERENCE POINT Channel Industries Gas An El Paso Energy Co. TRAFFIC SIGN STA. 38+27.7 SEC—*PAr4TE LFiTE9 0= D� Tejas Gas OFFSET 1.7. LT. AU Z P.ArAi� GTLER'p��7-D� EXIST. COASTAL P WATER AUTHORITY _.) Enron Gas'ipeline WATER LINE Dmrr 7-17-DD TEPPCO Crude Oil 00 4� f 0 U c 'C n �� w� k .°, ss TOP OF BANK Q W -. : JtCSont F'PAZRine o E ZIMR Q41ED �o-Z7 DO TOP OF BANK s — — — — — — — W (EGP Fuels Co.) lip o 0 NOTICE: DITCH FL 'a TOE OF SLOPE _ raj A6' Ln (yJ AT LEAST 48 HOURS BEFORE EXCAVATING pa a� �� TOE OF SLOP s + W IN STREET R.O.W. OR EASEMENTS CALL s� �� ?� �4 .— THE UTILITY COORDINATING COMMITTEE �? 223-4567 1E'� TOP OF BANK a PROP. 8" C-900 �� �9 TOP of BA — Q PRIVATE UTILITY LINES SHOWN PROP8 PVC WATER LINE . " C-900 LUBRIZOL CORP.— PVC WATER LINE Tl• ��'L1J�Vt� Reliant nergy Ent T �� BAYPORT Gee LUBRIZOL CORP.— ACREAGE Gaastal Water Aath ,ty BAYPORT��� Southwestern Bell Telephone Co. Vali for One Year f2 t• elian rgy ou n Lighting & Power o. (Appro cluctlines unlevotherwise noted Valid attime for sinVdgdof unless Review Only. ��� ................. . O •LAWRENCE D.• GOLDBERG • z c� E 63531 04. `1�7a,`Oo LANDTECH CONSULTANTS, INC. CIVIL ENGINEERING o LAND SURVEYING 2627 NORTH LOOP WEST SUITE 224 HOUSTON, TEXAS 77008 (713) 861-7068 52 PROPOSED WATER LINE EXTENSION TO LUBRIZOL S BAYPORT PLANT SITE _ PROPOSED 8" WATER LINE AST To D PLAN AND PROFILE— - F BAN STA. 37+00 TO 41+50 _ 50 LL WES OF TOP ANK -- — -- -- --- -- ---- — - - - - -- ------ - — ---- ---- -- WEs r TOP THERE ARE NO PROPOSED SUBDIVISIONS PLATS ASSOCIATED WITH THESE PLANS — — F-11 AN 48 - - - - - - - — _ — CITY OF LAPORTE E�T _ _ 48 d WE T R.O. DEPARTMENT OF PUBLIC WORKS AND ENGINEERING I— DIT H FL U REVIEWED BY W PRIVATELY FUNDED PUBLIC WORKS CITY FUNDED PUBLIC WORKS 46 G tAj 46 (n — E A IST. 16" THORIT COAST WATE ATE WA INE — O WATER Eyf1 t6=G W AUTH RITY TERUN --- Ln 44 +Uj *WASTEWATER PROJECT MANAGER �- - 44 T U STORM WATER CONSTRUCTION U) v ♦ PRO 8" —90 �.. Q STREET & BRIDGE CHIEF ENGINEER 42 PVC NATE R LINE N 42 OTHER APPROVAL ® - UNION PACIFIC RAILROAD 40 TRAFFIC AND TRANSPORTATION. SPONSOR DEPARTMENT 40 3� STANDARD PROFILE LEGEND 1_PR.0R____F8fL_jC�_—_9f-Q �� CI ENGI E .DATE DITCH FLOWLINE WEST R.O.W. LINE PVC WATER LINE _ 38 WEST TOP OF BANK DIRECTOR OF PUBLIC WORKS AND ENGINEERING DATE EAST TOP OF BANK — — 38 - SUBMITTED: JULY, 2000 DESIGNED BY: WWA SCALE: H: 1" = 20' DRAWN BY: NLIII V: 1" = 2' ._ DATE: JULY 20, 2000 SHEET N0. 5 OF 12 SHEETS 36 JOB NO.: 990257 36 SURVEY BY: LANDTECH CONSULTANT CITY DWG. N0. C-5 37+00 38+00 39+00 F.B. NO. 40+00 41 +00 DWG FILE: 840—D-1703 S: \990257\PPMAINLNSHT4 EAST R.O.W. i W a �o h 5~ O 1 F W o W O a r1 O ~ N 2 nooa o0.°1 0 a w z o o ° w m 2 O zz Q m O w ¢O o 9 z 3 5 42 am] 0 SPECIAL NOTES: 1. THE PROPOSED 8" WATER LINE IS PARALLEL TO AND GEN 0 LIJ Lo W Ln z + z _ In BELOW THE EXISTING 16" AND 8" COASTAL WATER AUTHORITY Y LY V d- V d- WATERLINES FOR SIGNIFICANT DISTANCES ALONG BAY AREA Q BOULEVARD. THE CONTRACTOR Q SHALL EXERCISE MAXIMUM CARE TO SHORE THE PROPOSED 8" WATERLINE TRENCH SUCH THAT ry[-- � I- THE CWA WATERLINES ARE NOT DISTURBED. 0010 03 C0 2. UNLESS OTHERWISE NOTED, ALL CHANGES IN PIPELINE VERTICAL AND HORIZONTAL ALIGNMENTS SHALL BE ACHIEVED BY DEFLECTIONS IN THE PIPING JOINTS IN LIEU OF USING BEND FITTINGS. HOWEVER, IF BEND FITTINGS ARE USED, -JOINT RESTRAINTS SHALL BE INSTALLED AT ALL BENDS. BASELINE REFERENCE POINT WATER VALVE — r ROADWAY BAY AREA BOULEVARD STA. OFFSET R4.4' T. — .4 (150 R.O.Vili:) z off. CL- STA. " 42+54.50 J\ 0 BASELINE INTERSECTION EQUATION 1-8x8" TEE . �'- r� STA. 42+49.50 BASELINE A"= ROP. 8" C-900 1-8". G.V. W/BOX + z E- o0 STA. 1+00 BASELINE "B" PVC WATER LINE V)) PROP. 8" C-900 42'+ "A' . PVC WATER LINE 142 O� BASELINE 4 "0 4 �JO a EXIST. 16" COASTAL WATER AUTHORITY WATER LINE S� > a )ITCH FL "4' s ^ s DITCH FL „ As T E OF SLOPE F s WEST R.O.W. �_ LUBRIZOL CORP. BAYPORT �I 0 CONC. SLAB W/ Q MTL COVER W U Q OVERHEAD ELECTRIC LINE 0 0 z X iOP' F BANK EXIST. CH, O FENCE EXIST. COASTAL WATER I I RN AUTHORITY 10" LINE W/BOX W IZ W �^ 1! / Y� m (.3TYP.)I N + Q LUBRIZOL CORP`.-BAYPORT PLANT SITE OW OZ^ N� '? 0 W J as> a R W Q = ' - ; 4 LJmiJ�W ram- .� W to taN N - n.D_� EAST OP OF B NK _ W ST TOP BANK — WEST R.O.W. W DITCH L DITCH FLOWLINE — WEST R.O.W. LINE — — WEST TOP OF BANK EAST TOP OF BANK — .— — J V 42+00 n l I I I i 43+00 AU EAST TOP OF B INK — — — — _ T TOP — - - - - F BANK — WEST O.W. EXIST. 5" COA TAL W TER AU THO ITY WA ERLINE ITCH FL FAL TER — — s v PROP. 8' C-900 PVC WA R LI E 44+00 d' REVISIONS NO, DATE REMARKS BY APP. HL&P NOTE: Texas law Article 1436c, prohibits all activities in which persons or equipment may come within six feet of — — energized overhead power lines, and Federal Regulations, — - Ttle 29 part 1910.180(l) and part 1926.550(a) (15) require a minimum clearance of ten feet from these . facilities. The above laws carry both criminal and civil liabilities, with contractors and owners being legally responsible for the safety of workers under these laws. If you or your company must work near overhead power lines, call (713) 228-7400 for the lines to be de -energized and/or moved at your expense. BENCHMARK: 3 8" IRON ROD LOCATED AT 5—FEET OFFSET W FROM BAY AREA BOULEVARD'S WEST EDGE OF _ PAVEMENT APPROXIMATELY 1673-FEET SOUTH OF UNION PACIFIC RAIL ROAD CENTERLINE. ELEVATION: 50.00 (LANDTECH CONSULTANTS 2000) iitz FLOOD PLAIN INFORMATION: THIS PROPERTY IS LOCATED IN ZONE "X", o to 20 4o OUTSIDE THE 500 YEAR FLOOD PLAIN PER ROADWAY BAY AREA B O U LE V 0 -� FEMA'S FIRM MAP NO.48201CO745J DATED ROADWAY NOVEMBER 6, 1996. — SCALE: 1" 20' C1.50 R. 0. W. � �� s' PRIVATE PIPELINES SHOWN STA. 47+00 Z J Ch an a Induustnes Gasl R uQ � 7 31-�t! 'I r' — An El Paso Energy Co: - ---- --- 1-8 X6 TEE �¢ 9v 1-6 G.V. W/BOX 0> (Lz �fPAtC1►tE��TtFiZ DATED . B DD �00 1-8 G.V. W BOX. Teas as 1-FIRE HYDRANT o 7_ab +ZF 1-8" PLUG & CLAMP � P ron Gas perino, �1=Ti>rR Od7FD /-.Z 4ra$R0 *0 7 .�0 EXISTING CONC. J-�r'[FQ(�ECETVED)1/IITF 7-17-bb TEPPCO Crude Oil s Q ' CULVERT'.sc,, R LINE To1s0 S AP 0nc-miz DA-MD WATE— - — - T3"elmon rpelme I. , TOE OF SLOPE s o (EGP Fuels Co.) Cla"1 L a aR ^ A6 DITCH FL s �S TOE NOTICE Q6,o E "� ,s go AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL If THE UTILITY COORDINATING COMMITTEE �6 a cp �8 223-4567 WEST R. 0. W. TOP OF BANK / PRIVATE UTILITY LINES SHOWN 9 x OA > 9 PROP. 8" C-900 rcy9� Q v PVC WATER LINE /1 � a Kelron()Energy Er tWx «I CREAGE NOTE: F� I�? Coastal Water Authori',L EXTEND WATER LINE ONE nF ��lGL �l C7 O JOINT BEFORE. INSTALLING PLUG Southwestern Bell Telephone Co. CONSTRUCTION NOTES: �CITYOFLAf(')KM VaPlant' or One Year .� d A Re gy Hous n Lighting &Power CoCONTRACTOR SHALL SECTION OF CHAINUNK FENCING AND ACCESS G4TE WITH LUCY� (Aval only for ossing underground ductlines ALONG R.O.W. TO PROVIDE FOR f JBHGACCESS TO THE PROP. WATER METER x unless otherwise noted. Valid at time of Review Only. NG WITH THE NEW WATER METER AND NEW BACKFLOW PREVENTER. �� so so O PROP. 3" WAZ_METER IN UNDERGROUND C RETE VAULT. WATER METER SHALL BE A 3" SENSUS COMPOUND METER. n *TWO (2) 3 TEES SHALL BIE ILWATED ALOM6 THE MAINLINE 5�: • 0.s O PROP. 3" REDUCED PRESSURE ZONE BACKFLOW PREVENTER IN A REINFORCED INSIDE THE METER VAULT, ONE ON EACH SIDE OFTNEWATEI� ; ;• •°°••:It ENCLOSURE SUPPORTED ON A CONCRETE SLAB. METER'AN D GATE.VALVES, TV ENABLE THE CITY OF LAPOrg �LAWRENCE D. GOLDBERG ® PROPOSED 25'X25' WATER METER EASEMENT. TO INSTALL A TEMPDhAI:Y„ E3y—PASS WITI1 ME7E)Z DUICIN6 ....................... a 63531 Q ANY MAINTENANCE PERIOD <UN THE PrimA WATErMETEf�.cE O PROPOSED CORNER POSTS FOR NEW CHAINUNK FENCING. Li z U LU = 0 W W EL Z © CONTRACTOR SHALL INSTALL A PROPOSED CHAINUNK FENCE, MATCHING THE SAME H z0 H z0DC)� W LANDTECH CONSULTANTS, INC. MATERIALS, HEIGHT, AND CONSTRUCTION CRITERIA AS THE EXISTING FENCE% REAN6—Uj of o zW w � w" z—n FENCING SHALL CONNECT TO THE EXISTING FENCING AT PROP. CORNER POSTS ENT-. THE PROPOSED U 0 U o m CIVIL ENGINEERING o LAND SURVEYING LOCATED ON THE R.O.W. LINE. 2627 NORTH LOOP WEST SUITE 224 HOUSTON, TEXAS 77008 (713) 861-7068 52 PROPOSED WATER LINE EXTENSION TO LUBRIZOL'S BAYPORT PLANT SITE PROPOSED 8" WATER LINE -_ - PLAN AND PROFILE -- OF B TOP _ 50 STA. 41 +50 TO 46+00 NK s TOP OFANK THERE ARE NO PROPOSED SUBDIVISIONS — — — — of — - PLATS ASSOCIATED WITH THESE PLANS STR.OW. 48 CITY OF LAPORTE DEPARTMENT OF PUBLIC WORKS AND ENGINEERING REVIEWED BY UTH Y W 1 C E — -- PRIVATELY FUNDED PUBLIC WORKS CITY FUNDED PUBLIC WORKS THORI AT LINE - - - - 46 D TCH FL _.. WATER - *WASTEWATER PROJECT MANAGER 44 STORM WATER CONSTRUCTION 'd- to STREET &BRIDGE CHIEF ENGINEER � 42 OTHER APPROVAL _ UNION PACIFIC RAILROAD TRAFFIC AND —TRANSPORTATION SPONSOR DEPARTMENT - --- 40 — --- _ , CITY -EN INR DATE PR P-8 -C= DO-- — PV WA R LI E PL G & 6—LAN P DIRECTOR OF PUBLIC WORKS AND ENGINEERING DATE 38 SUBMITTED: JULY, 2000 DESIGNED BY: WWA SCALE: H: 1" = 20' DRAWN BY: NLIII - " DATE: JULY 20,20 0 SHEET No. 6 OF 12 SHEETS JOB NO.: 990257 36 SURVEY BY: LANDTECH CONSULTANT I 46+00 No. CITY DWG. NO. C_6 F.B.47+00 V DWG FILE; 840-D-1703 S: \990257\PPMAINLNSHT5 i REVISIONS HL&P NOTE: `✓ "- - NO. DATE REMARKS BY IAPP. N Texas low Article 1436c,prohibits all activities in which. tp - persons or equipment may come within six feet of ?