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HomeMy WebLinkAboutSENS RD LG DIA SAN TRUNK SWR - N 'D' ST TO N 'L' ST & OTHER UTILITIES - N 'H' ST & N 'L' STI- PROJECT LOCATION N.T.S. KEY MAP 539R. V & 540S ENTERPOINT ENERGY LOG NO.32409 AT&T TEXAS LOG N0.021109KTO2 CITY OF L41, POR E LARGE DIAMETER SANITARY TRUNK SEWER - SENS ROAD FROM NORTH D STREET 1=0 NORTH L STREET, AND OTHER UTILITIES NORTH H STREET, AND NORTH L STREET I a DISTRICT COUNCILMEMBERS MIKE MOSTEIT DISTRICT 1 DARYL LEONARD DISTRICT 3 LOUIS RIGBY DISTRICT 5 MAYOR CHUCK ENGELKEN DISTRICT 2 TOMMY MOSER DISTRICT 4 MIKE CLAUSEN DISTRICT 6 AT- LARGE COUNCILMEMBERS (VACANT POSITION) JOHN BLACK AT -LARGE "A" AT -LARGE ROBIVE d -dC a V r.1 A INDEX OF DRAWINGS SHEEN NO, DESCRIPTION GENERAL 1. COVER SHEET/INDEX SHEET 2. HARRIS COUNTY EXPRESS REVIEW SHEET 3. GENERAL NOTES 4. STATION AND OFFSETS FOR ROW AND CONTROL MONUMENTS SHEET 1 OF 7 5. STATION AND OFFSETS FOR ROW AND CONTROL MONUMENTS SHEET 2 OF 7 6'. STATION AND OFFSETS FOR ROW AND CONTROL MONUMENTS SHEET 3 OF 7 VI 7. STATION AND OFFSETS FOR ROW AND CONTROL MONUMENTS SHEET 4 OF 7 8. STATION AND OFFSETS FOR ROW AND CONTROL MONUMENTS SHEET 5 OF 7 9. STATION AND OFFSETS FOR ROW AND CONTROL MONUMENTS' SHEET 6 OF 7 10. STATION AND OFFSETS FOR ROW AND CONTROL MONUMENTS SHEET 7 OF 7 11. TYPICAL CROSS SECTIONS 12. OVERALL SANITARY SEWER SYSTEM 13. OVERALL WATER LINE SYSTEM PLAN & PROFILE 14. SENS ROAD PLAN AND PROFILE STA 71+00 TO STA 76+00 15. SENS ROAD PLAN AND PROFILE STA" 76+00 TO STA 81+00 16. 'SENS ROAD PLAN AND PROFILE STA 81+00 TO STA 86+00 17. SENS ROAD PLAN AND PROFILE STA 86+00 TO STA 91+00 18. SENS ROAD PLAN AND PROFILE STA 91+00 TO STA 96+00 19. SENS ROAD PLAN AND PROFILE STA 96+00 TO STA 101+00 20. SENS ROAD PLAN AND PROFILE STA 101+00 TO STA 106+00 21. SENS ROAD PLAN AND PROFILE STA 106+00 TO STA 110+00 22. SENS ROAD PLAN AND PROFILE STA 110+00 TO STA 115+00 23. SENS ROAD PLAN AND PROFILE STA 115+00 TO STA"120+00 24. SENS ROAD PLAN AND PROFILE STA 120+00 TO STA 125+00 25. SENS ROAD PLAN AND PROFILE STA 125+00 TO STA 130+00 26. NORTH H STREET PLAN AND PROFILE STA 0+00 TO STA 5+00 27.' NORTH H STREET PLAN AND PROFILE STA 5+00 TO STA 10+00 28. NORTH H STREET PLAN AND PROFILE STA 10+00 TO STA 15+00 29. NORTH H STREET PLAN AND PROFILE STA 15+00 TO STA 20+00 30. NORTH L STREET PLAN AND PROFILE STA 0+00 TO STA 5+00 31. NORTH L STREET PLAN AND PROFILE STA 5+00 TO STA 10+00 32. NORTH L STREET PLAN AND PROFILE STA 10+00 TO STA 15+00 33. NORTH L STREET PLAN AND PROFILE STA 15+00 TO STA 20+00 34• NORTH L STREET PLAN AND PROFILE STA 20+00 TO STA 22+83.04 35. WATER LINE LATERALS SHEET 1 OF 2 36. WATER LINE LATERALS SHEET 2 OF 2 cc 37. WATER LINE DETAILS 1 OF 2 38. WATER LINE DETAILS 2 OF 2 39. SANITARY SEWER DETAILS 1 OF 3 - 40. SANITARY SEWER DETAILS 2 OF 3 41. SANITARY SEWER DETAILS 3 OF 3 42. PAVING & DRAINAGE DETAILS 43. LIFT STATION #17 & #20 FACILITIES REHABILITATION TRAFFIC CONTROL 44. TRAFFIC CONTROL PLAN - PROJECT APPROACH SIGNING 45. TRAFFIC CONTROL�PHASING OVERVIEW 1 OF 2 46. TRAFFIC CONTROL PHASING OVERVIEW 2 OF 2 47. TYPICAL FLAGGER OR MOVING OPERATION STORMWATER POLLUTION PREVENTION 48. STORM WATER POLLUTION PREVENTION PLAN 1 OF 2 49. STORM WATER POLLUTION PREVENTION PLAN 2 OF 2 50. STORM WATER POLLUTION PREVENTION PLAN DETAILS 1 OF 2 51. STORM WATER POLLUTION PREVENTION PLAN DETAILS 2 OF 2 VanDefFiele Engineering Consulting Incorporated Engineers 2925 Brlarpork, Suite 275 Houston, Texas 77042-3778 713/782-0042 www.vandewiele-eng.com Texas Professional Engineering Firm Regtstration-iNo.P148 SURVEYED BY: TOTAL SURVE,YING, INC.;' iC SHEET NO 1 OF 51 SHEETS ; llp �l.....T. .... ... .K6........:.. DAREL P. S ...I ....I ................ i I: i i, m s a Y n ' 1 „ PAVING RESIDENTIAL / SUBDIVISION DRAINAGE (:UMM 'RUTAL / V'1'H.Ex 511'h QK I. DESIGN THICKNESS OF PAVING NONE STEM TYPE II. STABILIZED SUBGRADE TO A DEPTH OF III. DESIGN STRENGTH OF CONCRETE psi STORM SEWER NEW DEVELOPMENT AREA: IV. TYPE AND PLACEMENT OF STEEL: ROADSIDE DITCH ❑ E-DEVELOPMENT AREA (AMOUNT INCREASED I RVIpUS AREA): DRIVEWAYS I. NUMBER OF DRIVEWAY APPROACHES PROPOSED: NONE I METHOD USED II. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS ❑ CITY : HOLISTON FREQUENCY NEW AR ACRE FEET ON SHEET ❑ OTHER -= DETENTION REQUIRED Y*75 FIRE APPARATUSACCESSROAD : III, DRAINAGE SYST , PROPOSED VOLUME _ CRE FEET ❑ ® REQUIRED AND SHOWN ON SHEWS) NOT REQUIRED DUE TO UNDERGROUND WATER & SANITARY LINES & ❑ TO ,DETENTION ND Ill. OUTFALL FACILITIES ARE PROPOSED CONSTRUCTION ❑try D INT ( OUTFALL TO ❑ H.C. ROADSID ITCH CURBING ❑ TO HCFCD DRAINAGE IT I UNIT N0. ❑ EXISTING H.C. S R SEWER TO HARRIS COUNTY R SIDE DITCH ❑ OTHER LA SREQUIRE STANDARD 6" ROAD NAME: :10 STANDARD 6" CU ROADSIDE, DITCH OUTFALL: ❑ RBING PROPOSED EXCEPT AT MEDIAN ❑STATIC W.S.E..0 OUTF Is ALLOWABLE OUTFALL RATE _ TRAFFIC CONSIDERATIONS O PROPOSED STORM S ER IS SUBMERG PROPOSED OUTFACE RAT ❑ STORM, SEWER OUTFALL IV STORM SEWER CAPACITY ALLOCATED 0 TRACT FROM D. A. 1, MEDIAN CUTS FROM DRAINAGE MAP DATED: ® NO MEDIAN CUT OR RELOCATION IS PROPOSED CAPACITY OCATED TO PACT FROM%A.(CFS) PREPARED"BY: ❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET FROM 0 GE AREA MAP DATED: ACTUAL OUTF RATE; PREPAR BY: II. LEFT / RIGHT TURN LAN ACTU OUTFALL RATE: (CFS) IV, PUMPED DETEN;tf0N FACILITIES I@ NO LEFT / RIGHT TURN LANE IS PROPOSED VOLUME GRAVITY FLOWS: ❑ LEFT / RIGHT TURN LANE IS SHOWN ON SHEET VOLUME T IS PUMPED: ENTRAN VELOCITY INTO ROADSIDE DITCH OR ST SEWER: 111. TRAFFIC CONTROL PLAN OW PRIOR TO DETENTION: CFS PU SPECIFICATIONS AND OPERATING PLAN p ❑ NO WORK IN THE RIGHT OF WAY IS PROPOSED THAT FLOW AFTER DETENTION (IF REQUIRED): ' AP EAR ON SHEET WOULD INTERFERE WITH TRAFFIC FLOW ® TRAFFIC CONTROL SHOWN ON SHEET 44 to 47 IV. TRAFFIC SIGNAL OUTFALL PIPE SIZE: RESTRICTOR PIPE SIZE: ® NO TRAFFIC SIGNAL IS EXISTING / PROPOSED D EXISTINGTRAFFIC SIGNAL DEVICES (T.C. BOXES AND LOOPS) SHOWN ON SHEET ❑ _ PROPOSED TRAFFIC SIGNAL (BY OTHERS) V, TRAFFIC IMPACT ANALYSIS 0 NO TRAFFIC IMPACT ANALYSIS IS REQUIRED ❑ TRAFFIC IMPACT ANALYSIS HAS=BEEN APPROVED ON DATE-- m � (CFS) (CFS) (CFS) ACRE FEET \ACRE FEET 4, WATER AND WASTEWATER I. TYPE OF SERVICE PROPOSED n MUNICIPALITY: CITY OF LA PORTE ❑ MUNICIPAL UTILITY DISTRICT: STORM6. 1. CONSTRUCTION PROTECTIVE MEASURES. ❑ OTHER DISTRICT: ❑ PRIVATE WATER AND WASTEWATER SYSTEMS B. ElSUBDIVISION: 11, APPLICABILITY FOR PERMANENT FEATURES ❑ PRIVATE WATER SYSTEM AND INDIVIDUAL OSSF ❑ EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL. ❑ INDIVIDUAL WATER WELL AND OSSF ❑ SU & ABSTRACT: ❑ EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE ® OTHER: PROPOSED WATER AND SANITARY SEWER TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE. LINES TO BE MAINTAINED BY THE CITY OF LA PORTED T Xj S 'C. ® EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE. ADJACENT ROADS: SENS ROAD RIGHT-OF-WAY FROM NORTH P STREET TO NORTH D STREET ❑ STORM WATER QUALITY PERMIT REQUIREMENT FOR THIS PROJECT IS COVERED 11. PROOF OF CAPACITY BY El LETTER FROM DISTRICT AUTHORIZING SERVICE II, PLATTING 11"STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWAMP SITE PLAN ON SHEET(S) AND CONNECTION A. SUBDIVISION PLAT ❑x TCEQ. APPROVAL FOR WATER SYSTEM AND [:]PROPOSED PLAT / REPLAY PERMIT FOR WASTEWATER SYSTEM. ❑ RECORDED PLAT / REPLAT STORM UALITY FEATURES,/�� ❑ OSSF SUBDIVISION PLANNING REPORT PLAT NAME: ❑ VEGETAT TROLS USED: (FILTER STRIP, GRASSY SWA BANS FORESTRY) Van Do Wiele Engineering inc. prepared P. E. R. PLAT NUMBER DETAILS AND CALC S APPEAR ON SHEET Uti I T-ies Investigation, June 13, 2006 & revised Nov. 14, 20D6 ONO PLAT REQUIRED . _ --------- -- S) POND STRUCTURE USED (WET, S) DETAILS AND CALCULATIONS 111. AMOUNT OF FLOW B. STREETS PROPOSED APPEAR ON SHEET(S) ❑ PUBLIC ❑ RESIDENTIAL: LOTS OR UNITS ❑: PRIVATE ❑ HYDRODYNAM SEPERATOR MODEL: ❑ COMMERCIAL: AVERAGE DAILY FLOW &PRIVATE 0 NONE rX]) ❑ S ---- ❑ OTHER: III, JURISDICTIONS NOM; * ❑ CITY OF HOUSTON I. COMPLETE FOR ALL PROJECTS CITY OF LA PORTE 11. COMPLETE FOR ALL PROJECTS. !iC ❑ ETJ, CITY OF HOUSTON III. COMPLETE ONLY IF TCEO DISCHARGE PERMIT S PROPOSED ❑. ETJ, CITY OF ❑ NO ETJ IV. HCAD ACCOUNT NOS. (ALL) HCPID SIGNATURE BLOCK PROJECT NAME: . a REQUIRED ANffSHQWN QN SHEEtft) ❑ NOT I RED %, FLOOD CONTROL DISTRICT CRITERIA $, FLOOD PLAIN STATUS ENTION SUMMARY 1. GENERAL INFORMATION FIRM PANEL(S) FOR PROPERTY: 48201 CO935L & 48201 CO945L STORMWATER DETENTION BASIN ROUTING TABLE FIRM PANEL(S) DATE: JUNE 18. 2007 DETENTION IN DRAINAGE AREA = ACRES STATUS OF PROPERTY ON MAP RAINFALL EVENT PRO ILI1Y PREUDEVELOPED PEAK RUNOFF CFS POST -DEVELOPED PEAK RUNOFF CFS DETEMION IN PEAK OUTFLOW CFS MAXIMUM WATER SURFACE ELEVATION STORAGE ME AC- STORAGE RATE AC -FT PER AC 109 EXCEEDANCE (10-YEAR) 1% EXCEEDANCE'(100-YEAR) Cxl ENTIRELY LOCATED IN UNSHADED ZONE "X" ❑ LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE "X", DELINATE FLOODPLAIN BOUNDARY ON . CONSTRUCTION DRAWINGS (DRAINAGE LAYOUT PG. N0. ) (BASE FLOOD LEVEL} ❑ .LOCATED ENTIRELY IN ANY 'A' ZONE OR SHADED ZONE "X", INDICATE BASE FLOOD LEVEL ADDITIONAL CRITERIA FOR PU10tkED DETENTION BASINS: ❑ LOCATED IN THE t.O-YEAR FLOODPLAIN. VOLUME OF PUMPED % EXCEEDAN STORAGE VOLUME m _AC -FT _ R OF TOTAL 60 E MAXIMUM DESIGN OUTFLOW vELOC17Y I HCFCD CHANNEL ❑ LOCATED IN CYPRESS CREEK LOMR 08-06-2309P DRAIN TIME FOR BASIN = OURS BASED ON HEAD CONDITIONS. (INDICATE BASE FLOOD LEVEL ) ❑ SITE REMOVED FROM FLOODPLAIN BY LOMA STD WATER DRAINAGE DESIGN REP OR LOMR-F CASE N0. - ❑ L OTHER REPORT TITLE REPORT DATE. ENGIN ING FIRM .. ELEVATION INFORMATION - BENCHMARK USED' DATE: OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPLAJN MIN TD HCFCD PROJECT :P - 9) HARRIS COUNTY FLOODPLAIN REFERENCE MARK ❑ HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT BENCHMARK (FOR COASTAL AREAS} STORMWATER DETENTION FOR THE PROPOSED RK CO INED IN THESE PLANS IS PROVIDED BY OTHER PLANS: DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND �ENCHMARK YEAR OF ADJUSTMENT (2o6l ADJ.) PLAN TITLE ELEVATIONS ARE BASED ON TROPICAL STORM ENGINEERING FIRM DATE SIGNED BY FCD HCFCD PROJECT ► ALLISON RECOVERY PROJECT RM NO. 060005, ELEVATION = 20.73, NORTH AMERICAN VERTICAL 11, HCFCD STANDARD NOTES: SE Er OF_THFSF PLANS. . DATUM OF 1988, (TSARP 2001 ADJUSTMENT). FLOOD PLAIN DETERMINATION BASED III, HCFCD S .16NDAR, q! FF S FIT OF THES PLANS, PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVE IV, REFER TO P AN SHF FOR EXISTING AND PROPOSED RIGHT DIN SHADED ZONE "X" OF WAY DELINEATION COMPLETE RECORDING INFORMATION TO INCLUDE ❑ PERTY LIES PARTIALLY OR ENTIRELY BELOW T BASE FLOOD CLERK'S FILE NUMB S, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT, LEV FEE STRIP, ETC.) D GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) - UES III. FLOODPLAIN - ((ppppppLIES ONLY TO OF LAND LOCATED WITHIN ` FtO N AS TED BY FIRM PARE)., A. TOTAL VOLUME OF MA IAL PROPOSED BE PLACED WITHIN THE FIRM DELINEATED FLOODPLAIN BAS NCRETE, ASPHALT, ETC.): i.e.. BELOW ELEVATION Of ADJ.) CUBIC YARDS Y IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. P, EllLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TD AN EXISTING OR /PROPOSED B. TOTAL VOLUME OF MATERIAL OP TO BE REMOVED FROM THE FIRM HCFCD MAINTAINED CWWNEL OR DETENTION BASIN. DELINEATED FLOO , LAIN' LY IF PROJECT INCLUDES NEW OUTWJ.L, eACKSLOPE INTERCEPTOR OR OTHER RK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL. OR DETENTION BASIN. Leo BELOW ELEIIATI (2007 ADJ. CUBIC YARDS IV. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING ' OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. � '^ L COMPLETE FO PROJECTS I. COMPLETE Y F PROJECT IS AALACENT TO 100-YEAR FLOOD PLAIN N OMR REQUIRED K MAP pages) CPC 101 FORM MAY BE REQUIRED 9. WORK IN HCFCD RIGHT-OF-WAY 10 SITEWORK SUMMARY 1, TYPE OF WORK TO BE PERFORMED IN CHANNEL CRITICAL FACILITY ❑ YES ❑ NO ❑ OUTFALL ❑ STORM WATER QUALITY 0 UTILITY CROSSING ❑ DETENTION ❑ DRAINAGE SWALE ❑ ROADWAY BRIDGE / CULVERT CROSSING ❑ CUf CU.YDS. / FILL-_-CU.YDS. O D FILL ACTIVITY REHABILITATION OF CHANNEL in FILL PLACEMENT #ACRES D MAINTENANCE ❑ ORGANIZED SEWER ❑PUBIC ❑PRIVATE ❑ TEMPORARY CROSSING ❑ ORGANIZED WATER ❑ PUBLIC ❑PRIVATE ❑ OTHER ❑ UNDERGROUND UTILITIES (COMBINATION WATER/SEWER) ❑ PAVING ❑ PUBLIC ❑ PRIVATE 12" WATERLINE IN SENS ROAD ROW AT HCFCD UNIT NO. F-206-00-00 ❑ DRIVEWAY WiTH CULVERT CURB AND GUTTER— TXDOT ❑ CULVERT_ II, PERMIT SEPTIC ONO ❑ EXISTING ❑ PROPOSED ❑ US ARMY CORPS ENGINEERS NATIONWIDE IM OTHER UNDERGROUND UTILITIES WATER & SANITARY PERMIT NUMBER(S) ❑ US ARMY CORPS OF ENGINEERS INDIVIDUAL PERMITS SIGN CLASSIFICATION ❑ OTHER LOCATED IN: ❑ NO PERMITS REQUIRED ® ETJ EXPLAIN: ❑ SCENIC DISTRICT ❑ TOLL ROAD EASEMENT AUTHORIZATION 111, REFERENCE / BASIS OF DETERMINATION ❑ LETTERS ❑ ENVIRONMENTAL CONSULTANT REPORT BY __ 11 CURB RAMPS / SIDEWALK REPORT TITLE REPORT DATE — CURB RAMPS PROPOSED ❑ YES 0 NO ❑ OTHER SIDEWALKS PROPOSED 0 NO A. HOME BUILDER ❑ YES B. DEVELOPER ❑ YES NOTES: . C. H.O.A. ❑ YES 1. - III. REQUIRED ON PROJECTS WITH WORK IN A HCFOD CHANNEL D. OTHERS PLEASE REFERENCE SECTION 17 OF THE FLOOD CONTROL DISTRICT POLICY, CRTIERIA, AND PROCEDURE MANUAL FOR MORE INFORMATION. 