Loading...
HomeMy WebLinkAbout8" WATERLINE EXT. ALONG N. SIDE OF 225 FROM SENS TO 5000' WEST0 .....:..... t a z O i rr a W U m w Z � �o D o- � •m w oz a m o E5 Q 0 � 0 O i 5 a U L O0 G 0 w 00 0 < zw 0 �- ti z U FF�� 1� O J Z } FI m H { 00 •� U� W � 3 0 �L r i ' I wampum T INN11" own SEN nw'w U A U 10 50 00 LF www ES LA PORTE, TEXAS Cr D J' T r 0�G\N VIA n LLl Cr � cofr) C`.! x "v (f) <r 0 0 1 cr fr _ G 1.N• �0 v UN fr S.t1. 25 _ U cX I N.L. ST. � o - fr PROJECT z z _ \ LOCATION W. MAIN a �O a 0 o pP� cy� G� co 0 �S VICINITY MAP SCALE: N.T S. KFY MAP N` 7'cl-I Qtm 5300 HOLLISTER, SUITE 400 HOUSTON, TEXAS 77040 (713) 462-3242 INDEX OF DRAWING SHEET NO. DESCRIPTION 1 ........... COVER SHEET 2 ........... PROJECT LAYOUT AND GENERAL NOTES 3-15 ........... PLAN AND PROFILE -- STA. 0+00 TO STA. 63+00 16 ........... NOTES AND DETAILS 17 ........... TRAFFIC CONTROL DETAIL BE/ 1 aASBUILT' IAMNABY'II um TIDE NENNN NNIWINs ANE IIdwro"TNE OINFIInnu TNATAFF/BTENANI18111I81 O/NLB RIME N►YISIAL MEMON OF TIEPBOINT UNRS WERE MUAM IBBBEOTLY AST/ NINE AN NSBQ/IRAL LOIAR IN ONLY. 65153 a SHEET 1 OF 17, I l s; 1 � I fr a s 0 0 0 w Z o ❑ m 0 'z - } 9 m o w a ❑ ¢ 0 _ U - 0 5 a U O 06 a , >1 00 Ow a - ows U m z v Li 9U lo.: h z E e O U j Q� a. N 0 � uric N t 3 s i , I 3 0 a 0 0 0 r1 0 a u r 80' Humble Otl Easement 80' Pipeline Exxon Easement North R.O.W. PROP. 8" WATER UNE 250' Pipeline Exxon Easement I I STATE FIX)HWAY 225 `Edge of Pavement SHEET 3 SHEET 4 SHEETS SHEETS SHEET 7 SHEETS TEXAS DEPARTMENT OF TRANSPORTATION Specifications For Placing Utility Llraaa :Ylth:n Tha RI4-af-Way Of Stole Maintained Highways i. All excavations within the right-of-way not under surfacing sell be backfiilod by tamping In 6' horizontal layers and/or as directed. All surplus material shall be removed from the right-of-way and the excavation finished flush with surrounding natural ground 2. Areas where sodding Is disturbed by excavation or backfiliing operations shill be seeded. Slopes of 4:1 0 steeper shall be replaced with block sodding. This work shall be In accordance with Texas Department of Transportation (TxDOT) specifications. 3. Highway crossinas shall be bored under surfaced roads and surfaced arassroade alone the right -of -ray , EGLng :herl sex, z3 ii a-1 Gcwn iwie to Gar. Ise o. 4. Use of water or other fluids In connection with boring operations will be permitted only In sufficient quantity to lubricate boring bit and to provide a smooth flow of cuttings. Jetting will not be permitted. S. Pipeline material and design for high pressure Ines must meet the minimum Federal Safety Standards for Liquid and Gas Pipelines. 6. Operations no the highways shall be performed In such a manner that operating equipment and excavated material are kept of the pavement at all times. 7. Barricades, warning signs and flogmen (when necessary), shall be provklod by the contractor or owner. One the traveled portion o the roadway must be open to traffic at all times. 8. Work performed on the railroad right-of-way Is subject to the concurrence of the railroad company. Work performed within the waterways - such as rivers, creeks, bayous and drainage ditches, Is subject to the concurrence of appropriate governmental agency. 9. All manhole covers shall be Installed flush with the ground level. The roof of communications manholes shall be at least 5' below ground. 10. No raw sewerage or effluence from septic tanks, car washes or similar facilities shall be drained In state highway storm sewer systems. 11. Power transmission line crossings over highways shall be constructed and maintained minimum of 22' above the surface of the traffic lanes. Fro power lines over 50,000 volts, the clearance shall be Increased In accordance with the National Electric Safety Code as published In the National Boric of Standards, Handbook 30. 12. Communications lines crossing over the highway shall be constructed and maintained a minimum of 18' above the surface of traffic. 13. Work covered by this permit shall be so conducted that It will not Interfere within any way with highway construction or repair work, or any stale maintenance work that may be done on this road. in the event such Interference occurs, you will coots operations the area untili such time as the road work referred to above is completed. PROP. 8" WATER LINE a a Z --►- = Edge Of Pavement I SHEET STATEHK31-mAY 225 %0 WATER CONSTRUCTION NOTE All mechanical joints shall be EBAA sorbs 2000PV joints for use with C-900 per City Of La Porte requirments union specified otherwise directly on plans. 0 W. Fd9® Of PC , CONSTRUCTION NOTES GENERAL 1. All construction shall be in accordance with the plans and the specifications contained In the contract documents as well as current construction standards for City of La Porte Department of Public Wafts and Engineering as currently ommended. 2. Contractor shall obtain all permits required by State of Taxes, Harris County, City of La Pate for construction o} paving, utilities and/or culverts within public rights of way. The Contractor shell notify Tex Department of Tas Transportation 72 hours In advance of commencing any construction in the street a rood right of way. (Refer to requirements detailed in TxDOT Permit No. 3. Contractor shall obtain all permits required by all governing agencies having jurisdiction over this project prior to starting construction and shall comply with the regulations of Harris County, Texas for flood Plain Management. 4. All clearing, grubbing, stripping, excavation, fill and compaction shall be In accordance with the project specifications. 5. The work area shall be secured and Illuminated during darkness and periods of Inactivity when In an area accessible to the public. 6. Adequate drainage of the project shall be maintained at all tines during chriatmetbn. The Contractor shall conform to the requirements of the Pollution Prevention Plan and be responsible for protecting, maintaining, ond restoring all drainage systems on or adjacent to the project site and any drain ditch structure disturbod during construction shall be restored to the satisfaction of the owning authority.a 7. Surface Restoration: At the end of all construction work, the Contractor shall restore existing fadlitin (i.e. property) equal to or better than existing conditions prior to construction. 8. All disturbed areas within public right of way shall be hydro mulch seeded and maintained pa TxDOT Specification Item No. 164 until turf is established and accepted by the Texas Deportment of Transportation. 9. WARNING: Overhead Ines may exist on or adjacent to the property. The drawings may not show those Ines since they are clearly visible, but the Contractor should locate then prior to beginning any construction. Texas low, Section 752, Health & Safety Code, forbids all activities in which persons or things MAY came within six (6) feet of live overhead high voltage lines. Para" responsible for the work Including contractors are legally responsible for safety of construction workers under this law. This low carries both criminal and civil liability. To orronge for Ines to be turned off and/or moved, cal Houston lighting 6: Power at (713) 207-7777. Any and all expenses associated with this shall be Included In the price bid for the project 10. Texas low Article 1436c, prohibits all activities in which persons or equipment may come within six (6) feet of energized overhead power Ines, and Federal Regulations, Title 29, Part 1910.180(1) and Part 1926.550(a)(15) require a minimum clearance of ten (10) feet from these facilities. The dove Ian carry both criminal and civil liabilities, with contractors and owners being bgally responsible for the safety of workers under the laws. If the project requires workers to work near overhead power Ines, call (713) 207-7777 for the Ines to be de -energized and/or moved at the Contractors expense. Any and all expenses associated with this shall be Included in the price bid for the project. A _.o n.1NE Key Map y539-L & M B.M.: FOUND STAINLESS STEEL ROD IN SLEEVE, HGCSO42, AW5675, LOCATED t 0.3 MILES NORTH OF S.H. 225, ALONG MILLER CUT-OFF ROAD, TO DRAGE SUPPLY CO., t 10' EAST OF SECURITY FENCE, t 96.5' FROM CENTERLINE OF MILLER CUT-OFF , f 5' NORTH OF NORTH EDGE OF CONCRETE DRIVEWAY TO DRAGE SUPPLY CO. ELEV. ® 2= (1987 DATUM) SIY. 1 °°A$ UUILi° IANSARY18,2001 1MMI NIO011 SNAWINSSARI LIOUTISTO TNI CONFIRMATION TNSTAPPSRTpI ON WRIBN OOOLS SIYINIRIS SYSISOAL INSMON 0P TNI PARROT UMITO WIRI INSTALLIO 0611101 ASTO NSMSINANS NORIIONTALLOOATION ONLY. 1t. Ali oxtstin� power poles, light standards, dirs. eta, which offset the proposed construction, shell be and d ar relocated by • Contractor, as required, whether shown an the drawings a not. Any and all expenses assacioted with this elcii be Included In the prioo bid for the project 12. Ail testing procedures used an this project shall conform to City of La Porto standards and requraments, The Initial testing expense shell be borne by the Owner. If any of the test results do not meet the specifications, It shall be the Contractor's responsibility to remove and rpla" such material so that the sppntr C�tois cam be met. Additional testing to prove compliance with the peolfoalicns shall be at the 13, All utilities represented on the" drawings are shown at the approximate locations based on the best avaMobio Information. Some of the existing underground wn ound utilities she" hereon have not beak field verified. They have bow plotted from Information obtained the City of Lo Porte and/or private utility companies. The Contractor shall field determine the exact locations prior to commaha�hg construction. The Contractor shall be responsible for any and of damages caused by his failure to exactly locate and maintain these underground utilities. 14. The Contractor shag notify 't.ONESTAR NOTIFICATION CENTER' at 713-223-4567 and 'TEXAS ONE -CALL SYSTEM' of 1-800-245-4545 a minimum of 48 hours in advance of constmatbn to verify location and depth of of existing utility Ines. Contractor shall uncover existing ut8ltbs at ell 'points of Gong' with r=nod underground Ines to determine if conflict exists before commencing any construction, Notify the ea of ace of any conflict. The Contractor shall not make any field modifications without the prior approval of the Engineer, Cobb, Findlay & Associates, Inc. Phone No. 713-462-3242, Fox No, 713-462-3262. This approval must be obtained prior to ramming any construction In the affected area. 15. The Contractor sholl notify the City of La Porte, Deportment of Public Works and Engineering (Tolphone•. (281) 471-5020) 48 hours before starting work in strait rights of way or easements, 16. The contractor shall comply with current OSHA regulations. State of Taros Law and current City of La Porte ordinances and the appropriate sections of the specifications concerning trenching and sharing. TRAFFIC i. Contractor shag cover all excavations in the pavement with anchored steel plates during non -working hours. AR repairs to existing pavement shag be In accordance with City of Houston Drawing No. 411-S-2, Including aR revisions. thereto. 2. Contractor shall provide and install traffic control devices in conformance with Part VI of the 'Texas Manual on Uniform Traffic Control Devices' (Most recent edition as revised) during construction. No lanes shag be blocked between the hours of 7.00 to 9:00 A.M. and 4:00 to 6:00 P.M. Monday through Friday. 