� energized overhead power lines, and Federal Regulations, W O M Title 29 part 1970.180(I) and part 1926.550(a) (15) Of W require a minimum clearance of ten feet from these . _ - facilities. The above laws carry both criminal and civil 0111 U) (q -� liabilities, with contractors and owners being legally pOjZ W responsibif you ore for the your company mustworkers near under overhead laws. J W I � power lines, call (713) 228-7400 for the lines to be U� de -energized and/or moved at your expense. ao 3 BENCHMARK: 0_ , 3/8" IRON ROD LOCATED AT 5-FEET OFFSET 1 LUBRIZOL CORPORATION 20' SERVICE EASEMENT FROM BAY AREA BOULEVARDS WEST EDGE OF o _-._ S PAVEMENT APPROXIMATELY 1673-FEET SOUTH _ [Ld �/ OF UNION PACIFIC RAIL ROAD CENTERLINE. a'�II' o ELEVATION: 50.00 (LANDTECH CONSULTANTS 2000) O Q hti a19 Sa rtrt lob LUBRIZOL CORPORATION 10' SERVICE EASEMENT Q Oi n6 N� y Ag. n9 6 w FLOOD PLAIN INFORMATION: > Z ZM �61 6 rtg. p9 1sD<7-II6oM "ti— I I OUTSIDE THETHIS TY IS 500 YEOCATED IN AR FLOOD PLNE LAIN "PER 0 � _ isod 1V13H „9-z FEMA'S FIRM MAP NO. 48201CO745J DATED � tw W S3AIVA H31VM-z _ NOVEMBER 6 1996. I U Z y k' 6p iSOd -IV13H ,.9 /1 Q.- O g� rt1 < w g 1SOd 1V13W „9 s LUBRIZOL CORP.-BAYPORT I ; I O 0m a 11 QP PLANT SITE PRIVATE PIPELINES SHOWN /'y'� 0 z I o - R �AtF.�0 i W W +O Cannel Industries as I ... Z N + rn zF An El Paso Energy Co. J w a ILJ 0 10 20 40 Q L0 N Q Q PROP. 3" C-900 Z ie,a9�EDAiC4tE FtZFRDATEb� LL.) e— m v~i v~i a 4 rta61 PVC WATER LINE peel —i SCALE: 1 ° = 20' ry %...i I o PROP. 3 C-900 Nb�ti x x = E�tZCEf�DQ-CED /�•27-DD nron Gas Pipeline QI w PVC WATER LINE x U H TEPPCO Crude Oil IA I o I 42+49.50 0 _( a 2+ � +00 ngi:' �+00 rt� 5+0 QMM W f-rCONTROL POINT 1 - 1 BASELINE "B rt1� (EGPBelmF Pipeline I.D. _ rt1' 1 (EGP Fuels Co.) rr rr Ax t TOE OF SLOPE O 0 3 SET 3/8" I.R. J rt�66 5' BASELINE B TOE of SLOP a . DITG FL LC) W NOTICE: 0 Elfx TYP. rt�ti p�. A�. + U) m W a w 5 ( ) LO AT LEAST 48 HOURS BEFORE EXCAVATING TOP OFBANK" ❑ Z i ( Z� �-S"X3" REDUCER IN STREET R.O.W. OR EASEMENTS CALL Z s W �� -3" G.V. W/BOX Q THE UTILITY C223D4567 G COMMITTEE I I a a 96 Sti (. _ 0 9 0 � x EXIST. CHAIN LINKED FENCE PRIVATE UTILITY LINES SHOWN CHAIN -LINKED ❑ = � o w FENCE CORNER s N0 ( •) I Z BACKFLOW PREVENTION FACILITIES- O W a �� INSPECTION AND TESTING Reliant nergy En �- 1 hti6a 9 01 n . rt�. rty rt60 rt�11 rt�6 3 �� _ It shall be the Diu and responsibility of Ile ^ O ro _ ���� Customer-Userhe Lubrizol Corporation) to p d 1- a o w ANP ACCtS'5 have certified inspections .and operational tests Coastal Water Autho ity QO C� U ACREAGE z �� A K of the backfloW Prevention devices at (east once �- �' a Uj O � TC WITH LOCK rj OW o w a O �� er year in compliance with local codes and �� b OZ I OW Z z- 0�51� ACREAGE regulations. Southwestern Bell Telephone Co. W W 0- 0 a ma O� �s Voli or one Year �-i U� �:C 0 _. �� CITY OF LAloR'T� These inspections and tests shall be at the ���/,y Q' ,,.,1 expense of the "Customer -User" and shall be �fU��',- U 00 W _ Q CONSTRUCTION NOTES: ADt� A performed by a certified tester approved by the Reliant ergy o s'on Lighting & Power�o. 003. WW m LEGEND; LUBRIZOL CORP.-BAYPORT CONTRACTOR SHALL SECTION OF CHAINUNK FENCING City of LaPorte. t shall also be the duty n the (Approve only for crossing underground dRevies ( ) [Y] 1 "Customer -User, to �e these IrlSpecti ns and unless otherwise noted. Valid at time of Review Only. FOR O ALONG R.O.W. TO PROVIDE FOR-PHBti6-YACCESS TO THE PROP. WATER METER tests are made in a imely manner ani shall PROPOSED WATER METER AND PROPOSED EASEMENT ALONG WITH THE NEW WATER METER AND NEW BACKFLOW PREVENTER. notify the City of LaPorte 48 hours in advance �� BACKFLOW PREVENTION ASSEMBLY when the tests are to be undertaken thereby OF _ !� PROP. 3" WATER METER IN UNDERGROUND CONCRETE VAULT. WATER METER providing sufficient opportunity for a City of ............p9 F SHALL BE A 3" SENSUS COMPOUND METER. ldaPorte representative to witness the tests if so *h; '••�s* eslred. s ..d E O PROP. U REDUCED PRESSURE ZONE CONCRETE SLOW PREVENTER IN A REINFORCED •• LAWRENCE••'••'•'••••• O RAISED PLATE SECTIONAL STEEL COVER WITH O THE ENCLOSURE SHALL BE REINFORCED ALUMINUM ENCLOSURE SUPPORTED ON A CONCRETE SLAB. If found al be defective, the baced, prevention .................. D. RG� OR FIBERGLASS CONSTRUCTION PROVIDING ACCESS I „ �'�� 24`X24 HINGED MANWAY HOT DIPPED device shall be repaired overhauled, 'Customer -User". replaced10 63531 V GALVANIZED AFTER FABRICATION PER / / re the expense of the Customer -User . All o .• o THROUGH DOORS AND/OR A HINGED LID FOR TESTING CITY OF LAPORTE SPECIFICATIONS CERTIFICATION. THE ENCLOSURE SHALL BE TOTALLY ®PROPOSED 25'X25' WATER METER EASEMENT. records of such inspections, tests, repairs, and ^F • ... ..E.� I REMOVABLE FOR MAINTENANCE PURPOSES. overhauls shall be kept and maintained by the s "'��� © O 1/4"X6" CONTINUOUS NEOPRENE GASKET AROUND PROPOSED CORNER POSTS FOR NEW CHAINUNK FENCING. "Customer -User" and made available to the City W PERIMETER O 3" REDUCED PRESSURE ZONE BACKFLOW PREVENTER of LaPorte upon request. The annual w ¢ CONCRETE OR GALVANIZED ANGLE SUPPORTS Certification of TeslicQ�� shall ep forwarded to the LANDTECH CONSULTANTS, INC. p C O GALVANIZED STEEL ADJUSTABLE PIPE SUPPORTS 80LTED t� CONTRACTOR SHALL INSTALL A PROPOSED CHAINUNK FENCE, MATCHING THE SAME City of LaPorte Public NOrkS Department. O G MATERIALS, HEIGHT, AND CONSTRUCTION CRITERIA AS THE EXISTING FENCE. ,M @N6- CIVIL ENGINEERING o LAND SURVEYING W ° " " TO SLAB (TYP.-2) Wort einre OF nr nnnnnern newne� �r.+rn ..r„., �•�r�.r.,= THE PROPOSED In addition, continuous freeze protection and w a D 12 X12 SUMP WITH CAST IRON GRATE `_ ",� `n�`m` CO) ° O FENCING SHALL CONNECT TO THE EXISTING FENCING AT PROP. CORNER POSTS related maintenance for these facilities shall be 2627 NORTH LOOP WEST z O 6" REINFORCED CONCRETE SLAB LOCATED ON THE R.O.W. LINE. the sole responsibility of the "Customer -User". SUITE 224 nl HOUSTON, TEXAS 77008 • i rE e Y AREA B ULEVA D R.O.W. E (713) 861-7068 z I � TW (Z) ' TE 5 S LL c L CA AL.NG NE M )Mu E PROPOSED WATER LINE EXTENSION 1N tDIE E ETE vau T10 Eo t+et SIB or E 07E 52 TO LUBRIZOL'S BAYPORT PLANT SITE w o 52 tdl E -- tdD d> ta�tt3 >_ IT 8r= Fir 7l� ,► ` z __ F - rot sTa L 4 TEM vr4 y_PASS N Mou IMF PROPOSED 3 WATER LINE -a a G A y MAt TENA CE ERI D Q19 THE 1M _ ATE Nl ]z.AND i N __.. ___. --.. FFPAVEMENT BANKTOP OF ___ -_.. _- __ _ _- STA. N 0+50 PROFILE 5+-5O -.... i 50 A _o -, _ 50 THERE ARE NO PROPOSED SUBDIVISIONS t`0aa�a: �\ 2,. F NISH D so F eANOR IN — — RfFDE PLATS ASSOCIATED WITH THESE PLANS B N OF 48 1 EXIST. 16 COAST L t WATER AUrHORITY 46 WATER LINE (N,S) i I EXIST. ROAD -SIDE DIICH FL 44 i �I IRl�vt�ebw'.i�741ii'�4! - ------------------------ --- 48 CITY OF LAP® DEPARTMENT OF PUBLIC WORKS AND ENGINEERING DI H FL TN R BANTot W REVIEWED BY PRIVATELY FUNDED PUBLIC WORKS CITY FUNDED PUBLIC WORKS 'i PRO 3" C-9 0 DITCH FL 46 PVC WAT R LI E d ROP. 3 C 900 U WATER VC WATER LINE _ - - *WASTEWATER PROJECT MANAGER - FL W g O 44 STORM WATER CONSTRUCTION -MCC- LEI ON R 00 S B- UT �+ LLJ STREET &BRIDGE CHIEF ENGINEER ICA OTHER APPROVAL O FIL R F BRIC ijATW Q 42 42 4.0 R W.L.