12 LANDSCAPING ❑ REQUIRED AND SHOWN ON SHEETS) ® 'NOT REQUIRED NOTES: A PERMIT IS REQUIRED FOR EACH SCOPE OF WORK ON SITE. A NOTIFICATION IS REQUIRED FOR EACH SCOPE OF WORK IN HC OR HCFCD ROW. REFER TO www.eng.hctx.net/pgrfnita FOR EACH SCOPE OF WORK IN HC OR IN HCFCD ROW. CITY OF LA PORTE -. LARGE DIAMETER SANITARY TRUNK SEWER - SENS ROAD FROM NORTH D STREET TO NORTH L STREET, AND OTHER UTILITIES NORTH H STREET, AND NORTH L STREET WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE BY AS TO PAVING AN OR D NAGE ONLY DATE BY AS TO LOCH N F ITEMS VMOGHT OF WAYS"/ DATE /Yo /�S/NCPF /PE9lvi.eb-2a,L�• 4^28-Ocj . BY - AS TO STORM WATER RUAUTY awl ��► DATE ADDITIONAL COMMENTS: HARRIS COUNTY FLOOD CONTROL DISTRICT INTERPOSE NOOBJE ON �/% pgTc�Lril ��" BY_ %�/��CUM f0 OCATI� OU11;� OF � .I B9 ef 777�"""'�f" O .FCD RIGHT-OF-WAY BY DATE1 FOR W IE�511 CFCD RIG /OCATED -OF-WAY APPROVED: 6Y DATE FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY ADDITIONAL COMMENTS: THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRIATE FEDERAL, STATE AND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CiTY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID FOR A MAXIMUM OF TWO YEARS. ENGINEER'S CERTIFICATION 1, DANIEL P. SIMEONE A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THE OF Thy INFORMATION PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT I AM NOT VIOLATING ANY PROVISION OF THE CURRENT TEXAS ENGINEERING PRACTICE ACT AND RULES CONCERNING THE PRACTICE OF ENGINEERING AND PROFESSIONAL ENGINEERING LICENSURE. *;........................ •• •• *• ANY VIOLATIONS WILL BE FORWARDED RI UN DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION. DANIEL P. SIMEIONE THE COMPLETED PROJECT CONSI!TOE ' THRU 1URE OAtE R E V I S I O N S DATE SHEET NO. DESCRIPTION H.C. APPROVED DATE VanDeWliele .Engineering Consulting J,VCOrP0rate6i Engineers 2925 Briarpark, Suite 275 SANITARY SEWER TRUNK EXTENSION �. Houston. Texas 77042-37.78 - T113/782-0042 SHEET N11M� www- var4ew l e I e-eng. can iC4 Prof"alonal Fngineering'•Firm .sgistratlon Np.F148 PROJECT NO. 2002907 2 P-1�� v w c s• G' k'- m 0 0 N N N M cl V N u.. GENERAL NOTES 1. THE CITY ENGINEER AND THE CONTRACTOR SHALL DECIDE ON AN INITIAL WORK COMMENCEMENT DATE AT THE PRE -CONSTRUCTION MEETING HELD FOR THE SIGNING OF THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA PORTE ENGINEERING DEPARTMENT (281) 471-5020 AND THE PUBLIC WORKS DEPARTMENT (281) 471-9650 OR (281) 471-2141 24 HOURS PRIOR TO SUBSEQUENT DAILY WORK IN ORDER THAT AN INSPECTOR CAN BE ASSIGNED TO THE JOB SITE. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROJECT MANUAL SPECIFICATIONS, HARRIS COUNTY STANDARD CONSTRUCTION SPECIFICATIONS AND STANDARD CONSTRUCTION DETAILS. UNLESS NOTED. 3. THE CONTRACTOR MUST KEEP ALL EXISTING STREETS CLEAN OF CONSTRUCTION RELATED DEBRIS AT ALL TIMES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL WASTE MATERIAL GENERATED DURING CONSTRUCTION. WASTE MATERIAL MUST BE REMOVED FROM THE WORK SITE AND DISPOSED OF IN SUCH A MANNER AS TO NOT DAMAGE THE OWNER OR PERSONS. (NO SEPARATE PAY) 5. ALL FILL SHALL BE CONSTRUCTED IN HORIZONTAL LAYERS. NOT TO EXCEED 8-INCHES LOOSE MEASURE, AND SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY AFTER THE CONSTRUCTION OF UNDERGROUND UTILITIES. 6. ALL CONCRETE USED IN THIS PROJECT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 7. SAW -CUTTING ALONG RIGHT OF WAY FOR REMOVAL OF EXISTING CONCRETE OR ASPHALT PAVEMENT AT DRIVEWAYS, SIDE ROADS AND PARKING LOTS SHALL BE INCIDENTAL TO THE RESPECTIVE PAY ITEM. SAW CUT DEPTHS SHALL BE 2" MINIMUM. B. THE CONTRACTOR SHALL NOT DISTURB ANY PROJECT, FEMA, OR HCFCD BENCH MARKS WITHOUT PRIOR APPROVAL OF THE COUNTY ENGINEER. SPECIFIC BENCH MARKS SHALL BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION, PRIVATE UTILITY NOTES 1. CONTRACTOR SHALL NOTIFY THE "UNDERGROUND UTILITY COORDINATING COMMITTEE" (TELEPHONE NO. 713-223-4567). 2. ALL EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED TO BE COMPLETED OR DEFINITE, BUT WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE. CONTRACTOR HAS SOLE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL EXISTING FACILITIES SHOWN ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE ALL CONFLICTS WITH THE APPROPRIATE GOVERNING AGENCY, 3. ALL DAMAGE TO ANY OF THE -EXISTING UTILITIES_MUST BE REPAIRED IMMEDIATELY. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE UTILITY OWNER, WHO WILL MAKE THE REPAIRS AT THE CONTRACTOR'S EXPENSE. 4. REt'IA19 ERGY OVERHEAD LINES MAY EXIST- ON THE PROPERTY. THE ENGINEER HAS NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE. FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. PARTIES RESPONSIBLE FOR THE WORK INCLUDING CONTRACTORS, ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR REMOVED CALL CENTERPOINT ENERGY AT 713-207-2222 TO HAVE CENTERPOINT ENERGY UNDERGROUND FACILITIES STAKED, CALL THE UCC (713)223-4567 OR TOLL FREE 1-800-669-8344 AT LEAST 48 HOURS BEFORE STARTING EXCAVATION. 5. CENTERPOINT ENERGY/ENTEX LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE CENTERPOINT ENERGY, INTERSTATE PIPELINE LLC. WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT 713-223-4567 OR 1-800-669-8344 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. WHEN CENTERPOINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE. CALL 713-967-8037 (7:00 A.M. TO 4:30 P.M. FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (180) OF THE INDICATED LOCATION OF CENTERPOINT ENERGY ENTEX FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN CENTERPOINT ENERGY ENTEX FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT MUST BE PROVIDED TO THE FACILITIES TO PREVENTEDEXCESSIVE STRESS ON THE PIPING. 6. SBC TELEPHONE THE LOCATIONS OF SBC FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK, HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF SBC FACILITIES, ALL EXCAVATIONS MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE CONTRACTOR SHALL EXPOSE THE SBC FACILITIES. WHEN SBC FACILITIES ARE EXPOSED. THE CONTRACTOR SHOULD PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES, WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR SUPPORT. STORM SEWER NOTES 1. CONCRETE BOX SECTIONS SHALL USE TONGUE AND GROOVE JOINTS WITH RAMNEK GASKET, OR EQUAL. 2. DRIVEWAY CULVERTS SHALL BE C-76, CLASS III, WITH TONGUE AND GROOVE JOINTS WITH RAMNEK GASKETS OR EQUAL. 3. STORM SEWER SHALL BE C-76, CLASS I1I, BELL & SPIGOT JOINTS WITH RUBBER GASKETS. 4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. 5. WHERE MANHOLES ARE LOCATED WITHIN THE TRAVEL WAY, CONTRACTOR SHALL SET RIM ELEVATIONS TO MATCH FINISHED GRADE ELEVATION. OUTSIDE OF THE TRAVEL WAY SET MANHOLE RIMS 3" (MIN.) TO 6" (MAX) ABOVE FINISHED GRADE., ADD FILL AROUND MANHOLES SLOPED AWAY FROM MANHOLE RIMS. STORM SEWER NOTES (CONTINUED) 6. NO WATER JETTING OF BEDDING OR BACKFILL IS PERMITTED. 7. SAFETY END TREATMENT (SET's) FOR CULVERTS 30"OR GREATER IN DIAMETER (OR ARCH PIPE EQUIVALENT) SHALL REQUIRE PIPE RUNNERS AS PER STANDARD DRAWINGS. SET's FOR 24" CULVERTS SHALL NOT REQUIRE PIPE RUNNERS. 8. ALL PROPOSED PIPE STUBS FROM MANHOLES OR INLETS SHALL BE PLUGGED WITH 8" BRICK WALLS AS REQUIRED DURING CONSTRUCTION PHASING. THIS WORK SHALL BE INCIDENTAL TO PAY FOR MANHOLES OR INLETS. 9. SET's PARALLEL TO ROADWAY SHALL BE SLOPED AT 6 HORIZONTAL TO 1 VERTICAL (6:1). SET's PERPENDICULAR TO ROADWAY SHALL BE (3:1). PUBLIC UTILITY NOTES: 1. FIRE HYDRANTS WILL BE SALVAGED BY THE CITY OF LA PORTE UNLESS DIRECTED OTHERWISE BY THE CITY. 2. CONTRACTOR SHALL VERIFY WATER LINES AND OTHER EXISTING PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTING PROPOSED SANITARY SEWER LEADS ACROSS SENS ROAD SO AS TO ELIMINATE THE POTENTIAL FOR CONFLICT. 3. BYPASS PUMPING REQUIRED TO FACILITATE LIFT STATION FACILITIES REHABILITATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. PUMPING AND ELECTRICAL EQUIPMENT FROM LIFT STATION FACILITIES REHABILITATION WILL BE SALVAGED BY THE CITY OF LA PORTE UNLESS DIRECTED OTHERWISE BY THE CITY. 5. THE CITY OF LA PORTE WILL MAINTAIN THE WATER MAIN AND SANITARY SEWER IMPROVEMENTS PROPOSED HEREIN. TPDES STORM WATER QUALITY NOTES: 1. THIS PROJECT IS EXEMPT FROM THE REQUIREMENTS OF A STORM WATER QUALITY MANAGEMENT PLAN BECAUSE THE PROJECT IS WITHIN THE LIMITS OF CITY OF LA PORTE. 2. THIS PROJECT DISTURBS 8.01 ACRES, THEREFORE COVERAGE IS REQUIRED UNDER THE TPDES GENERAL PERMIT TXR150000 FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION. INSPECTION, AND MAINTENANCE OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. THE COSTS TO IMPLEMENT. INSPECT. AND MAINTAIN THE SWPPP SHALL BE CONSIDERED INCIDENTAL TO THE SWPPP BID ITEMS. 3. SINCE THIS PROJECT DISTURBS GREATER THAN 5 ACRES, A NOTICE OF INTENT (NOI) IS REQUIRED TO BE SUBMITTED TO THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITIES. THIS PROJECT SHALL HAVE TWO NOIS, ONE WITH THE CONTRACTOR'S SIGNATURE AND ONE WITH THE CITY OF LA PORTE'S SIGNATURE. EACH NOI IS SUBJECT TO A $100 APPLICATION FEE AND A $100 ANNUAL WATER QUALITY FEE (BILL AT THE STATE'S FISCAL YEAR). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR'S NOI APPLICATION FEES AND ANNUAL WATER QUALITY FEES, AS SHOWN IN THE BID PROPOSAL. THE CONTRACTOR SHALL DELIVER TO THE CITY OF LA PORTE AT THE PRE -CONSTRUCTION MEETING A CHECK FOR THE CONTRACTOR'S $100 NOI APPLICATION FEE ALONG WITH A COPY OF THE CONTRACTOR'S SIGNED NOI. THE CITY OF LA PORTE SHALL SUBMIT TO THE TCEQ THE CONTRACTOR'S AND THE CITY OF LA PORTE NOI's AND FEES. THE CITY OF LA PORTE IS THE LOCAL MUNICIPAL SEPARATE STORM SEWER SYSTEM OPERATOR (MS4). 4. COPIES OF THE CONTRACTOR'S NOI AND THE CITY OF LA PORTE'S NOI SHALL BE POSTED AT THE SITE BY THE CONTRACTOR. THE CONTRACTOR SHALL LAMINATE AND POST THE TWO NOis ON THE PROJECT SITE AT A LOCATION WITHIN EASY ACCESS TO THE PUBLIC FOR CLEAR VIEWING AND AS APPROVED BY THE ENGINEER. THE COSTS TO LAMINATE AND POST THE NOIs SHALL BE CONSIDERED INCIDENTAL TO SWPPP BID ITEMS. 5. UPON COMPLETION OF CONSTRUCTION ACTIVITIES AND FINAL STABILIZATION OF THE SITE, AS DEFINED BY THE TPDES GENERAL PERMIT. A NOTICE OF TERMINATION (NOT) IS REQUIRED TO BE SUBMITTED TO THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ). THIS PROJECT SHALL HAVE TWO NOTs ONE WITH THE CONTRACTOR'S SIGNATURE AND ONE WITH THE CITY OF LA PORTE 'S SIGNATURE. WHEN DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE TO THE CITY OF LA PORTE A SIGNED COPY OF THE CONTRACTOR'S NOTICE OF TERMINATION (NOT). THE CITY OF LA PORTE SHALL SUBMIT TO THE TCEQ THE CONTRACTOR'S AND THE CITY OF LA PORTE'S SIGNED NOTs. THE CITY OF LA PORTE IS TO THE LOCAL MUNICIPAL SEPARATE STORM SEWER SYSTEM OPERATOR. 6. A RAIN GAUGE SHALL BE KEPT ON THE PROJECT SITE OR WITHIN THE IMMEDIATE PROJECT VICINITY. RECORDS OF RAINFALL EVENTS SHALL.BE KEPT BY THE CONTRACTOR TO ASSIST WITH DETERMINING IF AN SWPPP SITE INSPECTION IS REQUIRED. THE COSTS FOR THE RAIN GAUGE SHALL BE CONSIDERED INCIDENTAL TO THE SWPPP BID ITEMS. 7. THE SWPPP, INSPECTION & MAINTENANCE REPORTS, CERTIFICATIONS. AND RAINFALL RECORDS SHALL BE KEPT CURRENT BY THE CONTRACTOR AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. COPIES OF THE SWPPP RECORDS SHALL BE KEPT ON -SITE, IF FEASIBLE, UNTIL THE NOTICE OF TERMINATIONS HAVE BEEN SUBMITTED TO THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. THE SWPPP RECORDS SHALL BE MADE READILY AVAILABLE TO REGULATORY AUTHORITIES UPON AN ON -SITE INSPECTION. THE CONTRACTOR SHALL DELIVER COPIES OF ALL SWPPP RECORDS TO THE CITY OF LA PORTE AS DIRECTED BY THE ENGINEER. TRAFFIC CONTROL NOTES 1. DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (TEXAS M.U.T.C.D.) MOST RECENT EDITION WITH REVISIONS. THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE TRAFFIC CONTROL AND WILL BE RESPONSIBLE FOR FURNISHING ALL TRAFFIC CONTROL DEVICES AND FLAGGERS. 2. THE CONTRACTOR SHALL INFORM THE CITY OF LA PORTE ENGINEER AT LEAST 48 HOURS PRIOR TO ANY SIGNAL OR TRAFFIC SIGN WORK (281) 471-5020 & (281) 471-9650 OR (281) 471-2141. 3. THE CONTRACTOR SHALL INFORM THE CITY OF LA PORTE ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING ANY WORK (281) 471-5020 & (281) 471-9650 OR (281) 471-2141. 4. THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT THERE MAY BE OTHER CONTRACTORS OPERATING WITHIN AND ADJACENT TO THE LIMITS OF THIS PROJECT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR ®N THIS PROJECT TO BECOME FAMILIAR WITH THE PLANS FOR ALL ADJACENT CONTRACTS AND COORDINATE HIS WORK TO MINIMIZE INTERRUPTIONS OR DELAYS TO THEIR OPERATIONS & TO ENSURE THE UNINTERRUPTED FLOW OF TRAFFIC. 5. CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN EACH DIRECTION AT ALL TIMES. 6. LANE CLOSURES SHALL BE DURING OFF-PEAK HOURS ONLY(MON-FRI, 9AM-4PM NORTHBOUND AND SOUTHBOUND). 