3. in order to blodc any portion of the roadway, a separate permit Issued by the Texas Department of Transportation Is required to be kept at the job site. 4. Off -duty uniformed Polka Officer(s) are required to direct traffic lanes that are blocked. The Contractor shill retain the services of these officers of his expense. PRIVATE UTILITY LINE APPROVALS 1 PHONE CO. HOUSTON LIGHTING h POWER (VALID ONE-YEAR ONLY) J. MAR 65153 c ...,• �V'.Wr ,I PLANS PRGPARLD UY ,3.A " COBB, FENDLEY & ASSOC, INC, 5300 HOLLISTER, SUITE 400 HOUSTON. TEXAS 77040 (482-3242) JOB NO.98ZO45-01 DWG. N0.8ZO451FB PROP, 8" WATER LINE STATE HIGHWAY 225 SENS RD. TO MILLER CUTOFF ROAD STATE HIGHWAY 225 CITY OF LA PORTE HARRIS COUNTY, TEXAS APPROVED CITY OF LA PORTE SUBMITTED: SCALE: HORIZ. N 4A VERT. N/A DATE 11/12/98 SURVEY BY: CFA F.B. NO.: 1105 -z9--� DATE DESIGNED BY: RER DRAWN BY: DSD SHEET N0. 2 OF 17 SHEETS I( OF, .• 1 0 zw 0 w —.�zi0 v OE- U� Q t, �- Cn IT o W A t`Py r/]M,e NA I I i J C o = w � m i o rq 3 a f I SEE F.H. LEAD INSTALLATION DET. SHT . 16 P X w W � y � o 3a E p>c 6 o a w o a 0 c Lia > 6 6 wr Mwi- STA. 0+55, O/S 12' LT. 1-8" GATE VALVE & BOX, M.J. STA. 0+45, O/S 12' LT. 1-8" PLUG & CLAMP, M.J. W/2" BLOWOFF & TRAFFIC BEARING BOX & LID , �,,r,''Fnd. 1" I.P. V Exist. 2-6" C.F.A. Baseline STA. 0+60, O/S 29' LT. 1-4' FIRE HYDRANT, M.J. 1-6" GATE VALVE & BOX M.J. 1-8" X 6" TEE, M.J. w y O O O s ma u w u m u w > Y U c Y acid c 'Y Np. c WC Q- .' o «� •o 'y'�y s> .o �> •o >� o a. ww9a wm•.ua n. mw�a c c c c aao�, .0 cco.. SS0.. 550,. v w� ac� y vm•� w °'0'� v °i 0iw � a I l l y 9.&or a9-or 9:9or anm aaU aac c) Humble Oil Easemen � n0 o r•. I Fnd. 5/8" I.R. Fnd. CI 0 Disturbed J t+00 4.� 4? S 70.34*56" E 4�rn 2+0 J N..............� cJo.•.•.Q a•.•.-... ....... �. .......... .....M N .... O o PROP. 113' OF 12" DIA. STEEL CASING N SEE DETAIL SHEET 16 FOR CARRIER PIPE INSTALLATION DETAILS Edge Of Pavement r 75 d b a a ti y ti w Top Of Bank "`-Top Of Bank - 5t.o.. PROP. 8" WATER LINE 79'(PVC, C-900) .1.. Sta.=2+17.73.. •Edge Of Pavement...... .. . SEE F.H. LEAD INSTALLATION DET. SHT. 16 Thick Brush Conc. Shoulder Exist. Conc. Pvm't C TBM (1) STA. 2+85, O/S 28' LT. 1-4' FIRE HYDRANT, M.J. 1-6" GATE VALVE & BOX M.J. 1-8" X 6" TEE, M.J. & JACK 24" RCP Key Map #539-L & M F BENCH MARK B.M.: FOUND STAINLESS STEEL ROD IN SLEEVE, HGCSD42, AW5675, LOCATED * 0.3 MILESNORTH OF S.H. 225, ALONG MILLER CUT-OFF' ROAD, TO DRAGE SUPPLY CO., * 10' EAST OF SECURITY FENCE, * 96.5' FROM CENTERLINE OF MILLER CUT-OFF , * 5' NORTH OF NORTH EDGE OF CONCRETE DRIVEWAY TO DRAGE SUPPLY CO. ELEV. m 26.12 (1987 DATUM) T.B.M. "J": TOP OF SOUTHEAST BOLT ON LIGHT STANDARD LOCATED ALONG WEST BOUND FRONTAGE * 200'' WEST OF STA. 0+00 ELEV.: 27.40 T,B,M, "I": FOUND "I3" CHIT ON BACK OF CURB, LOCATE-6 ALONG WEST BOUND FRONTAGE, NEAR STA. 3+53.99, 35.90 RIGHT ELEV. 27.36 n>r .......... :....... :....... :....... :....... :....... :....... :.......:....... ....... ....... ....... ....... ....... ....... ...... ..... ..... ..... ..... VALID ONE- YEAR ONLY 26 _ 26 pcTF��® l- Top: Of Pavement :�tA .......... :....... :....... :....... i....... i. :� �% e .. 24 Z **y *r .................................................................................. ... Natural,Ground ® R:O.W. EA �J. MARK SAPPINGTON ................................................................................................................................................: ' : ..................... :O 24 �A......65153 O :....... :....... :....... :....... :....... :....... :. i �t tL R tcb....:.......:1,_..,.:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:...... ..... ..... ..... ..... .... ... .. .... ... .... .... .... ....... 2214e :.:.......:.......:......:.......:.......:.......:.. : •a. z . CAUTION Ce 22RER .............................................:W ........... .............................. :.......:.......:.......:...... _ . .. ..... ..... .... ... .... .... .... ..... ..... ..... ..... ......;.. W ..... ... ..... .... ... .- ... .... ... ... .... .... ........ CROSSING• 80 •HUMBLE . Q : - i i � O � PLANS PREPARED BY :.......:.......:.......:.......:.......� SMT: CONTRACTOR U :................:. PIPELINE ..... ......... ..... .. 6a1............................:................................................:.......:.......:.......:.......:.......:.......:...... ..... ..... ..... ... ..... ......,rw...:...... ..... .... ..... ..... .... ... ... .... .. ..... ... ... ..... ... .... ... .... ... COBB, FENDLEY & ASSOC INC.' . o � SHALL EXERCISE EXTREME _ �� ; STER, SUITE 400 20 PLUG &CLAMP z CAUTION WHEN WORKING: :.....................................................:.......:.......:.......:.......:.........� ... ... MIN.: 1 20 HOUSTON OTEXASL77040' 713-462-3242 WITHIN ES AT. Exist. 2-6 MPP Plpellne ... F.H. CONN. JOB NO.98ZO45- D PROP 6" �t O1 DING. NO 8Z0451 PA .......... :....... :....... :....... :...... ..... .... .... ..... .... .. .: . ... .... .,,,,,;.,...,.:. $„ W .. � PROP AT ......................:.......:.......................................................:.......:. 18 E LINE ,> .....................................18 ...............:.......:.......:.......:...... STATE PR01'. 6. F.H: CONN. „ ROP. 8; WATER LINE AT SIENS RD. GHWAY 22 C-900 (PVC. } ....................................................................................................................................(Exist...1II. EPC. Pipeline.: ....................................................... ........ w/14" Cosing P STA. 0+00 TO 5+20 16 :Exist. 8" EPC Pipeline ' ..................:.......:.......:.......:.......:.......:.......:....................... .......:.......:.w t.2'::Casin .:.. .... / e :.......:.......:.....:.......:.......:.......:...... 16 .. .�. ... ..�. ... .... .... .... ..... ..... .... ..... ... ..... ... .... ..... .... .... .... .. .. .... .... ... ... .... ..... ..... .... ....... STATE HIGHWAY Extst. 4 EEC Plpellne ._ f . g....:.......:.......:.......:.......:.......:.......:.......:.......:.............. ..... ..... ... ..... .... ..... ... .... .... .... ..... .... ..... ... ... .. ..... ..... .... ...... �............................ ........... � CITY OF LA PORTE 115 OF 8" HOPE a HARRIS COUNTY, TEXAS' 14 ......: : PROP. , y PE kN ......................................................................... :.. �.. 14 .................:.......:.......:.......:.......:.......:.......:...... ... .... ..... ..... ..... ..... ..... ..... ..... ..... ... ..... ..... ..... .. .. ..... ..... ..... ... • PROP. 113 OF 12 DIA. ST1:EL CASING OP1iN E T •• �• •• - ' SEE DETAIL SHEET 16: FOR: CARRIER N : 10 L.F PROP. CITY O F APPROVED :....... ........ ................:...............................:.......:.......:....P.LPE..INSTALLATION . DETAILS.:............................................................................. i i TY F LA PO RTE .................................................:.......:.......:..............:.......:.......:.......:.......:.......:.......:.......:.......:....... BORE & JACK : z 12 -Z -Olo ........................................................................................................................................................................................................................................................................................................................................................................................................... ... ..... .... ... ........ >_.. .... .... .... .y . .. ENGI DATE ..........:....... .......:.......:... .. ..: .. .. .. .: ... ....:....... .. :. ...... :. .. .... :. .. ... ..... .. .. - SIGN :. :. :. DRAWNEBYBY 10 w DATE:SD y11/12/98 3 D-17 SHEETS Y. CFA . . . . ... .. ... ... . . ... . . ... ... ... ... ... ... ... . . ... . ... ... ... . . ... . 1 O F.B.NO B sNTY No � 0+00 1 +00 � .............. 2+00............................................. 3+0b........................................... 4•i+00..........................:.......... 5+b0.............................. .. 7705 C DWG N0. B NO.: I t I 3 p3 } 4 Z Q 0 LLI Q 0 My w Z 2 G o z • w _ � V 2 w a 0 _ 00 O 0 z g aj a I I' U O O vs r-7 ' w oa <- z w (� F� f11 m z �o 0 Z OU W SOW r0.�rwi1 f Key Mop #539—L & M V BENCH MARK B.M.: FOUND STAINLESS STEEL ROD IN SLEEVE, HGCSD42, AW5675, LOCATED + 0.3 MILES NORTf OF S.H. 225, ALONG MILLER CUT-OFF ROAD, TO DRAGE SUPPLY CO., f 10' EAST OF SECURITY FENCE, t 96.5' FROM CENTERLINE OF MILLER CUT-OFF , t 5' NORTH OF NORTH EDGE OF CONCRETE DRIVEWAY TO DRAGE SUPPLY CO. ELEV. m 2OA2 (1987 DATUM) T.B.M. "H": FOUND ".O" CUT ON BACK OF CURB, LOCATED ALONG WEST BOUND FRONTAGE, NEAR STA. 9+53.99. 35.90 RIGHT ELEV. = 2§,$4 28 ..........:....... ....... :....... :....................... :....... :....... :....... :....... :....... .. 28 26 .... ..... .... ... .... .... ... .... .... ..... ..... ..... ..... .... ..... ..... ......................... ........... ..... ..... ..... .... ..... ..... ..... .... .. .... ..... ..... ........... .... 26 ........:.......:........................... ' Top Of Pavement 24 .................. ....... :....... :....... :....... :....... :....... :....... ........ ........ ........ ........ :....... ........ :.......24 .... ..... .... ... .... ..... ..... ..... .......:Naturol Ground ® R.O.W. • 2L ............... _IL Ditch ...............................;...............:.......:.......:.......:...............:...... ....... :....... :....... :....... :....... :....... :....... :..... ...... .....22I .... .... ..... .... .... ..... ..... .... .... ..... ..... .... ..... ..... ..... ..... ..... ..... ..... ..... ..... > ..... ..... ... .... ... .... ... .... .... .... .... ..... .... ... ..... ..... .... 20 v .:....... .. .:.. .:. ..:. .:. .:. .:. .:.. ..... .... .... .... .... ..... ..... ..... ..... 20 PROP. 6 F.H.' CONN. : w ..........:..............:.......:.......:.......:.......:......:.......:.......:.......:.......:.......:.......:.......:...... ,,: : PROf?. 6 0 :.:......:.......:.......:.......:...... :.. — : F.H.: C NN m .:...... ... .... .... ..... .... .... ... .... ... ..... _ ................. o 18 .................. . .............................:.......:.......:. .... ..... ..... ..... ..... ..... ..... ..... .... .... .... .... ..... .. - Pipelin 1 8 . . ......... J„T�� _ Exist. 2 6"� MPP e '"As Er f Ell onummi�UFNMUMM=IVNNM n . PRIVATE UTILITY LINE APPROVALS sloo _ ENTE7 , INY eZ fiUTYWEJTEUW BELL TELEFTFa a CO. Its; s le';i! ` HOUSTON LIGHTING 9 & POWER (VALID ONE-YEAR ONLY) 5_OF E•TFr9�1 4 s e %J. MARK SAPPINGTONO o • 65153 s ®1���G/STER� ?Y"�• 1 s 0 L PLANS PREPARED BY COBB, FENDLEY & ASSOC. INC. 5300 HOLLISTER, SUITE 400 HOUSTON, TEXAS 77040 (713-462-3242) JOB NO. 98Z045-01 DWG. NO. 8Z0451 PB PROP. 8" WATER LINE STATE HIGHWAY 225 AT SENS RD. .............................................................................................................................. ..... ... .... ..... ..... ..... ..... STA. 5+20 0 PR 8' WATER E T 10 40 OP. T'E LIN 16 .........................(PVC, C;900) ..........:............................. ........ : .......:.......:........ ..:.......:.......:.......:...... ..... .......... ....... :....... :....... :....... ... ..... ..... .... ... .... .... ................................ .... ... ... ... .... 16 ........ ATE HIGHWAY 225 : o ..........:....K.......................................................................................................: : : : o ...............................................................:.......:.......:.......:.......:...... � .. ..... .... ... .... .... ..... .... ... ... ... .. ..... ..... ..... ........ CITY OF LA PORTS : 14 : : : : : : HARRIS COUNTY TEXAS ......... .... ..... ..... ..... ..... ..... ..... ..... ........... ..... ..... ........... 14 ' Q ..... .... .... ..... .... ........ vV) : APPROVED .......... :.... Lat.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:...... ..... ..... ..... ..... ..... ..... ..... .... ..... ..... fJ7 :. .:. ....... ..... OF LA PT J 12 3 : .............._...........................................:.......:.......:................. .............. ..... ..... .... ..... ..... ..... ..... ..... ..... ..... ..... ..... (� ..... ..... ..... ..... ..... .... .... .... .... ..... ..... ... ... .... ..... ..... .... .....12 .... .. ..... ..... ..... .. ......WM6 DATE Q aSUBMITTED: ..... ..... ..... .... ..... .... ........ SCALE: ..........� .. ..... .... ....a OR1"=20 ' VERT. ° 10 : DATE: 11 /12 /98 a ... .:. .:. .:. .:. .:. .:. .:. .:. +b.:b .. .. .. .:. ... ... ... ... ...+bb ... ..... .. ... ... ... ... ... ... SURVEY Bv: CFA 6 ' .. ... . ... .... ._0 80 ' .. 9+bb .............. 10+:00' F.B. 'O.: 1105 10 98 - 7&OQ DESGNED BY: RER DRAWN BY: DSD SHEET No. 4 of 17 <HEETS CITY DWG NO. I I I 3 I o € a W 0 m w z o o Alk0 g - 0�` m Z: 0om 0 0 I o o w 9 rs • 0 0 x z 3 a U E 0 0 rn O� zw a a ow � Hai 3 a zH � o OU I�Aq t` a GO kin i i 3 � w 0 4 z a � o 0 i a N iu I s s d v wa a 1 v N W STA.10+80, O/S 12' LT. SEE F.H. LEAD 1-8" GATE VALVE & INSTALLATION BOX, M.J. T 1 O d' M Thick Brush ,i. Exist. 2-6" MPP Pipeline O Top Of Bank i rh to - - i W Top Of Bank z --PROP. 8" WATER LINE N = Exist. 24" RCP (PVC, �.`-900) V 11 00 S 70'44'16" E 12 00 13400 !.... .. ............. ............................................. ...... ............................. ....................... Q Edae Of Pavement , ..V. . J. & JACK .............................. Edge Of Pavement STA. 10+90, O/S 28' LT. 1-4' FIRE HYDRANT, M.J. 1-6" GATE VALVE & BOX M.J. 1-8" X 6" TEE, M.J. .A. Baseline Fnd. 5/8" 1 179'59'55" P.I. Sta.=13+75.17 SEE F.H. LEAD INSTALLATION DET. SHT. 16 R.O.W. P 14400 S 70'44'21" E ..I.................I............................. STA. 13+88, O/S 28' LT. 1-4' FIRE HYDRANT, M.J. 1-6" GATE VALVE & BOX M.J. 1-8" X 6" TEE, M.J. - - Conc. Shoulder Exist. Conc. Pvm't M . M Key Map #539-L & M IIIIIIIIIIIII[Li BENCH MARK B.M.: FOUND STAINLESS STEEL ROD IN SLEEVE, HGCSD42, AW5675, LOCATED t 0.3 MILES NORTH OF S.H. 225, ALONG MILLER CUT-OFF ROAD, TO ORAGE SUPPLY CO., t 10' EAST OF SECURITY FENCE, t 96.5' FROM CENTERLINE OF MILLER CUT-OFF , t 5' NORTH OF NORTH EDGE OF CONCRETE DRIVEWAY TO ORAGE SUPPLY CO. ELEV. = Z= (1987 DATUM) T.B.M. "G": FOUND "0" CUT ON BACK OF CURB, LOCATED ALONG WEST BOUND FRONTAGE, NEAR STA. 15+53.99, 35.30' RIGHT ELEV. = 26.07 ut ' " iNOW lkewom MR mummmmm bTA'&=1r=E HI�HWA%Yff 2`2`5 1 n >�1t0 it :: PRIVATE UTILITY LINE APPROVALS ................. 28 J ENTEX, C. 28 C ..:. ..:. .:. ..:. U WF�S EPHONE CO. .:. .:. ..:. .:. ..........:....... ....... :....... : ..... ..... .... .... ..... ..... ..... ..... .... ... .... ... ... .... .. HOUSTON LIGHTING &dPOWE (VALID ONE-YEAR ONLY) ..2fi.... :............... :.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.. ... :.......:.......:.......:26 ... ........ = PEE OF rfk°1 :.. . c ° •4 Top Df Pavement ®y�% #fo .24 ........... y : .s .... s to ... ... ..... .. ...................................................................................................................... 22 ' .... 22 ..:. ..:. .:. �NA ssr ...... Nhtural Ground Q! R.O.W. ' PLANS PREPARED BY ............... ..... ..... .... ..... ..... ..... .... ............... ... .... ... ............... :.—.... ... .... ... .... ... .... ... ... ..... ..... ....... COBS FEN L W IL Ditch D E Y & ASSOC. INC 20 400 Q................................................................................................................................... .. E 0 (713E 462-324: C3 .... .... , ' 45 01 DWG NO 8ZO451PC • JOB NO 98Z J :> ..... ..... ..... ..... ..... N XAS 0 :....... .......:.......:.....V......:.......:.......:...:...:......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:...... :O :.. �• : : : Z PROP 8 WATER LINE 18 :............. ........ ................ ........ ............... ........ ........ ........................ ........ ........ ........ :....... ........ ..... .. ; 18 STATE HIGHWAY 2::P .. - - =----- - ---_ . z . AT SENS RD .... ................ .:. .... ..:. . STA 10+40 TO 15+70 16 N .........................:......:......:.......:.......:......... PROP•.. 5....F,H}..Mft....:.......:.......:.......:.......:.......:...... 16 .............................. ..... ..... .... .... .... ... ... .... .... ... .... ... ... .. ... ... ..... STATE HIGHWAY 225 o i CROP; 8" WATER LINE 1 XisE'�='s" MpFf �'ipeline ...........:......:......:.......:.......:.......:.......:.......:...............:.......:.. { PVC,; C-9D0) n -F:.......:.......:.......:.......:..............:..............:...............................:.............. .... ..... ... .... ....... O In 1414 -HARRIS COUNTY, TEXAS ...:........ .......................................................................................................................... APPROVED 10 LF :PROP: ••••••• � � � � � � OF LA PORT.......................................:.......................................:............. z BORE Ri JACK z.... Cot 12 J `f-oa 12 .. .:. ..:. .... ..... ..... ..... .... .... ..... ... ..... ..... .... ... ... .... ... ..... ... ... ....... _ .... .... ....... ENGIN to DATE Q V • SUBMITTED: R ..........:.... •'�'•.......:........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........................................:.......:.......:..... : — DESIGNED BY: RER ................................. .... ..... ..... ... ..... ..... .... .... ..... ..... ..... .... ..... ..... .... ..... .... .... ..... .... ... ... .... .... ..... .... ..... ... .... ....... G � - m �T. 1 2 — DSD •x . - w. f 1 7 DATES 11/12/98 DRAWN BY• . 17 auE 1 O SHEET N0. 5 OF ... .' . ... ... .......- . ... ... ... ... ... ... ... ... ... . _. ... ... ... .: . .: SURVEY BY: CFA � 11 +00 12+00.............................................13+00...........................:....:.......14+00..:....:.................................. %15+00..:....:....:....:....:.................... .......... .. CITY DWG N . F.B.NO.: 1105 C D 0 ®a- I L I- { Q i I S s 0 W a 0 M w Z< 0 � a z s Z o z _ 0 'm o�- a o a 0 C) 0 ❑ o i 5 I a I. U O P 00 w a _< � 0 O� 0= z ow z z U Oa OU —_ H 5� o n zH OU U� w � ' °`aw N O i O (Yi w I g8 I i d E o 0 0 O W O 3 O �>a �> x a m '• Yacid " O s -xva �> O O uv3 w 'cpU E s 4 o: d m =' f> a .. o o .- " w .s0 �� 0 o � �> a. C C �p O 'y'y C C y > C C p 0 C << O tJ 0 Ca C r Q. a m a, W o r n ccv+N « a y -y . c u c . w 'v'v t a. m w t 0 m aaa . dla •- u'o v9a m cc v ° o. an¢� as aa' cai d 0.•a °•a y cc'x Z z c c •°; •�' aa.- ma. u m a a'a c� ai W SEE F.H. LEAD Wa as"'3 arMr 44 �Lna. a as mmmr N Yv yr aim .w3 NV°� INSTALLATION I_ 250' Pipeline Exxon Easement DET. SHT. 16 + North R.O.W. o0 +� f q Ditch Top Of Bank Top Of ank Q. A Aj.Exist. 2-6" MPP Pipeline `—Top Of Bonk n `—Top Of Bank A r�Pr A OP. 8" WATER LINE N M ~ (PVC, C-900) C.F.A. Baseline '— + _ 16 00 17 S 70'44'21" E 1 00 19 00 () Q .............. ... ........ . ..... .............. Edge Of Pavement ^ PI• Conc. Shoulder Q N - PROP. 320' OF 12" DIA. STEEL CASING Exist. Conc. Pvm't SEE DETAIL SHEET 16 FOR CARRIER _ PIPE INSTALLATION DETAILS STA. 17+00, O/S 28.2' LT. 1-4' FIRE HYDRANT, M.J. 1— 6" GATE VALVE & BOX M.J. 1-8" X 6" TEE, M.J. 179'59'40'--,_r. i .r.-. O 3 0` a ..' a- OIL c mw� CO u._ m w:o a y oo c w .c a 'Tu cc •w •w a ccoo •w wL a t.- a l ccoo•- c 0- a as m o aao a.wt-r w'v c� 12 a as '> 'aac� ._aka 0_0_0r n. a M N Infn to -*It .- 60' Pipeline Ex n Easement 00 0 Conc. Headwall Q 1104 H STA.20+68, O/S 12' LT. 1-8" GATE VALVE & BOX, M.J. Key Map y539—L & M BENCH MARK B.M.: FOUND STAINLESS STEEL ROD IN SLEEVE, HGCSO42. AW5675. LOCATED t 0.3 MILES NORTI OF S.H. 225, ALONG MILLER CUT—OFF ROAD, TO DRAGE SUPPLY CO., t 10' EAST OF SECURITY FENCE, t 96.5' FROM CENTERLINE OF MILLER CUT—OFF , t 5'-NORTH OF NORTH EDGE OF CONCRETE DRIVEWAY TO DRAGS SUPPLY CO. FLFV= = 29-112119g7 nenlul - i O now + N =•vim—'' ' z Z x .. a rt� � , I{1F ........ PRIVATE UTILITY LINE APPROVALS 28 INC�/ ELATE a 2.. rf' .... EPE CO. 15too ..........:.............. :....... :....... :....... :....... :....... :....... :....... :....... :....... :....... :........ : R HOUSTON LIGHTING & POWER (VALID ONE—YEAR ONLY) s...:....... ....... :....... :.......:....... :...... .:....... :....... :....... :....... :....... :....... :....... :....... :....... :....... :....... :....... :....... :....... :....... :....... :....... :.......:.......:.......:....... :....... :........ .......:.......:.......:...... 26 ..... ..... .... ..... ... .... ... .... ..... ... .... .. ..... . ................ ................... s Top Of Pavement 24 ......... ......... ....... ........ ........ :....... :....... :....... :....... :....... :.................. 24 ...............................................................:.......:.......:.......:.......::.......:.......:..............:.......:.......:............. .... ..... i i c i %J.••MARK• SAPPINGTON� i65153 i _7 Z 22 a Q N :. o s NA e 0 1 S .=•N• 22 .r PLANS PREPARED ..... ....:....... ....... :.......:....... :....... Natut:al..GmuU d. R.R.O.W...........:.......:.......:.......: ':.......:.......:.......:.......:.......:..... .. Q PARE BY .... ..... ..... ... ... ... ... .... ..... ... ... .... ... ..... .... ... .... ..... .... ... ... ....... COBB, FENDLEY & ASSOC. INC. Z.y,. 2Q IL Ditch ' 5300 HOLLISTER. SUITE 400 :.:..... .......:.......:.......: ....... ......:..... .........:.......:...... — T — :. _:... ...:. :. ..... ..... .... ..... ..... .. .... ... .... .... — — IX.xtst. g4..R ... ... ... .... ... .... ...:.:.....:.. .tY ... ... ... .... .... ... ... ... ... .... .... .... ... .... — — — — _'.... ... .. ... ..... ..... ..... ..... ..... ........ - tch • __ E�� ___ ' ..�•• t`' JOB .98 045 O1 WG. N0. a a ..Exist. 2-18 RCP HOUSTON ' TEXAS 77040 713 462 3242 .. H .. NO 0451 PO or, CAIJTI©LV a z •_--.. ....... ............ ..... ..... ... .... ... ... .... ... ... .... ..... ... ........ lAj $�� W 18 N CROSSING 31OLF OF EXXON a --- LINE : PROP WATER ................... .................. ........ TAR..�..NL;..........................................................................................:.PIAELLNE•: ESM• a••GO TRA TOR...................................... ... ... ... ... ... ... .... ... ... ... .... .... ... ... ... ... ..... ..... .... ..... STATE HIGHWAY 225' z (PVC, C=900} .r 4c o y : : Z SHALL EXERCISE EXTREME � AT SENS RD. ............................................................................................................... CAl! ION : WH N RKING _ s ..... T................WQ................. .... ... ... ... ... ....Eiisl:' 2-6"' M`PP' Pipeline C1 ... .... .... .... . .. . ..... ... . WITHIN ESMT.: .... .:.. ..:.. .:.. . o • 16 _ a i _ r is 16 n / i + + (R) a STATE HIGHWAY 225 ...............^ ...• .w. :.........•.:...• •.............. .. .......... ...:..........................................• .................. s + .. ..... ...•.................................................•............. •.