(N, " ) -�- _ D 1-1 P IPE 2" D AI o P RA Na 1) 2) ALL ALV HE OONTRACTOR ATER NIZE LINE EQ STE PIPING RA L 0 SHALL AND DUCTILE WRAP FITTINGS I RON. THE EACKFLOW - 40 UNION PACIFIC RAILROAD TRAFFIC AND TRANSPORTATION SPONSOR DEPARTMENT �A --IDREVENTER ASSEMBLY FOR FREEZE CITY ENGINEERDATE PROTECTION PE CIT OF APO TE STANDARD PROFILE LEGEND �M� N P-EGI- IS-�TI NS._ ,. DITCH FLOWUNE ,r€0 PRO 3 WATE ME ER n POP. 3 REDUCED PR SSU E Z NE B CKF OW DIRECTOR OF PUBLIC WORKS AND ENGINEERING DATE 38 NORTH TOP OF BANK SOUTH TOP OF BANK — — — — — I UNDERGR UND CONCRETE PREVENTION SSEM LY 1 A EINF RCE 38 -- --" - - - --- " SUBMITTED: JULY, 2000 DESIGNED BY: WWA V ULT WITH GAL ANIZ D STEEL OVER OR UP RTE N NCR SCALE: H: 7" = 20' DRAWN BY: NLIII v: ,° = 2• DATE: JULY 20, 2000 SHEET No. 7 OF 72 SHEETS �- - JOB NO.: 990257 36 SURVEY BY: LANDTECH CONSULTANTS CITY DWG. NO. C-7 36 F.B. NO. I 1+00 2+00 3+00 4+00 5+00 DWG FILE: 840-D-7703 S:\990257\PPSERVLNSHT6 i i B t I I W 1.L1 U M w 'f� o — b � • m C Z m O p ® a x 5 a i w 0 I �o �a I' w� w Z ¢ o - H � z� o w m '.. o rn Z Z 1:4 O O u aa� 0 s a w i N a�� q 48 46 44 M s Z _I TOE SLOPE OPE BASELINE B" - Q W -TOE OF SLOPE g -TOP OF BANK LO W do LOV) ' VJ SOU H TOP -- ---- NK- NO TH TOP PVC[ WA REVISIONS NO. DATE REMARKS BY APR HLBLP NOTE: Texan law Article 1436c, prohibits all activities in which persons or equipment may come within six feet of energized overhead power -lines, and Federal Regulations, Title 29 part 1910.180(1) and part 1926.550(a) (15) require a minimum clearance of ten feet from these facilities. The above laws carry both criminal and civil liabilities, with contractors and owners being legally 19 p0 responsible for the safety of workers under these laws. If you or your company must work near overhead p9 9 power lines, call (713) 228-7400 for the lines to be x" x xp9 "� 9" 11 qpi de -energized and/or moved at your expense. p9 6 �l OL CORPORATION 20' SERVICE EASEMENT BENCHMARK: 3//8" IRON ROD -LOCATED AT 5-FEET OFFSET FROM BAY AREA BOULEVARD'S WEST EDGE OF — LUBRIZOL ORF 0 TI N 10' SERVICE EASEMENT PAVEMENT APPROXIMATELY 1673-FEET SOUTH may-- s OF UNION PACIFIC RAIL ROAD CENTERLINE. ELEVATION: 50.00 (LANDTECH CONSULTANTS 2000) �M FLOOD PLAIN INFORMATION: THIS PROPERTY IS LOCATED IN ZONE °X", LUBRIZOL CORP.-BAYPORT OUTSIDE THE 500 YEAR FLOOD PLAIN PER i FEMA'S FIRM MAP NO. 48201CO745J DATED PLANT SITE NOVEMBER 6, 1996. ~ m o a PRIVATE PIPELINES SHOWN z -� _ - m m �Q STA. 8+04.25 0 0 0 J� o� e - �p per/ Z 1-3" G.V. W/BOX z o o z - Channel Indus r�ies Ga m_-mg 1/QT p 7-31-bIJ..... PROP. 3" C-900 - 900 m (m - An El Paso Energy Co. 5' (TYP.) PVC WATER LINE ,ri PROP. 3" C-900 p� _ I DQTFD aD d PVC WATER LINE o 10 20 ao I±ofw Z W =+ .. y " ® _ " '�. a 5' (TYP.). SCALE: 1" = 20,Iq �Pr► �� l�ilEM1 D io- ''^^ p0 + J nron as Pipeline -DV ti rt— DITCH FL TOE OF SLOPE 1+70 � D " "1 B rr U OF BANK PPCO Crtde Oil 'e w `�-uD TOE OF SLOPE TOE OF SLOPE TCH FL ELINE �-- ,.pg1,0 TOP OF BANK "a� "g- TOP OF BATOE OF OJE DITCH Q W (Reimnt EGPoFue Co.)lpI. G ��A'CED CD'.Z f-VU 6 M 5 5 (�y��e 0 NOTICE: 6 h" ��J 95 LO W AT LEAST 48 HOURS BEFORE EXCAVATING Q V) ITILIEASEMENTS THEUTILITY COORDINATING COMMITTEE 223-4567 PRIVATE UTILITY LINES SHOWN 0 B �� - Q N a_ Avmmyt Rehant(�nergy EnWx - ACREAGE o Z '' >> LUBRIZOL CORP.—BAYPORT ACREAGE -G%l/��G� - Southwestern Bell Telephone Co. Valid for One Year Re ian •".Luy nousIRF Lighting & PowerCo._ (Approval only for crossing underground ductlines - unless otherwise noted. Valid at time of Review Only. OF _ •LAWRENCE D. GOLDBERG ...................`... �. 63531 ' SRO N !Z& LANDTECH CONSULTANTS, INC. CIVIL ENGINEERING o LAND SURVEYING 2627 NORTH LOOP WEST L I 1 77 _771 I T 1 1 77-7- 1 1 1 1 1 1 1 1 1 111 SUITE 224 HOUSTON, TEXAS 77008 IM — — -- — — NK — A W NO H TOP _Z 0 BANK —� Z ^ Z —9 0 - — — LI E PROP r, 90 `t " DITCH iv - PVC ATE LIN ---- PROP. 3' C-9 0 PV WET R—LI E Q DITCH FLOWLINE NORTH TOP OF BANK SOUTH TOP OF BANK — 6+00 SPECIAL NOTES: UNLESS OTHERWISE CAL AND HORIZONTAL ALIIOGNMEN SL SHALL NBESACH AIN CHIEVED BY DEFLNE ECTIONS — IN THE PIPING JOINTS IN LIEU OF USING BEND FITTINGS. HOWEVER, IF BEND FITTINGS ARE USED, JOINT RESTRAINTS SHALL BE INSTALLED AT ALL BENDS. 7+00 8+00 9+00 10+00 (713) 861-7068 52 PROPOSED WATER LINE EXTENSION TO LUBRIZOL S BAYPORT PLANT SITE PROPOSED 3" WATER -LINE PLAN AND PROFILE" 50 STA. 5+50 TO 10+50 THERE ARE NO PROPOSED SUBDIVISIONS PLATS ASSOCIATED WITH THESE PLANS 48 CITY OF LAPORTE DEPARTMENT OF PUBLIC WORKS AND ENGINEERING REVIEWED BY PRIVATELY FUNDED PUBUC WORKS CITY FUNDED PUBLIC WORKS 46 WATER * WASTEWATER PROJECT MANAGER 44 STORM WATER CONSTRUCTION STREET & BRIDGE CHIEF ENGINEER 42 OTHER APPROVAL UNION PACIFIC RAILROAD TRAFFIC AND TRANSPORTATION SPONSOR DEPARTMENT 40 CIFY B GIN R --- DATE DIRECTOR OF PUBLIC WORKS AND ENGINEERING DATE 38 SUBMITTED: JULY, 2000 DESIGNED BY: WWA SCALE: H: 1° = 20' V: 12' DRAWN BY:. NLIII " DATE: JULY 20. 2000 SHEET NO. 8 OF 12 SHEETS JOB NO.: 990257 36 1 SURVEY BY: LANDTECH CONSULTANT Cffl DWG. N0. F.B. NO. C--8 DWG FILE: 840-D-1703 S:\990257\PPSERVLNSHT7 a W x J � u W Q � CIO 55Z Ec a o o� 0z_ �� �m zH ❑w w� 0 o o Z ! aya a N _Z _j = 00 II" F- Q Lv Ld O0 oLAJ 0 N M M DITCH I 38 1 1 INE NORTH TOP OBANK SOUTH TOP LOP BANK REVISIONS IL ¢ NO. DATE REMARKS BY APR HL&P' NOTE: °- \M z�_=z 3 g!�w - Texas law Article 1436c, prohibits all activities in which mowaw persons or equipment may come within six feet of <Upa-,aRegulations, a energized overhead power lines, and Federal NHJ F2 Title 29 part 1910.180(1) and part 1926.550(a) (15) FRESH WATER r3mH'mH' require a minimum clearance of ten feet from these - : STORAGE TANK z= �_ facilities. The above laws carry both criminal and civil = N= liabilities, with contractors and owners being legally �.-^^� responsible for the safety of workers under these laws. S If you or your company must work near overhead ry power lines, call (713) 228-7400 for the lines to be de-ener � Al® 9ized and/or moved at your expense. O BENCHMARK: WATER LINEIVT. 4" FRESH 3/8" IRON ROD LOCATED AT 5—FEET OFFSET /— WA--� FROM BAY AREA BOULEVARD'S WEST EDGE OF PAVEMENT APPROXIMATELY 1673-FEET SOUTH _ OF UNION PACIFIC RAIL ROAD CENTERLINE. EXIST. 8' FIRE ELEVATION: 50.00 (LANDTECH CONSULTANTS 2000) WATER LINE g�� n oph FLOOD PLAIN INFORMATION: RAW WATER STORAGE I —STORY METAL THIS PROPERTY IS LOCATED IN ZONE 'Y' WATER TANK BUILDING OUTSIDE THE 500 YEAR FLOOD PLAIN PER — o° EXIST. 8' FIRE FEMA'S FIRM MAP NO. 48201CO745J DATED ' 0 h° T h 4" MTL PIPEUN NOVEMBER 6, 1996. 0 10 20 40 \` L-ou A p WATER LINELUBRIZOL CORP.-BAYPORTo$SCALE: 1" = 20' G PLANT SITE g1 913 5°" 0°9 0,° b9 e EXIST. 4" FRESH PRIVATE PIPELINES SHOWN 0. w 5 h 6 WATER LINE _ _ h 15 A90 PIPELINE ABOVE GROUND EXIST. 1" INSTR. Cleo; lnm QMD -31"60 —"-" �- AIR LINE Chonnei In ustnes uas - An El Paso Energy Co. ai —p EXIST. 6" FUEL A�9 ti g � G'`'pQ�'. ♦—� GAS LINE Texas 6a LCR lJ 6 - o, n9�' N9� ABANDONED 12" m (� A ,a 9ti ti� 1k LUBRIZOL CORPORATION 20' SERVICE EASEMENT �9 n1' x x SANITARY WATER 6 t END OF THIS CONTRACT EXIST. 6" CLEAN ,ITriC T��� A '� t z7%] h9 h91� rtg A° A° o° p STREAM LINE nra� Pipre�ne Q A d' o 0 0 . M ILV Z( MINIM) DA D 11 -bD 0 PPCO Crude 0 0 o a� ona ogoa9 LUBRIZOL CORPORATION 10' SERVI E A MEN � EXIST. 8' RAW �'�7 Z Z-- h° h°�� °�9 �94�1A9yh , WATER LINE �eI���Fndi��C �. �_ 'lJt/ 0 h°' I 0 W (EGP Fuels Co.) 100 o� a�, o�° 03° o z SPECIAL NOTE: 50 5 5 5 m o v aJ PROP. 3" CONNECTION TO EXISTING NOTICE: m m WATER STORAGE AND PUMPING SYSTEM AT LEAST 48 HOURS BEFORE EXCAVATING -3" PLUG IN STREET R.O.W. OR EASEMENTS CALL SHALL BE MADE BY LUBERIZOL CORPORATION. THE UTILITY COORDINATING COMMITTEE a o p M 3 & CLAMP 223-4567 MAKE ALIGNMENT CHANGES BY 5°� 5°1 m _ DEFLECTING PIPE. (DO NOT EXCEED 0 Z J o a ' 1-3"x3" TEE PRIVATE UTILITY LINES SHOWN MAXIMUM DEFLECTION PERMITTED BY - 2-3" G.V. W/BOX MANUFACTURER.) m 1- a) °-Z 1-3" PLUG PROP. 3" C-900 W PVC WATER LINE LOOO z z Relidnt EnF}gy Ente 5' (TYP.) o �t __Ed ft (0 N ;���� 7-3l-0 0 Z f' 5' (TYP.) TO ems• `L �'( 1 6 s .. �' ® O N Southwestern Bell Telephone Co. . 5 9 1OV + Valid for One Year OF BANK h�' 6h 4+�,® 6 9 ti hg to ����TT�OEP�CF SLOPE R ' 1 — ti TOE OF SLOP n GIOP OF YANK 6 TOE OF SLOPE 15+09 " „ t .W TOE OF SLOPE A .y DITCH FL DITCH FL - ql BASELINE B k TOP OF BANK TOE OF SLOPE I el' E rgy Houst Lighting & Power C . TOP OF BANK TOE OF SLOPE y9 (Approval my for cr ssing underground ductlines A° unless otherwise noted. Valid at time of Review Only. 0� TOP OF BANK NOTE: x EXTEND WATER LINE ONE y 1 JOINT BEFORE INSTALLING ezvoo 4, pg. ag. n •1g p9ti5 PLUG AND BLOWOFF VALVE 9sW/BOX......OLDBERGACREAGE XACREAGE ........ E 1 T. CHAIN -LINKED ENCE = : �° - o w¢ o: W of J w 3 �¢ w EL z= W a:w rr mZ m m N LUBRIZOL CORP.-BAYPORT 3 z �LjV) ZU Z z 0 V) Wz �� w `� LANDTECH CONSULTANTS INC. ,n rnaa w c� ut ¢ ate. az z uo , CIVIL ENGINEERING o LAND SURVEYING Z� ¢ o �� Z ~ 2627 NORTH LOOP o M � w o0 of o¢ ¢ ar z. ¢ MOM UU Uo WEST UJ 0 � O�Z MAN. N NNN SUITE 224 HOUSTON, TEXAS 77008 (713) 861-7068 52 PROPOSED WATER LINE EXTENSION TO LUBRIZOL'S BAYPORT PLANT SITE PROPOSED 3"= WATER LINE _ — PLAN AN'D- PROFILE SOU H TOP 50 STA. 10+50 TO 15+50 o BANK OUTH OP THERE ARE NO PROPOSED SUBDIVISIONS OF e NK PLATS ASSOCIATED WITH THESE PLANS NORT TOP 48 CITY OF LAPOE OF BANK NORTH T P DEPARTMENT OF PUBLIC WORKS AND ENGINEERING \ / OF BA K -- V DITCH L 40 — REVIEWED BY .13„ 11 +00 v O - PRIVATELY FUNDED PUBLIC WORKS CITY FUNDED PUBLIC WORKS _ U DIT. PR Pam' — 46 W. (S) WATER *WASTEWATER PROJECT MANAGER 00 _ 44 STORM WATER CONSTRUCTION VE ROP. 3" LU STREET & BRIDGE CHIEF ENGINEER _ PRO 7LIN _ 42 OTHER APPROVAL, PVC —' UNION PACIFIC RAILROAD - TRAFFIC AND TRANSPORTATION SPONSOR DEPARTMENT --- SPECIAL NOTES: - 40 �14 - CITY ENGINEER DATE -- UNLESS OTHERWISE NOTED, ALL CHANGES IN PIPELINE VERTICAL AND HORIZONTAL ALIGNMENTS SHALL BE ACHIEVED BY DEFLECTIONS IN THE PIPING JOINTS IN LIEU OF USING BEND FITTINGS. HOWEVER, DIRECTOR OF PUBLIC WORKS AND ENGINEERING DATE A BEND FITTINGS ARE USED, JOINT RESTRAINTS SHALL BE INSTALLED 38 sueMITTED:JULY, z000 DESIGNED BY: WWA AT ALL BENDS. SCALE: H: 1" = 20' V: 1" = 2' DRAWN BY: NLIII DATE: JULY 20, 2000 JOB NO.: 990257 SHEET N0. 9 OF 12 SHEETS 36 SURVEY BY: LANDTECH CONSULTANTS 12+00 13+00 14+00 15+00 F.B. NO. CITY DWG. NO. C-9 DWG FILE: 840--�D-1703 S; \990257\PP5€RVL-NSHT8 REVISIONS GENERAL CONSTRUCTION NOTES WATER LINE CONSTRUCTION NOTES NOTE: NO. DATE I REMARKS I BY _11 APP. HL&P NOTE: Texas taw Article 1436c, 1. ALL MATERIALS AND COATINGS TO BE - prohibits all activities In which 1. THE CONTRACTOR SHALL VERIFY BOTH HORIZONTAL AND VERTICAL CONTROL PRIOR 1. THIS PROJECT MAY BE BUILT BY MEANS OF AUGER OR OPEN CUT EXCEPT AS NOTED IN ACCORDANCE WITH WATER MAIN energized overhead power lines, and Federal Regulations, persons or equipment may come within six feet of TO CONSTRUCTION AND REPORT ANY CONFLICTS TO THE ENGINEER IMMEDIATELY. ON THE DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF BORE STANDARD SPECIFICATIONS. Title 29 part 1910.18o<u and port 1926.SSOCn) C15) PITS IN THE FIELD SUBJECT TO THE CITY ENGINEER'S APPROVAL , 2. CONTRACTOR SHALL NOTIFY THE "UNDERGROUND UTILITY COORDINATING require a minimum clearance of ten feet from these2. ALL UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN AT THE APPROXIMATE 2. RESTRAIN EXISTING PIPING BEYOND facilities. The above laws carry both criminal and civil COMMITTEE' PHONE NO.'S DEPARTMENT (PH E O. 281/471-502) AND THE CITY OF LOCATIONS BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR liabilities, with contractors and owners being legally LAPORTE PU LIC WORKS DEPARRTMENT (PHONE N0. 281/471-5020) 48 HOURS BEFORE STEEL SECTION AS REQUIRED TO PREVENT responsible for the safety of workers under hee laws, STARTING WORK IN STREET RIGHT-OF-WAY OR EASEMENTS. SHALL FIELD DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCING MOVEMENT. If you or your company must work near overhead CONSTRUCTION. HE SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES power tines, call (713) 228-7400 for the lines to be 3. CONTRACTOR SHALL CONTACT CITY OF LAPORTE PLANNING DEPARTMENT (713/471- 5020, EXTENSION 229) 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND MAINTAIN THESE UNDERGROUND NATURAL GROUND de -ever Ized 9 and/or moved at your expense. 4. CITY OF LAPORTE PUBLIC WORKS DEPARTMENT SHALL OPERATE ALL EXISTING UTILITIES. BENCHMARK: VALVES. FOR COORDINATION, CALL (281) 471-9650, CURTIS HERROD. 3//8" IRON ROD LOCATED AT 5-FEET OFFSET 5. ALL EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED TO BE COMPLETED 3: CONTRACTOR SHALL CONTACT THE CITY OF LAPORTE DEPARTMENT OF PUBLIC FIROM BAY AREA BOULEVARD'S WEST EDGE OF WORKS FOR INSPECTION AT LEAST 48 WORKING HOURS PRIOR TO COMMENCING FOR LINE TO PASS OVER AN PAVEMENT APPROXIMATELY 1673-FEET SOUTH i OR DEFINITE BUT WERE .OBTAINED FROM.. THE BEST INFORMATION AVAILABLE. THE WATER MAIN CONSTRUCTION. OF UNION PACIFIC RAIL ROAD _ CENTERLINE. CONTRACTOR HAS SOLE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL EXISTING OBSTRUCTION RATHER THAN UNDER FACILITIES SHOWN ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE ALL ELEVATION: 50.00 (LANDTECH CONSULTANTS 2000) 4: CONSTRUCTION OF ALL WATER MAINS, METERS, AND APPURTENANCES SHALL BE IN MUST HAVE ADEQUATE COVER AND CONFLICTS WITH THE APPROPRIATE GOVERNING AGENCY. ACCORDANCE WITH CITY. OF LAPORTE, DEPARTMENT OF PUBLIC WORKS AND BE APPROVED BY CITY ENGINEER FLOOD PLAIN INFORMATION: 6. THE LOCATION AND ELEVATIONS OF EXISTING PIPELINES AND UTILITIES ARE SHOWN ENGINEERING DESIGN STANDARDS, CONSTRUCTION DETAILS; AND STANDARD IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE IN THE FIELD SPECIFICATIONS WITH LATEST ADDENDA AND AMENDMENTS THERETO IN ADDITION --- ------ THIS PROPERTY IS LOCATED IN ZONE X , r Y OUTSIDE THE 500 YEAR FLOOD PLAIN PER THE EXACT LOCATION OF ALL EXISTING UTILITIES, NATURAL GROUND ELEVATIONS, TO THE REQUIREMENTS OF THE TEXAS DEPARTMENT OF HEALTH AND THE TEXAS .c - -- �>. j PIPELINES, AND VERIFY TOPOGRAPHIC INFORMATION BEFORE COMMENCING ANY A/C, CAST IRON, DUCTILE IRON, PVC ------ ----- WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES CAUSED BY BOARD OF INSURANCE. % � - - `ti FEMA'S FIRM MAP NO. 48201 CO745J DATED �, NOVEMBER 6, 1996. HIS FAILURE TO LOCATE AND MAINTAIN THESE UNDERGROUND UTILITIES. IF WATER LINE �' ��Y� '�.� ` CONFLICTEXISTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY 5. POTABLE WATER LINE MATERIALS SHALL BE PER ASTM D1785 SCHEDULE 40 PVC. i s `%\ POSSIBLE DESIGN MODIFICATIONS. 6. EXCAVATION, BEDDING, AND BACKFILL FOR WATER LINES SHALL BE IN ACCORDANCE INSULATED Jowl % �\ PRIVATE PIPELINES SHOWN WITH CITY OF LAPORTE STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. I 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REVIEW AND UNDERSTAND (BOTH ENDS) j ' THESE PLANS AND COORDINATE WITH THE APPROPRIATE RAILROAD, PIPELINE, 7. THE CONTRACTOR SHALL GRADE AND LEVEL TOP OF TRENCH TO MATCH ADJACENT SEk�EParcatE �gTER pA�b 7-3100 _ 1 - PUBLIC UTILITY, AND PRIVATE UTILITY COMPANIES TO PREVENT ANY POSSIBLE NATURAL GROUND ELEVATIONS. Channel Industries Gas _ I CONFLICTS s �O d CIO F r% H f �O o w� o O f-i z a � F yyO I 0 � 00 3 i IN GRADE AND ELEVATIONS 8. CONTRACTOR SHALL 'PROVIDE ADEQUATE CONCRETE THRUST BLOCKING AT ALL __ _ OBSTRUCTION �` --- An El Paso Energy Co. BENDS TO WITHSTAND TEST PRESSURE AS SPECIFIED 1N CITY OF LAPORTE, _____ wpm sp o,R•pp 8. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF TEXAS LAW DEPARTMENT OF PUBLIC WORKS AND ENGINEERING SPECIFICATIONS. FS� I eI ' CONCERNING TRENCHING AND SHORING. SLIP ON FLANGE ITS / D� r.� M LMM DAB (o-ZTbO 9. CONTRACTOR SHALL PROVIDE A TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM, 9. TESTING OF WATER LINES SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY LIP e 16.1) °x� 5' MIN Enron Pipeline THE REQUIREMENTS OF OSHA SAFETY AND HEALTH REGULATION, PART 1926, OF LAPORTE DEPARTMENT OF PUBLIC WORKS AND ENGINEERING STANDARD s SUBPART P, AS PUBLISHED IN THE FEDERAL REGISTER, VOLUME 54, NO. 209, DATED CONSTRUCTION SPECIFICATIONS BELL/FLANGE CONNECTION �G 7 /� STEEL PIPE (TYP) �'EC. %@ {,A E 77-1/-OD OCTOBER 31, 1989, AND CITY OF LAPORTE SPECIFICATIONS. (TYPICAL TRANSITION) i 10. HYDROSTATIC TEST SHALL BE CONDUCTED AT 125 PSI FOR NO LESS THAN 2 HOURS z PPCO Crude II (BOTH ENDS) / 10. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, PER A.W.W.A. STANDARD SPECIFICATIONS FOR PVC-900 WATER MAINS. A WATER - - _ AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION METER MUST BE PROVIDED TO DETERMINE THE AMOUNT OF LOSS DURING TESTING. -- Belmont Pi eline SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. ALL 11. CHLORINE SHALL BE PLACED IN THE WATERLINE PRIOR TO COMPLETION AND EGP LD m CONSTRUCTION STORM RUNOFF SHALL COMPLY WITH THE FINAL DRAFT OF THE WELDED JOINTS (Co.) STORMWATER MANAGEMENT HANDBOOK FOR CONSTRUCTION ACTIVITIES AS THROUGHLY STERILIZED IN ACCORDANCE WITH A.W.W.A. SPECIFICATIONS (TYP) PREPARED BY HARRIS COUNTY/HARRIS COUNTY FLOOD CONTROL DISTRICT (HCFCD), 12. SEPARATION DISTANCES FOR ALL WATER MAIN AND SANITARY SEWER MAIN 2' MIN NOTICE: AND THE CITY OF HOUSTON, ALL IN COMPLIANCE WITH THE NATIONAL POLLUTANT CONSTRUCTION SHALL BE GOVERNED BY THE "TEXAS WATER COMMISSION RULES DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS. AT LEAST 48 HOURS BEFORE EXCAVATING z AND REGULATIONS FOR DESIGN CRITERIA FOR SEWAGE SYSTEMS," SECTION 317.20, 4 - 45' STEEL BENDS IN STREET R,O,W, OR EASEMENTS CALL ' LATEST PRINTING. REFER TO DIVISION VII, CITY OF HOUSTON'S WATER MAIN DESIGN` THE UTILITY COORDINATING COMMITTEE m 11. CONTRACTOR SHALL PROVIDE TEMPORARY MEASURES TO CONTROL STORM WATER 223-4567 RUNOFF DURING CONSTRUCTION AS REQUIRED TO MINIMIZE EROSION. REQUIREMENTS, FOR CLEARANCE REQUIREMENTS. 13. WATERLINE CROSSINGS AT ALL SANITARY SEWERS SHALL REQUIRE A 20-FOOT JOINT TYPICAL STEEL SECTION 12, EXISTING PAVEMENTS, CURBS, SIDEWALKS, AND DRIVEWAYS DAMAGED OR REMOVED FITTINGS PRIVATE UTILITY LINES SHOWN OF PIPE TO BE CENTERED OVER THE SANITARY SEWER LINE DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE TO APPLICABLE AGENCY STANDARDS. 14. A MINIMUM 12-INCH VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL /4 - U'X45• STEEL BENDS WATERLINES AND OTHER EXISTING UTILITIES AND PROPOSED UTILITIES UNLESS12 - o„ BELL -FLANGE ADAPTERS a� ry/w g 13. CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON THE COMPLETION OF THE SPECIFICALLY NOTED OTHERWISE BY PIPELINE COMPANY REQUIREMENTS FOR /L - 0 SLIP-ON FLANGES 150 # Rdliant ner9Y Ent Ak JOB, SHALL BE AS GOOD AS OR BETTER THAN THE CONDITION PRIOR TO STARTING CROSSING THEIR RESPECTIVE PIPELINE(S). %z - a' INSULATED JOINT KITS WORK. 15. CONTRACTOR SHALL PROVIDE A MINIMUM HORIZONTAL CLEARANCE OF 9-FEET 14. CONTRACTOR SHALL GRADE ALL AREAS WITHIN THE PROJECT LIMITS TO INSURE BETWEEN WATER LINES AND SANITARY SEWER LINES AND MANHOLES Coastal Water Author'ty POSITIVE DRAINAGE. ALL DISTURBED AREAS SHALL BE EITHER SEEDED OR SODDED 16. ALL FIRE HYDRANTS SHALL BE OF THE SAME TYPE, EITHER "MUELLER", °AMERICAN '!/� �" -k� TO MATCH EXISTING CONDITIONS (SAME SPECIES OF SIMILAR MATURITY).TYPICAL STEEL PIPE OFFSET Southwestern Bel Telephone Co.. DARLING", OR AN APPROVED EQUAL BY THE CITY OF LAPORTE'S CITY ENGINEER. 15. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SECTION FOR WATER Valid for One Year 17. ALL WATER VALVES SHALL BE LEFT-HAND-OPEN/RIGHT-HAND-CLOSE. MAINS / (NOT TO SCALE) '' [.rrr xw l SHRUBS, PLANTS, AND TREES ALONG THE AREA OF EXCAVATION UNLESS 18. ALL CAST FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON AND WRAPPED IN keT'a nergy ouston Lighting & Power OTHERWISE NOTED. PLASTIC WITH ENDS TAPED AND INCIDENTAL TO THE COST OF THE PIPE. (Appr al only Vor crossing underground ductlines 16. CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, 19. ALL CAST FITTINGS SHALL BE INSPECTED PRIOR TO THE PLACEMENT OF BACKFILL. COH DWG NO: 02502-02 unless otherwise noted. Valid at time of Review Only. SUPERINTENDENTS, AND PERSONS IN CHARGE OF PUBLIC AND PRIVATE UTILITIES, EFFECTIVE DATE: JULY 1, 1997 20. CEMENT STABILIZED SAND SHALL BE 1-1/2 SACK PER TON. Te PIPELINES, AND RAILROAD FACILITIES AFFECTED BY HIS OPERATIONS PRIOR TO �PtE OF •.,••••,, •�9 STARTING WORK. s : •, s 17. CONTRACTOR SHALL KEEP TRENCHES DRY AT ALL TIMES, AND KEEP TRENCHES, PIPE .. BEDDING, AND BACKFILL FREE OF DEBRIS. ................. LAWRENCE D. GOLDB.ERG... ....................... 63531 18. CONTRACTOR TO VERIFY CLEARANCES WITH ALL UNDERGROUND OBSTRUCTIONS BEFORE LAYING ANY PIPE. •• G 19. ALL UTILITY CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST 7o� EDITION OF ACI-318. 20. ALL CONCRETE USED FOR PAVING AND UTILITY CONSTRUCTION SHALL HAVE A 28 LANDTECH CONSULTANTS, INC. DAY MINIMUM STRENGTH OF 3,000 P.S.I. UNLESS OTHERWISE NOTED. HALF SECTION UNDER HALF SECTION CIVIL ENGINEERING o LAND SURVEYING UNDER PAVEMENT 21. ALL CONCRETE REINFORCEMENT USED FOR PAVING AND UTILITY CONSTRUCTION SOD PER NATURAL GROUND SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A-615. NATURAL GROUND COH STANDARD 41< 2627 NORTH LOOP WEST PAVEMENT SUITE LOOP SPECIFICATIONS W 22. CEMENT STABILIZED SAND SHALL MEET OR EXCEED A PERFORMANCE SPECIFICATION -- _--` - - - HOUSTON, TEXAS 77008 I MINIMUM 100 P.S.I. COMPRESSION TEST. - z 23. A DURABLE METAL WIRE SHALL BE CONCURRENTLY INSTALLED OR OTHER MEANS FINISH GRADE (713) 861-7068 PROVIDED FOR DETECTION PURPOSES ON PVC PIPE. NATURAL GROUND Z /NAVA SYMMETRICAL \/- /� - �\ o ¢ .` ':.' . SUBGRADE `, , \\/- ���(� -, ,_\ \ \ PROPOSED WATER LINE EXTENSION 24: CONTRACTOR SHALL COMPLY WITH ALL OF THE APPLICABLE REQUIREMENTS OF THE ABOUT \V \ice\ // !/ \r/ I/ l/ / \ll // \ , \ / t \ , AMERICAN DISABILITIES ACT (A.D.A.). HALF SECTION y HALF SECTION UNDER UNDER PAVEMENT NATURAL GROUND a TO LUBRIZOL S BAYPORT PLANT SITE \ /\ I ` f GENERAL CONSTRUCTION NOTES i SOD PER \J' \! Y o: I �t \� I \ \ /\ COH STANDARD I �J �! 1 �1V vl� V v I ¢ p i I/ - / / v/ I BACKFILL: PER v , - v // !/ v -- - AND STANDARD -DETAILS SPECIFICATIONS V vli m Z/i i NATURAL GROUND /I_ I` 1 I COH STANDARD \/Jj \� \� \ \ /� I i�/ \!�i `� �� ` 1 \ 12" MIN a PAVEMENT \/i\�! \' SPECIFICATIONS I-/1_ \/ \ \ / 7i �/ o: �/� �\ I(\ THERE ARE NO PROPOSED SUBDIVISIONS VOID AROUND PIPE SUBGRADE • THESE PLANS CITY OF LAPORTE C WORKS AND ENGINEERING " ...:' SPRING LINE PUBLIC ' DEPARTMENT OF P eACHFlu PER • / / FUNDED PUBLIC WO SCOH STANDARD PECIFICATIONS %1/ J �j J'-1 '�-��`. AUGER HOLE 12 12 a_ REVIEWED BY �7J7J 71 J- J_ i J/ _ �1 _ /: ` WORKS CITY FUNDED PUBLIC WORKS MIN MIN o PRIVATELY N ED JOINT 6. MIN..':' * :: w WATER SPRING LINE u �` FILL AQU RED BY AC H AS RE ...,.:.. .':: o j MIN ' STANDARD SPECIFICATION to ..::: EMBEDMENT PER .. .. WASTEWATER PROJECT MANAGER w COH STANDARD i o SPECIFICATIONS i to EMBEDMENT MATERIAL ... PER COH STANDARD DRY BOTTOM STORM WATER CONSTRUCTION i .......12 ............... _._.__...... 12" SPRING_UNE V��^V//^V//� SPECIFICATIONS. .MIN i ..MIN . �`(//n\`(G�\`(I 1 STREET & BRIDGE CHIEF ENGINEER THE AUGER PIT I BOTTOM OF AUGER PIT LENGTH OF AUGER PIT WIDTH OTHER APPROVAL EMBEDMENT MATERIAL t PER COH STANDARD Q SPECIFICATIONS SECTION UNION PACIFIC RAILROAD !': 6" MIN.:.:'.':`:: ':` A - ELEVATION \ j TRAFFIC AND TRANSPORTATION SPONSOR DEPARTMENT DRY BOTTOM -3/-cry CITY ENGI LEER WATER DISTRIBUTION MAIN WATER DISTRIBUTION MAIN DATE BEDDING AND BACKFILL FOR BEDDING AND BACKFILL - OPEN CUT TRENCHES DIRECTOR OF PUBLIC WORKS AND ENGINEERING DATE .(NOT TO SCALE) AUGER PIT AND AUGER HOLE (NOT TO SCALE) SUBM17TED:JULY, 2000 DESIGNED BY: WWA - - SCALE: NA DRAWN BY: NLIII COH DWG. N0. 02511-01 EFFECTIVE DATE: DULY 1, 1997 COH DWG N0: 02447-01 DATE: JULY 20, 2000 SHEET No. 10 of 13 SHEETS EFFECTIVE DATE: JULY 28, 1998 Joe No.: 990257 SURVEY BY: LANDTECH CONSULTANT ` CITY DWG. NO: q F.B. NO. C - l 0 - - DWG FILE. 840-D-1703 - S.\990257\STDDETAILS a M 0 J U Ld z o s . w m oz m o w a o 00 0 U 0 x 5 a W � W � W 'G O 1nQy/ E~ z� .0 m 0 0< z? W P4 0 z a W o L>a a o Z go sN a 0 v t- 00 a COASTAL WATER AUTHORITY CONSTRUCTION AND INSTALLATION OF UNDERGROUND WATERLINE IMPROVEMENTS CROSSING THE COASTAL WATER AUTHORITY DISTRIBUTION SYSTEM 1. The Coastal Water Authority (CWA) may be contacted either in writing by addressing correspondence to: Attention: Mr. Ralph T. Rundle, Executive Director , Coastal Water Authority, 1200 Smith Street, Two Allen Center, Suite 2260, Houston, Texas 77002-4482 or by telephone at (713) 658-9020. 2. All underground waterlines, pipelines, conduits, or cables to be installed underneath Coastal Water Authority I facilities shall maintain a minimum of three -feet (3') vertical clearance, if cased, or five -feet (5'), if uncosed, between the top of waterline casing and the bottom of the lowest CWA's facilities. 