7. ACCESS TO EXISTING BUSINESSES OR RESIDENCES SHALL BE MAINTAINED AT ALL TIMES OF CONSTRUCTION 8. FLAGGER MAY BE REQUIRED DURING CERTAIN PHASES OF CONSTRUCTION AND SHALL BE EQUIPPED WITH THE PROPER REFLECTIVE CLOTHING AND TWO-WAY RADIOS AS DIRECTED BY THE ENGINEER. ALL FLAGGERS SHALL BE IN RADIO CONTACT WITH EACH OTHER AT ALL TIMES. TRAFFIC CONTROL NOTES (CONTINUED) 9. THE CONTRACTOR SHALL PLACE CHANNELIZING DEVICES FOR WORK ZONES BEFORE CONSTRUCTION ACTIVITIES BEGIN. 10. IF A WORK ZONE IS NEEDED OVERNIGHT, ALL CONES, TUBULAR MARKERS AND PORTABLE SIGNING SHALL BE REPLACED WITH DRUMS, VP'S AND TEMPORARY REFLECTIVE PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER. 11. MAXIMUM PAVEMENT DROP-OFF SHALL NOT EXCEED 2-FEET UNLESS POSITIVE BARRIER CHANNELIZING DEVICES ARE USED. 12. ONE DAY PRIOR TO THE IMPLEMENTATION OF A TRAFFIC CONTROL PLAN PHASE OR STEP, OR THE IMPLEMENTATION OF AN ADDITIONAL, REVISED+ OR NEW TRAFFIC CONTROL ELEMENT, THE CONTRACTOR SHALL MEET WITH THE CITY OF LA PORTE'S PROJECT REPRESENTATIVE TO GIVE A DETAILED DESCRIPTION OF THE CONTRACTOR'S IMPLEMENTATION PLAN AND PREPARATIONS. THE CONTRACTOR SHALL OBTAIN VERBAL CONCURRENCE FROM THE CITY OF LA PORTE PROJECT REPRESENTATIVE THAT ADEQUATE PROJECT PROGRESS HAS BEEN ACHIEVED AND THAT ADEQUATE PREPARATIONS ARE IN PLACE PRIOR TO SWITCHING TRAFFIC. IF. IN THE OPINION OF THE CITY OF LA PORTE'S PROJECT REPRESENTATIVE, REQUIRED PROGRESS AND ADEQUATE PREPARATIONS ARE NOT COMPLETE, THE CONTRACTOR SHALL NOT IMPLEMENT THE NEXT PHASE* STEP. OR ELEMENT OF TRAFFIC CONTROL UNTIL INCOMPLETE CONSTRUCTION ITEMS OR PREPARATIONS ARE COMPLETED. PROJECT TIME OF COMPLETION (TIME EXTENSIONS) WILL NOT BE GRANTED FOR DELAYS CAUSED BY THE INCOMPLETE CONSTRUCTION ITEMS OR INADEQUATE CONTRACTOR PREPARATIONS REQUIRED TO IMPLEMENT TRAFFIC CONTROL. 13. UNIFORMED OFFICERS WILL BE REQUIRED FOR THIS PROJECT WHEN LANES ARE BLOCKED AND USE OF UNIFORMED OFFICERS IS APPROVED BY THE ENGINEER. PAVEMENT MARKING NOTES 1. REFLECTORIZED PAVEMENT MARKINGS SHALL BE TYPE I AND TYPE II INSTALLED AS PER HARRIS COUNTY PAVEMENT MARKING DETAIL SHEET, AND THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THIS DRAWINGS. STREET AND BRIDGE NOTES I. CONTRACTOR SHALL COMPLY WITH O.S.H.A. REGULATIONS AND STATE OF TEXAS LAW CONCERNING EXCAVATION, TRENCHING AND SHORING AS SPECIFIED IN PART 1926, SUBPART P."EXCAVATING, TRENCHING AND SHORING". (LATEST EDITION) 2. EXISTING ASPHALT SURFACING, ASPHALT BASE MATERIAL AND TEMPORARY ASPHALT CONCRETE PAVEMENT USED DURING CONSTRUCTION SHALL BE MILLED. DELIVERED AND STOCKPILE TO THE HARRIS COUNTY PRECINCT 2. DELIVERY OF THE MILLED MATERIAL SHALL BE CONSIDERED INCIDENTAL TO THE RELATED PAY ITEM. 3. THE CONTRACTOR SHALL REMOVE, DELIVER TO STORAGE OR DISPOSE OF THE EXISTING FLEX BEAM GUARDRAIL SYSTEM AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL EXERCISE CARE IN REMOVING THOSE PORTIONS OF THE GUARDRAIL THAT ARE NOT DAMAGED AND ARE DEEMED SALVAGEABLE. THE DOMED POSTS AND GUARDRAIL SALVAGED SHALL BE DELIVERED THE CITY OF LA PORTE STORAGE FACILITIES. THE DAMAGED GUARDRAIL AND POSTS SHALL BECOME THE PROPERTY OF THE CONTRACTOR TO BE DISPOSED OF OFF SITE. THIS WORK WILL BE CONSIDERED INCIDENTAL I'D THE RELATED PAY ITEM. 4. PROPOSED FLEXIBLE BEAM GUARD RAIL SYSTEM SHALL CONSIST OF WOODEN POST METAL BEAM GUARD FENCE, TYPE T101 RAIL MOUNTED ON BOX CULVERT, AND SINGLE GUARDRAIL TERMINALS TYPE "ET-2000 PLUS"; AS DETAILED IN THESE DOCUMENTS. HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARMENT ENGINEERING DIVISION STANDARD CONSTRUCTION NOTES: CONSTRUCTION NOTES: 1, WATER LINES, WASTEWATER COLLECTION SYSTEMS. AND STORM DRAINAGE SYSTEMS SHALL BE DESIGNED AND CONSTRUCTION IN ACCORDANCE WITH THE CITY OF HOUSTON'S. DEPARTMENT OF PUBLIC WORKS AND ENGINEERING "DESIGN MANUAL. STANDARD CONSTRUCTION SPECIFICATIONS, AND DETAILS FOR WASTEWATER COLLECTION SYSTEMS. WATER LINES, STORM DRAINAGE AND STREET PAVING". DATED (SEPTEMBER 1996 AND JULY 1997). 2. REINFORCED CONCRETE (C76 CLASS III) STORM SEWERS SHALL BE INSTALLED, BEDDED AND BACKFILLED IN ACCORDANCE WITH THE CITY OF HOUSTON'S DRAWINGS 02317-04. 02371-05, 02317-06, 02317-07 AND 02371-09 AS APPLICABLE. 3. ALL STORM SEWERS CONSTRUCTED IN SIDE LOT EASEMENTS SHALL BE R.C.P., MINIMUM TWENTY (20) FOOT WIDE EASEMENTS SHALL BE PROVIDED. 4. ALTERNATIVE TO CEMENT STABILIZED SAND BACKFILL FOR PIPES FIFTY-FOUR (54) INCH AND LARGER, FROM 1-FOOT ABOVE THE TOP OF THE PIPE TO THE BOTTOM OF THE SUBGRADE. CONTRACTOR MAY BACKFILL WITH SUITABLE MATERIAL, PROVIDED THE BACKFILL MATERIAL IS PLACED IN EIGHT (8) INCH LIFTS AND MECHANICALLY COMPACTED TO NINETY-FI'VE (95)% STANDARD PROCTOR DENSITY. TESTS SHALL BE TAKEN AT ONE HUNDRED (100) FOOT INTERVALS ON EACH LIFT. BEDDING AND BACKFILL TO ONE (1) FOOT ABOVE THE TOP OF THE PIPE SHALL BE CEMENT -STABILIZED SAND. 5. ALL PROPOSED PIPE STUB -OUTS FROM MANHOLES OR INLETS ARE TO BE PLUGGED WITH EIGHT (8) INCH BRICK WALLS UNLESS OTHERWISE NOTED. 6, THE CONTRACTOR(S) SHALL NOTIFY HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT ENGINEERING DIVISION PERMIT OFFICE TWENTY-FOUR (24) HOURS IN ADVANCE OF COMMENCING UTILITY AND/OR PAVING CONSTRUCTION AT (713) (316-3565) AND WRITTEN NOTIFICATION FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION AT 10000 NORTHWEST FREEWAY, SUITE 102. HOUSTON. TX 77092-8620. 7. PAVING SHALL BE IN ACCORDANCE WITH THE "REGULATIONS OF HARRIS COUNTY. TEXAS FOR THE APPROVAL AND ACCEPTANCE OF INFRASTRUTURE" AND/OR AMENDMENTS OF THE SAME, 8. GUIDELINES SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL BE OBSERVED. 9, CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY THE REGULATIONS OF HARRIS COUNTY, TEXAS FOR FLOOD PLAIN MANAGEMENT PRIOR TO STARTING CONSTRUCTION. 10• OWNER TO BTAIN ALL STARTING CONSTRUCTIONEOFIUTILITIES TS EAND/OR D BY ACULVERTS RRIS NWITHIN XHARRIPRIORAS HARRIS COUNTY FLOOD CONTROL DISTRICT AND HARRIS COUNTY RIGHTS -OF -WAY. CONSTRUCTION NOTES FOR ALL PROJECTS LOCATED IN THE 100-YEAR FLOOD PLAIN OR BELOW THE BASE FLOOD ELEVATION I. WATER LINES. WASTEWATER COLLECTION SYSTEMS, AND STORM DRAINAGE SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF HOUSTON'S, DEPARTMENT OF PUBLIC WORKS AND ENGINEERING" DESIGN MANUAL, STANDARD CONSTRUCTION SPECIFICATIONS, AND DETAILS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES. STORM DRAINAGE AND STREET PAVING". LATEST EDITION. REINFORCED CONCRETE (C76 CLASS III) STORM SEWERS SHALL BE INSTALLED. BEDDED 2. AND BACKFILLED IN ACCORDANCE WITH THE CITY OF HOUSTON'S DRAWINGS 02317-04, 02371-05, 02317-06, 02317-07 AND 02371-09 AS APPLICABLE. ALL STORM SEWERS CONSTRUCTED IN SIDE LOT EASEMENTS SHALL BE R.C.P.. MINIMUM 3. TWENTY (20) FOOT WIDE EASEMENTS SHALL BE PROVIDED. ALTERNATIVE TO CEMENT STABILIZED SAND BACKFILL FOR PIPES FIFTY-FOUR (54) 4. INCH AND LARGER, FROM 1-FOOT ABOVE THE TOP OF THE PIPE TO THE BOTTOM OF THE SUBGRADE. CONTRACTOR MAY BACKFILL WITH SUITABLE MATERIAL. PROVIDED THE BACKFILL MATERIAL IS PLACED. PAVING SHALL BE IN ACCORDANCE WITH THE "REGULATIONS OF HARRIS COUNTY, TEXAS FOR THE APPROVAL AND ACCEPTANCE OF INFRASTRUCTURE" AND/OR AMENDMENTS OF THE SAME. HARRIS COUNTY FLOOD CONTROL DISTRICT NOTES 1. HARRIS COUNTY FLOOD CONTROL DISTRICT CONSTRUCTION DEPARTMENT SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION AT (713) 956-3074. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS AND NOTICE OF INTENT ARE REQUIRED AT THIS TIME. 2. ENGINEER SHALL SUBMIT LETTER AND RECORD DRAWINGS TO THE HARRIS COUNTY FLOOD CONTROL DISTRICT, CONSTRUCTION DEPARTMENT, REQUESTING INSPECTION AND ACCEPTANCE OF ITEMS CONSTRUCTED IN HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING INSPECTION. THE DRAINAGE RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE STAKED AND FLAGGED. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING. MAINTAINING AND RESTORING BACKSLOPE DRAINAGE SYSTEM. 4. ALL DISTURBED AREAS WITHIN THE HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY, EXCEPT THE CHANNEL BOTTOM. SHALL BE HYDRO -MULCH SEEDED AS PER HARRIS COUNTY FLOOD CONTROL SPECIFICATION NO. 02921 ENTITLED "TURF ESTABLISHMENT" OR APPROVED EQUAL. 5. BACKFILL IN DRAINAGE CHANNELS TO BE COMPACTED IN NO GREATER THAN ONE FOOT LIFTS TO THE DENSITY OF THE UNDISTURBED ADJACENT SOIL. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING CHANNEL FLOWLINE TO DESIGN ELEVATION AS SHOWN ON THE PLANS AND DOWNSTREAM AS NECESSARY TO INSURE NO WATER IN STORM SEWER DURING "DRY" CONDITIONS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FLOW IN THE DRAINAGE CHANNELS DURING CONSTRUCTION AND RESTORING CHANNELS TO ORIGINAL CONDITION OR BETTER AFTER CONSTRUCTION. S. ALL EXCAVATED MATERIAL SHALL BE REMOVED FROM THE HCFCD RIGHT-OF-WAY. NO FILL SHALL BE PLACED WITHIN A DESIGNATED FLOOD PLAIN AREA WITHOUT FIRST OBTAINING A FILL PERMIT. 9. CONTRACTOR, WITH THE ASSISTANCE OF THE ENGINEER IF NECESSARY, SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL PERMITS. 10. THE UNITED STATES ARMY CORPS OF ENGINEERS SHOULD BE CONTACTED TO DETERMINE IF A PERMIT IS REQUIRED FOR THIS PROJECT. COPIES OF ALL PERMITS NECESSARY WITHIN THE HCFCD EASEMENTS SHOULD BE GIVEN TO HCFCD AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. No. I DATE REVISIONS APP. AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 PRIVATE UTILITY LINES SHOWN UNLESS J IYA1r.;1wtxlil 91/qi 0 VanDeWiele ---��� TFgs�'1 Engineering �PSE.OF 1 Incorporated • r*.•..•.•.,,• *' 2925 BriarparK, Suite 275 / DANIEL P.SWONE .................... ••••:•• Houston. Texas 77042-3778 713/782-0042 www.vandewiele-eng.com F , Texas Professional Engineering Firm Registration No. F148 3 l Qt of iL r CITE. OF LA PORTE 604 W. FAIRMONT PKWY. LA PORTE,TEXAS 77571 281-471-5020; FAX: 281-470-50( LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD ROM NORTH D STREET TO NORTH L STREETA OTHER UTILITIES NORTH H STREET; AND NORTH L STREET GENERAL NOTES NO*t No.; C-1 CONC. 1 S �S- RCP DITCH FL CONC. 48' PCP GAS UNE Y� V BORE 8-5 + g INT No. 5 s DITCH FL .i21 r PP TPED TPED 7 HOGG FIRE FENCE . GUY h r _ Q, e. r. rppiy 1L 1 2l' r�.. P' 0' 30' 60, 90' S.: II SCALE 1" — 30' UNK r ■ 6' CHAIN UNK FENCE r x A , DITCH FL DITCH FL DITCH FL GAS UhL.. V u unc V V c N 03'02'11 " W 900.00' 8 ® BORE 8-6 TRAVERSE UNE 8 SENS ROAD ( 100' PUBLIC RIGHT—OF—WAY) SIGN i DITCH FL DITCH FL OVERHEAD ELECTRICPP DITCH FL " x WOOD FENCE PP r TPEO WOOD FENCE 'I MH� ) TOP.. OC' x SENS ROAD. -- ( 73+00 — 82+00 ) GENERAL NOTES 1. ALL BEARINGS ARE REFERENCED TO THE THE TEXAS SPATE PLANE COORDINATE SYSTEM NAD83. TEXAS SOUTH CENTRAL ZONE 4204. 2. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR. 3. THIS SURVEY DOES NOT PROVIDE ANY DETERMINATION CONCERNING WETLANDS, FAULT LINES, TOXIC WASTE OR ANY OTHER ENVIRONMENTAL ISSUES. SUCH MATTERS SHOULD BE DIRECTED BY THE CLIENT OR PROSPECTIVE PURCHASER TO AN EXPERT CONSULTANT. 4. THE SQUARE FOOTAGE TOTALS AS SHOWN HEREON ARE BASED ON A MATHEMATICAL CLOSURE OF THE COURSES AND DISTANCES REFLECTED ON THIS SURVEY. IT DOES NOT INCLUDE THE TOLERANCES THAT MAY BE PRESENT DUE TO THE POSITIONAL ACCURACY OF THE BOUNDARY MONUMENTATION. 5. COORDINATES, BEARINGS AND DISTANCES CAN BE SCALED FROM GRID TO GROUND BUY APPLYING A SCALE FACTOR OF 1.00011971371562. SENCHMWI(s): FLOOOPWN REFERENCE MARK NUMBER 080005 HCFCD ALUM DISC STAMPED F 101 BM-03 ON BRIDGE AT SENS ROAD AND FIOI-00-00 LOCATED ON DOWNSTREAM CONCRETE WALK ON E. SIDE OF THE ROAD AND IN THE CENTER OF THE BRIDGE IN KEYMAP 540S IN THE GALVESTON BAY WATERSHED NEAR STREAM F 101-00-00 ELEV. 20.73 FEET NAVD 1988. 2001 ADJUSTED. FLOODPLAIN REFERENCE MARK NUMBER D80040 NGS BRASS DISC STAMPED K 1244 1978 ON BRIDGE AT SENS ROAD AND F216-00-DO LOCATED ON DOWNSTREAM SOUTHEAST CORNER OF BRIDGE ON TOP OF THE CONCRETE RAILING IN KEYMAP 54OW IN THE GALVESTON BAY WATERSHED NEAR STREAM F 216-00-00 ELEV. 24.67 FEET NAVD 1988, 2001 ADJUSTED. M- CEDAR MH ■ r m � W 44_ � < u- Of O O �-- O I— LTJ Z 0 O- m ry J O z �. 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ALL BEARINGS ARE REFERENCED TO THE THE TEXAS STATE PLANE COORDINATE SYSTEM NAD83, TEXAS SOUTH CENTRAL ZONE 4204. 2. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR. 3. THIS SURVEY DOES NOT PROVIDE ANY DETERMINATION CONCERNING WETLANDS, FAULT LINES, TOXIC WASTE OR ANY OTHER ENVIRONMENTAL ISSUES. SUCH MATTERS SHOULD BE DIRECTED BY THE CLIENT OR PROSPECTIVE PURCHASER TO AN EXPERT CONSULTANT. 4. THE SQUARE FOOTAGE TOTALS AS SHOWN HEREON ARE B/SED ON A MATHEMATICAL CLOSURE OF THE COURSES AND DISTANCES REFLECTED ON THIS SURVEY. IT DOES NOT INCLUDE THE TOLERANCES THAT MAY BE PRESENT DUE TO THE POSITIONAL ACCURACY OF THE BOUNDARY MONUMENTATION. 5. COORDINATES, BEARINGS AND DISTANCES CAN BE SCALED FROM GRID TO GROUND BUY APPLYING A SCALE FACTOR OF 1.00011971371562. BENCHMARK(°): FLOODPWN REFERENCE MARK NUMBER 060005 HCFCD ALUM DISC STAMPED F 101 BM-03 ON BRIDGE AT SENS ROAD AND F101-00-00 LOCATED ON DOWNSTREAM CONCRETE WALK ON E. SIDE OF THE ROAD AND IN THE CENTER OF THE BRIDGE IN KEYMAP 540S IN THE GALVESTON BAY WATERSHED NEAR STREAM F 101-00-00 ELEV. 20.73 FEET NAVD 1988, 2001 ADJUSTED. FLOODPLAIN REFERENCE MARK NUMBER 060040 NGS BRASS DISC STAMPED K 1244 1978 ON BRIDGE AT SENS ROAD AND F216-00-00 LOCATED ON DOWNSTREAM SOUTHEAST CORNER OF BRIDGE ON TOP OF THE CONCRETE RAIIJNG IN KEYMAP 54OW IN THE GALVESTON BAY WATERSHED NEAR STREAM F 216-00-00 Et". 