• .... ..... .... •... ..•• ...• .... ••• „...::.......:.......:.......:.......:.......:..........t _ PROP. 6: F.H: CONN. o P% CITY F LA a 14 PROP. 322 OF 8 HDPE IN N HAR IS OCOUNTY, OTEXAS . ...............................................................................:.......:.......:.......:.......:.......:.......:..............:..... ..... ..... ... ..... ..... ..... .� :. :. :.. :. :. • n .. .... .. .... ..... ..... ..... .... .... ... APPROVED : 14 N .:. .:. ..:. ' �' "PROP: "320 ":OF' 12 DiA: "STEEL' £'ASING• (OPEN' CitT ' SEE DETAIL: SHEET 16 FOR CARRIER: : � 1 t .:.. ..PiP ..INSTALLATION.. DETAILS:. ..:.. ..:.. _ o 12 -00 _ .... .... ..... ..... .... ..... .. ..:.. ..:. ... .:.. ..:.. .:.. 4 Q SUBMITTED: .......:.. ..:. .:..4EINEER/_/04W�_DATE RER ..........:....�....... :....... :....... :.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:..... ..... ..... ..... .... ..... ..... - OESIGNEp BY:. .. ..:. .:. .:. .:. ..:. .:. .:.......:...... .... ..... .... .... ..... .... ..... .. ... .... .... ..... .... .... .... .... ..... ... ..... ..... .... .... ..... ..... ..... ... .... .... .... ..... ....... - o - g : pDATTEE:: 11/12/98 SHEET NO. D17 cuEE75 10 Exist.: Tunnel : DRAWN BY DS • SURVEY BY: CFA 4 _ _ ... ... ... ... .': _ ._.''_ .:. ._' ... ...___. .. '. .:. .:. .:. .:. .:. ... .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .I. .:. .:. .:. .:. .:. .:. .I. .:. .:. .:. .:. .:. .�� CITY DWG N0. . U 16+00 i 7+00 18+00 _ _. _- - 19+00 -- - __ __--.--- _ _ _ - _- _..__ _ 20+00 21 +00 1105 T 3 a , 0 a U ui z a a o w m -� $= o Z } m a w a ❑ �: U !t j 0 J 0 x i 5 a E U O � E~ � a z � � o g. U � W ui w q Oz � - z W O w L. /� [�' W � L Z U GG — � O Q�., v o w ,, o [-� r/] py o ci � - � zH O C) d o z I Q.�-. a ` � � aOW � W � t�wm�� I i i I y3 3 s` � s` � 3 a`, N N w c .� c .� Q o a o. o n. y Fi. ll •- 'u C u � I N I ,7 � Q � ~ W O p Fnd. 1/2" LR. / n q Dupont Conc. Mon. fnd. 3/4" I.P. North R.O.W. + O � Top Of Ban � Ditch Exist. 2-6" MP Pipeline �= Top Of Bonk W Z —�ROP. 8" WATER LINE a '' (PVC C-900) 21 00 � C.F.A. Boseline = S 70'44'41" E 22 00 23 00 24 00 E 0 T N C n. o 0 dU a�= > D: � � v � lJ y L �� � ii N� N Q 3 y ; H Q................... ............ .Edge Of Pavement................. .................................... .... ............ P.I. Sta.=24+54.29 .. .... ........ . Conc. Shoulder 30 LF � PROP. BORE & JACK Exist. Conc. Pvm't ...� (F) Of Pavement 1 �: 0 I Cell Site �� • S 70'44'36" E 1/2` I.R. Key Map y539-L & M 28 � i i i � . i - - i .:. ..: .:.. .:.. ..:. .:. ..:.. ..:.. .:. .:.. .:. .:.. ..:.. ..:.. ..:.. .:. ..:. • ..:. .:. .:. .:. + iD tV H N W z J r BENCH MARK B.M.: FOUND STAINLESS STEEL ROD IN SLEEVE, HGCSD42, AW5675, LOCATED t 0.3 MILES NORTI OF S.H. 225, ALONG MILLER CUT-OFF ROAD, TO ORAGE SUPPLY CO., t 10' EAST � SECURITY FENCE, t 96.5' FROM CENTERLINE OF MILLER CUT-OFF , t 5' NORTH OF NORTH EDGE OF Cv'n"�iRLIL DRIYGtIAY TV uriAG'c JIJr't'LY ti0. ELEV. = 2¢,,� (1987 DATUM) T.B.M. "F": FOUNO "O" CUT ON BACK OF CURB, LOCATED ALONG WEST BOUND FRONTAGE, NEAR STA. 21+53,99, 35.30' RIGHT FI FV a 9Q M. PRIVATE UTILITY LINE APPROVALS 1 NOUSTON LIGHTING & PC �-- �-�-�•- LID ONE-Y A (VA E R ONLY) ...''a.6....:.......�.......:.......:.......:.......:.......:.......:.......:.......:.......:...... ..... .... ...... ..... .. . _�.: � . .:. .:.. .:. :. .:.. .:.......:.......:...... .... ..... ..... .... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .... .... .... bd g .:.. .:. .:• ........................................................................................................I.......:.......:................... ..... .... .... ..... ..... ..... ..... ... .... P . s s s 24 i i � i ,�*? ... .. .. ToOf Pavement . .. .... .... .... ..... ..... ..... ..... .... ... ..... .... ... ... .... .... ..... .... .... ... .... ....... .. P .:.. ..:. .:. .:. ..:. .:.. .:. ..:.. .:. .:. .:. .:. t .:. ..:.. ..:. .:.. .... ..:.. .:. ..:.. ... .... .... ..... ..... ..... .... ..... ..... .................................................................... Ae,A // a �'o 22 - ........ .... .... ..... ..... .... ..... ..... ... ..... ..... ..... ..... ... .... ..... :.. .:. ..:. '.. ..:. ... ... .... .... .... ... ..... ... .... ..... ..... ..... ..... ... .... .:.. ..:. ..:. .:. .:. .:. .:.. ..:.. �: .:. .... .... ... ... ..:.. ..:.. .. ..:. .C. ..:.. ..:. .:.. • .:....: ..... ..... .... ... Ist. 8 22 Ncltural GrDund ®R.O.W. : ... ..... .... ... ... .... ... ... .. : . .. ........ ..... ..: _ ._ j .... .. ... ... ... ... ... .... .... .... .... .... .... 20 � � i ....... .... ..... .... .... ..... ... .... .... .... ..... .... ... ..... ..... .. ..... ..... ..... ..... .... ..... .... ... ... ... .... .... ... ... ..... .... ..... ... ... ..... ... 2 0 fL Ditch I c f;D't h� .... ..... ..... ....... L W a .................. ........................... ......... ........ W .................................................................................................. ...............................:.......:.......:...... ... ... .... • ... .... ... .... ... .. _---�— --- e ., 1 8 c�i r. ...........................................................:.......:.......:.......:.......:.......:.......:.......:... Q . • .'. • ... ..... ..... ..... .... ... ... ... .... ..�.......:.. ..�. ... .�. .:.. .... .,y,/.� ;.. t 8.. O O� ..... .... .... ..... ..... ... ..... ... .... ..... ... ... Y� .............. .... .... ... ... .... ... ... ... .... .... .... � .... ..... ..... .. o ........ .... .... ..... � � ; ..... ..... ..... � .... ..... .... .... ..... .... ..... ... z z cr � 0 16 N V .. • .... .... .... ..... ..�..TPT4TPIT. }. TPITTTITITI .\ .ww..wwwR r. ��.. .... ..... ..... o ..........:.....�........:.......:......:.......:.......:.......:.......:.......:.......:.......:. N PROP. ......:... .:. ..:.. ..:. � ... .... ... ..... ..... ..... .... .:. .;. .:. .... Exist.• 2- 6•"•t,1PR •Pipeline.:.......:...... ..... .... ... .... .... ... ... ..... .... ..... .... .... .... ..... .... ... ... ... .... ... ... ..... .... .... .... ..... o ... ........ . 8" WATER LINE �.... 0 14 � P� C Y C-900 a :.... ........ .....Q... .... .... .;.. ..... .� .:. .:.. ..:.. �... .:. ... .....� ... ..... ..... .... ..... .... ..... ..... ..:. ..... .... .... ..... .... ..... ..... .... ..... .... ..... ..... 14 o � y ..... ..... ..... ..... ..... .... ..... ..... ... ..... .... .... ..... .... .. .... .... ... ..... ... ... ..... ... .... .... .. � .. ..... N . .: ..... ........ ..........:....W. .......:.......:.......:.......:.......:.... i i I ? .... .. .... .... .... .... ..... ..... .... ..... .... ...... W....:.......�.......:..........; —i OREL & JACK z o :.......:.......:.......:...... m a � � . .:. ... . ... ... .... ... ..... .... .... .... ..... .... ... ..... ..... .... ... ..... .... ... .... . ... ..... ..... .... ... ..... ..... .... ... ..... .... ... ..... ..... . ... . ... • _ ....: .... c� 4 : : : : : • ��� PLANS PREPARED BY COBS, FENDLEY & ASSOC. INC. 5300 HOLLISTER, SUITE 400 HOUSTON, TEXAS 77040 (713-462-3242) JOB N0.98Z045-01 DWG. N0. 8Z0451 PE -PROP. 8" WATER LINE STATE HIGHWAY 225 AT SENS RD. STA. 20+70 TO 26+00 STATE HIGHWAY 225 CITY OF LA PORTE HARRIS COUNTY, TEXAS APPROVED CITY OF LA PORTE / ' /i �_ a.✓. � �. ..�/ i / , � ..........:....�........:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:...... Q SUDMITTED: .. -...:.......:.......:.......:.......:.......:...... .... ..... .... ..... ..... .... .... .... ..... .... ... ... ... ... � - ESIGN BY. o - .,, .. .... ..... ... ..... ... .... .... .... ... ..... ... ..... ..... ... .... ..... ........ S ALE:HDRIZ. 1"-20' � e :. �� DRAWN BY: - -:.. : - - c 10 : DATE: Y11/12/98 .:. ..:. .:.. .:. .:. _ : . _ 17 cuEETS .:.. .:.. .:. ..:. .:. .:. :..:..:..:..:..:..:....... ... CFA 10 W ... ... ... ... ... ... ... ... .:. .:. ... ... ... ... ... ... ... ... SURVEY BY. ..... ..... ..:.. ..:. : ... .... ..yy ... .... ..... • � � SHEET NO 7 OFDSD 21+00 22+00 23+00 9d.4AA •• '�/Q.i:ni1' .,. .•. . . ... . . ... . . ... . . ... . . .:. . . .:. . . .:. .n.�.:. . . ... . . ... . . ... . CITY DWG N0. n U f OOP i " 0o W OZ o, _ z w 3 Q � m - L H, w W Z - z u UW i 00 i m o _ F� v J I z� W a O W �' O C4 W Go 00 t I I I O O _ + C4 �— a W z J 00 _ ............ ... 0 H S 70.44'36" E f North R.O.W. '-- To Of Bank .s T Tap Of Bonk 27�00 .. .... " - Conc Sh Id C.F.A. ou er Exist. Conc. Pvm't Edge Of Pavement N 0 a. .o � C W a N L O. Fnd. 1/2" I.R.-1, (E) V --- Exist. 2-6" MPP Pipeline iv # PROP. 8" WATER LINE 28+00 (PVC, C-900) 29+00 Of Pavement T o CL y > U > n z .) � 00 nu I Y To Of B k a 6 s o \ a 3 W N O N_ � U to JCL Ditch P _ an -- _ A n Top Of �Bankk ' ,179.51'48" /-179'29'54" STA.30+00, O/S 12' LT. 1-8" GATE VALVE & BOX} M.J. Key Map #539-L & M BENCH MARK B.M.: FOUND STAINLESS STEEL ROD IN SLEEVE, HGCSD42, AW5675, LOCATED t 0.3 MILES NORM OF S.H. 225, ALONG MILLER CUT—OFF ROAD, TO DRAGE SUPPLY CO., t 10' EAST OF SECURITY FENCE, t 96.5' FROM CENTERLINE OF MILLER CUT—OFF , t 5' NORTH OF NORTH EDGE OF CONCRETE DRIVEWAY TO DRAGE SUPPLY CO. ELEV. - 26.12 (1987 DATUM) T.B.M. "E": FOUND "❑" CUT ON BACK OF CURB, LOCATED ALONG WEST BOUND FRONTAGE, NEAR STA. 27+53.99, 35.30' RIGHT ELEV. = 24.35 HMO 2111111111"' STATE HIGHWAY 225 ' fe .................................................................................................. ..... ..... ..... ..... ..... ..... ..... .... ..... ..... .... .... ..... ..... ..... .... ..... .... .... ..... ... .... .... .... ..... ... ... ..... ... ... .... ..... ... .... ... .... .... ... .... .... .... .... ..... ........ �nl�suuen��r. PRIVATE UTILITY LINE APPROV .......... ....... ....... ....... .......:............................:..............:.......:..... ... ENTEX NC. 28 28 I _ HOUSTON LIGHTING &POWER ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ..... ..... ..... .... ..... ... (VALID ONE-YEAR ONLY) 26 26 S�I OF +` ....... .... .... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .... ..... .. ..... ..... ..... ..... ..... ..... .... ..... ..... .... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .... P�E•OF T FkgS,� i i i 24 24 Nei �y R i s J. MARK SAPPINGTO i 65153 40 ....: .... .: lop 01 Pavement ASS/ONAIE��� ... .... ..... .... . e�see 22 22 °°° l tGPTD PLANS PREPARED BY .......... . ...:.......:.......:..... :...... :..... ..... .... ..... ..... ..... .... ..... .... ..... ... .... ..... ... ..... ... .... ... ..... ... .... ..... .... .... .... ..... .... .... .... .... ..... ..... .... .... ..... .......COBB,INC 5300 HOLLISTER, SUITE 400 Natpral Ground 0 0.W. 20 20 HOUSTON, TEXAS 77040 (713-462-3242) ....................................................................................................................... ... .... ..... .... .. ..... ..... ..... .... .... ..... ... ..... .... ............... ..... ..... ....... ...... .... ... ..... .... ... .... ... .... ..... .... ..... .... .... .... .... ..... ..... ..... ..... ... ....... Exis(. 1-24": CMP JOB NO. 98ZO45-01 DWG. NO. 8Z0451 PF • FL Ritch 3 Ditch __ a ' _- PROP 8 WATER LINE 18 o 18 STATE HIGHWAY 225 .........................:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:...... ..... .... ..... ..... .... .... ..... ..... .... ..... ..... ..... ..... ..... ..... .... ..... .... .... .... ... .... ..... .... .... ..... .... ..... .... ..... .... .... ..... ..... ... .... .... ..... :. :. �....... 00 AT SENS RD. -' + + N : ' .. .. .... ... ..... •... •..• ••....