3. Installation of waterlines and casings under existing CWA lines shall be accomplished by means of the boring process. Direction drilling must be at a minimum depth of 5' below CWA pipelines for the entire width of the right-of-way. Boring and casing, or boring and installation of carrier pipe shall be accomplished in one simultaneous and continuous operation. Pits for boring equipment on each side of the CWA line shall not be closer to the centerline of the CWA line than the intersection of a 1.5H:1V sloped line from the top centerline of the CWA line to the bottom of the proposed excavation. Pits shall be shored such that lateral sup art to CWA facilities is continuously provided in all instances. Dewatering operations, if required, shall be conducted so as to direct water away from the CWA right-of-way. Casing, if used to facilitate boring, shall be coated and insulated from the carrier pipe. 4. All excavations for the underground waterline's crossing of the CWA facility shall be backfilled to original ground level with suitable fill materials as authorized by Coastal Water Authority. Backfill shall be placed in maximum 9-inch (9") loose lifts and compacted to a minimum density equal to the surrounding natural soil. 5. No spoil or other materials shall be placed over Coastal Water Authority lines. No equipment shall be operated over CWA lines which produces a surface loading exceeding AASHTO H-20. Tejas Energy. LLC Texas Underground Facility Damage Prevention and Safety Act In accordance with the Texas Underground Facility Damage Prevention and Safety Act, any excavator using mechanical tools or equipment to dig 16' or deeper must call and give at least 48 hours notice (excluding weekends and legal holidays; but not more than 14 calendar days). The excavator shall call one of the three existing notification centers or the new statewide toll -free numberof the Texas Underground Facility Notification Corporation (TUFNC), The required notice shall include: HL&P NOTE: ENRON GAS PIPELINE GROUP Texas taw Article 1436c, prohibits alt activities In which UNION PACIFIC RAILROAD persons or equipment may come within six feet of Pipeline Installation - Engineering Specifications GENERAL CROSSING REQUIREMENTS FOR CROSSING ENRON FACILITIES energized overhead power Lines, and Federal Regulations, P 9 P Title 29 part 1910,180(t) and part 1926.550(a) (15) Crossing Un er Railroad Tracks require a minimum clearance of ten feet from these . For Non -Flammable Substances The following general crossing requirements are provided to OWNER/CONTRACTOR who proposes facilities. The above laws carry both criminal and clvil to construct, install, or modify pipelines, underground utilities, roads, streets, driveways, ditches, liabilities, with contractors and owners being legally responsible for the safety of workers under these laws. 1. The Union Pacific Railroad Company may be contacted either in writing b addressing drainage canals on, over, or across existing Enron Gas Pipeline Group (herein called Enron) If you or your company must work near overhead correspondence to: Attention: Ms. Joan Preble, Union Pacific Railroad; 1900 Farnam Street, facilities and OWNER/CONTRACTOR shall adhere to the following requirements: power tines, call (713) 228-7400 for the tines to be Omaha, Nebraska 68102 or by telephone at (402) 997-3536. de -energized and/or moved at your expense, 2. Proposed pipelines included under these specifications are those installed to carry steam, 1. At least 48 hours prior to commencing an construction activity at or near Enron's facilities the BENCHMARK: or any nonflammable substance which from its nature or pressure might cause damage P 9 Y Y BENCHMARK: if escaping on or in the vicinity of railroad property. Contractor must telephone Enron's ON -SITE INSPECTOR: 3/8" IRON ROD LOCATED AT 5-FEET OFFSET 3. The proposed waterline to be installed under the railroad track and right-of-way shall be FROM BAY AREA BOULEVARD'S WEST EDGE OF --- - EGP S FUELS COMPANY _(Belmont Pipeline I.D.) PAVEMENT APPROXIMATELY 1673-FEET SOUTH encased in a larger pipe or conduit installed as indicated in the design drawings. OF UNION PACIFIC RAIL ROAD CENTERLINE. 4. The carrier pipe inside the casing under the railroad track and right-of-way shall be of good Field Operations Representative: Mr. Lewis Kopecky ELEVATION: 50.00 (LANDTECH CONSULTANTS 2000) construction approved by the chief engineer of the railroad. at Office: (281) 470-4917; Pager: (713) 978-0873; ` or Mobile: (713) 865-6356. 5. Casing pipe and joints may be of any conduit construction approved by the railroad's Chief Re: 2 - 6" pipelines 914B and 914C steel, high pressure, products liquids pipelines. FLOOD PLAIN INFORMATION: Engineer and shall be capable of withstanding the railroad roadbed load, track and traffic; also P p ( )' g P P q P P shall be constructed to prevent leakage of any matter from the casing or conduit throughout THIS PROPERTY IS LOCATED IN ZONE °X", its length under track and railroad right-of-way. The casing shall be installed so as to prevent HOUSTON PIPELINE COMPANY (Signal Chemical Co.) OUTSIDE THE 500 YEAR FLOOD PLAIN PER the formation of a waterway under the railroad and with even bearing throughout its length and FEMA'S FIRM MAP NO. 48201CO745J DATED sloping to one end. Casing wall thickness shall be no less than specified in the design plans. Field Operations Representative: Mr. Gary Hall NOVEMBER 6, 1996. The inside diameter of the casing shall be no less than 2 ,inches greater than largest outside -5572' or Mobile: 713 252-6988. diameter of carrier pipe, joints or couplings. at Office: (281) 652-2214; Pager: (281) 490 ( ) sweet natural gas pipeline. high pressure steel pipeline (HPL account 4050) ip, , , 6. Where cathodic protection is used on the carrier pipe, a flush test box constructed. specifically Re: 1 - 4" pPRIVATE PIPELINES SHOWN for this purpose shall be provided with test wires attached to casing wall and carrier pipe, per railroad company details. Enron's ON -SITE INSPECTOR must have the opportunity to be present. The Contractor shall - QA 0-�1- p 7. The ends of the casingshall be suitably sealed to outside of carrier pipe against the intrusion` telephone the Texas Excavation SafetySystem (/TESS , telephone 1 -800-344-8377 at least usi� ��i �. y p• p g P Y l ) P Channel Industries ries Gas of foreign material which might prevent ready removal of the carrier pipe. - 48 hours prior to commencing any construction activity at or near Enron's facilities. An El Paso Energy Co. 8. Top of the casing pipe shall be below the frost line, and its closest point shall not be less thanS`1 QWQZE 4.5 feet below base of railroad rail. On other portions of the railroad right-of-way where casing 2. All construction activity at or near Enron's facilities shall be performed in the presence of ielas Gas f �0 TEK 'DATED LQ'8.bO is not directly beneath any track, the depth from the surface of the ground and from bottom of ditches to top of casing, shall not be less than 3 feet. Where it is not possible to secure Enron's ON -SITE INSPECTOR. C E C � Lam LI�L�+ tal-bD these depths, special construction shall be used as approved by the railroad's Chief Engineer. 3. All pipelines and underground utilities (except electrical power cables and telecommunications ran o ipeune 9. Casing shall extend a minimum of 30 feet or 2(D)+20 feet, (where "D" equals depth of the��� ` PTO bottom of the casing below railroad subgrade), which is greater, each side from (measure at cables) constructed across Enron's pipelines must be constructed with a minimum vertical 5m�gmNi ): 1 D, mo /" TO right angles to) centerline of outside track. he casing is to extend beyond the limit of the clearance of 24 inches under Enron's pipelines at the points of crossing. The planning, TEPP o rude oil � ' railroad right-of-way as required to obtain the specified length. scheduling, and performance of this work is to be coordinated with Enron's ON -SITE INSPECTOR. 10. Jacking pits shall be a minimum of 30 feet from the centerline of track. E `,tER pQ ��-Z� V� 11. Upon completion of the pipeline installation work, the Contractor shall remove all rubbish, 4 The Contractor shall agree to alter modify or halt any construction activity which, in the Belmont Pipeline I.D. excess I' rder materials, tgmporary structures and equipment. The Contractgr shall also clean and opinion of Enron's ON -SITE INSPECTOR, o P threatens or endangers Enron's facilities. g (EGP Fuels Co.) restore the railroads right-of-way to the satisfaction of the railroads Chief Engineer or his authorized control representative. All disturbed areas shall be seeded or otherwise protected to erosion as specified by the Chief Engineer of the railroad. 