24.67 FEET NAVD 1988, 2001 ADJUSTED. Z 0 0_ cr I U W III CL Of 0 h T�( VJ .L. :r 6f O 0 W NV O G ry Z Ld^ L� H Y I z O O I Q U Q Q Li Z O m m W W 0 > Q Y UJ M W W i Q L W c=) Y G LLJ 00 p 0 �(`�Ja�f�W Y 0_M1" V a 04 O O W t Cn (, W GO OI `I W N U� W Z O n_ a DATE: JULY, 2008 SCALE: 1 "=30' SHEET NUMBER S OF 51 14 . ul _ a t' t' F.; I 1 I NORTH "L" STREET ° LL I I MATCH LINE - 17.+00 7 yy C NN y a G c V U V I I I r J I + IZ I m I I TR 14�89 ' a (BWtad hut) I q O •--_— y'4— ----- -•.------------------ _ 24_RCP----_--9___A---------------- f- 4 + ffl��js''�''''iP ITIll + �tWJ � r eeO 1 VIOL J r .4 D' \ 74M Y T + + + 1D T I� Le+Gl + _N 00.0529' E 189.57' 8 t0 d SENS — , �/ (�jmrvw>Mcv''emaT�T� O( T V + +B ih to am I co --C2 m g U 1 MATCH LINE — 1 +00 NORTH "L" STREET I i L—I I r.V/ / R 2=.W' i t 1, 0 LENT— 14.05'_; `"BRfsN—U!•32'.3.; W I v 6 G V m I SENS ROAD: (109+00 - 118+00 ) J ° N �-- IN Will g-1YRCP _�_-9-________ .._---_—_ ° 4 2 � i GENERAL NOTES 1. ALL BEARINGS ARE REFERENCED TO THE THE TEXAS STATE PLANE COORDINATE SYSTEM NAD83, TEXAS SOUTH CENTRAL ZONE 4204. 2. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR. 3. THIS SURVEY DOES NOT PROVIDE ANY DETERMINATION CONCERNING WETLANDS, FAULT LINES, TOXIC WASTE OR ANY OTHER ENVIRONMENTAL ISSUES. SUCH MATTERS SHOULD BE DIRECTED BY THE CLIENT OR PROSPECTIVE PURCHASER TO AN EXPERT CONSULTANT. 4. THE SQUARE FOOTAGE TOTALS AS SHOWN HEREON ARE BASED ON A MATHEMATICAL CLOSURE OF THE COURSES AND DISTANCES REFLECTED ON THIS SURVEY. IT DOES NOT INCLUDE THE TOLERANCES THATMAYBE PRESENT DUE TO THE POSITIONAL ACCURACY OF THE BOUNDARY MONUMENTATION. S. COORDINATES, BEARINGS AND DISTANCES CAN BE SCALED FROM GRID TO GROUND BUY APPLYING A SCALE FACTOR OF 1.00011971371562. i I I III I i I I 4CCC I I I z I I I - I I I T + i I --1 — '-------------------_•.--a-------- Ico i - -a _24'RCP _____ r l�- I D � Lli t� ----------------------- --------- /5'RCP .l .g_------ a a I � a Q SENCHMW(s): FLOODPLAIN REFERENCE MARK NUMBER 060D05 HCFCD ALUM DISC STAMPED F 101 BM-03 ON BRIDGE AT SENS ROAD AND F101-00-00 LOCATED ON DOWNSTREAM CONCRETE WALK ON E. SIDE OF THE ROAD AND IN THE CENTER OF THE BRIDGE IN KEYMAP 540S IN THE GALVESTON BAY WATERSHED NEAR STREAM F 101-00-M ELEV. 20.73 FEET NAVD 1988, 2001 ADJUSTED. FLOODPLAIN REFERENCE MARK NUMBER 060040 NGS BRASS DISC STAMPED K 1244 1978 ON BRIDGE AT SENS ROAD AND F216-00-00 LOCATED ON DOWNSTREAM SOUTHEAST CORNER OF BRIDGE.ON TOP OF THE CONCRETE RAJUNG IN KEYMAP 54OW IN THE GALVESTON BAY WATERSHED NEAR STREAM F 216-OD-DO ELEV. 24.67 FEET NAVD 1988, 2001 ADJUSTED. 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O I , i 1 I I N ___i/2' PLA Gc..LINE ___ U .> II d a d � _� Z i l 1 1 j z I I I O . LL' 6 d U 6 LL O 6 U ; E ,[o.• 1y ✓Y - -p y '/fir'J I ` • V U N a U O N U. cc MMAF I 6 4 4 9 U' C V SENS ROAD cn It ( 127+00 - 136+00 ) z V— Z LL- w z cn LI m m ______ w w > W v Y )a I 1 •- i ; i 0- . 00 a N O z z a la. �• Y�s.to i � �u�. IIII O �• -._._ GENERAL NOTES BENCHMARK(.): K� 1. ALL BEARINGS ARE REFERENCED TO THE THE TEXAS STATE PLANE COORDINATE SYSTEM NAD83. FLOODPLAIN REFERENCE MARK NUMBER 080005 •••Q'5 TEXAS SOUM CENTIZAL ZONE 4204. HCFCD ALUM DISC STAMPED F 101 BM-03 ON BRIDGE AT SENS ROAD AND�. �;F ,.•OPT TEX'S ;r'"2. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR. F101-00-00 LOCATED ON DOWNSTREAM CONCRETE WALK ON E. SIDE OF THE ROAD :�0 ,� AND IN THE CENTER OF THE BRIDGE IN KEYMAP 540S IN THE GALVESTON BAY ;'-�'" 3. THIS SURVEY DOES NOT PROVIDE ANY DETERMINATION CONCERNING WETLANDS, FAULT LINES, WATERSHED NEAR STREAM F 101-00-00 ELEV. 20.73 FEET NAVD 1988, 2001 �- TOXIC WASTE OR ANY OTHER ENVIRONMENTAL ISSUES. SUCH MATTERS SHOULD BE DIRECTED ADJUSTED. BY THE CLIENT OR PROSPECTIVE PURCHASER TO AN EXPERT CONSULTANT. �_. 4. THE SQUARE FOOTAGE TOTALS AS SHOWN HEREON ARE BASED ON A MATHEMATICAL CLOSURE FLOODPWN REFERENCE MARK NUMBER 060040 OF THE COURSES AND DISTANCES REFLECTED ON THIS SURVEY. IT DOES NOT INCLUDE DATE: J LILY, ,4008 '.. . THE TOLERANCES THAT MAY BE PRESENT DUE TO THE POSITIONAL ACCURACY OF THE NGS BRASS DISC STAMPED K 1244 1978 ON BRIDGE AT SENS. ROAD AND SCALE: 1 "=30' BOUNDARY MONUMENTATION. F216-00-00 LOCATED ON DOWNSTREAM SOUTHEAST CORNER OF BRIDGE ON TOP OF 0` 30' 60 90 S. COORDINATES, BEARINGS AND DISTANCES CAN BE SCALED FROM GRID TO GROUND THE CONCRETE 00-00UNG LN K4APEY 540W IN THE G8 , 2001 DJ WATERSHED NEAR BUY APPLYING A SCALE FACTOR OF 1.00011971371562. SCREAM F 218-00-00 ELEV. 24.67 FEET NAVD 1988, 2001 ADJUSTED. • T SCALE 1 " - 30' SHEET NUMBER ? OF 51_ ci oil 8 ti �t 0 ' 0 c +,T. �a 00 �t I > w z � J w I a ' U III NORTH "L" STREEI ( 0+00 - 8+00 ) ( 0+00 — 17tUU ) GENERAL NOTES 1. ALL BEARINGS ARE REFERENCED TO THE THE TEXAS STATE PLANE COORDINATE SYSTEM NAD83, TEXAS SOUTH CENTRAL ZONE 4204. 2. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR. 3. THIS SURVEY DOES NOT PROVIDE ANY DETERMINATION CONCERNING WETLANDS, FAULT LINES, TOXIC WASTE OR ANY OTHER ENVIRONMENTAL ISSUES. SUCH MATTERS SHOULD BE DIRECTED BY THE CLIENT OR PROSPECTIVE PURCHASER TO AN CXPERT CONSULTANT. r 4. THE SQUARE FOOTAGE TOTALS AS SHOWN HEREON ARR BASED ON A MATHEMATICAL CLOSURE OF THE COURSES AND DISTANCES REFLECTED ON THIS SURVEY. IT DOES NOT INCLUDE THE TOLERANCES THAT MAY BE PRESENT DUE TO THE POSITIONAL ACCURACY OF THE BOUNDARY MONUMENTAMON. O, 30. 60> 90' 5. COORDINATES, BEARINGS AND DISTANCES CAN BE SCALED FROM GRID TO GROUND BUY APPLYING A SCALE FACTOR OF 1.00011971371562. SCALE 1 " - 30' BENCHMARK(*): FLOODPLAIN REFERENCE MARK NUMBER 060005 HCFCD ALUM DISC STAMPED F 101 SM-03 ON BRIDGE AT SENS ROAD AND F101-00-00 LOCATED ON DOWNSTREAM CONCRETE WALK ON E. SIDE OF THE ROM AND IN THE CENTER OF THE BRIDGE IN KEYMAP 5405 IN THE GALVESTON BAY WATERSHED NEAR STREAM F 101-00-00 0". 20.73 FEET NAVD 1988, 2D01 ADJUSTED. FLOODPLAIN REFERENCE MARK NUMBER 060040 NGS BRASS DISC STAMPED K 1244 1978 ON BRIDGE AT SENS ROM AND F216-00-00 LOCATED ON DOWNSTREAM SOUTHEAST CORNER OF BRIDGE ON TOP OF THE CONCRETE RAILING IN KEYMAP 540W IN THE GALVESTON BAY WATERSHED NEAR STREAM F 216-00-00 ELEV. 24.67 FEET NAVD 1988, 2001 ADJUSTED, 0 0 00 I w z U Q 0 I z J IN -am 0 Z QCL = Q W C� �O V) CL w O w N� LNLJ 1.{ I — z w w I w U = W 0O W Z 0- Z Q V) V) F— a- Q w: m Z Z O cO C (_ V 0 I cr- Oii Z F- O 0 w m m m 0 0 w Ld W cr OL a Ld c jj Ya. 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APPROXIMATE RIOFR-Of-441Y I wmm "x a ,AS`TI) rw + S��npN 4 II II II A E II II II 4 S 4 4 4 4 4 4 S 4- 4 4 II II 4 II II II II II 4 $ II II--4 o 4r, A 4 II }„ . + + NORTH "H" STREET 00 $ f: a + (CALLED BO' PUBLIC RIGHT-OF-WAY) + x..le + I Ef o S'u N 8651'18" E �eovt 800.00' g Qu GO -.�- w Z -------------------- -1-- J ------------ - _ C) CONTROL POINT No. 1FND F- NAIL N 13814158.76 AS MONUMENTED E:3220924.79 Z:21.86 STA:-12.82 R:9.67 u, p� I & F, 3 !s- �.j t'. a` T< is 0' 30' 60' 90' I> SCALE 1 " - 30' t, t i STA11+85.25 R:36.91 STA:4+25.96 I R:36.20 y 1 gg8 K NORTH "H" STREET ( 0+00 - 8+00 ) GENERAL NOTES 1. ALL BEARINGS ARE REFERENCED TO THE THE TEXAS STATE PLANE COORDINATE SYSTEM NAD83, TEXAS SOUTH CENTRAL ZONE 4204. 2. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR. 3. THIS SURVEY DOES NOT PROVIDE ANY DETERMINATION CONCERNING WETLANDS, FAULT LINES, TOXIC WASTE OR ANY OTHER ENVIRONMENTAL ISSUES. SUCH MATTERS SHOULD BE DIRECTED BY THE CLIENT OR PROSPECTIVE PURCHASER TO AN EXPERT CONSULTANT. 4. THE SQUARE FOOTAGE TOTALS AS SHOWN HEREON ARE BASED ON A MATHEMATICAL CLOSURE OF THE COURSES AND DISTANCES REFLECTED ON THIS SURVEY. R DOES NOT INCLUDE THE TOLERANCES THAT MAY BE PRESENT DUE TO THE POSITIONAL ACCURACY OF THE BOUNDARY MONUMENTATION. S. COORDINATES, BEARINGS AND DISTANCES CAN BE SCALED FROM GRID TO GROUND BUY APPLYING A SCALE FACTOR OF 1.00011971371562. BENCHMW(s): FLOODPWN REFERENCE MARK NUMBER 060005 HCFCD ALUM DISC STAMPED F 101 SM-03 ON BRIDGE AT SENS ROAD AND F101-00-00 LOCATED ON DOWNSTREAM CONCRETE WALK ON E. SIDE OF THE ROAD AND IN THE CENTER OF THE BRIDGE IN KEYMAP 540S IN THE GALVEST'ON BAY WATERSHED NEAR STREAM F 101-00-00 ELEV. 20.73 FEET NAVD 1088, 2001 ADJUSTED. FLOOOPLNN REFERENCE MARK NUMBER 060040 NGS BRASS DISC STAMPED K 1244 1978 ON BRIDGE AT SENS ROAD AND F216-00-00 LOCATED ON DOWNSTREAM SOUTHEAST CORNER OF BRIDGE ON TOP OF THE CONCRETE RAILING IN KEYMAP 54OW IN THE GALVESTON BAY WATERSHED NEAR STREAM F 216-00-00 ELEV. 24.67 FEET NAVD 1988, 2001 ADJUSTED. I� m a w n Z Q n LL J cr ^ 0 V) cl. w O LJ J Z 0 (~n Zw h U � LA �. 0 0 ryZ 0 z 'Q V) V) 0- I- 5LL! G O � Qom. 1.1- 00 Z O � 0 cr m m m 0 w m w Ej a a W U Y'. V 0 � Oq ci i�a Y a DD O N 0 w �LL Do � rn W Z Oct z r' Z O K _ DATE: JULY, 2008 SCALE: 1 "=301`t SHEET NUMBEW., 9 OF SI 1 �i h� Y........._. Pi t. r.: T �g STA:8+75.82 L;39.82 s a a FIND PK NAIL N,13814204.41 E:3221766.48 Z:21.00 STA:8+30.11 R:10.27 STA:18+31.97 L•37.91 0 0 STA:144-11.81 U39.35 NORTH "H" STREET ti c w w ( CALLED 80' PUBUC RIGHT-OF-WAY I 8 _ _ 8 N 86'51'18" E 900.00' •`�° —: —� . �4 �. ..` I� a� - - I—ter a- } i E E NORTH "H" STREET ( 8+00 - 17+00 ) y9 i � poll 1111J CONTROL POINT No. 3 FWD PK NAIL N:13814250.45 E:3222602.06 Z:20.04 STA:16+66.95 R:10.14 3 0 a s a s % n a n n a n s n n a a n a s a a a s s s s — s a s n —0—-I- i � poll 1111J CONTROL POINT No. 3 FWD PK NAIL N:13814250.45 E:3222602.06 Z:20.04 STA:16+66.95 R:10.14 3 0 a s a s % n a n n a n s n n a a n a s a a a s s s s — s a s n —0—-I- I' _ z J FIND OR FND SO SiA:17+02.57 STA 19+17. I 0' 30' 60' 90' I SCALE 1 " - 30' I - i NORTH "H" STREET N m ( CALLED 80' PUBUC RIGHT-OF-WAY 8 8 N 86-51 *18", E 900.00' 8 �+ NORTH "H" STREET ( 17+00 - 26+00 ) GENEM NOTES 1. ALL BEARINGS ARE REFERENCED TO THE THE TEXAS STATE PLANE COORDINATE SYSTEM NAD83, TEXAS SOUTH CENTRAL. ZONE 4204. 2. THIS SURVEY DOES NOT CONSTITUTE A TIRE SEARCH BY THE SURVEYOR. 3. THIS SURVEY DOES NOT PROVIDE ANY DETERMINATION CONCERNING WETLANDS, FAULT LINES, TOXIC WASTE OR ANY OTHER ENVIRONMENTAL ISSUES. SUCH MATTERS SHOULD BE DIRECTED BY THE CLIENT OR PROSPECTIVE PURCHASER TO AN EXPERT CONSULTANT. 4, THE SQUARE FOOTAGE TOTALS AS SHOWN HEREON ARE BASED ON A MATHEMATICAL CLOSURE OF THE COURSES AND DISTANCES REFLECTED ON THIS SURVEY. IT DOES NOT INCLUDE THE TOLERANCES THAT MAY BE PRESENT DUE TO THE POSITIONAL ACCURACY OF THE BOUNDARY MONUMENTATION. 5. COORDINATES, BEARINGS AND DISTANCES CAN BE SCALED FROM GRID TO GROUND BUY APPLYING A SCALE FACTOR OF 1.00011971371562. BENCHMW(s): FLOODPLAIN REFERENCE MARK NUMBER 060005 HCFCD ALUM DISC STAMPED F 101 BM-03 ON BRIDGE AT SENS ROAD AND FIOI-00-00 LOCATED ON DOWNSTREAM CONCRETE WALK ON E. SIDE OF THE ROAD AND IN THE CENTER OF THE BRIDGE IN KEYMAP 540S IN THE GALVESTON BAY WATERSHED NEAR STREAM F 101-00-00 ELEV. 20.73 FEET NAVD 1988, 2001 ADJUSTED. FLOODPLAIN REFERENCE MARK NUMBER 060040 NGS BRASS DISC STAMPED K 1244 1978 ON BRIDGE AT SENS ROAD AND F216-00-00 LOCATED ON DOWNSTREAM SOUTHEAST CORNER OF BRIDGE ON TOP OF THE CONCRETE RAILING IN KEYMAP 54OW IN THE GALVESTON BAY WATERSHED NEAR _ STREAM F 216-00-00 ELEV. 24.67 FEET NAVD 1988, 2001 ADJUSTED. -am a Z 3:: < LL. WW F-�— O (D LLJ O 0'p- = W V) --� O� �� �-�— z z -_ �- /O\ w O V I Q U Q Q W az O Q (n m � m d V m LLJ a W 0 Y as V �a Oq I- o a Y� pQ OD �nON n W w 00 Q^01 Do Q UN W Z F-zl Ci. I _ DATE: JULY, 2008 SCALE: 1 "=30' SHEET NUMBER io OF 51 0 0 i:- r `{Eh 4>. tl. t I, F'. f. Je. C, 4.' I„ t:t t G `tr h� r pep.. t k' I� _ a a J M 9 00 N C4 ^u to 0 o r�$ "^d 227A` 1 ' . r M 400 200 0 400 NOMMMONWROW SCALE: 1"=400' No. DATE REVISIONS APP, NOTICE; AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 PRIVATE UTILITY LINES SHOWN /411i4 tAMOVED OTHERMISE FOR ONE UNLESS ' I - I iI (— r-.•, I_.._.-._�_i (1 M I P�20P 12" b I 2x SAN.! ._._ —�.>- _ J _-•__ VanDeWiele .�Ift Engineering rI-PROP SPCL SAN MH (6) PtE DF re'ry to Incorporated - - Incorporated i -PROP SPCL SAN MH (5) 2925 Br i arpark. Suite 275 I•AMEP. ��.... j I Houston, Texas 77042-3778 ° ie I i 82-0042 PROP 36" SAN ! SWR E C - _ _ _ - -` — ww. vandew I e I e-eng. com I H. F.C.D.N_O.y __ w_ 713 ---�--� _ -- .... - ' ......_.__......._-L.. iPRt)PI SAN IJH (4), <'Texas 7Profess i ona f Engineering �s oa o i jFirm Registration No. F148 ! ' F CITY OF LA PORTE 1 . t A II� ; i , i� : �r ._� __.___'_I_. I t -• '_ .IL ' I PROP _SAN twW 1EA I �- __ � T U + 604 W. FAIRMONT PKWY. 1i I ._. i PROP (3) _:_.... I ' LA PORTE, TEXAS 77571 - 1-5020; FAX: 281-470-5005 �_ I PROF, 36" SAN, SWRi.. i t: i NORTH D STREET } t_._. _ _! __._-' i € LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD ww ! f — — - -- PROP SAN MH (2) _ FROM NORTH D STREET TO NORTH L STREET, & OTHER _�._•_�__ _ _. ?_�� .—` L — -a — z 7?' .. _ . �� i i_..._ ..! r . ,; ._ " _.