• ..•. .... .... ..... ...• /.1 �....•••�..••.• ••• ••• •• 16 Exist. 2-6":MPP Pipeline 16 : STATE HIGHWAY 5 .... ... ..... ..... ..... ..... ..... ..... ..... ..... .�.. .... ..... ..... .... .... ... ... 22 o O ...............+...... ................................................................... ... .....�.. .:. CITY OF LA PORTE C4 M HARRIS COUNTY, TEXAS 14 14 " ...............Q....... :....... :....... :....... :....... :....... :......:............................... :....... ..... ..... ..... ..... ..... ..... ..... ... .... ....................................................... PROP. 8" WATER LINE N APPROVED (PVC, C=900): 48 : LF PROP.: CITY OF LA PORT E N .. ..... ..... ..... ........ N z B AC z ORE & :JACK: J J O -� a 12 -" 0 12 " .......... :. ... _ m .......:.................. .... .... ... .... ... .... ..... ... ... ..... ..... ..... ..... .... .... ... ..... ..... ..... ..... ..... ..... .... X.... ....... ....... ....... .......:. ......:. .. .......: aC�IT�EEER DATE C QQ SUBMITTED: RER 4 DESIGNED BY: ... ... ... ... .... SCALE: VERTL. t"=20' VERL DRAWN BY; DSD DATE: 11 12/9H O. 8 OF 177 SHEETS 3 10 10 SURVEY BY: CFA SHEET N c .. .. ... ... . . ... . . . 26+00 ...... 27+00 28+00 29+00............................................30+00...........................................31+00 '. F.B. NO.: t1 CIWO. U OS TY D%WG N 9 r 76� e L_ i 1 1 i B i a i z 0 0 r a W m z � 0 • w z o o 2 _ z 0 ¢ a o _ a E 0 a 0 0 wc 5 o. i O O + q� I 0 u Y 0 c x � u am co0 a cv a a a.Q r P � 00 S 71'22'55" 0 a_ 0 F CL Ditch Top Of Bank '"q;:::7 �- PROP. 8" WATER LINE (PVC, C-900) 179'29'48" 179*32.12" P S 71'53'07" E 32 00 C.F.A. Baseline 33 .. S 72'20'55. E P.I. Sta.=31+54.23 P.I. Sta.=32+54.23 Edge Of Pavement Conc. Shoulder --� STA.31 +90, O/S 12' LT. PROP. 8" W.L. R.O.W \ P.I. Sta.=33+54.18 STA.34+00, O/S 35' LT. Exist. Conc. Pvm't PROP. 8" W.L. Fdoe Of Pavement 7 �TBM (D) » .,pp Pipeline Exist. t_6 ,,."".."►.. • ----�� • —_ » -- • O O 179.29'39" 35t 00 72 54 46 E • - • • • . • . ' ' • P Sta=34+54.16 STA.36+00, O/S 55' LT. PROP. 8" W.L. ,17933'46" AM W z x E 36 g BENCH MARK B.M.: FOUND STAINLESS STEEL ROD IN SLEEVE, HGCSD42, AW5675, LOCATED t 0.3 MILES NORTH OF S.H. 225, ALONG MILLER CUT—OFF ROAD, TO DRAGE SUPPLY CO., t 10' EAST OF SECURITY FENCE, t 96.5' FROM CENTERLINE OF MILLER Key Map #539—L & M CUT-OFF , t 5' NORTH OF NORTH EDGE OF CONCRETE DRIVEWAY TO DRAGE SUPPLY CO. ELEV.- - 26.12 (1987 nATL1M1 T.B.M. "D": FOUND "0" CUT ON BACK OF CURB, LOCATED ALONG WEST BOUND FRONTAGE, NEAR STA. 33+53.99 ELEV. = 24.93 .. t "AS w / i PRI 28 AT�EX ........................................................................................................................................:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:20- .......:.......:.......:.......:.......:.......:.......:.... .. ... ... .... .... .....:.......:.......:.......:.......:.......:.......:.......:...:...:. ..:. ..:. .:. (VALID ..:. ..:. ..:.. .:.. ..:.. ..:. HOUSTO 26 ... ...................... : ..........:.......I................. :................:...... ................. ... ... .................. 24 .... ..... 24 Top Of;Pavement ..........:.............. :....... '.......t....... :....... :.................. ......... ' ... .... ... ... .... ... ............... .... .... .... ..... .... ... ... ... ... ... ... ..... ... ... ... .... .... .... .... ....... 22 �Owo ....... .... ..... ... .... ..... ..... .... ... ... ..... ..... .. .... ... ... .... ... .... ..... .... ... ... .... .... ..... .... .... ... 22 20 Natural- Ground: @ R.O.W. .... ... .... .... .... .... ... ..... ... ..... ..... .... ao .... .... ..... ....... JOB N0. ............................................................................................................................................ Ditch ..... ... .... .... ... ... .... 18 F . .....:.......:.......:.. � 18 ........ .... .... .... ... .... ..... ..... ..... .... .... .... ..... ..... ..... ..... ... .... ..... ..... ..... ..... ..... .. .. ..... ..... ..... .... .. ..... .... ... .... ... ... ... .... ..... ..... .... .... ... .... ... .... .... ... ... ... .... .... .... ... ... .... ... .... ..... ....... S 16 : : : : Exist. 2-6" MPP Pipeline ...... ..... ..... ..... .... ..... ......... ............ .... z 16 O� ..... .... ... ... .... ... ... ... .. :...... ........ ........ ... v+. ..... ... ..... • ... ..... ..... ..... ..... ... • Wes• } T • • • • �W • • �� • �i�.r • Tyr • 0 ... ................. ... ... ... • • ..• .... ..... ..... ... ... ... ... ..... ... 1 • ..... .... ..... ..... ..... ..... ..... ..... .... ..... .... .. . ... .... ... ... .... .... ..... ..... ... ... .... ..... ..... ... .+ ... .... .... ... ... .... ....... M 14 i i H, .... .. .... ..... M Q ..... ..... ..... .... ... 1 N OP. 8" WATER LINE �...:. :....t�t.......:.......:.......:.......:.......:.......:.......:.......:.......:.. (PV.C, C=900 ....................................................................:.......'.......:..............................:... J 12 x. .:...............:... ....:.......:... V :...... ..... ..... _ ... U 124r.N*E Q :........... :.......:.......:....... :....... :....... :....... :....... :.......:....... :...... a .:. .:. .:. .:. .:. .:. . ........ ....... . SCALE: HORI2._ VERT. _ 10 DATE: ... ... ... ... . . ... . . ... . . ... . . ... . . ... ... .: 31 +00 32+00......:....:....:....:....:....:....:....:....:. SURVEY Y: 33+60 ................... $4+00 •35+00 �36+00 . F.B. NO.8 tt 10 I a I a z o # wU � w 2 zs >0 — o a m� CD o z ffi o ryQr•�- W ❑ ¢ ® ❑ x , 5 R I U I I O� • � a o L `q 'o W _ w a ' Q > oz ee zw 0 z z ... U m z M - � u � 04 0 z I-- a O U 0 U z z Q � 5 a 00 c O a I R W o I I 1 I I I I = e _..-------- - ........... . o .._.. . HTop Of Bank Ditch _ _ ! CE ISTA. 40+00, O�S47 L47 T� 1-8" ceTC v.AI11r az ( BOX. K M.J. a 0- °o.n. 0 y W d o m agyHNa `0 o N CI\ L VI U U North R•0•W' Exist. 2-6' MPP Pipeline .."...-- �- PROP. 8" WATER LINE / (PVC, C-900) J W Z J Top Of Bank H STA.37+54.15, O/S 66' LT. PROP. 8 W.L. 179'25'30" 176'7'35" 00 S 73'51'21" E 37 00 S 74'25'51" E •P.I. s4 =36+54. Edge Of Povement '. .. ' ...... P Conc. Shoulder Exist. Conc. Pvm't 0 C.F.A. 161.24 93" 0 a d W 6 33 Key Map #539-1- & M BENCH MARK B.M.: FOUND STAINLESS STEEL ROD IN SLEEVE, HGCSD42, AW5675, LOCATED t 0.3 MILES NORTI OF S.H. 225, ALONG MILLER CUT—OFF ROAD, TO DRAGE SUPPLY CO., t 10' EAST OF SECURITY FENCE, t 96.5' FROM CENTERLINE OF MILLER CUT—OFF , t 5' NORTH OF NORTH EDGE OF CONCRETE DRIVEWAY TO DRAGE SUPPLY CO. CI..CV..: 1A 1.1 11 OA? INA.TI MA1. T.B.M. "C": FOUND "O" CUT ON BACK OF CURB, LOCATED ALONG WEST BOUND FRONTAGE, NEAR STA. 39+04.08 ELEV. = 25.]S. mi i"AS � r > "NWAY M %jTATE Hlu nn . r ............................................................................................................................................................................................................................................................................................................................. . ................................................................................................................................................................ PRIVATE UTILITY LINE APPROVALS ...... ..... ..... ..... .... ..... .. ..... .... ..... ..... .... ..... ..... ..... .... .... .... ..... ..... ..... ..... ..... .... .... ..... ..... ..... ..... ..... .... ..... ..... .... ..... .... ..... ..... .... .... .... ..... ..... ..... ... ..... ..... ... ... ... ... ... ..... ..... ..... .... ........ — v 28 ENTEX.� C. _ .......... ........ ........ ........ ........ ........ :....... ....... :....... :....... :....... :....... :....... :.......:....... :....... :...... ..... ..... ..... ..... .... ..... ..... ..... ..... ..... ..... ..... ..... ..... ... .... .... ..... ..... .... ... .... ..... ..... .... ..... .... ... .... .... .... .... .... ..... ... 28 : ONE C ERN �Lo�LEPH CO. :.......:.......:.......:.......:.......:..............:.......:.......:.......:.......:.......:.......:...... ........ HOUSTON LIGHTING & POWER (VALID ONE—YEAR ONLY) 26 : : : 26 ........................... .. .... .. ................... .. ............................................................................................ .... ...... ... .. .. •o�`E OF TF �C! s P. . ast . tr' s ♦ .... .... ... 24 24 /� n .... ..... .... .... ... .... ..... ... ... .... ... ... ..... .... ..... ..... ..... ... ... ....... ...................................... Top:Of Povo e t MARK SAPPINGTONO .... ... ................... 65153 G '1STEO 22 'w 1 /ONAL o ®ea0000 PLANS PREPARED BY :....... :....... :............... :.......:..............:.......:.......:.......:.......:.......:.......:.......:.......:.......:...... ... ... .. ..:.. :. .. :. :. COBB, FNC. Natural Ground ® R:O.W. : : 2O OUS 0 5300 XO S71 ASSOC.060-3 4 T ) LUSTER E H T N E AS 77040 13 4 2 2 2 ao c JOB NO.98ZO45-01 DWG. NO.8Z0451PH w.................:.......:.......:.......:.......: W ...:..... ..... ..... ... ..... ... .... ..... ..... ..... ..... ..... ... ..... .... .... ....... ..............:.......:............ .... ... ... .... ... .... ..Exist • 2,+"• •RtP• .. .. . ..... ..... ..... ........ > FL DOch „ : OP. 8" WATER LINE E c�18 18 SE HIGHWAY 225 ........ .... .... .... ..... ..... .... .... .... ... ..... .... ... ... ..... ... .... ..... .... .... .... .... .... ..... .... ..... ..... ... ... ..... .... ..... .- .... ... .... ........ AT SENS RD. — •.......:.......:•.Z... .......:..............�..... ..... ... ..... ..... ..... ..... ... Exist:2-6MFPPipefihe STA' 36+00 TO 40+80 .......... :....... :....... :....... :.........:....... :....... :....... :....... :....... :....... :... ....�.. ;> 16 16 N............................................................:.......:.....................:.......:...... .... ..... ..... ..... ..... ..... ............... ..... ..... ..... .. .... ...... STATE HIGHWAY 225 .. y u •w M 0 Y • i ;..� _ W NRTE .......... :....... :....... .... ........... ......... ..... 1 ' '. .... ..... ..... ..... ..... ..... ..... ..... ..... ............... ..... .... ..... ..... ..... ..... ... ... ..... .... .... ... ..... .... ... .... ..... .... .... .... .... .... .... .... .... ..... ..... ..... ... .... .... ....... ` M ''' -�-----�_•_ �'" -----...... � ..:. .. � HARRIS CITY OCOUNTY, F LA OTEXAS 14 ..... ..... ..... ..... ..... ..... ..... .... ..... ..... ..... ..... ...'."-.--+... .. .. :. �. to P. 8" WATER :LINE CI OF LA PORTE PF20 --+--:• APPROVED N (Rvc, c-soo) CITY N t Z_ Z 12 J 12 a T777 0 " ..........:.......:.......:.... ...: ..... ..:.......:.....Z.......:.......:.......:.......:.......:.......:.......:..... ... .... ..... .... .... .... ..... ..... ..... ..... ..... ..... �... ... .... ..... .... ..... .... ..... .... ..... .... .... ..... ..... ..... ..... .... .... .... ............... .... .... ................... .......:....... :....... :........... aTTENGFEER DATE _ a 38 : LF PROP. : Q BALE HORIZ. 1"=20' DESIGNED BY: RER .......... :....... :....... :....... :....... :....... :....