5. The Contractor assumes all liability and shall indemnify and hold Enron harmless from all NOTICE: 12. All work on the railroad right-of-way includingthe supporting of the track or roadbed, shall be pChiefg claims, losses, costs and damages, for injuries to any person or property caused b the acts, 48 HOURS BEFORE EXCAVATING subject to the inspection and directio,n of the railroad's Engineer. errors, omissions, or negligence of contractor, or any of its agents or employees, due to AT LEAST IN STREET R•0•W, OR EASEMENTS CALL construction Or excavation aCtlVltieS. THE UTILITY COORDINATING COMMITTEE 6. Enron's easements shall remain clear of any permanent structures such as buildings, whether 223-4567 ht• t t t t that ro er 1) The name of the person giving notice. temporary or permanent, Ig Ing s ruc ures, signs, sign suppor s, e C. In O p p UNION PACIFIC RAILROAD SAFETY INSTRUCTIONS maintenance and operation of its facilities can proceed unobstructed. PRIVATE UTILITY LINES SHOWN 2) The location of the proposed excavation (street address, if available; or accurate description P (Minimum Safety Requirements for Contractors) , using available information such as the nearest roads, intersections, etc.) � 7. No paving for parking areas,etc., will be allowed on, over, or across Enrons facilities. �,•,� 3) The name, address, and telephone number of the excavator or the excavator's company. A. The contractor shall keep the job site free from safety and health hazyrds and ensure that its. (,�►'(nii/YZct LOT 4) The excavator's field telephone number, if one is available. employees are competent and adequately trained in ofl safety and health aspects of the lob. 8. In the event the Contractor should need to Cross over or along Enron's facilities with heavy Reliant &hergy Entpx 5 The stodin date and time and the anticipated completion date of excavation. The contractor shall have proper first aid supplies available on the job site so that prompt first equipment, Enron reserves the right to require the Contractor to furnish and install temporary 9 p p aid services can be provided to an person that may be injured on the job site. The contractor 6 A statement as to whether explosives will be used. shall promptly notify the railroad of any U.S. Occupational Safety and Health Administration matting or to Construct a temporary road Crossing in order to protect Enron's facilities from P Coastal Water Au ority 7) The four statewide toll -free telephone numbers which may be called are: reportable injuries occurring to any person that may arise during the work performed on the heavy equipment loads. - job site. The contractor shall have a nondelegable duty to control its employees, while they /� % Texas Underground Facility Notification Corporation: (800) 545-6005 are on the job site or any other property of the railroad, to be certain they do not use, be under 9. Should Enron deem it necessary to lower, encase or adjust any of its facilities due to the � /� 'l 1 Southwestern Bell Telephone Co. Texas Excavation Safety System, Inc.: (800) 344-8377 [(800)DIG-TESS]. the influence of, or have in their possession any alcoholic. beverage or illegally obtained drug,. Contractor's construction activity, the Owner agrees to reimburse Enron for the COSt Of Val' for One Year Texas One Call System: (800) 245-4545 narcotic or other substance. lowering, encasement or other adjustment. Lone Star Notification System: (800) 669-8344 B. The employee of the contractor shall be suitablydressed to perform their duties safely and in a manner that will not interfere with their viion hearingr free use of their hands or feet. 10. NO BLASTING will be permitted for the construction of this project. Relian ergy s o-E n sighting & Pow r o , (Approva only f r crossing underground ductlines CONSTRUCTION AND INSTALLATION OF UNDERGROUND WATERLINE IMPROVEMENTS only waist length shirts with sleeves and trousers that cover the entire leg are to be worn. If 1 1. Enron The EGas Pipeline Group may be contacted in writing by addressing correspondence unless otherwise noted. Valid at time of Review only. CROSSING TEJAS ENERGY'S PIPELINE flare legged trousers are worn, the trouser bottoms must be tied to prevent catching. The P P y employees should wear sturdy and protective footwear. Employees shall not wear boots to: Attention: Mr. Calvin R. Dodd, Facility Construction Specialist, Enron Gas Pipeline Group; 1. Tejas Energy, LLC may be contacted either in writing by addressing correspondence toAttention: (other than work boots), sandals, canvas type shoes, or other shoes that have thin soles or P.O. Box 1188, Houston, Texas 77251 1 188 or by telephone at (713) 853 6161. OF re Mr. Jack Buckle, Tejas Energy, LLC; 1301 McKinney Street, Suite 700: Houston, Texas 77010 heels that are higher • than normal In addition, the contractor shall require its employees to �aS..••••-., +9 or by telephone at (713) 230-3000. Re: 3 Bayport -Goodyear Lateral Pipeline. wear personal protective equipment as specified by railroad rules, regulations, or railroad ,5�: '•. ,r 2. Tejas Energy shall be notified 48 hours prior to excavations near or around its pipeline byalling officials overlooking the work at the job site. In particular, the protective equipment to be worn; .. * shall be: TELEPHONE NOTES ..................... (713) 230-6272 Monday through Friday. Ask for the person in charge of encroachments. LAWRENCE D.GOLDBERG ..................:�� 3. Tejas Energy shall have a representative present at all times during excavation near, aroundpr 1. Protective head ear that meets American National Standard. Z89.1--latest revision. It is q g THE LOCATIONS OF TELEPHONE UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. ,� - 63531 across its pipeline. suggested that all hard hats be affixed with contractors or subcontractors company logo o�•-• � � : E 4. No cement stabilized soil will be placed next to the pipeline. Backfill shall be clean sand odebris or name. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING Fs o free soil from the immediate area. 2. Eye protection that meets American National Standard for occupational and educational WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH 5. At least 18 inches of clearance will be maintained between the pipeline and any new utility eye and face protection, Z87.1-latest revision. Additional eye protection must be provided MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE ? crossing the pipeline. to meet specific job situations such as welding, grinding, burning, etc. UNDERGROUND UTILITIES. LANDTECH CONSULTANTS INC. 6. No cover shall be removed from the Tejas Energy pipeline which will cause less than 3 feelf` 3. Hearing protection which affords enough attenuation to give protection from noise levels cover over the pipeline. that will be occurring on the job site. CIVIL ENGINEERING o LAND SURVEYING 7. No material shall be stored on the Tejas Energy pipeline. 