� r — UTILITIES NORTH H STREET; AND NORTH L STREET •' i k'_I �� ,. C!ANEGY PRI P 36"i SAN! i L \ a ? VIR TO JEX SAN 1 1 )i' FSF u - , ;_� S ( i5 f OVERALL _- 1I SANITARY SEWER F:t' SYSTEM 0 C`:-; i C t 1 i I �A 400 200 0 400 wNwow SCALE: V-400' No. DATE REVISIONS APP, NOTICED AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEAENTS CALL THE LONE STAR NOTIFICATION T13 223-456T PRIVATE UTILITY LINES SHOWN uw.ESS ONE VanDeWiele _-- Engineering=5�r`............ Tf�s`' Incorporated 10 �..:........................... 2925 Br 1 arpark. SuitDANEL P. SKONE 2 e 275 �••r•••.......•............... Houston. Texas 77042-3778 J713/782-0042 5$1 r www.vandewiele—eng.com i Texas Professional Engineering Firm Registration No. F148 CITY OF LA PORTE U ti; m 604 W. FAIRMONT PKWY. LA PORTE, TEXAS 77571 �"P5 281-471-5020; FAX- 281-470-5005 LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD Dft FROM NORTH D STREET TO NORTH L STREET,& OTHER UTILITIES NORTH H STREET; AND NORTH L STREET On: wn: OVERALL WATER LINE SYSTEM °°� 0 S w J _ 4. U) CL ._1 EX. 36"SAN STUB OUT NORTH D STREET J U CONC. PAVING ma's s �_• �5'1 __.._.i C___-..__ _� _�._� I 80i' ROW:- EXIST SAN MH('!) ` \ \ C] �` EX RIM ?0.'!8 \ I ! •�` % tz i"' I I ` 24' :E IST y ASPH_,. VMT STA.73+72. 4 'LT_ — PROP 5 ID SAN !MH (2) t : 32' EX CONC DRWY PROP B S TRANSFER EXIT SAN e�' P RIM = 21 •00 1 1' 11' CHAIN LINK ; FurG SWR SERVICES TO Sq PR 6 SAN R 4' BARE WIRE FENCE 6 _._.y.._.-. ;.........-_`0___�'--"t^ s.. _'"__.,,... ,:-..;_..-o.-....v—X---N—_X_'X._-9r---•_X._..-_y_.—;__,.y--__%,_..,X.g___y..,_•.X.__X_..._.y,___.%-'—F-- 3 1 I . N, SWR ,; ._ i r 4 . 1 ROW PP —.+' F 37 �' M! I'. 9 :: ,.' REGRADI pI ICH„TO DRA. TYE?y) 2506 SENS RD _ 2 SAN qWR I +v GAS LINE % _..- _. _ _. __.... _. _ _--- <�ENTERPDICO EN rGr 4'; IP STl ,4S LINE _.__._ _ ,•,__.- ..: .. ...... .•"------ rm---mr------'m_-^ � ..r ,. r .. r .r .. 71n- ---�r.•� •-nrr' rr, -ter- 'mr---•>m r., --n.— -mr IL REMOVE EXIST 36" SAN STUB OUT CONNECT ``'I '" g > I EXIST ASPH PAVMENT PRDP 3I�_][E0M SENS ROAD ro RE B­11 F({... .. .,lie __... __uL•._. ._.f._._.._..,.�ar-. .,..+.�..�•�--� _.-.-tLtl„� ..�._•'^.Y. aH M.nu .— ..._.. -- .._-N-- ..__........._....n 72+00 740 0 — 75+00+/,•—,,/LV ,tom .-azt— _.: 1._...._.. J �—,— o -- _____01TCH FL -----•--._,___.__ 24 RCP !_H----_---__-,_---------------„_._._______..___-_-.____.__--.___-----_-_-___-___.-__,___,_ __...-- ._.... --`- ---- ------------- -- - --- ----- » FL __.. -,_ - N L a i. Q ..a. r..._..._..._.____._._...__--.—...r. - OVERHEAD cgC MH _ - Ovtn t 2 ( i 38C 12 `4" ,rC,r PVCIca-ELECTRIC .�.. ? ......--t _.__X"—X___.X_.._.X.__�!_._._X._--%---n--'-% X X—.....X._�-.�Y._—X.-_._.%--_X—X___1—?'.�X,—X...—.C_._____F X—_X_.—X.__M__ :t. ,_- Y-r..: .-.-„�..� .-1.. ,,...... _. ,, _ .:. .._... .._i. _._;�__� -_--x�_X—_�_'_-X___y�.X._..__•.X_-•__Y`�_,(—_X_._X.__..,y__.%_.,._;t_._X._—X,_._%—._X %.___y___.X—..y___.X.—_X_._ . - 41 : I 1 - nt>. WIRE FENCE V, l t VJhTER LINE � Mai (Sec ( 1 10 77' TOP- 19. SENS ROAD ST, NORTH D STREI �i 3 n.. t, R r , 1 'I k ,y STA.73+72, 48'RT PROP 8 SAN STACK 8" �= 11.35 (W) '" • _ SENS ROAD lL• tl� y 1.. K t� ROW , v - _.. __..._ -. - 1 j-i---•- � 1 i � I. 1 ! ! C� I ^,\\IT � � - � --r--• ' i f � -�'_ - .. ___-......_.. - .. �y 1' � •. - � ,'� N i r ,. .. ._ NOTE: 100—YR FREQ FLOOD PLAN EL= 21.0 20 10 0 20 SCALE: V-20' - LEGEND o T— + 1U CAUTION EXIST OVERHEAD ELECTRICAL �.. FACILITIES IN AREA. Q CAUTION EXIST UNDERGROUND GAS FACILITIES IN AREA. _ 76 N 30 REMOVE AND REPLACE EXIST STM PIPE W AS NEEDED. ------ Z 4 REMOVE AND REPLACE A E EXIST PVMT J SEE DETAILS SHEET 42. = 5� REMOVE EXIST FENCE WITHIN ROW AS -X_—% REO'D TO FACILITATE CONSTRUCTION. CENTER ONE FULL SECTION OF SAN SWR OR SAN FM PIPE (18'MIN) ON WATER LINE. 7� CENTER ONE FULL SECTION OF WATER LINE PIPE (18'MIN) ON SAN SWR OR SAN FM. AND DISPOSE OF EXIST TREE. tEMOVE XISTPOWER POLE TO BE RELOCATED OR ROTECTED IN PLACE. CONTACT OWNING UTILITY.. ©0 CAUTION EXIST SBC UNDERGRO D DUCT BANK IN AREA. SYMBOLS P7.TL77TTT771 PROP FULL PIPE SECTION I X X X X X1 PROP BORE x JACK 1�1-fT1"I rm PROP AUGER I , 7 ! I ` i 20 No. DATE REVISIONS APP. i NULL.1' 1, __1 i AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 .__.-._._.____-_r -:::F` _:^^=ter _.._:.__w .._ _..__ 1 B ... . __..... PRIVATE UTILITY LINES SHOWN _ .,If ! ;i'' - ' f. ,a ) tl .-•1 iY ! I [! Y, L:r �, h, i i fiVY _.. 1 In :[, i - �' ----'---- ?ir r- i \ f 4 Doter __._. 1 L I r, r ,. -.. . i - i 1 ^ L -- 1 E'i: ' T' U; 'r< :'! i 1 OI<ENERGY/ELECTRIC FACILITIES !! r _,. . ;..___....- .-._,.�.�._'..... .,..„..._._.-.-_. i itl'___-' , It - ! `, APPRDVED ONLY FOR CROSSING UNDERORDUND DUCTLIHES. UNLESS i• , ,. 3 { _.� - .-l-li-'--_=�,I_-.-_._._ i'~ _-__.- I ' ___„,4 1 ISE NOTED.) VALID AT TIME OF REVIEW ONLY. ! 41. I, • 6 1 16 LiA , i __ .. r 1 k f 1 _ - 14 n G 'V i 1 ! - z t PROP:8"SAN SWR LEAD (E) .' 12 _. _._ __ .., .,. ; ... _..._ ... .._.. ,.... _ . 1. _ , �_ •� � l PROP 8 "SAN DROP (E) I t , 1 ! I , t � ( i e 10 4 f , I , I` P p 6 A ! is s f f I •, � � 2 � .0 y. i , I 6 t _ ... __.._ ! I ;TA;73122 °a PROP 5 ID SAN MH(2) {. Ni 36 �. 37 t N8S )z I - 1 4 f • 4 4 ! I , 8 - 4 f � ! _ i E x � �: 1, .� "'o ! RF�MOVE EXIST+ 36" SAN STUB OUT I. i t N t CQNNECT PROP 360SAN 5TO EX SAN MH(1) 'p" 71 +00 72+00 73+00 74+00 - ROVED 0 SB U RG UND C T FACILITIES ONLY. "---^t---t•--.._-`"'""`�-� -- -_. —4 O TORE VALID FOR ONE YEAR ----"... Date. 7 ^ f C�ETERPOINi ENERGY/GAS FACILITIES ' ONAS SERVICE LINES ARE NOT SHOWN.) I I , • b < I. I VanDeWiele OF rj�%��, I cn 12 Engineering - 5 '.s 4 Incorporated i , ... DANI t z 2925 Br i arpark. Suite 275 •:•••••........ Houston. Texas 77042-3778 713/782-0042 1 ! j J 10 www.vandewiele-eng.com tF' i Texas Professional Engineering f I V Firm Registration No. F148 �. O L A CITY OF LA PORTE 'I�R-tfi�•"3'b'��'i(T�l`•SWR__. _ 228 LF e,0.045y. i 604 W. FAIRMONT PKWY. #AS LA PORTE, TEXAS 77571 } 281-471-5020; FAX: 281-470-5005 6 LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD OWN, -FROM NORTH D STREET TO NORTH L STREET, & OTHER UTILITIES NORTH H STREET; AND NORTH L STREET am. i i _......_._.._.W. SENS _.._........- . _.. PLAN AND PRAOF I LE t j STA 71 +00 TO STA 76+00 2 1 � i _ I 7 6,,E+100 NOTE: 100—YR FREQ FLOOD PLAN EL= 21.0 REGRADE DITCH TO DRAIN PROP .35 UAN 5WR ----------------- 0 0 + . .......... . . ....... tD > X a_ (L cli 100 0 77+00 ------- LW- ---1441.- 1W Uj. .. ...... .... z --------------------------------------- "C" PVC VVATER LINE (1 10 F. 20 - - --- ------ 18 --------- - I It -Di 16 ...... .. .... 0 0 J + --- ------- ...... .. 14 4LO 12 T z 10 -T 8 162 � F N 0. 045 z 47 t. C4 ? a. 9- z w . ......... .. ... ........... . ...... .... ... > a 0 00 N VAMIQ PROP 6'vSAN RIM = 21-00 LEAD W/DROP (E) TRANSFER EXIST SAN SWR SERVICES TO PROP 36"SAN SWR 20 10 0 20 ROW . . . . . . ..... SCALE: 1"-20' ....... _PROP 36-v SAN SWR ............ ...... ... . ...... ...... - --------- 0 -------------- --------- ...... .. .... --------------------- --------- --------- ........... . ......... . . ..... .... . ..... .. ..... . . 4' IF 'SiL'GAS LINE co LEGEND 2 ------ - ------- 4XIS'T ASPH PAVEMENT 81 80+00 CAUTION EXIST OVERHEAD ELECTRICAL PAVEM ENT FACILITIES IN AREA. .. ............ . .. 7T+00--, ------ w 78+00 z CAUTION EXIST UNDERGROUND GAS FACILITIES IN AREA. ... . . ... ... ....... . . REMOVE AND REPLACE EXIST STM PIPE z AS NEEDED. ------------------------------------------------ -------------------------------------- PROP 12 ------- DITCH- FL ------ t pp _W_A_TE_A_MkPN ---------- REMOVE AND REPLACE EXIST PVMT •. ..... . .... . ..... . I 5 . . . . . . . . . . SEE DETAILS SHEET 42. C11.1 12 .-4" :'C" PVC S14C 12-4" "C' REMOVE EXIST FENCE WITHIN ROW AS .. ........... T OVERHEAD ELECTRIC REQ'D TO FACILITATE CONSTRUCTION, J y0p.. 18.94.. LINE ........... P� CENTER ONE FULL SECTION OF SAN SWR ROW 2507 SENS R 2. 5' 12- OR SAN FM PIPE (18'MIN) ON WATER LINE. CENTER ONE FULL SECTION OF WATER LINE PIPE (18'MIN) ON SAN SWR OR SAN FM. REMOVE AND DISPOSE OF EXIST TREE. STA.77+62, 48'RT PROP 8 SAN STACK EXIST POWER POLE TO BE RELOCATED OR 8#1 = 11-45(W) 1-12'0' WET C NN ABANDON EX 12"WL PROTECTED IN PLACE. CONTACT OWNING UTILITY. V�LV1-12'VCUT.PL G & AND TRANSFER SERVICE 1ABANDON I TO PROP 12 WL itJO CAUTION EXIST SBC UNDERGROUND DUCT BANK IN AREA. SYMBOLS PROP FULL PIPE SECTION L -X X X X X PROP BORE & JACK 6_51 SENS' ROAD I PROP AUGER .. ..... ..... . 4- t ViT 41 t6t:"". -7, • - ---- - ------- -------- SBC 12L4' 7 t .I-------- . . . . . . . . .. ------TPROP 80SAN SWR LEAD;(E) w PROP 12YIWATER MAIA PROP 8-SAN DROP (E):: — — -------- F. PROP 36 338 LF ,77+& 5' D SAN MH(T)_ f=6.5, (N&S) -11.0, (E) P6.5A- 78+00 9+00 n+00 81 20 No. DATE REVISIONS NOTICE. AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 PRIVATE UTILITY LINES SHOWN 16 0 0 14 UNLESS p.—va U FOR 58C UNUEALGRO ND UIT FACILITIES ONLY. tTGXTVUERE VALID FOR ONE YEMA� — van-Dewiele OF re NX 12 -Incorporated 00 z DANIEL P. SIMEONE 2925 Briarpark. Suite 275 Z•............................. Houston. Texas 77042 -3778 A 5819 _j 713/782-0042 www.vandewiele-eng.com 10 Texas Professional Engineering w Firm Registration No, F148 Q OF CITY OF LA PORTE L 8 . . . . . . . . . . . . 604 W. FAIRMONT PKINY. LA PORTS, TEXAS 77571 281-471-5020, FAX: 281-470-5005 6 LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD OWN FROM NORTH D STREET TO NORTH L STREET, & OTHER UTILITIES NORTH H STREET; AND NORTH L STREET APM 4 SENS ROAD PLAN AND PROFILE STA 76+00 TO STA 81+00 Profit APP. Li w TE • 0. 0- -cc d: tY z s, <� a 100-YR FREQ FLOOD PLAN EL= 21.0 cj PROP 5_ DOSANSLT MH (4) - w w a PROP 8"SAN SWR LEAD W/DROP (E) 1 Q d 0 :s Ir ¢ co E I 1 RIM = 21.00 `�i 1 D, l TRANSFER EXIST SAN c t l z SWR SERVICES TO 1 w PROP 360SAN SWR 8 PP 10 2 1.' t i I q 1 E✓ p;c j,;, ROW 15" PECAN �;---•�-�-- i r— 15" PECAN " , 15" T'AL OW " il [.: --R z q zi _'_.. ..-_'__." _.":$: ` .': PROP 36 SAN SWR �\ % `, p, BBTRANSFERISERVICESLTO 20 10 0 20 t. I ------ - �. F G r, g L I T PROP 12 WL n 43 t ` �� 1 EX la\•WL SAN SWR -- PROP 36 SCALE: 1"-20' 4•" Nb t�'_ H h �1_ EX 1 )" ( \� �'Vl- i }} 1 f; Q 1PP 2 IO r. H T ............ . 1 N .. __...,____._.__ _-._....-_-_-.. ...-___ _ -__. ____ j,� s9 �� , 4.. -r q i.' 1 i _ DITCH FI. 1 F;v1P li , 1� P-c -P F. _ ............... ........_.._.._..._._.. __ d �5 s-- -------------- ---- -- --- ---- - r�-------- ... _. _ .-.. _._ -' __ ...._...._. _ _..._ . _-- - 1-REMOVE d SALVAGE -- -_ t' CID � 1 t3t3 _, DEX FH =I ~ TL GAS LINE O " --,—a2r.. _ - _ __ CNT:FzrolrrF ENrR�, LEGEND . ...... . - - _.-_A' i;AS LINE Q ~' Ob � �"�,..i_ �- �_ mr----»�r---M1-n-_'"-'..a'•_�m---•nn--rrr---�r---nr---rr---•zrr u. ' " ' r — - t ..._ .. ---- "+'. - - - �,n._. ,,..------z,r---,_'?nr-'-" .v--- -'.—'_'--ter.-----r.•n`---7rr,-- f*: , OUARD FENCE--' S1 F r- z O I' Z EXIST ASPH PAYMENT X�z c0 1U HEAD ELECTRICAL _.. .-.. _- _ CD FACILITIES AREA. Fri PROP 12" r`ri _ ~ a-� 2 CAUTION EXIST �,•: .... ,v r, ?•:rRE i'1--i !;I:ARG FEN�.E� R. R 12"QUNDERGROUND � � �` WATER MAIN 7 6 N a Www AT R MAIN O FACILITIES IN AREA. GAS Eu.: _._._ __.e<_.. ..,:., ......... _l -Jlu _1 64__ J [—_ H _.J.1C. __.._ _._? _..... __-. - _ _ E .. - ,,\ ... .-... ., .L........_._.Jr c, = i 10 °itt, a jtS '�.� // SIGN- _c-'�.-::r �..a•=_=SIGN,, , :,\. V sy Pi 0 REPLACE EXIST STM PIPE _ - - - D. +. --i'r-- _ _ _ _ I�""�7`- ,,.,: O UiTi:H FL 1 �a A.� _ __•-__. NEEDED. 1 2 -_-...._.......-. ..- -. _..__ o..+ '•.- _-__»-.-__'--_-_ ._... ._ ._._.. __. .. _...-.-.. _...__ 'yam:-1/ 'r--�' _'____._-_ y .. OVERHEAD '" 1� - - -.........-- -RBW .- - --� - - - SEE DETAILS SHEET 42 f'P , _..� PIS. - _ PP �` ; 4t ' 1 -,.�,.:•�_ r REMOVE AND REPLACE --, MH ,C• I —, EXIST fV O I' on..., ....:...,._�:.~.,. - t —i }. —�1 - _'- S 1• A CREPT _ 5 REMOVE EXIST FENCE WITHIN ROW AS ec;; r t., c0ly,; :,R P u.1 tvr,T2rL U R.EC' D TO FACILITATE CONSTRUCTION. A _ (,.. i i l L CILITA r 1 " rr. n,R LINE 1 18.7.3 AYRr E , _ . _ __ . _ / �_ _ _ ... ,_. _ ' t ; 12" WATER UNE i % tT0 BE BANDON�D) (TO BE ABANDONED)-_~--` - - �- , Q CENTER ONE FULL SECTION OF SAN SWR OR SAN FM PIPE (18 MIN) ON WATER LINE. 28' EX DIITGH WUN D PENICE _-"—n- " jjjjjj 7 CENTER ONE FULL , TDP Vl1tTH i ; -� """ PEGAN O LINE PIPE 118L'MIN�CONOSANFSWRTER OR SAN FM. t.r / CUT,PLUG 3 -- t I j ABANDON ;toff :;a ;= :�•,1✓ PrJ ABANDON EX 12"WL NREa, © REMOVE AND DISPOSE OF EXIST TREE. c: AND TRANSFER SERVIL' TO -PROP 12"WL ? " % � (� STA.83+80. 48'RT APPROV D a9 EXIST POWER POLE TO BE RELOCATED OR POP 8"SAN STACK Forklift w he OPODA. PROTECTED IN PLACE. CONTACT OWNING UTILITY. 1-12"XIS" TEE 8= 10.60 (W) 1-6 GVBBOX�. t !° CAUTION EXIST SBC UNDERGROUND '.r 1-12" cvBBox I � I 1-12"x6" TEE hol0istrict DUCT BANK IN AREA 1-PYRE WYDRANT. i F Z STA 82+00. 33.5'RT a zz " I ( l--�FIREVNYDRANj. APR 0 i n STA 85+67. 36 FIT 80' DRAINAGE EStl;1" THE SIGNATURE ovevauD SYMBOLS i r HCFCCI ItNIT NO F21� r - i FOR IYYO(?)YEARS ONLY / o• `> w L I' TLE CEDAR a FINAL PERMMNG w h 1. W LL 1 HcFN: H967406: & VOL 20 i °- =`;.;; �Y7DZTNERS DTT777TT771 PROP FULL PIPE SECTION SENS ROAD fir �� I X X X X1 PROP BORE & JACK �. PROP AUGER 20 -- r i , I - - I t I i ? 20 No. REVISIONS A.