�....... ....... :....... :....... :...... .... .... .... ..... .... ... .... ..... ... .... .... .... ..... ..... ..... ..... ..... ... ... ..... ..... .... ... .... ... ... ... ... ... ... ... ... ....aE....:.......:.......:........... .:. ..:.. .:.. .:: .:. ..:.. o • . • . BORE" A VERT. 1 2 — DRAWN BY: DSD .... .... .... .... ... ... ... ... .... ..... .. c 10 1 O SURVEY BY. CFA8 SHEET NO. 10 OF 17 cHEETS < . . . . .:. .:. .:. .:. .:. .:. :. .. .. .. .. .. .. ... ... ... . . . ... . . ... . . ... . . ... . . ... . ... . ... ... ... . . .. F.B. No.: 1105 �s+o0 37+06 58+00 39+06 40+06 41'+d0 CITY DWG NO.j4n 0) t l� ;. yt ■ Z e 0 a U W ' Z _ a s w Z �� o Z = }y' o s `3 � ° - ❑ � o � 0 J 0 x { 3 II a w U O� �. � a �, �� e I, s w a wq o z w �o _ ;_ o w __ U � � o z O � H ¢¢- � '. zH O U o� 9 Q v U� o (a t� _ W ^' rn z 5 i I �0. �,..// � � W � �o L� W .-, r va ,-� A., 1 i I' . I f I 1 3 w Vi O N O a N u V U o `o u u v v s` � � o . o v v>a��a� � o v O U'n V'n u O T a o. � o °, B o a v a 3 u v a vw... 'v r... I Sow aow o ws`a` w v 'coi w N u. c.l F- a c., r- > � v � - w o � / v v � o C G 00_ _' pN ano w a\ adc�F a 3 i ��`` ° e� / G y�c°' f l �t � � 1 �q�R ��� SASE/V 2p � t fgSf �H,�(1, HDPE) ter• � -• 126�� � 0 SfE� p fq/� SHe fTQ S �� JgCK OF ST gC�gT lO� pfTq �gRR1fR W. s`s` N �� N N � °. o_ c_ c D_ d _' w w vNu � aav 'a'a ya w W w w � • �� �� iop Of Bonk �� fCE Ditch �/ • _ ns•s:�za" PROP. 8" WATER LINE J/ '.J • • .. N 48'24'39" E irYV� �i3 ZS(�'�� C.F.A. Boseline �^ 44 00 N 48'24'39" E P.1. Sta.=42+54.06 Edge O Povement.�. .... ... � � � ���p•i•'Stu.='43+54.b3��•� � � � � � � � � � � P.I.'Sto.=44+54.04 Conc. Shoulder Exist. Conc. Pvm't _ $ • H • 225 STA.44+54.04 O/S 16' LT PROP. 8" W.L. ��I�i�l/�rl • • I � � Of Povement Key Mop �j539-L & M xlst. 2-6 MPP Pipeline ��'"'-- _ \ '"�, . _y __ • P.1. St_____ o-- _45-_ +�54 �8� r `\ N 55'02'9d^ � �'' .. X'� f943o•_ • \� . STA.45+54.08 O/S 16' LT PROP. 8" W.L. ----._- •. •.. . e BENCH MARK B.M.: FOUND STAINLESS STEEL ROD IN SLEEVE, HGCSD42, AW5675, LOCATED t 0.3 MILES NORTH � S.N. 225, ALONG MILLER CUT—OFF ROAD, TO ORAGE SUPPLY CO., t 10' EAST OF SECURITY FENCE, t 96.5' FROM CENTERLINE OF MILLER CUT—OFF , t 5' NORTH OF NORTH EDGE OF CONCRETE DRIVEWAY TO DRAGS SUPPLY CO. [I�FV : 9i: 1"_1 `iCA7 SAT imp � T.B.M. "B": FOUND "❑" CUT ON BACK OF CURB, LOCATED ALONG WEST BOUND FRONTAGE, NEAR STA. 45+53.99 ELEV. a 25.01 . .. ..... ..... ..... ..... ..... ... .... ... .... ..... .... .... .. ... 28 ,• 26 26 .:. .:. .:. .:. .:. .:. .:. P.avemerS t . .:. .:. .:. .:. .:. .:. fiTop.Of. 24 � , ... .... ..... ..... ..... .... ..... ..... ..... ..... ..... 24 .:. .:. .:. ..:. .;. .:. ..:.. .:. .:. .... ..... .. Notorot•GroonC •�'R:0: '. .... .... .:.. .:. 22 ' ... .. � . .................................. � 22 MAYCH F`iNISHED GRADE: � ..... .... ... ... ..... .... .... ... ... ..... ..... ..... ..... ..... ..... .... ... _ .... ..... ..... ... ...... .... . � t ... ..... .. ....... .... .. ..... 'W .... ... ... ... ..... ... .... 20 : � . ........ .... ..... ..... ..... ..... ..... ... ..... ..... ..... ..... ..... ..... ..... .... ..... :w 20 �.J .... ... ..... ..... ..... ... .. fA• .... ..... ..... .... .... ... ..... ... ..... .:. ...: ty �' . N �,: n �^ n ;Exist. 24•' Stm '. . : : ' � � � :Z ........ .... ......:t- ..... ..... ....'. ... ..... .. ..... ..... ..... ..... ..... ..... ..... .... Z .. ... .:. ... ....:. .;. ..:�....:.. to . 18 . I[ Ditch - _ -- ------ -- ------ • .................. /�y( .:. .:. .:... ..... .:. � ..w+,.....:... � Exist. �-6" MPP Pipeline V • •' • J'��j.'���•�1.• .... .... .` .... .... ..... .... .... ..... ... .... ..... .... .... .... ..... .... ....... •w.r.rrw.•rI• .. .. ............ .. ... .... .... ... .... .... ... ..16 � N � N � N �AUT10N � " � 16 . .............:.............. n �-.:...:.......:.......:.....:..:........:<......:..............................:.......:...... ... .. ... _ � PROP. 8 • WATER LINE a. a a a .:. ...: .:. .. .:.. ..:.......:.......:...... ..... .... ... ..... .... ..... .... ... .... ..... ..... .... ... a : � � CROSSING 50' P.IPELINE- � : .. .. •�� PVC�..C-90U...:. ... ..... .... ... .... ... ... ... ... ... .... .... ... .... ... ... .... ....... • N � N N N .... .... N � N N N .... ... .... l � .... .... .... .... ... . 00 ..............:.. c : • .:<.....:..... ESMT.: CONTRACTOR SHALL: `/` c : .z � . `�. `�'� W EXERCISE EXTREME CAUTION .. .. �.... ..... .... ..... ....... � :� � : Exist. 3" fPC Pipeline • W�6" Casing iNHEN � WORKING ;WITHIN ...14 • :..:.: •.............:......:......:.... .• .... .:.........i.......:.......:.......:.......:... .:.... a' Pi�OP.1281.1`' HDPE IN : �SMT.• ' E- � 2-8 : X 45 BENDS :M.J.: ... .... ... ..... ..... ..... .... .... .... ..... ...... �..............; ..... .... ..... .:. .:. .�. ' .:. .:. .:. .:.. • vi' PROP.• 126 F 8ORE &JACK OF 12 • DIA.• STEEL CASING• � � � � � N ' 4 .5EE..DETAIL.SHEE ...1.6...OR..CA :.......: � ... .... .... ..........:....� .......: '....... :.....;..... T F BRIER. ................... ......... ......:.. ..:. ..:. .:.......:...... ..... .... .... ..... ..... Z•-: .:. .... .... ..... ..... .... ..... ..... .... ... .... .... ..... ..... .... ..... .... ..... .... ... .... .... .... ..... W....:.......:.......:.......:..........: J ;` � � � PIPE INSTALLATION DETAILS � � Z • 12 J �, i " .: � 2 .8 X. 45 .SENDS M.J.,..........................:...... .... ... ..... ..... .... ..... .... ..... ..... ..... .... .... ... .... .... ..... .... .... ..... .... .... .. .... ..... ....... .:. .:......:. .:.. .:. ii� . � .:. .:. .: . .:.. .:. • ..:. .. .. . . .:.. .:. ..: ..:.. ..: .. ..:.. .:.. 10 i � c 4 +00 _ .: 42+00:. _ �43+00 � � .. i ......... i ..44+00.:.......................................:..45+00.:....................................... i ..46+00 .:....:....:....:.. � � . f - i II a I 1 I z { 0 W a U Ld z — o o . w 0 (� z m 0 w - 0 0 r¢ Id ® 0 � s C) O� a� E 0o f� i wq O a z zw �- C) w w ' m U i z ` �D u H� m o; z� L) Q� I W 0 0 � vC IA ji E 1 i STA.46+56.07, O/S 16' LT. PROP. 8" W.L. v m 0 0 N N _ W= a°�aO O-avvoo�> o as O o c cum 0. N N tCOWO ww rww 03 v rnonaiw n I- . - V W 0 • I r0 ��•• G°y 1 / /®/ . `e � h `O+ Q 101-40 IL CL Ditch °- I 55 io 2-6 M -- • w yE*5/ • �R .PROP. 8" WATER LINE (PVC, C-900) • 4 0( 192'52'16' S 82'34'29" .. Conc. Shoulder Top Of Bane 186'11'15" 1801114" N 88'45'44" 48100 N 88'45'44" E Exist. Conc. Pvm't v v x a o3 0 o a <OS?o a 0a vvv L UCC V VDLUN�01N wa�w¢wvInaa � 19 Entex. 2" HP Stl ..'�Rs1t4e . ..- yir �, i. v �. � r • i i� � (HDR ) 0 # 180'00'20"' N 88'45'44" W 2 m o v1 vE a a°N 0 O F p C a 0 O a a ci a m in w~ °' I w P =47+54.04 J C.E.A. Baseline) P.I. Sto.=48+54.04 + 00 J a + OD �P V v • Q H N ' (Al o '` a° o N o PROP. 100' OF 12" DIA. STEEL CASING o o SEE DETAIL SHEET 16 FOR CARRIER o PIPE INSTALLATION DETAILS x CEI11 ER 1 —2V' J 1 . C-900 PVC, WATER LINE ® FORCE MAIN CROSSING _ _// North R.O.W. r Ditch _0 "_Top Of Bonk - - � Ditch � TOP Of Bank N 88'45'44" E J 178'57'33" 186'14'20"' _ tU S 84'S9'56" E Q P.I. Sta. 49+54.04' ' '''•'•'�'� 50 P.I. Sta.=49+65.39 Conc. Shoulder Exist. Conc. Pvm't Key Map #539-L & M BENCH MARK B.M.: FOUND STAINLESS STEEL ROD IN SLEEVE, HGCSD42, AW5675, LOCATED t 0.3 MILES NORTI OF S.H. 225, ALONG MILLER CUT-OFF ROAD, TO DRAGE SUPPLY CO., t 10' EAST OF SECURITY FENCE, t 96.5' FROM CENTERLINE OF MILLER CUT-OFF , t 5' NORTH OF NORTH EDGE OF CONCRETE DRIVEWAY TO DRAGE SUPPLY c0_ ELEV.: 2LU (1987 DATUM) t;TATE HIG�HWAY 226'65 nT� MUNI .................................... ....................................................................................... ..... ..... PRIVATE UTILITY LINE APPROVALS 28....:.......:.......:.......:.......:....... .......:..... ENT .:. ... ..:. ... ... .... ..... .... .... .... ..... .... ..... ..... .... ..... ....... O PHONE C SOU L E�.E .......... :....... :....... :....... :....... :....... ....... :....... :....... N LIGHTING & POWER ..... ' ... .... ........ VALD ONE-YEAR ONLY) t t t t t t t 9R .......... :....... :....... ....... ....... ....... ....... ....... ....... ....... ..... ..... ..... .. ��®••OF �e .......:....... ...... f.0 .. .... ..... a kp(.... :. :.. It Top Of. Pavement ••.• ••... ..... ........ m5;•' x"4Sef0 ..:. a4p 0 urti . .:. ..:.. ..:.. f of: p••24:. :. :.. rp m• •• ..... ....... .• 01 Ora 65153 :.......:.......:.......:.......:..............:.......:.......:.......:.......:.......:.......:....... Naturo ..:.......:.......:..... ... of .G.v �.R ,... .., .... ... ..... ..... ... .... ..... •' ����� t Ground ®R.O.yJ. ..... ..... ..... ..... ........ ®�00�.n 3� ENoo �•e ��+� �I r n .: ri UE9. V d 4: H' .............. .. ............ ....... ..... - - 22IT rmi. ............................................ ........ ........ ................ :....... :....... :....... :....... :....... :...... R Ditch: PLANS PREPARED BY :. :...� W 20 : Exist. 6" Eritex > COBB, F INC. ........400 .......................................... ........... I. P. .StI. W ...... .. .. (D Steel Not :.......:.......:.......:.......:...................................:.................................:.......:...... HOUSTON O TEXAS 57040 SUITE 4462-3242 • 12 ;MIN. ; 9 .... ... ... ... ..... ..... ... ..... ..... ..... ..... ..... ..... ...... ( ) • - ( h Not ;Notified) : � ' : CLEAR DePt W JOB NO.98Z045-01 DWG. NO.8ZO451 PJ W....... .... ..... .... ..... .... 20 :.......:.......:........ .. ..... ..... ..... .... ..... ..... .... Z o.. ... a ; Exist.; 2-6, MPP Pipeline O „ r .••18 PROP. 8 WATER LINE - ---�-- . - _ _ - _ . Nz : 18 ... ... ... STATE I2 25 z AT SENS RD. ..........:................................... �i.. :.. l :...... ..... ..... .... .. ... ..... . 46+ 16 0+00 ... .... ..... . .:......:.. ry ...... ... ... : STA. 00 TO 5 » : STATE HIGHWAY 225 ......................... PROP. 8 •WATER LINE -- . ..........:.......:.......:.......:. + . : : :.......:...... .�PVCi C-900) ......:.......................:. v ... ... .. ..... ..:.... .. .. .: .. ... ....... ..... .... .... ..... ..... .... ..... ..... 0 ..... .... +........................ .. CITY OF LA PORTE 14 .......... ........ ........ :....... :........ .... •.......:.......:.......:.......:.......:.......:. COUNTY, TEXAS a......................:........................... ..... .. ..... ..... .... ..... ..... ..... ..... ..... ..... .....14 :. :. ..... ..... ... .. •... N PROP. 10• ' F. " i i i E S APPROVED ' ROP 2 0 :8 HOP IN » to :.......:.......:..... PROP. P. 180 BARE 8t JACK OF 12 6T ..............................:......... EE .,CABIN ? ER W....:..... CITY OF LA PORTE ` 12 ; -' �: SEE DETAIL :SHEET 16: FOR: CARRIER O� z m..........:.......:.......:.......:.......:....� . ..................... ..... _:�..... ..... -� :. :. q :. L ... .... .... ..... ... .... : 122— F.. d :N _ > .. ....:. ..... ..... ........ CI ENGI ER DATE .. PI PE INSTALLATION DETAILS : 4 a ......................................... ..................................................................................3•.....:..... ..:. .•.. ..:.......:...... ..... ..... ..... 0- ....... 'y Q SUBMITTED: mx. .:. ..... ..... .... ..... ..... ..... .... .... ... .... ..... ..... ......lL......:...... DESIGNED Y RER • ::'v :7 .... .... .... .... ..... ... ..... ... .... .... ..... ..... ... .... ..... .... .... .... .... ....... SCALE:HOR12. 1� DES D 1 O z vERT. 1 =2 DRAWNBY:DSD ... ... ... ... ... ... ... ... ... ... ... ... ... ... SHEET N0. 12 OF SHEETS • DATE: 11 /12 /98 46+DO ... .. .:. .:. .:. .:. .:. .:. .:. .:. .:. ... . . ... . ... ... ... ... ... 10 SURVEY BY: CFA 47+00 48+00 _ ..... F.B. No.: 1105 CITY DWG N0. 9 -760Z I 3 a 7 a z i h E2 ❑ a LM{J U w W Z o ¢ . ¢ - m CDlo� Z m o ❑ci U O O� 0o W a t`i 02 ZO w Fr 0.i S m u W 7 0 v y a zH OU Q 5 Q n W ^' cn .� 00 OW NQ > e0Wm t` w vs ES I. I( 1' 28 ................... ........................ .......... :....... :....... � ...26....:.......:.......:.......:..............I ..................................................1 24 22 aJ Y Y y y O`N Jd O , O D1 W O. �co�cD a n a J 0o ao rn nn o m w wwv: nWu BENCH MARK in a s rin Ww . . w ao a a` w B.M:: FOUND STAINLESS STEEL ROD IN SLEEVE, STA.52+53.64, 0/S 20� LT. HGCSD42, AW5675, LOCATED t 0.3 MILES NORTH PROP. 8" W.L. OF S.H. 225, ALONG MILLER CUT—OFF ROAD, TO DRAGE SUPPLY CO., t 10' EAST OF SECURITY STA.54+53.99. O/S 18' LT. FENCE, t 96.5' FROM CENTERLINE OF MILLER PROP. 8" W.L. CUT—OFF , t 5' NORTH OF NORTH EDGE OF GO�Q ��- I i� CONCRETE DRIVEWAY TO DRAGE SUPPLY CO. a' C VIA //_`` ELEV.26.7Z (1987 DATUM) T.B.M. "A": FOUND "0" CUT ON BACK OF CURB, LOCATED ALONG WEST BOUND FRONTAGE, NEAR STA. : 51+52.49 . F1 FV, = 7d,7d o�i�o nvr,v BELL CURVE STA HIGHWAY 22 .......:.......:.......:.......:.......:......... . - 28 ....................... :....... :....... :....... :....... :....... :....... :....... ........ :....... .. 26 : : : : : .. ... .... ..... ..... ..... ... ..... ..... .... .... ..... ..... ..... ..... ... .... ..... ..... ..... ..... ... ..... ............. .... ........ . ... .:. .:.. p .... ..... ..... ..... ..... ... ... ..... ve ............................ : ........................................... . .............................................................................................................................. : ... ... .... ..... ..... ..... ..... ..... ..... ..... ... ..... ... : ....... •;1 fSrtch....... ......:...... t t t i t i i i t i i ................:.. 20 ..... .........................................:...:............... ..... ..... O o.......... :....... :....... :....... :....... :....... ..... ..... ..... ..... .. :Exist;,2-6", MPP Pipeline.......:...... 0 18 o..........:.......:.......:.......:............... .............. .............. ....... ....... :...,..:.......:.......:....... :.......:...............:.......:.......:.......:.:.....:.......:.......:.......:.......:..............:.......:.......:.......:.......:.......:.......:.......:.. ............................................................................................................................. 18 ofI ( .... ... ..... .... ..... ....: ..... .... ..... .:�....:..�.- .....--.. 16 :._- - - - ..........................:............. 'r 16 x..........:.......:........................:.... 1 ....... ;..............:.......:.......:....... :.. :. :. :. ; .......:...... ..... .... ..... ... ..... .... ..... PROP. WATER LINE o o ' , .8°„ . (PVC. C�900); +....:.......:.....:....: ` 140 ........ a ..... .... �. 14 D N........ ... ..... ... v,• y Z J ' ..... ..... ... .... .... .... ..... ..... .... ... .... .... ... ... .... ... 12 : 73 .......................................... T T U .................. ..... J 12 ... ..... ..... ..... .................. •...1.......... .... ... ..... .. . ............... ................................................................:.......:......................... a . .... ..... ............ .... .�... .... ... 10 : 50+00........................................... V........................................... 51 +00 _ . �52+00 10 , 53+00 _ 54'+'00 55+00 .::........ . 1 Key Map #539-L & M FrA a , Z I P U uT Z � _o w- 0m 0 o 0 0 0 � a I O O� a I; € 1 � x W 00 a O a. z ow _ 2 z U �D '- m u; U ..J ll o ill zH Q O 0.i W d• ' I_ FIELD LOCATE EXIST. 8" WATER LINE REMOVE EXIST. PLUG & CONNECT TO EXIST. 8" WATER LINE AS SHOWN a. (SEE DETAIL "A") ` N • 5TA. 57+52.51 1 S' LT. 2-8" GATE VALVES & BOX. M.J. 1-8"x 8" TEE, M.J. 2-8"X 22 11T BEND, M.J. a ff w �y. W y101 _ Key Map g539-L & M BENCH MARK B.M.: FOUND STAINLESS STEEL ROD IN SLEEVE, HGCSD42, AW5675, LOCATED t 0.3 MILES NORTH OF S.H. 225, ALONG MILLER CUT-OFF ROAD, TO DRAGE SUPPLY CO., t 10' EAST OF SECURITY FENCE, t 96.5' FROM CENTERLINE OF MILLER CUT-OFF , t 5' NORTH OF NORTH EDGE OF CONCRETE DRIVEWAY TO DRAGE SUPPLY CO. EL.V. k1*01 VAIVM) T.B.M. "A": FOUND "O" CUT ON BACK OF CURB, LOCATED ALONG WEST BOUND FRONTAGE, NEAR STA. 51+52.49 ELEV. = 24.24 Ditch ___ SEE DETAIL "A" 291'29'15"•A AP A .� die uff (n` j a' PROP. 8" WATER LINE J/ .......................... .:.................... :... ......... :.,_....,...,..,.,.,,' 27/ 8" PLUG & CLAMP M.J. W/2" BLOWOFF & a _ TRAFFIC BEARING BOX & LID in =Top Of Bank i J O _ Y, 1-20' JOINT — 8" C-9009 PVC WATER LINE PROP. 8" WATER LINE CUT EXIST. 8" WATER LINE o & INSTALL PROPOSED 8 x45' o SENS ROAD"BEND, M.J: �� a m • BELL 'g C'm mum R %V& E DETAIL "A" Is `r 6 1 A T E H IG� H W A"T" 2 20' 5 pan y. r .... .... ..... ..... ... .... ..... ..... .... ..... .... ..... ..... ... ..... .... .... ..... .... .... .. ... .... ............... ..... ...... : PRIVATE UTILITY LINE APPROVALS 28 ENTEX, C. :.......:.......:.......: 28 :.......:.......:.......: : . ... ........ ........ :....... :....... :....... :....... :....... :....... :..... .... ..... .. OU S LL LEPHONE CO..4 OU 0 :.....:.. i ... .:. H ST N' LIGHTING & POWER 26 - VA ONE-YEAR ONLY) • N 26 o-- ...... ..... ..... ..... ..... F T£ TOp Of Pavement: R* „!0� 24 OJ. MARK SAPPINGTON� ... ..... .... ... ..... ..... ..... ..... ..... ..... .... ..... ..... .... ..... 24 ................ ..... ..... ..... .... .... .... ..... .... ..... ... ..... ..... ........ :. :.,. a • Notural Ground ®R.O:W. • � � � Natural Ground (� R 0 W.� ,OOe1�'� 0, � �65 153 . - 22 : - • :'o 22 � ... .:.... .:. .:. ..:..............:.......:.......:.......:.......:....... :..... .. :... .. .. :. .. ... ..... .... .... .. ... .... .. .... ..... ... .... .:. .:.. .:. .:.......:.. .:. .:.. yy..�� .... ..... ... ..... .. �fL Ditch Exist: 2-24":RCP PLANS PREPARED BY :.......:.......:.......:............ ......... . ... _ ILiDitcl;":' COBB, FE INC. • • • • ... • • • . • • • .T J 20 Exist. 2-6 ,MPP Pipeline OU 0 3 — . ..... .... ...... ... ....:.......:..............:.......:... 45 01 DWG NO 8Z0451PL 00 HOLLISTER, SUITE 400 20 H ST N TEXAS 77040 (713 462 3 : JOB NO. 98Z0 - 3 ....... ...:.. ... ..:. .. .. .. ... ....: .. .. .: ..... ....... :. .:....:....... :. .. ... .: .......: .. .. .. .: :..... ..... ..... ..... ..... ..... .. .... ..... .... ... ..... ..... ..... .... ... ..... .... .: „.. .... ... .... ..... .... .... .... .... ........................ ... ..... ..... ..... ..... .... ... ........ .. ...... ....... ..... :...... . PROP; 8' 18 : : : VYATEPOG 8i CLAMP ' : : PROP 8 WATER LINE 1.. STATE HIGHWAY 225 'PROP. 8":WATER LINE AT SENS RD. ..........:........:.......:.......:.......:.. .....:.......:.......:.......:.......:.......:...... ..... ..... PVC C-900STA. 55+00 TO 58+00 :. :. :.:.......:.......:.......:.......:...............:.......:......................i.:.....i.......:.......i...... r...... - ..r �. ...:Exist. •8"'Water':•( ) .. .. ... ... .... .... ..... .... ..... ..... ........ PROP. 8" WATER LINE —' ° - .Z (,) (Location: Not Verified) 16 : : PVC C�900 : : 16 : N ...................... .. .. .. .. ... .. .. .. .. .. .. ..... ........... .... ... �... .. 1.......... .......................................................................... .. .. .. .. .. .. .. .. .. .. ......... .— 0 0 - ). ... ..... ..... ..... .......... ... ... .... .... .... .... ... .... ..... .... ..... ..... STATE HIGHWAY 225 o .................... ............................. 3 .............:.:.......:.......:.......:.......:.......:.......:.......:.......:....... :...... ..... ..... .. .... .... .... ..... .... .... .... ... .... .... ... a �' .. .. ..,.. .. .... ... ..... .... ..... ..... ..... ..... ... ... .... .... .... .... .... .... .... ..... ..... ..... ..... .... ..... .... ..... ....... CITY OF LA PORTE 14 HARRIS COUNTY, TEXAS ........ .... ..... ..................... .... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... L. ..... ............... � 01 LP P............... 14 H PROP. APPROVED : : : ..:....... ........ :....... :....... :....... :.... w....... :.......:.......:.......:....... :....... :....... :....... :....... :....... :....... :....... :......:.......:...... BORE JACK : OF LA PORTE Z J ° 12 : : 12 �2 vJ........................................................................................................................................................... S .:......:. ......:.......::......:.......:...... ... ..... ..... ..... .... ..... ..... ..... ..... ..... .... ..... ..... .... .... .... ..... ..... .. .... .... ..... .... ..... ..... ..... ..... ..... ..... ..... ..... ........ ENCEER DATE SUBMITTED: .:. .....:. - Q - - :...:...:....... :....... :....... :....�....... :....... :....... :....... :....... :....... :....... :... 1"= 0' DESIGNED BY: RER ..........:.......:.......:.......:.......:.......:........ ..... ... . .:. .:......:.......:........:.......:.......:.. C _ . ti T. .:. ..:. .:. 10 : \ DATE: Y11/12/98 14 a DS 17 <H . ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... SHEET NO F EETS c ... ... ... ... ... ... ... ... ... ... ... ... .. ... ... ... ... ... ... ... ... .. ... ... SURVEY BY: CFA CITY DWG N0. : 55+00 56+00 t 57 00 58+00 ` F.B. NO.: 1105 x W .`x o m o_ a n w n o - d in Wv (/j N FL - 4 Al 1 C nrlAn MAOB 0- A^W 1 V 1 I-F rnvr. OVI\L R NMVn Ci i D o. f S ° 3 v y do �° . ry 0. D y .x. C9 404� aa, oa _ Entex. 2" HP Stl. Gas Line Exist. 2-6" MPP Pipeline : Exist. 2-24" Q_ Ditch ,RCP C...... p U) `-- PROP. 8" WATER LINE PVC, C-900) j7tOO (n 00 S 19'33'O5" E 56 00 5 S 19'33'OS" E 1. •. • ....... ............................. C.F.A. Baseline ................................... f ' ZJ J a, a 0 U i 1 a o - rr LIJ a 0 m w 2 Z� �o z m 0o Z zr m _ O s w �sF p tl o L}L _ l U O O vs F+ Q a� W § a O - a n OZ w U J _ z - - 00 m v e w F r/1 7 0 o zH ae= O U i U� r ao Car rG I t3 ;I t I E gng `: `Heodwo Gate For Stm. Purpose Asphalt Drive \\ I FIELD LOCATED EXIST,. 8" WATER LINE; CUT AND INSTALL 'AS SHOWN. PROVIDE A MINIMUM OF 4' OF COVER ABOVE WATER LINE ' 68.30'45" \ N07 /N STRLLED-'AS-BU/Li' •,no x. 6 5`9� P �7 j�otta If 00'.. o o it 1 i , N , 20 LF PROP. BORE & JACK 1 N 88'03'49" W 60+00 C.F.A. Baseline 61+00 PROP. 8" WATER LINE • -(PVC, C-900) - - EXIST. 8" WATER LINE 0 BE ABANDONED City Of La Porte y< Em 0 C n 0 f IGLV LV%,AT EL/ EXIST• O" •wAI ER L1"I,, CUT AND INSTALL 8"x 45' BENDS AS SHOWN. ROTATE BENDS TO PROVIDE A MINIMUM OF 4' OF COVER ABOVE WATER LINE - STA. 62+57.7t 16' RT. — - - - . _- _ �� 1S 2-8"x 45' BENDS, M.J. CONTRACTOR SHALL INSTALL REINFORCED FABRIC FENCE AT OUTFALL OF EXISTING DETENTION POND t 0 c J BENCH MARK B.M.: FOUND STAINLESS STEEL ROD IN SLEEVE, HGCSD42, AW5675, LOCATED f 0.3 MILES NORTH OF S.H. 225, ALONG MILLER CUT—OFF ROAD, TO DRAGE SUPPLY CO., t 10' EAST OF SECURITY FENCE, t 96.5' FROM CENTERLINE OF MILLER CUT—OFF , t 5' NORTH OF NORTH EDGE OF CONCRETE DRIVEWAY TO DRAGE SUPPLY CO. T.B.M. "A": FOUND "O" CUT ON BACK OF CURB, LOCATED ALONG WEST BOUND FRONTAGE, NEAR STA. 51+52.49 ELEV. = 212A _ Key Map g539—L & M 0 WWASIVILrmwiann 'UMAM=MnIWOMMVM - - ASn :................................................................................:......................... ..........................................:.....................:... ............ ........ ........ PRIVATE UTILITY LINE APPROVALS • r o0 28 ENTEX C. .........:.......:.......:.......:.......... .... ..... .. 9 _ :.. :. :. 28 .S 4 . ... .... ... .... TELEPHONE ........................ ... ... .... .... HOUSTON LIGHTING & POWER (VALID ONE—YEAR ONLY) 26 ....... ..... ..... ..... .... ..... .... ..... ..... ..... ..... ..... ..... .... ..... ..... ..... 