8. Heavy equipment shall not be permitted to cross the pipeline without wooden equipment C. ` Allbackup heavy equipment provided or leased by the contractor shall be equipped with audible ENTER NOTES 2627 NORTH LOOP WEST mats. backup warning devices. CAUTION: UNDERGROUND GAS FACILITIES SUITE 224 D. If in the opinion equipment of the railroad representative any of contractors or any of its subcontractors is unsafe for use on the railroad's right-of-way, the contractor, at the request of the LOCATION OF ENTEX MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION, AND/OR HOUSTON, TEXAS 77008 EL PASO ENERGY COMPANY CHANNEL INDUSTRIES GAS COMPANY railroad representative, shall remove such equipment from the railroad's right-of-way. INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN LINES ARE USUALLY NOT SHOWN. THE 713 861-7068 E. If the railroad representative has given the contractor permission to use certain equipment on APPROXIMATE LOCATION ONLY. SERVICE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT 713-223-4567 CONSTRUCTION AND INSTALLATION OF UNDERGROUND WATERLINE IMPROVEMENTS any trackage at the job site, contractor shall ensure that each and all of its employees responsible for operating an motive power including, without limitation, any tryrail equipment P P 9 v OR 1-800-669-8344 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND PROPOSED WATER LINE EXTENSION, CROSSING EL PASO ENERGY COMPANY'S PIPELINE (Channel Industries Gas Company) (such equipment hereafter being referred to as "motive power") on any trackage of railroad SERVICE LINES FIELD LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT TO LUBRIZOL S BAYPORT PLANT SITE will be trained to know and understand, and will comply with railroad's operating rules LOCATION BEFORE COMMENCING WORK AND IS FULLY RESPONSIBLE FOR ANY DAMAGES 1. El Paso Energy Company may be contacted in writing by addressing correspondence to: applicable to the operation and use of such motive power. CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND p' p AA p� A' AIV� GENERAL P'PNOTES FACILITIES. Attention: Mr. Gary W. Stump, El Paso Field Services In the event contractor's employees use any such motive power to move any rail cars or other brakes, further that the �E�T'IVE ����'�� N ES Company (Channel Industries Gas Company); railroad equipment equipped with air contractor shall ensure IV� I CJ 9315 Uzzell Road, Manvel, Texas 77578 or by employees are trained to know and understand and will comply with railroad's rules for telephone at (281) 331-4693 x2024 handling such motive power, cars and equipment, and that contractor's employees perform or Mr. Mark (713) 4h 1 and (713) all required tests of the operating o n motive ower, cars and other equipment systems fay pELECTRICAL POWER NOTES THERE ARE NO PROPOSED SUBDIVISIONS Re: 30" i 36" 420-6000. Re: 30 Pipeline with 36 casing before and after movement. Contractor acknowledges receipt of railroad's applicable rules ---- --- WARNING - PLATS ASSOCIATED WITH THESE PLANS (high pressure gas pipeline facilities) governing: OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK 2. No structures are to be erected or upon El 1. operation and. use of motive power, cars and other equipment, and by THOSE LINES SINCE THEY ARE CLEARLY VISIBLE; BUT YOU SHOULD LOCATE THEM PRIOR CITY OF LAPORTE placed Paso Energy Company's right-of-way and 2. the movement of such motive power, cars, and equipment rail. TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY easements. F. In live track operations, a distance of 20 feet from track must be maintained unless the CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) DEPARTMENT OF PUBLIC WORKS AND ENGINEERING 3. No excavations or change of within the, contract necessitates working in close proximity to the track. When doing so, your employees FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. PARTIES RESPONSIBLE FOR THE WORK, 9 grade right-of-way and easements are to be made without and equipment must first have authorization of Union Pacific Railroad. When so authorized INCLUDING CONTRACTORS, ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF REVIEWED BY the express written consent of the El Paso Energy p gy where work is in close proximity to tracks, a Union Pacific Railroad flagman must be present. CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND PRIVATELY FUNDED PUBUC WORKS Ci1Y FUNDED PUBLIC WORKS Company. Your employees must be familiar with procedures to clear men and equipment from track area CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED CALL HL&P AT 4. No heavy equipment is to be moved across the for approaching trains. In addition, the following safety procedures shall be adhered to by all (713) 207-7777. TO STAKE OUR UNDERGROUND FACILITIES, PLEASE CALL THE UCC (713) rights -of -way and easements prior to notifying the of your employees: 223-4567, OR TOLL FREE 1-800-669-8344 AT LEAST 48 HOURS BEFORE STARTING WATER El Paso Energy Company's district superintendent. 1. Always be on the alert for moving equipment while working near any railroad tracks or EXCAVATION. 5. The rights -of -way and easements may be crossed, facilities. *WASTEWATER PROJECT MANAGER under certain conditions, by roads, railroads, 2. Do not step or walk on the top of the rail, frog, switches, guard rails, or other track streets and utility lines, however, these facilities are not components. to be placed along and within the El Paso 3. In passing around ends of standing cars, engines, railroad machinery, and other on track STORM WATER CONSTRUCTION Energy Company's right-of-way and easements. The equipmentt, leave at least one rail car length (50 feet) between yourself and the end of the owner of the proposed waterline is advised that in order to accommodate any allowable change Of equipment. 4. Avoid walking or standing on track at any time. -. CHIEF ENGINEER STREET & BRIDGE grade or excavation, the El Paso Energy 5. When it is necessary to work or work on track, always keep a sharp lookout in both Company, in many instances, will be required to alter or directions for approaching trains. OTHER APPROVAL adjust its pipeline facilities. The El Paso 6. Before stepping or crossing tracks, look in both directions first. The same is true when Energy Company will require waterline owner to assume walking around machinery and equipment on and about the tracks. the financial obligation of any such 7. Do not sit on, lie under, or cross between cars except as required in performance of your UNION PACIFIC RAILROAD required alteration or adjustment. duty, and only when track and equipment are under proper protection. 8. In multiple track territory, do not stand on one track while a train is passing on another. 6. IN THE EVENT OF AN EMERGENCY, THE CONTRACTOR TRAFFIC AND TRANSPORTATION SPONSOR DEPARTMENT SHALL CALL 1-800-203-1347. djlq CITY NGINEER DATE - DIRECTOR OF PUBLIC WORKS AND ENGINEERING DATE - - SUBMITTED: JULY, 2000 DESIGNED BY: WWA SCALE: N/A. DRAWN BY: NUII - - DATE: JULY 20, 2000 SHEET NO. 11 of 12 SHEETS JOB NO.: 990257 SURVEY BY: LANDTECH CONSULTANT CITY DWG. NO. F.B. No. C-11 DWG FILE. 840-D-1703 S.\990257\STDDETAILS z L O zr A Z 8 5 C-0 Z OP to 0 2: z 0 (ON cq CD 014 111 00 I GRAVEL OR Bj STONE CONCRETE THRL CLASS Currurrm I r rz KINN X. L—L WYE (USE MECHANICAL 1011Vr F/rr/NGS) TEE ANIcAL lowrFIrrms) 900 (114) BEND irus:EmEm NSEME-CHANICAL 1011VTRMINGS) IL PLAN (usEmEm4N1cA1- jaNrF1rr1NGs) SHALL BE DOUBLE -WRAPPED 4 IN PLASTIC PRIOR TO BACKFILL. %; 22'0 16 8 OR 450 NO HORIZONTAL BEND CROSS 450 (8) VERTICAL BEND (USE MECHANICAL Iotivr Flrrms) ( USE 4fFmAN1cAt- aoiNrF1rr11v6s) NSEIVECH,4NICAL 1011Vrir7M1VGS) VALVE BOX TWO-PIECE SCREW TYPE TYPICAL THRUST BLOCKS - NO SCALE .NATURAL GROUND A 0D 4 U S --.—NATURAL SACKFILL FHrDCE ROLOCA' REOUIRE0 Z. COMPACTED I + PIPE B4CKFILL 6"MIN'- ATV STREET 6"MIN 9ATER MAIN 2- 2'-6 AS REQUIRED (_0' 6 0 r, 6 By VALVE USEr 6" FULL WRAP CONCRETE THRUST 'O �e BANK SAND BEDDING BRACING 4 ""4 REBARS AT 18" 0. C. CLASS B CONCRETE "" EACH WAY RE'wB'Ag R' SECTION ',�-A" "---�0' 4 S AT IS 0. C. iEACH NAY (uvEmEcHAN1cA1- JOINT F1rr1NGs) 6" GATE VALVE SECTION rt B-8 It BLOCKING FOR GATE VALVES (USE NECH4NICAL (101"T'INGS) BEDDING CROSS SECTION 16 8 LARGER i WATER CASING LENGTH CALLED FOR ON PLAN AND PROFILE SHEETS MAIN rnn% DITCH (MIN.) VALVE 4: CSFT VALVE L IN I DourRAS I z i C KNEUPP I ERj- VARS VA CEMENT GROUT "18"x CONC. PAD ALL THREAD TIES 771-45 I V� Jill WELDED STEEL PIPE CASING I AS REO'D I.D. OF CASING PIPE TO BE A G R MIN, OF 2' LARGER THAN O.D. ELEVATION COMPACTED OF BELLS ON SANITARY MAIIII PRECAST CONCRETE PAD GALV PIPE 3" THRU 6" VALVES 1 1 -3" SQ. WATER MAIN 7-31-1-7 ------ 8" THRU 14" VALVES 1'- 6 " So. MALONEY MULTIFLEX CASING SKIDS At BELL AND BORE PIT STANDARD INSTALLATION OF FIRE HYDRANT (MOLDED END SEAL SPIGOT ENDS OF CARRIER PIPE (IF SHOWN ON AND AT MIDSPAN OR 10' D.C. THE PLANS) OR EQUAL) EACH END OR WHICHEVER IS LESS (USE MECHANICAL TAPPED PLUG 000" CITY of LA POTE 1011VT F1777NCS) BLOCKING FOR VALVES 4" (usnwEmmcAL 8 SMALLER lowrFIrrINes) BLOW OFF DETAIL STANDARD WATER MAIN DETAILS STEEL CASING OR SLEEVE DETAIL N.T.S. (USE MECHANICAL L/01Nr FIMMS) DRAWN: L.D.W. JOB NO. SCALE: NONE SHEET -12 APPROVED: DATE t7 OF