+.._ tAPP. ) - - - -NOTICE: DATE I I �.., -•.. t 'i i 1 i i 1 AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR 18 F I I __.._...._L- ..._.._ .___ _ - - - ».,. -�•- EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-456T PRIVATE UTILITY I . 3 1 f .---� p ».. M1 ( , ., ' LINES SHOWN 6 w (TO BE ABANDONED) 1 ? ut._~ __ 1 ._ .....___._ __._.__ .. > i;. �; a : ;z T ,.: T,;:,1 t 1: j - o >( 1 > , _, ._-.� �--_ .._. 1._ _._._...,.,_ O ' ._�`;. 1 I I '� #��.Offfl) DINT N RN R YES /ELECTRIC FACILI ES C 1 _.._ i c ,. V I, '! 4- ��''( - '�iTf �i' i'F'': ft •. ONLY FOR CROSSING UNOEROROUND OUCTLINES. UNLESS ._...- a_._.....-.."'_,.L...,._._-.._..............-__.....__._.._....-___.._...__...Sii'.___.___"�'�____.. ,..._-_.-._..__,-._._ „-. - . ...._ r NOTED. - ' I"_ r, .{._�._....__..-.___ '� - . .,. 1 / i _. 1) VAL 1D AT TIME OF REVIEW ONLY. I_ - - - —. - w=-- _..............._ i - .... .... _ .. _.._-- I - - .___.-_.___-.. _.-_. _..._-__. •_• '1 1 , F. L Ft : ,;', ..� ' t �+ :! i -. I.... .. __,' -..1'- --` •__. - -.��t- - _..`� ._. .__._.�-.�T.._._ ... __ i _..._4L_ _4__. O A GM URE vVED A�.IDvhU SFOCR I III E flGR D ONDU FACILiT1ES ONLY. Dat w 9 LF t2 RSTR►INED;,10 WATER LINE - 14 s - - -, _ _ __ _ . t �- _,-.. __.... ._ _ EX 12' - -- I ,.�. _.._ _ _ -_ _ — _-- ABANDON - - 14 ,. ``•... ; _ -_ - y 1 C/NTERPOIti ENERGY/ GAS FACILITIES 5 ARE NOT SHOWN.) } 1 �'• AS SERVICE LINE to �.. �►__".�'-__k- t .. .l; 1_ ut- j F-' Van.I7eVlfiele _�..►���\� 12 I i t Engin B�} ] 4 -'t PtE OF , -Ni Z G ... , 1 (TO ABANDONE .. eering 12 Z PROP 12" WATER MAIN-,,, I `� I 12 x TEE } ca `� -- I �• �i :; ' t ROP 12" WTR MAIN Incorporated ¢¢ PROP 8 SAN SWR LEAD tE) Z LEAD ` I !n ; ! ! tP i r"::......................... / DAMEL P. SN[EONE I r : , '•�- ` ' •��•...,,.` i ; ''+y j f i i? , i ; ! u..• 2925 Br i orpark. Sul to 275 I ./ ........................'... ' i j'• Texas 77042-3778 5 Houston. �. �.. www. vandew l e l e- l iU ..-� fin � _. .; . _ _... ,,. _ ... _. _ ....... ... .. - -- --• -—_._._. I '- �•, I,10 —'`�' Texas Professional Engineering j A I i 8 + -- Firm Registration No. 48 Z Q - I . Q i I t �� t� OP S (E ) - --1 i.S I A ROP ! ? r }?_ , - ! h„ l g I t _____i SP of � CITY OF LA PR N.D ✓? F PVC PORT 8 R0�6"_5 N SWR_. _.._. •- _._ _ _ �, I _�_._— L 4 36" SA — - s O R _.__............ _,_._. _,__,. __ ... -- ....__,_.,., ._ 22 PLF 13 0.0 5y. j ti l i r (! _ .. 604 W. FAIRMONT PKWY. LA 6 t� 69 I _. j .q2 281-471-5020EFAX: 8-470-5005 t i Texws 6 LARGE DIAMETER SANITARY TRUNK SEWER- SENS OAD OWN, i 4-12"X45°BENDS FROM NORTH D STREET TO NORTH L STREET,& OTHER PROP $ ID SAN MH(4) I ? i y } j RESTRAINED JOINT PIPE ,. ; UTILITIES NORTH H STREET; AND NORTH L STREET z € 36 t��. 82 (N&S) f ow 8„=10.29 EE) i 4 8„ `h i 1 I APni • I j: �.8 t 7 t I i { +_ _.,.-._.....__.__t _.. Scot SENS ROAD PLAN AND PROFILE Di t i , 2 ' ( STA 81+00 TO STA 86+00 > ao N i 1 I n Project Nos �w 81 +00 82+00 G 8 3+00 8 4 +00 8 5 +00 i SHEET, 8 6+00 CAUTION UNDERGROUND PIPELINES IN AREA NOTE: _ STA. 86+98. 45 H( , NOTIFY EACH OWNER BEFORE DIGGING, FIELD CONTRACTOR: { .. PROP 5PCL SAN MN(5) � VERIFY LOCATIONS OF ALL #'IpELINES# COMPL } 1 CONTACT: TEXAS ONE CALL 1-800E245-45TE , i PROP 6 SAN SWR LEAD W/DROP (E) a - AND COORDINATE WITH ALL IpE WNE OWNERS i CONTACT: TEXAS EXCAVATION SAFETY SYSTEM y' RIM = 21.00 ,_ NOFIFICATION CENTER 1-800-344-8377 (SEE DETAIL SHEET 41A) �� r` -- STA•90Y`15 H5`�► 100-YR FREO FLOOD PLAN EL= 21.0 j I ; ti'NoP S SD SAN MN G7 _SAN } :> I PROP 12" SAN SWR - _ -- - -'.- PnOP B" seto swht t PROP 2X24 PARTIAL _. T_ RIM el.OU kr' 1 SIPHON SAN SWR ; ! ABANDON EXIST 12" WL !,_ 1 :� ti' :jr:.l Ek iry;lnr`• F6tlL'F i }n, ...__..._.._.. __.. __„'t-- t -. . . ° `- `` ' r TOTPROPFI2"SMEILRVI w� s 1 'P CAN TRANSFER EXI SAN _ SWR SERVICES TO PROP "SAN WR ` PROP 36" SAN SWR (� -i�.-.�.-. �® 0 ----- --- ------ :''sFads tih C0 .; x s,. 1!J _ STA. 88+46. 45' LT ki �� ; `, " ;' i 4 'F I AND TUNNEL PROP SPCL SAN MH(6 ) . ., K a:., e„S t PROP AN SWR LEAD (E I PROP 3 SWR S ,. i AN ,. -k- SWR W R IM 21.00 - (TO BE ABANDONED) o T{� ABftNDONEI)�) '"`' -' (SEE DETAIL SHEET 41 A) (TO BE ABANDONED) _ , 1 k„„ ...._.. .., '..-..., _._._.... .... ...... .. ... .. ._ _.. _,_._ _- __.- _._.._-•-_,, ._.< ,�• _ ... - .as.. -. ST_,1:_:.r:, t.4-....-... . ..w.•ewu..c .. J� I „ 0 p ... - i r .. - _ r W w va \ SCALE 1 -2p' I� . (T 0 BE ABA DONED) :rl; c al, .; j p (TO BE ABANDONED) .: W .e ��^`. w4• 2s h(, Q ..... a r i i J (TO BE REMAIN) 7, 0F _. sx .... CUT LU P EX 12 WL -- - r r ,. 5 t w hvi ," C9 t I 89+00 Lei r _ LEGENY a, �y .. {; .. 4 h .,. O ,... ..,,, _7v^, `:` _,. -� '-r.^•r vr,- ,7a -.:�' _ _ ..._ .:r.__. i > !1 f co �- - �4. '1 i a . ---. __ �_...._ ____t-�- .... ,__-- ._ h.__,._•.3___. -._._ �....__ .,_ °' EXIST ASPH PAYMENT -- -- O-....---.-_ ____..__..._. _-. _ cc .. Fa I ri'EPP;Vt'r; rt, f ..1. �ilt �, S 1 ' _..... _ ` V PROP 12" 6 1 10 rn -�- p'� FACILITIES IN AREA t i-- _„ WATER MAIN j 2 ,. '•i-' ' i""•*s��, (TO BE ABANDONED) 2Q ROUND GAS si 10 7,, - ,� �,: ,.1 u 6 _._ !_._- Jti...__.,J-.,._._..._,;;___ <....._MIJ._ �_ �_ FACILITIES IN ARDARG k''.. M f ,, t,F L Lir e �..� J .---- -i--_.. 7 f ?, ._ - _;. """- (- - ' REPLACE EXIST STM PIPE ,,,,w Mn iE c 1T. i Fr .hr .-i. - 1 -. .. - - - .... E A 1 ED RE MOVE OVE �.: ..._ .. �:-- 1 :fi'+� i ! 1 � --..., - - - __. __ W A NEEDED. ' .. .. ._.t , �•.J' Y- xx PROP //� �" .�..,>._•x. _. _ _. _ i!iTvi-1� i'.. ........ �. -.. .. _ _._., _ _ .- .-_,.._ _.__ ..... .__ .. ..-. _ _ ._,ev ._ .::.:.:..• .. ...... v __ _. ...-• '. ....._ . .. ..... .. �9.T.ER MAIN.. .. .. I ...-'-.-_. •r" _"_.._-__" _.,-r_.___.vr.._..-,,..._.._._ ___...-•_•_'___.. _-_. _ :.. „ _ ---_____. _•:� .-_ _ _ c»I _ 'Le„m_�:_,. , rzi) 4 REMOVE AND REPLACE EXIST PVMT _ _ _ _ vqr;- 'r;� ,.`' 7 ._.•. ,_..._.i...:�...-4--T�,4 ^rt 1 r�;. !n'9t - - . _.. - - :cs, '__ ..-_..._ - ",a ._-__. =--_.___..-.. _.._ _...._____ _ _-_..__. _ ! SEE DETAILS SHEET 42. 7 w1 10 0W FENCE WITHIN ROW AS REMOVE EXISTry • a I;• """"'V REQ'D TO FACILITATE CONSTRUCTION. '.' .,.-.. .r .,,� l.I Z ! _ ON OF SAN SWR i <, OR SAN FM PIPE (18 MIN) ON i ! i I STA. 86+46, 48 RT i)+L �lP,ry .. __- . TER LINE. 6 CENTER ONE FULL SECTION STA. $5+98. 48 RT - - WA i ,-! ;, , :.t 1, r. _�. , 8 ' A C y �7 CENTER ONE FULL_ SECTION OF WATER PROP-8 SAN STACK r 1% { i I ; "0 _.. P P SNSTAK }; ; i; , e= 11.15 (W) LINE PIPE (18'MIN) ON SAN SWR OR SAN FM. 8" = 11.76 (W) %! :: _:;;i;FT; „'r;, l.; ; i ( ABANDON EXIST 2" WL ;' & TRANSFER SERVICES 1-12 "xs" WYE TO PROP 1211 WIL ® REMOVE AND DISPOSE OF EXIST TREE . ' - - - 1-6,/ GV&BOX - CAUTION UNDERGROUND PIPELINES IN AREA �9 EXIST POWER POLE TO BE RELOCATED OR NOTIFY EACH OWNER BEFORE DIGGING# FIELD 1-FIRE HYDRANT $•�ptfj� H8'q� STA 88+83, 34 RT •Fqo PROTECTED IN PLACE. CONTACT OWNING UTILITY. �. VERIFY LOCATIONS OF ALL PIPELINES. COMPL P. 8 SAN sIAcY� FADP « © CAUTION EXIST SBC UNDERGROUND AND COORDINATE WITH ALL PIPELINE OWNERS to WL, ' D5 DUCT BANK IN AREA. r.IJ SYMBOLS �TTTITl� PROP FULL PIPE SECTION LX X X 3z 71 PROP BORE & JACK SENS ROADI - [I I I I I IT-] PROP AUGER _ _.. 20 - � n • i 20 No. DATE REVISIONS , .. ,._ _. NOTI _ ._... ._ _.. .. ;. _" y 1W 1 r�,..._._ AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR 18 >� ,? � • �„� EASEMENTS CALL THE LONE STAR NOTIFICATION 713E223-4567 s , • -. w > i y ; W CUT°&"PLU{ ,00 111 18- PRIVATE UTILITY LINES SHOWN a: > EX12WLi [- : i ., ;, CJ `-_ ---_.. - - _ . Dare 1 __...__ - _._._.. -- _.. .. • -.. .. i .,.. ...... ..1 _ ._..._._ _-_ L._. _.._.. . ,-....___._; 1 °''� I 1 _ _ x-' "`-'- l- CE PR YERIC FACILITES D IONLY FOR CRO55 NONT TUNDEROROUNO DUCTL(NES. UNLESS .. _ ...._ .. _. ... _ .._ _ .... - - - WISE D.) VALID AT REVIEW ONLY. • _ 8 3 ._ ;, . r � NOTED.) OF ' _ .. _. _...._-. �-_...__...__ .._._ ..._ - . _._.-....._.... � . __ __ --.:.... ! ,•f.�. -; - -.... .. 6 , - .. -.... � E ...., ..... � � .. � ':x.i 1 - OTHER TIME 80 LF t2'iRfiSTRA)?NED JOI MATER LINEIS TO 8 E ABANDONED PROP 12" _ . ....___.... GR (DUII FACILITIE5 ONLY. Da ... t , ; : } --z- _ I ADTURE VALID FOR ONE ROP 42 WATER MAIN. 14 + -- _. - - - - '- - - - TB $E RE gw • -ABA ., ) -- .._.._.-.____. y- u_.. _. v _ + 1 BE .. ABA D _ _ 4 - _._ _ ® - - - - ED �. � - Z i .� Varii3eWiele - REMOV ) ' 12 (TO BE ABANDONED) }FI zk L. - -.-12 JF.gineerin i l.i PROP 8" SAN SWR LEAD (E) ': s' i J I - �t�.CCDi• o rated (/��* z " PROP 8 "SAN SWR LED (E) h' DANEL P. SWONE ° TOP OF EXITING DOW -- - Z 2925 Br i arpark. suite 275 �'••..••••••••••••••••.•• _. 10.75' CASING EL=9.85 �? Houston. Texas 77042-3778 8 0 PROP WEIR WALL PROP 8"SAN DROP (E) - �' 713/782-0042 _..- _ .__.__ �_ __.-.. _-------____.. _ ww. vandew i e I e-et _BOTTOM ING FUTURE DOW ( -«'°.""' - K _ w S ,•• A = .6 „ Professional Engineering rr�f V :+'= `' FirmRegistrationNo. F148 _ r,' PVC PROP WEIR WALL ... ( U /ls O PROP 36 SAN SWR .. ( 12" CLR ,/ PROP 36p5AN _. OF .. A CITY OF LA ` P O RTE �t 1W F- L .... S _ 98 LF 0.045y PRD z' &'z?24' sAN,.SWR,(SANI 12 CLR r 254 !F 0 0.045 I �A N TOP 'W ;PIPE EL=7.6 i U M I __-_ .._ ; SAS R - 14R L, '0. > As LA PORTE,IREOAS i WQNT 7571 6 ��•92 STA.86+98 t --=' , - - ; =7.2 - 281-471-5020; FAX: 281-470-5005 . PROP 2X24" PARTIAL SI HON •.-. _._-_ STA.88+46 .+ /• _ } - PROP SPCL SAN MH (6) ` LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD DWr q 8 -11.35 (E) /, 1 ; s�,g0+7 FROM NORTH D STREET TO NORTH L STREET &OTHER a _ 8 f =i3 ° 96 (E) 3(a '3L : 7. )9 ( N f s) UTILITIES NORTH H STREET; AND NORTH L STREET I 36 .96 t S) _ " _ acD ov 4 12" �;.22 (N) 36"�=7.09 (N) G N ^ (TO BE ABANDONED) ; _ / ,aw 12"t-7.09 (S) 8°T 7.19�p i 2X24 --5.69 (S) 5 MH SUMP INV = 4.50 ; 4 PLAN AND PROFILE - MH INV = 5:.69 WEIR WALL = _o 7.8(h WFIR WAI1 `= 7.Rn . I APP. w f-TIE—IN EX 8' SAN SWR TO Z PROP SAN MH(282R) W/80DROP > M W, al 0 z 7� 0 a.' Q. ;7 5 iln C�6 < !,� 0 w Z. 92+46o 4VLT LU Ll 7 0 0 Y, CL M U 5AWMH CL STA q I +i \r. 4411 T RIM=21.0 PROP 5'ID " MH(7) TRANSFER EXIST SAN PROP 8"SO SW8 LEAD W/DROP (E) co STA 93+50, 34'LT SWR SERVICES TO '0 20' 12' RIM 2U X STA 92+47, WLT EX CLEAN OUT U) PROP 30ffSAN SWR NORTH H STREET EX SAN N1 RIM=1 7.66 RIM=17.66 10"FL=(NFV) 1O-FL=1 (TO BE 18' j 0 PROP 36" ABANDONED)CO SAN SWR 4 P AN 10"FL=l : 4' S, (S) PECAN 0 �j (TO BE ABANDONED) -c-v.A-C4 S"FL=11.53 (W) P NPjq36 R 01o�dECb E RD S WR 4 12 U. i= 74-F G" I 4�7, �PROP 34 LF 'SO SW t*-' (TO BE hEMOV06) 1 2 10 4- A� .1V ---------- ........ t4 ull 7v,� I,' A p ----------- ....... z [-O_� ------------------- - --------------- j G-BEr ANDONED1 FL zz DITCH 2 9 (]2 �< I I - CENTERPOINT ENERGY ,REGRADE ITCH TO DRAIN 1 2" HP STL GAS L114E CZl4TER-D1r,' tNEr--�­ 4 ','.P 1. 1. 1—._ A —A NOTE: 100—YR FREQ FLOOD PLAN EL= 21.0 20 10 0 20 nn5MwwE=MwwwwwMMw1 SCALE: V-20' ­_!. ....... 0 LEGEND 6CABANDONED) a. + 00 o ? 4r-- 92+DO 3 0 EXIST ASPH PAYMENT(D CAUTION EXIST OVERHEAD ELECTRICAL IM . 11 ...... .. --- ------ Z )o 95 0 1 96 to FACILITIES IN AREA. C\j CL SENS ROAD LLI cp CENTERPOINT CENTERPOINT ENIERG� X ENERW 2-4." 4(;" pvc PLA OAS wir RF 5-9 IUN CAS UNP CAUTION EXIST UNDERGROUND GAS ........... ...... PROP 8 WL FACILITIES IN AREA. 'T, z SEE SHEET OVERFIF ELECTRIC—_ VATER LINE �,�AD ELEC RKcA REMOVE AND REPLACE EXIST STM PIPE LAN . ...... ....... ... ---------- ------- -- --- DiTM-FC --------- ... . ......... .... . t-N w AS NEEDED. firz ... ...... ...... .... - ----- - ----------- z E K �10 ...... PP REMOVE AND REPLACE EXIST PVMT _j ... - SEE DETAILS SHEET 42. IOZ. . .. .... w SEC 12-4, "C" PVC GOLI-4PO F 12-4" "C" PVC 6 1 10 REQ1D TO FACILITATE CONSTRUCTION. GRASS PROP 12'v WATER REMOVE EXIST FENCE WITHIN ROW AS MAIN • 2233 SENS RD BOLLAR4 _17 i 2225 SENS RD GRASS ABANDON EXIST 4* WL 7 2.5'j CENTER ONE FULL SECTION OF SAN SWR OR SAN FM PIPE (18'MIN) ON WATER LINE. & TRANSFER HYDRANT, 1—FIRE CENTER ONE FULL SECTION OF WATER STA 11 1 TO PROP 12 WL (49 2 1 ITIP SERVICES It 41 BOL D BOLLARD 92+85, 33.5'RT 1-12"X6" TEE STA. 91\0 48 6' CRUN LINK FENCE f LINE PIPE (18'MIN) ON SAN SWR OR SAN FM. PROP 8 "SAN STACK 1-6'v GVABOX 6" OAK REMOVE AND DISPOSE OF EXIST TREE. z"" . `01,; Ai �D I Al WE N C N lij Aj�'J) 00 EXIST POWER POLE TO BE RELOCATED OR 1- 2 ff x8l TEE PROTECTED IN PLACE. CONTACT OWNING UTILITY. 1— 2 `X6 "TEE HEDGE X r 90+7d 1 2 GV & BOX CAUTION EXIST SBC UNDERGROUND 1 ;,qV & BOX C4, 1-40 CUT,PLUG & I r/ DUCT BANK IN AREA. ABANDON ABANDON EXIST 21' WIL V! & TRANSFER SERVICES ITO PROP 12" WL SYMBOLS rZ U,� 41 Uj PROP FULL PIPE SECTION > a' :§ I X X X X X a'. PROP BORE & JACK L cr W [SENS ROAD PROP AUGER < 7- U_ Q. G1 51 ------------ .... . .... . . .. ....... ........... -- -------- 20 . ..... ----- - - ------------- 20 'Wo- DATE REVISIONS APP - r AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR ...... EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 18 ..... ..... . .... ... .... - - - - - - - - - - 7 1; PRIVATE UTILITY LINES SHOWN L J_ C T RPO T ENERGY/ELECTRIC FACILITES V it MIS I V W ONLY. 16 LU di MLFOR CROSSINO UNDERCROUND DUCTLINES. UNLESS 0 ....... % 10 L 40 Q 0 -ADAM ON D) .... .. r. 0 NE IT FA=TIES ONLY. 0 t7IATURI� VALID FOR ONE YEAR- _`C "A�l --- 2KUYLU PUN bUL;UNULRF0_UUNU T T cJ-j + (1-'a 3E •-ABANDON ..... .. . E 4 1 4 j 14 Date.......... .. ...... tD I ENERGY/GAS FACILITIES T-G-BE R-_M'YED)---,.