26. ..... ..... ..... ..... .... ..... ..... .... ..... ..... ..... ..... ..... .. ..... .... .... ..... ..... .... ..... ..... ..... ..... ..... ..... ..... ...... ..... ..... ..... ..... .... ..... ..... ..... ..... ..... ...• ........ N — <�ptE.O r£.Iq 1/ .......... :....... :....... :....... :....... :....... :....... :....... :....... :....... :........... ..... ..... ..... ..... ..... ..... : 5: s ► :. .Top Of:Povemept *% y•• 24 so 24 .......... ........ ........ ......:............. ... ......... .. .. .. .. ...... ....... ................................................................. ... ... ..... ..... ..... .... ..... .... .... .... ... .... ..... ..... .... .. .... ..... ..... ..... ..... .. ..... ........ d Q• -o 65153 i 22 1! : PLANS PREPARED BY ............................... ........................................................ .... ..... .... ..... ..... ..... ..... ..... ..... ..... ' ... .... ... ... ... .... .. ..... ..... .. ... ... 'Exist. 8" Water: Line .:. ..:. .:. C. R Ditch : : To Be gbandoRed COBB,BB53 OE HO L STER• SUITE ASSOC.o400 N 20 : : ' •,,, ,,, : (Locatitm Not Verified): OUS X —................................................... ) H TON TEXAS 77040 7/3 462 3242 ..... ... ..... ... ..... .... 20 ( ) ... JOB NO.98Z045-01 DWG. N Z0451 M w ` " : : : : jNoturoI:Ground: •��Exist. 2r6 MPP Pipeline , o :.......:..........: 0.8 " 18 PROP. 8" WATER LINE m ..................i.......: ............:.......i.......:.......:.......:.......:.......:...... 18 i STATE 25 ATE HIGHWAY 2 o AT SENS RD. Exist. 30" RCP _.......... :....... 1....... .......:.......:.......:........:.......:.......:.......:.......:...... ..... :.. .:..:... ..........................:....... :....... :....... :...... .... ..... ..... .... ..... ..... ... ..... :.. :. :. ..... STA. 58+00 TO END PROP.:8" WATER: LINE' .` — N0 /NSl�}LLED. PVC — „ — 2—$"x 45' BENDS M.J. 16 (. C 900) T 16 d ..........................................:.......:.......:.......: ............... :................../..Fs1/.4.....................................................:.................. NIL..... ..... .... .... ..... .... ..... ..... ................... .... .... ..... .... ... ... STATE HIGHWAY 225 _Z y .......... ........ ........ ........ ...... .. ..... .. ... ..... ..... ..... ..... ..... yCITY OF LA PORTE HARRIS COU TEXAS a 14 _ ,�.. _' 14 ' m..................:.......:.......:...............................: , : :......................................................................................................................:....................................................... ........................................ ROP. 8" WATER LINE : 20 LF PROP...:...... i APPROVED n (PV.C, C=900) .......... :............:......... ................ ................ ........ ........ ........ :....... ....... ....... ....... ....... ....... ....... ....... ...... LA P ................... ..... .... .... ..... .... ..... ..... .:. .... ... .... ... .. ' BORE & JACK ORTE 12 Um 12%........................................................:.......:...... :....... :....... :....... ........ ........ ........ :....... ........ ........ :....... ..... ..... ......:........ .. ..... ..... ..... ..... ..... ... ..... ..... ..... ..... ... ..... ....... 4EN R DATE SUBMITTED: -oo T • Q %.......... :....... :....... :.......:.......•.......:....... :. ......:. — DESIGNED BY: RER .:.. .:. .:. .:. ..:.. .:. ..... ..... ..... ..... ..... .... ..... ... .. C — . 0 1 0 . 1 t /12/98 10 — ... ... ... ... ... ... ... ... ... ... .. .. URVEY DATE: DRAWN BY• DSD :. 1 SHEET NO 15 OF �! SHEETS s 58+00 59+00 60+00 61 +00 fi2#00 63+00 F. a.6Y.1t 5FA e N CITY DWG NO I I� j, a z I D I a ❑ w z ` 5 a 6 0 0 ° w m z o z o w p, O 2 U ❑ J 5 a. NOTES: 1. LOCATE FIRE HYDRANTS AT PCs OF THE INTERSECTION CURB RADIUS, 3 FEET BEHIND CURB OR PROJECTED FUTURE CURB. 2. ON OPEN —DITCH ROADWAYS, SET THE FIRE HYDRANTS WITHIN 3 FEET OF RIGHTS —OF —WAY LINES OR AS SHOWN ON PLANS. MAX 6" AND 3. THE FIRE HYDRANT STEAMER NOZZLE SHALL FACE THE STREET. MIN 2" wl z 0 'J zPR y TYPE "A" BOX I U irl N m I VALVE m w RISER PIPE MECHANICAL JOINT ofrz rz FITTINGS W/ D U RESTRAINT GLAND U 01 z0 (TYP.) I 0 U TEE I a W 6" BRANCH 6 VALVE l m z 6" OF BANKSAND, CEMENT SAND, CONCRETE OR PEA GRAVEL BLOCKING I CLASS "C" Z CONCRETE JI U a� i 90 Q O� w pw w= m 'o U Ga S O 7 w v ? 9 rn zH O r 3 at rn o PP- t-P.W� " I w I 3 w I j1 I I tt o a N o 0 I \ 0 S 0 " m Q 0 a ei 0 STANDARD FIRE HYDRANT DETAIL (NOT TO SCALE) r nclnln co nnroc n,nr, ,.,r .-r., MIN WALL THICKNESS 0.219" TYPICAL STEEL CASING PIPE (NOT TO SCALE) CARRIER PIPE SYMMETRICAL ABOUT HALF SECTION HALF SECTION UNDER UNDER PAVEMENT NATURAL GROUND I STREET SOD PER COLP STANDARD n SPECIFICATIONS .p. _ p PAVEMENT —� NATUKAL GROi1NL C p SUBGRADE jI i 1/ i t i t Il /�//_// / BACKFILL PEft / JIT COLP STANDARD w to ICAT IONS z / w 0 c I. 11 _ — SPRING LINE MIN.. o�P MIN.. 1 EMBEDMENT MATERIAL PER COLP STANDARD SPECIFICATIONS 6" MIN * SEE COLP STANDARD DETAIL DRY BOTTOM WATER DISTRIBUTION MAIN BEDDING AND BACKFILL FOR OPEN CUT TRENCHES (NOT TO SCALE) NOTES, 1. AIR RELEASE VALVE TO BE 1" APCO MODEL 143C OR APPROVED EQUAL WITH 1" SHUTOFF VALVE 2. MANHOLE TOP MAY HE CONCENTRIC CONE, ECCENTRIC CONE, OR FLAT TOP WITH ECCENTRIC OPENING, PROVIDE 32"'FRAME & COVER. OFFSET VALVE FROM CENTER OF MANHOLE TO PROVIDE FOR ACCESS. 0 z a W Qo o: a W z Ui z0 n 32" DIA STANDARD MANHOLE — FRAME AND COVER 1" AIR RELEASE VALVE APCO MODEL 143C OR APPROVED EQUAL 1 1" SHUTOFF VALVE i —1" TAPPING SADDLE N GROUT FILL , •a s• n MANHOLE FOUNDATION 6" (MIN) 1 1 MIN 12" DIA PVC PIPE FILL W/ PEA GRAVEL OR CRUSHED STONE TO 6" BELOW BOTTOM OF PIPE AIR RELEASE VALVE ASSEMBLY AND MANHOLE (NOT TO SCALE) i I — PRECAST TRANSITION SECTION OR FLAT TOP, AS REQUIRED — FINISH GRADE RESILIENT CONNECTOR PER ASTM C923 (TYP) i—WATER LINE SECTION 6" (MIN) l I PROVIDE GROUT SLOPE , (MIN V PER FT) TO DRAIN r, PCVE 60K r a; t Exist. 2-6". E MPP Pipeline L, ' 45°BBMD z t a I o: a J I `1 Exist. Pavemenf Natural Ground ZZ — 25 1 NOTE A. REFER TO STANDARD FIRE HYDRANT — 23 DETAIL (THIS SHEET) FOR FITTING AND APPURTENANCE CALL' -.OUTS. B. THIS DETAIL TO SHOW RELATIONSHIP BETWEEN EXISTING 6" MPP PIPELINES — 22 AND PROPOSED LEAD ONLY. PROP. 8" WATERLINE 45 OOEnlD FIRE HYDRANT LEAD DETAIL (NOT TO SCALE) VARIES m a: U Wo TRAFFIC BEARING METER BOX W/ COVER NATURAL GR Y mm . o z 2" GATE VALVE W/. REMOVABLE HAND WHEEL 4 � N ° °, • z " STREET ELL v PAVEMENT LOOKING UP •° ° °° (BY OTHERS) W/BRASS PLUG ` ° 6"(TYP) PEA GRAVEL 2" COPPER TUBING TAPPED PLUG / PERMANENT BLOW -OFF -DETAIL (NOT TO SCALE) X `—WATER LINE — — 21 i — 20 19 l a z 2 0 CE a LU ED u z a o _¢ a � w o 'z f� m _} a0 o � O o x 5 n. r _ Key Map j539-L & M 4' MIN. z b� N v NOTE: TYPE III BARRICADE STRIPES SHOULD SLOPE DOWNWARDS IN THE DIRECTION - TOWARDS WHICH TRAFFIC IS DIRECTED. RIGHT I FFT CHEVRON CHEVRON GENERAL NOTES 1. Contractor shall install traffic control devices in conformance with Part VI of the Texa's Manual on Uniform Traffic Control Devices (1980 Edition and - Revisions) during construction to provide complete safety to the general public. Reference is also made to State Department of Highways and Public Transportation Barricade and Construction Standards. 2. Refer to notes on construction dra%v'Ings for permissible working hours. Lv C: I-8 s 3. Contractor will be responsible for replacing and maintaining pavement C..x 2 _ P P 9 9 P , 18" x 24" 18" x 24" TYPICAL TRAFFIC CONTROL PLAN FOR PROPOSED markings which include centerline, barrier lines, lane lines and raised pave — SHOULDER WORK ALONG STATE HIGHWAY 225 ment markings. 4. This traffic control plan represents the minimum required. Contractor to 8"-12" 8"-12" add. signs or other traffic control devices as required by traffic conditions in the field. 5. Contractor shall not block ingress or egress to private property at any time. 6. Contractor shall cover open pavement excavations with anchored steel plates during non —working hours. N 7. Contractor to be responsible for repairing or replacing any traffic signal equipment, detector loops, conduit, or cables damaged. 8. Vertical panel stripes and chevrons shall point towards the direction of travel around construction area. VP-1R VP—lL 9. Contractor shall Cover all existing signing and striping which are in conflict MOUNTING HOLES with construction activities. " 10. Contractor shall provide safe access to and from bus stops. FOR VERTICALPANEL OR CHEVRON 11. Flashing warning lights and/or flags may be used to call attention to the advance warning signs. 12. Devices used in a series for channelizotion at night should be supplemented with steady burn lights or delineators as needed. 13. All traffic control devices used at night shall be reflectorized or illuminated. too 14. Fixed sign supports used in most cases ,should be 4x4 inch uprights on skids to or the Type III barricade on skids. Other supports that may be used are driveable sign supports detailed on Sign Standard Sheets SMD (1-4) and ' SMD'(1-5). and the wood breakaway type sign support. PLASTIC BARREL . PLASTIC DRUMS ARE STANDARD. STEEL DRUMS ARE NOT ALLOWED. TRAFFIC CONTROL PLAN NOTES & DETAIL s PRIVATE UTILITY LINE APPROVALS gg 6 ENTEX. INC. 6 6 S'92C u jF 4 "n....(WI/2 i- VI 41 WG °I e �G $ ww m v,o. o.u.61G w Oi SOUTHWESTERN BELL TELEPHONE CO. o i Key Mop y539-L h M 0 _ o HOUSTON LIGHTING & POWER (VALID ONE-YEAR'ONLY) W a Z Q Y V) OA y O��\\\fie • �4s• �E OF jekItt,e 7 ORK ZONE TYP. .='m�'tP.'T'• ^Os T // th R.O.W. o ® * • 7F �, oo' ` R.O.W. •••• North ..••••� jJ.MARK SAPPINGTONo ................................ gym. Top of eonk \ ♦ 65153 va onch oI p'•'Phc ��� t�St. onu OIL �E .CfSTE( G�?.� A_ ea k OVAL 6 �S pROP. So WATER IJNE Edge Of P.Eeda Sh vmt Vmt. Pa PLANS Paved oulde ®.. ............ • PREPARED BY W/ VP—iR 2 COBB, FENDLEY & ASSOC. INC. S.H. 225 Paved Shoulder DRUM I DRUM . 4 WORK ZONE i 5300 HOLLISTER, SUITE 400 - t HOUSTON, TEXAS 77040 (713-452-3242) JOB NO.98ZO45-01 DWG. NO. 8ZO451FC 3 w too 50 MIN.,WORK ZONE 240' 240' 240' - - NOTH VARIES (100' 3 TYPICAL) ' - i TYP 1 6 Thk B va, ' North R.O.W. Fnd. 5/8' I.R. EA.L 2-6• MPP Pipdine Top 1 li.nk (p. • PROP. 8" WATER UNE �7- Top Of Bonk ---�- ....... u .. .... ...9 ............ .. ...... ... Ed . Of P.W.mmt .. . . . .. . . .. .. ... ..... .... .. .. .. o DRUM W/ VP-1R o: (TYP) �I—J a■ a.,.er z o a 0 00 4 3 o N - � fi 0 N u i TYPICAL SIGN SPACING, TAPER LENGTHS, AND SUGGESTED SPACING CHANNELIZATIO NDEVICESL, ,OF Taper Length L'* fzuggested ... pacing Of Device Posted Speed Sign Spacing "X" 10' Offset 11' Offset 12' Offset On. a Taper On a Tangent 30 mph 80' 150' 165' 180' 30' 60' 35 120' 205' 225' 245' 35' 70' 40 16U 265' 295' 320' 40' 80' 45 240, 450' 495' 540' 45 90' 50 320' 500' 550' 600' 50, 100' 55 500' 550' 605 660 55 110' PROP. ' 8f) WATER LINE . STATE HIGHWAY 225 TRAFFIC CONTROL DETAIL (� {� STATE HIGHWAY 225 4 - CITY OF LA PORTE 1 2 3 4 UTILITY CONSTRUCTION SHOIULDER CLOSED RICH CLOSED END ' ■ AHEAD IROAD WORK CW20-1D 48 X 48 AHEAD CW21-5aR 48 X 48 AHEAD CW20-511 48 X 48 G20-2A 48 X 48 CHANNELIZING DEVICE TRAFFIC CONTROL FOR INTERSECTION - HARRIS COUNTY, TEXAS a OF STATE HIGHWAY 225 & SENS RD. APPROVED N h CITY OF LA PORTE a o W m . CITY ENGINEER DATE 1110 - . E , I so 2M SUBMITTED: �. F - - - SCAIE:HoRiz. N.T.S. DESIGNED BY: RER Y._ VERT..N A DRAWN BY: DSD DATE: 11/12/98 a T CFA SHEET N0. 17 OF 17 cuEETS SURVEY BY: W CITY D G N0. F.B. NO.. . 9 7