-_.+-..*­' WERPOIN c SERVICE LINES ARE NOT SHOWN.) o < _41 1 9 Van-DeWiele ___4 Engineeringsll SBC. 7,' PVCOF 12 12 ...... (TO.-BE,,AB _7 ......... _5 �STA 9 ....... Incorporated P UJ m * *�, Ciif" BE'-AW . ...... - + I RDONM)— PROP�12" WATER �AIN i ------- Ld ....... ................ DANIEL P. SK z '12'0.16111495 te275 �:STA 91 ..... ........... ...... +80 ill".,; . z 2925 BriarporK. Sul .......... ....... Houston, Texas77042-3778 581 ------ _LTO! BE._A8ANQQ1fflQ_! 713/782-0042 .­EROP 8"SAN iSWR DROP(*) ww.vandewlele-eng,coni 10 L_ 6,7 SWR LEA ...... .. ..... .. ......... 11 -11. ­.,­ PROP ;P_ §Ark,1rS 10 Ktjp - Texas Professional Engineerin (E) Firm Registration No. F148 T ...... 1 WILT i SA L CITY OF LA PORTE c IM PROP 36'�' SAN SWR (N) I N (TO BE ABANDO ED) SAN SWR 8 5% 1 354 tF @ 0. 05a, I* 16 LF D-045% (S) i --------- ... ... _.ZPROP 30" 8 wI ------- — - ----- A NDONE 604 W. FAIRMONT PKWY. LA PORTS, TEXAS 77571 t=T. 281-471-5020; FAX: 281-470-5005 6 6 LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD DwN: L6 + FROM NORTH D STREET TO NORTH L STREET,& OTHER PROP RD S N (282R) ROP 5 ID SAN MH(T)' ro 3 �=7. 211 (N&S) 3011 =1.27(N) UTILITIES NORTH H STREET; AND NORTH L STREET i IV (n su =10.65 (E) 36ff =71.27 (S) 0z t� . I w =7.21i (E) 814=ot-53 (W) 0 t=7.2 8 APn: 0 4 0 =7.27 (W) N 00 . . . . . . - - . . . . . . . ._L.,- . . . . . . . . . . . . 4 SENS ROAD SENS ROAD E------ - PLAWAND PROFILE C'4 STA 91 +00 TO STA 96+00 v Project No.: 2 2 I., Cc, > a 91+00 SHEET* �Nmwwwawl 92+00 93+00 94+00 95+00 96+00 fry F1 ro f5 (b(G 5�( s: �C w 1' E 4; et . ti £j. I is 4' f: t F f r } N 7 P U � k > CO yo ( y� p_•i AMC] c STA 101+639 45' LT a r NOTE RIM = 21.0 0 f u n L `cL EXIST SWIMMING POOL 100-YR FREO FLOOD PLAN EL= 21.0 v j (TO BE ABANDONED) i " _._-�l-- v ° i SST NEW Mti'J I >� i # TO"`8E`AQA)f OI�ED) I TRANSFER EXIST SAN. co { I 101SWR i ( 9' ' q CID o ' i 1 co PROP S30"SANSSWR 19 wM TO Wh.._... 4 S ,�� 4 1 ca via" R W .. i 'C LI ... F.: j ! 2002 SENS RD I ' 'LIr I PROP 30"SAN SWR SAN SWR ;20 [ _... _`-t-._.__,._.,a__-__._-'__._.a_..__.__.._n_d.-••.._.e.__._..a_._..___a�_._.._al?)._.._._.,_n__ O,L _ X 1 d : SWR S'YR q. _.. _....... _ c; ss F _ _ �_ �_ _ 10SCALE 1"-20' - _ x 8 "SAN _•f 'r,• ;,.. .._._CT.O_.8E...ABANQONED) ... ._�___.___ . v ..�._---_. _ } ::- __._._-- - DANDBNE ------------------------ I ._---•----_---------__»__ --- _ - - --- __ 1... \ ; f i + i CENTERPOINT ENERGY -I° hfN a. .w5 i_IN:, � T�, r• .. ._ . .. ..... __._. _.._.... _.__. ., .. ..[� __._...:..__t::..-.._.,.._.___.�__._.____._,.._. �t,••c.. :: '`__--�.: _._ � _.-, _... - .. ._. i _ _. - _ �;;>x"_••';vr-.:'�Z-.`%•�"-�-rrr_:::-'�., err.--'--ari-.._._T.._.--rn_.,__�nr__.yF__.....1.,^-----• -rm- �nr^ n?--- �'n--;�r--^�✓--rl' . , - .. _.r........... LEGEND • 3 r r EXIST ASPH PAYMENT Q 10 +00 103+00 � > - �04O_ _ 105+00 �m^� �10 ° ------ 1O CAUTION EXIST OVERHEAD ELECTRICAL i tt N FACILITIES IN AREA. .__..� ....:.+ ....ta_-.__..:'i-_..._.....:,la.._.....,yr:._......-.. _.,•.1-<L--._'.-,.—•-tu—L._V._L'r•..-:"L.�._..�n_�'-1-p-L.---__......__.11fL..._,..,,_."..'_I.f_/L_._._•..__.-_u_'.'G._,�...:YL____G'!L�'_S_,__ftl—l...._.___ ._"_____.__..._.[(.(_L.-.".`-_-_.__ad..... _.. ...,_..._..c.__.._...,,_,...._,.. I_.._..-...:a4 ..-.... .._..... UNDERGROUND GAS_._h u Y—VyryZ FACILITIES IN AREA. REPLACE EXIST STM PIPE : _ \\ ^ .�.-7`" ^.h-_•__._A._..._,._.A...._._._A_-____A..___.l'�_.� �.�.A___.>�—__..;b�'f_t^_T: .__. ... _........ ._ _, L .... .. .._, - :._.__ !�_.A._-.._�\._..___•1 .....__..._. r ,,. Cl-•'- I- w ._............. _..__....._ __._ __._._ _ _ ___ _ ., _....._.,a ._._... _ �+��•�_ ----;.: � -' —;ca_ � _ �,__�.•_, n _.rar .r. _a_ i`___' ASMNEEDED . • .......... _ t __. Z � __._:.,_. , -_ _:. - -*-'I- _ _ _ w _; _ _� v M1 ry : ` 4 V 4 REMOVE AND REPLACE EXIST PVMT t _ )-Izifc"ree a SEE DETAILS SHEET 42. • J '' sac, .: PVC ' qp,,p ',•T�� .r..... _.... ,.. .._.. _.. ., ...__...- REMOVE EXIST FENCE WITHIN ROW AS - REQ'D TO FACILITATE CONSTRUCTION. - •> - c:. a,. ROW 2.5 SENS RD f' © CENTER ONE FULL SECTION OF SAN SWR r OR SAN FM PIPE (181MIN) ON WATER LINE. x� - I CENTER ONE FULL SECTION OF WATER 29 STM SWR(NFV) — . god LINE PIPE (18' M I N) ON SAN SWR OR SAN FM. i 1-FIRE HYDRANT, ABANDON EX 6"WL 8 TRANSFER SERVICE TO ® REMOVE AND DISPOSE OF EXIST TREE. ( ( STA 103+20, 33.51RT PROP 12"WL p , 1-12 "x6" GVdBOX TEE 1-6 9Q EXIST POWER POLE TO BE RELOCATED OR CONCRETE PARKING LOT, i , CONCRETE PARKING LOT PROTECTED IN PLACE. CONTACT OWNING UTILITY. i ky� CAUTION EXIST SBC UNDERGROUND °tee DUCT BANK IN AREA. I � � Iq SYMBOLS (' ZZ PROP FULL PIPE SECTION C_ a w , ra In t r; w Z J 0 L�� y a . y � PROP BORE 8. JACK SENS ROAD ;; PROP AUGER : 1 - S r i ter• i 1 { (. _. 20 - 1 I i i f 7 I 20 { t i I _ i No. DATE REVISIONS APP. 1 , i I I i _ _.. - o i ` 1' S EAT LEAST AoEMENfE4C LOUTS BEFORE EXCAVATING IN STREET R.O.W. OR i `• ••((3 -. _ �. t 18 - ,•- ,r.__._.._-.-?•- , i -{,_ - � ~j •. S A HE LONE STAR NOTIFICATION 713 223 4567 i 1 ___ �i_•_,._r""}%..__._...__...;_..._._._,•._.__._.�..._.__-___a PRIVATE UTILITY LINES SHOWN t y I W -. a •,-> ,,...,..'4 1 1 / ! t .. —'----F—'--_.-.—.,-r.,_.._— � y�...h f I ' %P i < • 1 , I .. ;r , r.. r__ I � ' f • t___F._I -_ _-...._.._ �_ Fir, Dotal �� 7� _ _ I y f r-� ! I i r �- C RPO NT ENERGY/ELECTRIC FACILITES .., 'y: r ; ! r..___---=-•:•---.{- _.._tT_.' „ICY ERWISEPROVED ONLYNOTE FOR CROSVALID AT IkEUNDOF W ONLY. UNLESS _. 1 6 --'-'—" , -. _�_.. - ..., MI NOTED.) VALID A REVIEW WAY. - I ... ., ,..„_�__.- _.__....,._..._. , ..... .___.__. _ s 1 '.. •-='- _. � 1 �" � iHEfl SE NOT T TIAE OF fl I 16 1 p f.. . ..__. ....,�.,. .. ry .tNc v I ate _".._-_> __..._._.__..___.__ .._.....-_ _ NDU FACILITIESLdrONLY. --- NATURE VA 0 1 ( I _ G I ;CFI ('' i i i _` ----- =__ U R D d ROVED FOR SB GRO 0 fxi VALID F O i PROP 12 WATER MAIN _ ..N r�{> (^� t ( i 1 t 12 x6 TEE 1 ( 1 ♦ /r ors 14 :,-' I i -rn ,+ i , 14 , 6 FH-LEAD I 77 ...__.__._... __.._.__....___.__ ..._.__.....,.. ..-.•. - .....,;� _-.....__,._._....._._ _ ..._._..._._,.._. _. ..... .. ......_ ......... ...... ....... ...... ._ ....... . - ....._ _._.., , ..._ .._. _..,. ___._..-__._...._._.._.._._._.,_.�-._.__..__-.__.,__...•_...._..._......___._...._ ; Data: - CP�TERPOINT ENERGY/GAS FACILITIES ' I i I + -- ... I { o i ._�., fdAS SERVICE LINES ARE NOT SNOMN.7 - __ �.-...._..__ �,.-..._ ._-_._.._ _...._... _._._ ...._._ _ ....._ . _..__.. _.. .. .. _ , _. _.. .......... ... ......__. _._... __...... _. _.._..___....... -__... ... - __._._.__-a—_____..__-_.-._}-. _.. 1 , 4_ i • , f i _ 12) 4,. ,a0. °VO } I E OF :•1 12 : 1— .`----"` ' _. _.'--...... _....__. _......._. _....._ } —f---•'._----'-__"_ ( i 1 ? _ .._ _ _._I"__--_____._._ } ._.___ __y_..._:...______.,._ 5 gS'fI' a e i ing 12 i_•__._.. _.__.._.-. . _.. _ i ( i , to Incorporated �1 / DANIEL P. SWONE / LLI i { i 2925 Br i arpork. Suite 275 ................................. � I I ! i i Z Houston. Texas 77042-3778 I a. 581 °"° �.. — �•r•--�---- ww. van ew i e I e-eng. c 1 i ? I 713/78 2 0042 , 1 0 — am I r r t - Texas Profess i ona 1 Engines near ring r_•l,t1bT. 8" ;i��. .._ ._.. _.. ,. .. •�i. 9 9 I Firm Registration No. F148 1 , a .... (_TO' BE ABANDONED) i� - I -i- - _ PROP 30" SAN SWR I I I s PROP 30; SAN SWR _-. ,_._____._._.._�___._________ __..- t V F .L CITY 4F LA P RTE 63 LF; @ 0.055% ! f 437 LF @ 0.055x .�i _ I - -. _r __ ..-..__.___-i-_ �,__._._ _._.._.___ p o i t� 1 , 1 i $ 1 1 V•a 7.74ITI 4.01 604 W. FAIRM PKWY. 1 ONT I.. + ` � ` -. =' '. � � I � t � ''^• f LA PORTE, TEXAS 77571 !� i i F (TO BE ABANDONED)' ( i j 281-471-5020;FAX 281-470-5005 6 ___ .____ I ! 6 LARGE DIAMETER SANITARY TRUNK - _ ...._._ __..._.-'-•---- -- w__.-.__�_._ _ i _,____ _.__._._. SEWER SENS ROAD OWN: PROP 5 I SAN MH(9,) I j- "'_•_ M NORTH D STREET TO NORTH L STREET,& OTHER i I j -- FROM i j UTILITIES NORTH H STREET; AND NORTH L STREETS° IL i y N Z a i I I i I i m w 1 i APP'Dt i F , I , i O N 1 t . 1 j : :t i O 1 i ( 2 i 71 " 4 i 4 � i i 7. .__................ PLAN -� ..�__ ENS ROAD AND PROFILE STA 101+00 TO STA 106+00 00 i 2 { I i ; i ; I 2 Project No.: 0 1 ) ( i I b p o 7 •..o ss% 101 +00 102+00 103+00 104+00 105+00 106+00 20O 2 ", � h f n ­r r- - I U 6 STA-107+10. 31' LT EX SAN M H R I M­ 18 t U) evi STA IOT+15o 'S (TO BE ABANDONED) RIM = 19.75 -915! 4 'SFNS RD It I� PROP 30"SAN SWR SAN. 8" SAN. (TO7 -BE'-AB-ANDOW-D') ---------------- (TO RE-1sk 0 I L EXIST ASPH PAVMENT )0 0 < ---- - ---- 24 7M SWR(NFV) 24"STM LU z CONORTE I RIVEWAY 3: i -r I nr AnIs 70 6�. 33.5'RT 1-12 x6 T--TE 1-6"­,GV&BOX 107+00 I 0 0 E -T 9 TRANSFER EXIST SAN SWR SERVICES TO PROP 30'vSAN SWR ROW t 1906 %NS RD �PROP �30" SAN �SWR ... . ....... .. --- ----- V �.X e SAN ... .... .... e.ENTCRPOINT ENERGY 4" HP Si .... . ... ..... ...... ---rL- 17-03 SBC 12--4 C PVC PROP 12" WATER h ROW Ij IR15 HNS Rv 25 fS A 3t ..... ..... . 20 .. ......... 4— 4 18 �w ....... ... 16 tip! + 0 12 . .... ... ...... !ST.A 1706+LO/ 12vxg I TEE LU :6" FH LEAD z 10 PROP* 30* SAN SWR 15 LF 0.055% ZIA. (TO BE ABANDONED) 8 01 6 ......... .. ... ..... a co PROP 5"ID qAN MH(10) 301=8.07 (jN&S) IL ow ow 4 Ln . ..... CD O 2 OC40 '-0 > 6 N B 9 106+00 -1 107+0 ailSENS ROA D EXpT, SAN., T I Q �: 73 0 109+00 0 + C:) V) ........ -- -------- -------- Uj z F: M 100-YR FREQ FLOOD PLAN EL= 21.0 20 10 0 20 SCALE: V-20' LEGEND_ (D CAUTION EXIST OVERHEAD ELECTRICAL FACILITIES IN AREA. CAUTION EXIST UNDERGROUND GAS FACILITIES IN AREA. REMOVE AND REPLACE EXIST STM PIPE AS NEEDED. REMOVE AND REPLACE EXIST PVMT SEE DETAILS SHEET 42. REMOVE EXIST FENCE WITHIN ROW AS REQ'D TO FACILITATE CONSTRUCTION. CENTER ONE FULL SECTION OF SAN SWR OR SAN FM PIPE (181MIN) ON WATER LINE. CENTER ONE FULL SECTION OF WATER LINE PIPE (18'MIN) ON SAN SWR OR SAN FM. REMOVE AND DISPOSE OF EXIST TREE. EXIST POWER POLE TO BE RELOCATED OR PROTECTED IN PLACE. CONTACT OWNING UTILITY. CAUTION EXIST SBC UNDERGROUND DUCT BANK IN AREA. SYMBOLS rZZZZZZZ?7-,71 PROP FULL PIPE SECTION I X X X=Z! PROP BORE & JACK I I I I I I 1 11-1 PROP AUGER 20 R.. ................ . ............ . No. AF r i DATE REVISIONS AT LEAST OT 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR w i EASEMENTS CALL THE LONE STAR NIFICATION 713-223-4567 18 ---------- W PRIVATE UTILITY LINES SHOWN > 0 16 0 14 -Cr --- ....... ------ - SH 7o nOv NTENNROYAOASOTACIOWN IES g SEC 1-2-4- "C" Van-DeWiele OF r" Xx ... ........ .. .. � . .......... ----- - 12 Eng1neering Incorporated . ...... ..... 2925 Briarpark. Suite 275 ? ....... ........ .... ..... w 1. Houston, Texas 7704 5 w 2-3778 z 713/782-0042 1 o www-vandewiele-eng. com tF .. ............... ­'. I—, i I i I . ......... Texas Professional Engineering PROP 30 SAN SifRr/- 285 LF: a 0.055% Firm Registration No. F148 .. ........ L CITY OF LA PORTE - - - - - - - - - - - . . ....... . . . .... .. -ABANDONED) . . ..... 8 604 W. FARMONT PKWY. LA PORTE, TEXAS 77571 281-471-5020; FAX: 281-470-5005 6 . ....... .. . ...... . .. LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD ow ... .. ....... FROM NORTH D STREET TO NORTH L STREET, & OTHER UTILITIES NORTH H STREET; AND NORTH L STREET acro APPIP 4 ------ scam, ----- -- ....... 1 SENS ROAD j PLAN AND PROFILE STA 106+00 TO STA 110+00 Project No.: 108+00 109+00 1+00 2+00 SWD: 101 11 21 OF 51 4, JIM I IJFJ/• 1f "4 LI NOTE NORTH L STREET PROP 4 ID SAN MH(271R) F I ELDCREST DR. (SEE SHEET 33 l RIM=2o.o TIE IN EX 8"SAN SWR �;�� •- 100-YR FREQ FLOOD PLAN EL= 21.0 y r n I c' TO PROP SAN MH ( 71R) STA 110-1-53.89, 45' LT ;= u o u °a s co v °J ° ar° k: PROP 6 ID SAN MH(278AR) " ^ r• mm — a RIM=21 .0 ' I STA 312-(65, t" 1 80' 'ROW- 44' LT I � - CUT, $� PtjUG EX 8 SAN SWR ( � T CO •O j ro i 0 I f.N 24' 2 rm r I n 3.39 I r , 1 5 j! - �! i '+ ! -- r tl ca TRANSFER EXIST SAN r, ff r .,, 1 2 i I I SWR SERVICES TO PROP R 2 - I 30 AND 10 SA 1 " .v 6 T L OOP 1 SANS " `. t i s ? ....... _ - (_T.0 [iE.. REMOVED ?_...._ I5 i p N t !W�R�TR U. :, {;. PROP 30" SAN SWR 't PROP 10" SAN ' ;;i r _. W. 1 " 34 LF .� '� ; . --, __ , .1�_. WR Yt _--=-� - I 6 ROW 1a 4 st Ns Ro / 20 10 0 20 ry S 34 LF SA SiMR- �, _.. ............. ......_... _.__."_ ..__._ .___.. _ --- 3F-• •� �--_ "-'--` �=.-_ , _ ��. _ - -'—'_ SCALE 1"-20' +s ::::.:....... _-_-� + _ _ `. .:,.. ... CTU^BE'f2EMOVEDI._ ._..__..__ -, -- ...... _ _�- ,, (T0 BE ABANDONED) a ab CPS ---- C^ENTERPOINr , r k.i { __ €,Y --- P ,. -r --_ SENS ROAD STA 113i62.39= \ : _.._ _ __ �• I C 1 +0 Ov l z'` _ ._.._ .__ -' __n__ }� _ ._. _:..,. ,-..:»__.-__..----•-_....-�-- IRT ENERGY .1^ VIP � ''!: r,.,_,c,.i:q , , _ -- •--tF' _._ '.""--i-`_-•.c=. --- _ -• _ - .. SdA-- �:,._._.....r'-"^.„_-._•_.-•,,---... .,.,, .._.r•'...,,,:r. ,,,_ _,C..._.---._____- __.. _.—._.....__ �"`w-^-r,•n•--'--'cHi^ „n v.r: � l tm - t. GAS �k n r ,.r . o-' (SEE SHEET 33) 3 ` Ex 8" SAN 3. °`:: E-•• i � - �/ o N (SEE SH ET 33) 2 C » l 0 X EXIST ASPH PAVEMENT LEGEND - aIL ;m IX o a m- > p 11+00 _ o It V) I to 1� CAUTION EXIST OVERHEAD ELECTRICAL S IN AREA. _ _- �.. _ t; ' .._ _ _... - .....•.. ._._.... r:..__.:i_._.1.. � -—.1)il'...•sr--�.�R��...—mc-_:_--�C.-.�"-aT_,-_�.u.----.ulr- - _.. :-•---''-•--_. — �WO-,4•--- � - - - •- r ' - a �, 'v i �ter^ v-- -v - - •v -•.' ? - - \ .. _ T r v -- v - • 1P: Q o !� 1 -- ---- - -I - - - �2 CAUTION EXIST UNDERGROUND GAS I: 1 P , 5RC Q H , a--�a�----_.. ----- - -- ------ --- - FACILITIES IN AREA. ,/ • .;C:+ A.p..«._ o 1 t..j '..d.. '....: •w.a .: .,Fm:,.:.:..-m •eu � ,G4,"+'"—_ , 1 N w �A• FY. ,. '! 6' W .� t,.. r:.,M,: ,:... �_.__�..�.._rs. ,:_---%.------- •--�� ....,.--,.,.,-..,..._ � �.. . _ REPLACE EXIST STM PIPE j >' _ 3) g �i 1 fir° T + `__s_� __ 1 _ _... __ _ _ _ �_ _ _ J _ _ _ _ _ _ _ _ O AS NEEDED. WI _ _ _ __ _ _ _._ _ _. _. __-__ _ _..__ _ _. Y. _._ _.__._ - Y »._ _ .__ _ _ _.._ _ _ W f. Z ... ;'k;i �LL ,_ ' - - - - - ,. _. _ _._- -- - - __ SBC 1 -4r, PV . L_ _� _ , -- ' �- - ^' Y —ti., ,. ? ® REMOVE AND REPLACE EXIST PVMT 1 10Il+ + ! I a J SEE DETAILS SHEET 42. PROP 6 WL _ _ �,Z., I ( SEE SHEET 35 _ �5 REMOVE EXIST FENCE WITHIN ROW AS i V Row "~ F V REQ'D TO FACILITATE CONSTRUCTION. PROP 112" WATER MAIN I( f - ~ '---�-- _ Q © CENTER ONE FULL SECTION OF SAN SWR i=-- — - 7 31 LF iK•, - - _ OR SAN FM PIPE (181MIN) ON WATER LINE. t N ' - 7Q CENTER ONE FULL SECTION OF WATER 1 � P � �•�� 1 � � � ; ) ROW 1803 SENS RO pp 2.5' ( LINE PIPE (18'MIN) ON SAN SWR OR SAN FM. C3 - 1-FIRE HYDRANT STA 110+39 , 33.5' RT ) r 1 12 x6 TEE r h,, o - DISPOSE EXIST T • __. s s 40 _,... STAI E3+84 A33.5'RT REMOVE AND I POE F X T TREE- 1 -- R 8 RE E D O E 1-6 GV880X ti t° c a _ f �' o °� ABANDON EX 6"WL 8 1-121x6 T E SENS 0 D-ST 1 +9 45 �• '; 2 10 1-12"x12" CROSS °c°Oz �O�r i TRANSFER SERVICES TO 1-6" GV&BO 9Q EXIST POWER POLE TO BE RELOCATED OR NORTH L STREET STA 17+8 . 4(W) ; r, ; 1-12"GVBBOX ��$ PROP 12"wl PROTECTED IN PLACE. CONTACT OWNING UTILITY. i ^ lea I ! 1 12"x6" TEE CAUTION EXIST SBC UNDERGROUND . NORTH L STREET STA 17+8 . 7(E) ; , oo+l o DUCT BANK IN AREA. f 1-I12 "GVZBOX SYMBOLS 1 ' DTi�?TlTll71 PROP FULL PIPE SECTION .tom ], Q L PROP AUGER PROP BORE & JACK SENS ROAD � a T t �., ..... I. Se t_ U 2 C'. tfir '20 i No. DATE REVISIONS APP. f ) I , 2-1!2 X45• BENDS IW/ NO , TICS: AT LEAST 46 HOURS BEFORE EXCAVATING IN STREET R.O. W. OR l RE TRAINED JOINT PIPE I 1 ! i i_ --- EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 IF 18 i !{ 1 — , 18 ir I _t -`�: •~' PRIVATE UTILITY LINES SHOWN !+I � )1,+;, f it i 1 i` ! � ..''. + � � I � j � I i ,•-•-EKI� '_G3KL` _. g V' 1 --Y - •Ex'S'I'.1',i"iqC l i ; J: t ) t q 4' •''{' t . .. !' ... i., _ ' I t 5 i M1, SWR , _„� _-_._•__....._ C OGt07 j 1 jj M_�1� - _ T RPOINT ENERGY/ LECTRIC FACILITES 1 6 ' • ua - _4 _ {__ - j _ _ .. _... _ - G . UNLESS '.,. •'_. I i ---• i I j ./ _ . _ _ - 6 D AT REYIEM DIA.Y. _._ _ 1 I n 1 � \ ��', ` �,`-''--i--. .•tL.. i � 1 RMISE NDD�TEDF�VALDSS NDTD� R�Gfld! j f , [ ND UC D TUNES , a J 1 I ! r + ,r..%?' .. + & i __-- Date 1 --------------- PIP(I Ij t r' t --1 - i A ROVED FOR SBC UND OU ,ONDUIT FAC[LITIES ONLY. 6 WL t •,r"P (. $' 'r:':) ,/' I TURE VALID FOR . � � .. ( -' '. .1' � 1 • I— ONE YE /e 1 ® ,, ; _ ! , I i .. O 14 _,_ _ r _..... _ .... -._ ... .... .......... . ... .-.. - . ... ._ .. .. .. '. _. ...........•. _ ...-..__._,. _«. _.y..._...._ ..,i. .. ...-i•r:.. _-.. •__ .. .. - .. .. .. -.._ -.c:n,-:n..,. ......_...._.. ._.-_.,. ._.. +, . r Date. . ii 1 ; ; l ; ; fI.�.•': / _ _ _—._ __. j -- ;=,'` PRO 12 WATER M _ f o l - a.. - P - - _-.. i j .. A � N J` � i sAs SERVICE LNNES YAPEA NDTASNOWN IES j Is. , _.f._ ^ Van V/zI i I , L 1 - 4. .A 12 - 'r _ En i1 .; ` I I :_! z I ; � -� t sB _ , < P �c g1 Bering ,y _.,...._._._ 12 . --- _ _... "_I r j - __ Incorporated N PROP 6 1 I I! ? ! 1 t I DAMEL P.SlMEONE / AD { 2925 Br;arpark. Suite 275 / : •/ _ _...__._ 2�12 "X4 O BENDS W/ I ; ! ! / 1 j Houston, Texos 77042-3778 / 5 i k' " > ' ) �t , _ .,-, RESTRAINED JOINT RIPE CUT 8 PLUG EXIST I PROP; 6"WL i - _ 713/782-0042 �'• ; I ' 1 0 Z _ -- - _ _____....._ __ ____.__.. __ ._.__ - ww. van ew i e 1 e-e com AN WR i ; l'. W Z i it ! PROP 30" SAN,'_SWR _,-_._._.._...... .,- _.l_ -_ Texas Professional Engineering .I - r ) _ u .__- -- ---- - .- PROP• WC SAN OWR- lY Firm Registration No, F 148 i 54 .LF 0.055x _. __ �_ I TO BE._A�AdDONED-i ..._--__.._____... _.��. RROP 10- SAN' SWR �I.__._. _ - Z$5 LF LQ o:•25x 1 Its=9.3a = o�, A CITY OF LA PORTS 8 ........_ . (TO BE _ABANDONED) 1 _ I 1 i >J r OA i t , - i F. .. 5TA.113+37.'S 604 W. FAIRMONT PKINY. ; i S LA PORTS TEXAS 77571 ' " _ . ( 1 �"'� - 281-471-5020; FAX' 281-470-5005 6 i ; TO �.as iN&S) ( 6 110463.811 ! .,._.._ __. _. _,_..._. _._ .. _. _ .. ....... _ ' .... __ .. _.....` ..... ......... . _. _ . _ ....... ____.., �) LARGE DIAMETER SANITARY TRUNK S _..._ _.______.__. ' '- AD OWN: a ...-.... PR P 6 S (_.-. -'.. w-- :-._ I _ _ .._, .... S ROAD FROM NORTH D STREET TO NORTH L STREET;& OTHER p•. 10 a ! 30�' �.26 (S _ E�t;c!—fit . :,_.tt _._ 1 i j } I UTILITIES NORTH H STREET; AND NORTH L STREET° an ( SEE SHEET 33) 24" ��p . 26 (W i ' R =t . -,y i r ON 12(' =8.26 (E '. T ^yg 1' +c/+ I I { ! APPir. , i 1 I t:'i- ! 1 , ryry O L 1 4 (TO BE REMOVED) � ) I I 4 4 F N N i , i 1 __ 1 , S ROAD Mo 1 PLAN AND PROFILE Date: ° 1 I STA 110+00 TO STA 11 5+00 r00 Project NG,+ UNDO 2 110+00 111+00 112+00 113+00 114+00 115+00 SET` SUNSET RIDGE STO 75 PLAINBROOK ST. NOTE: t' u ` 100-YR FREQ FLOOD PLAN EL= 21.0 s f' • _! J C �f G C 41 O ,• � .- TIE-IN EX 8"SAN SWR a `o o E TO PROP SAN MH (267R) TIE-IN EX 6"SAN SWR n 3 " f' a TO PROP SAN MH (269R i_- : 1 ! I I I PROP 4 ID SAN MH (269R) �j j 1O j ' 1 ROP ID SAN MH (267R) RIM=21.0 i I I IM�1.0tj ZS 5'T?, 17 +5i -IP♦•;IP,1R:;!iv? " TR� 1113? 1 ' - I ... 10.:,6 8" North ` 78 LF 6 ASPH PVMT ' n F'L ( ) i i i i' N r' Fi. 10.31(S" South) i i ---------------------------------- - _-- - -` - s;p. 11e 54 ...._ SWRTRANSERVICESSFER STOSA FL il..46(& .Wert) Z 1 1 '. - F ' ' - 1 ' ' 1 ; �`- .�t•. .• � � �� � PROP 10"SAN SWR (TO BE REMOVED) a 22 LF 6 E 6;:,6 sENS I=D �) 1 (TO BE RE MOV ) ! , I _..- _ . _ _v._:.._ i 0 20 C • ROW s: F----PR'�`�OP 1p�'__SAN_SWB--------------------- -- - BEAEM ED1--- _--------_PAOP_10__ SAN SWR I j - - --- - SCALE 1 20 . _ _7:+.....t ... _.. -` -r .. _ : , , - '--------------------------------------- ---- (TO--BE--REMOVEDT CENTF_RPvINT ENERGY 2 HP S GAS LINE ( ( 1k f i 36"RCP - ---t�_ 36_R __-_ _....__.---. _._ -_. ___ ...-- - ---,--•-- --- --- R1kB€-'0i'fiCf-i-TO_-pR•�;rc( ___.._-..------- - --- ----- _.._ _. __._.., _..____ - ---..__....- - -- - - - r 2 ( :.I F 4 j. �. is L J 2 ' JL C.:: .,.�' .r)f m/ '7nT :'.'1—"T.•J--._...mf^ !!rT'--+v`--�?�—)I19 ; ..+3w...--.y�.T...-.._je..—•---., -- ^--__.n •__ �1 4416- Dr ® 3 n - EXIST ASPH PAYMENT ` 3 59 LF IZ P G o LEGEND ;;, SALVAGE a = A`O Ln EX FH N � CAUTION EXIST OVERHEAD ELECTRICAL N a _ iii *, �—•-...L:,..._ i. S`A1..._._.._...a_ ..,L"...-�±1'�._..._.—�\? Ul._...........,5 O._�d11 f1kj1:2:0FACILITIES I N AREA Q _ ?s"R P r c— - - - - - CAUTIONEXISTUNDERGROUND GAS . - ------------------------------------ �- ------------------------------- ----- --_ _ ti�-:-�= �� 3 _.... - ... --- - _..------------- -- --- ---------------------------------- --- - � �EFACILITIES - - -- - - Ex wL. _ _ _ _ _ _ _ _ - _._...__- _ _ _ _ -- -, _ _ _ _ _ -- _ _ `� - IN AREA • Ex s w I_ t, - - - }r> _ W —_ _ - _— ___ - -= _ _ - _ -t- - - - —. _.. - --- - - - --- _:,� - - - - __- - - - - - - - - >� N REMOVE AND REPLACE -- _ .r,' AS NEEDED Z v, / 5 LV "' / PRO i 6 W ro `` « Z ® REMOVE AND REPLACE EXIST PVMT rt- 1 ,� ` � � �_.____...___._�. PROP 6 WL �-* J + 1 10 (SEE S E $35) j i 1 10 (SEE SHEET 35) J SEE DETAILS SHEET 42. PROP 6" WL Wi = Q REMOVE EXIST FENCE WITHIN ROW A5 RESTRAINED JOINTS REQ D TO FACILITATE CONSTRUCTION. PROP 12" WATER MAIN I _ _ —t-- _ — _ _ _ _ _ _ Q © CENTER ONE FULL SECTION OF SAN SWR OR SAN FM PIPE (18'MIN) ON WATER LINE. ' 1801 SENS RD ENS RD ROW ' 1•'` 2• �' �t" IZ* 7O CENTER ONE FULL SECTION OF WATER r�--} { �` i 2-12 "x6" TEE 1 A2-"-XV TEE LINE PIPE (18' M I N) ON SAN SWR OR SAN FM 2-6""GV&BOX , 1-1 "PLUG d CLAMP �• I { ABANDON EXIST 6"WL 1-12 GV480X « I TRANSFER SERVICE TO S 1-FIRE HYDRANT ('1Z 1-8" WET CONN REMOVE AND DISPOSE OF EXIST TREE. �• 2-1 x6 TEE « I, n PROP 12 WL I . " 2-6 «GV4BOX I 0A g STA 118+95, 33.5 RT !z 1-6• CUT+PLUG d sf - 1-12 GV8BOX I ti 'b ABANDON 0 EXIST POWER POLE TO BE RELOCATED OR r: 1-FIRE HYDRANT 1_IZN x90•BEND PROTECTED IN PLACE- CONTACT OWNING UTILITY. STA 116+45, 33.5' RT it�0 CAUTION EXIST SBC UNDERGROUND " I n DUCT BANK IN AREA. a SYMBOLS ff � i• y ,t,. c a a, c 0.Ott �0ZZ7? PROP FULL PIPE SECTION w a n v 1 X-X X x XI PROP BORE 8, JACK a a u a Z)� (L SENS ROAD PROP AUGER s i C L ,,,1 1 r I i i \ 1 •:•I.i a 1_ 20 ( _______ _.__—_..___—_ _.._.__...._ c ITT ... . _ i20 ExtST t5'�rn ( I -, - + _ No. DATE REVISIONS APP. ff ''x1sT _- NOTICE' , aP. (E)? : i - ; I ? L - �' i.. fM. - - AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR 1 $ Ft,Fr, P1.G. tE1 f: _ _ -- EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 _ _ _ _ - ► ---- _.. t _ . f18 PRIVATE UTILITY LINES SHOWN Ell ,l , I _� , I ! S _..._.. _ ... ! 1 W ,a L.__.'_..._.�__.._;._.--..._..__' � C 01 T N RGY/ELECTR C FACILITIES r _ __ ( r �. 16 / ' F' :iT DI TCH r r ,_ 1 r i !..- ._ . -.._.. _. .... -.. __ _ .._-_ ... .'- - '• - _ _.._ _ -• 1 C PRDVED ONLY FOR CROSSING UNDERGROUND EVI DUCTLY. UM.E55 .. O .r .......... _. ........,,:l.a;...1 ---fur—.._.__._._.....__._ ..._._ _. _..... _-..... __..... ....� ._.... L. _._ �. - « is Y. EflM]SE NDTED.) VALID AT TI1E OF REVIEW ONLY. _ TNEU­ O _....-_.__.i.. ---?~ j xi T.r D1 cc}t t z _.� _-- —__ _ _ _� __ — J ESTMAIN I f u O __.. b A ROVED FOR SBC UNDE IT FACILITIES ONLY. ._...__. _. ��/ VERT C7L k �.. .� Q ' l TUBE VALID FOR ONE YEAR ♦ _ f ' 14 LPi �� H LEAD } L / (iR 12" WATER MAIN _ _ .... - '- - __. \,.... .... �.. } « /i �-� ,i � i ( ASESERV ICE LNNES YARE No7A5HOMN IES _ } — _ _ _... --__ - ..-. ... X...6 _ n _ _.-__.. E t 141 MAIN - _ - ielef'^`._--.___._.....t_____�..-•___^____.__._ ..-f--..-_. __,,:�_ I `-""---.-�--_..._: - I i -i� tl' SAN t;Yli� T}� __.___...__._ -- - -� _ .. �"E OF rn CT PRO • WA , `- ---�- ari.DeV� 1 12 Engineering- _.. -. _.. - - - - 12 I, __.___...__.. _ _. _______- _--__-_. _ � ricorporate _ _____-__F-_ __ _.-_ EYI - ----- -- Z 2925 Briarpark, Suite 275 .............. *,a - SBC- 1_ Z 4'_ "C" PVC *- - s`N-)w�. --- ` ROP 6"WL (TO BE; REM - •-$ Houston. Texas 77042-3778 4 ` r __ - _..._ .. - ri - -- j OVED ) Q _„� ... �• _ -. ..... ... -� ) 1 O (T� BE M _ -- '--""'..�' • � �P�ROP 10 SAN SWR --.�., �.,- i •. ,._._._-- -.., .. __._ - ww. vandew i e i e-e oom _ - �� — _�.._.._ -.__ _. _.__ _ ___._.__ _ _ _ IV 11 257 1F @ 0.25x ng. T__........._.._.......-._ ,._... :......:::.. -PROR 1fl---SAN'-�iVR--- ._--__._. _ _ _ __ _ .._ _ _......._ ... ........._ .- _...._ ..... _..,.._. _ _ __ _ R _._ _ ff 713/782 0042 '�Q•,s i --i � 1 O w �r = 96 LF @ 0. 25x ) I PROP WL V N - 3-......._..L-- -..-. Texas Professional Engineering O I Firm Registration No. F148 Z 115+y 0 t of A CITY OF LA PORTE 8 i .,� PROP 12"� PLUG d C AMP tsir:N� „ 1 � 'It 1. ,� H I _...._ .._. _......._..... ._.._ _._._----- - z _ __.._ ._ - - - _... } r_ I I� .; _ - _ _.... _ ... ; _ ..._ _ ..... _.. (TO --BE `REMOVED )_ _.I_ - __ _ _ _ __ _______-._(._._. __ _._...._-...__ + $ U p: !_10,31[ ) ; STA.11R+54 I m ' PROP 4 ID SAN MH(267R) _' + I 604 W. FAIRMONT PKWY. (' (TO BE REMOVED) ( ; ; ; 10 T 0.26 (S), ' �xns LA PORTE,TEXAS 77571 6 f I I i EX "t = 11.15 (APPROX) (W i 281-471-5020; FAX: 281-470-5005 ........._..__.._. _.... . .. ................ ..__...____.t_...._....__ ___._..._- ____ ___�_______ _.__.._..•_. _ __- _ _ ;_._.__.-__.._ _:....._......_... _. __. _. w_ _ --_. _ __-__ -.-:-- - - LARGE DIAMETER SANITARY TRUN .. o PROP' 4 AlB iul�tF2'69RYi �` 1 ! -� - {— _.i- _ _ __ -_ ___-.._._.. _i.__..._. K SEWER- SENS ROAD OwN: -i I 10r=9.62 (N ) ; i� - FROM NORTH D STREET TO NORTH L STREET,& OTHER 611 =10.46 (W UTILITIES NORTH H STREET; AND NORTH L STREETS° I N INn 4 SENS ROAD PLAN AND PROF ILE jNo.: 00 STA 115+00 TO STA 120+00 22115+00 116+00 117+00 118+00 119+00 I . 120+00 C a V.. ---.. .r. 1 U m o a n m y ¢ o a :)' DRAINAGE ES69T (EXIST & PROP �. 1•tz y �� 1cullT i. WET CONN HCFCD UNIT NO. F 101-00-00 u % o i-, IJe- a2 CUT PLUG & ABANDON ;' ,.- FILE N0. Z- 4J965' o 2 I-IZ"- 'k6A X 90°BEND s FILE NO, 1,2100884 � z 0 0 V 1L Ex eRi s r 'I •.'.'L I r,- E L i .} i RAi rED TO, t.... s'6 ING P^RIDGE y 'o SENS ROAD i I H2ffl8 ty rood ConUDI Oleidct •� %n APR 0 1 2009 M1 THE SIGNATURE ABOVE VALID a FOR TWO (2) YEARS ONLY '- a, FINAL PERMITTING BY OTHERS a I ...I - i I `. i 2-6"x45-BENDS PROP'6" RESTRAI' "" —"" JOINT WATER MAII VERTICAL OFFSET � !f 'ti t f7 1:li I 1/ i t 2 , , I i i —.I-.�.,..... _ _. _ ..._.. .,- - 1 EX _ _--_ 1 c tr- _._ W t �. Y { STA 122+4 CONNECT PROP 5" i2 X6 TEE I WATER MAIN TO.EX 6"WL 6"FH LEAD' PROP 12" WATER MAIN j f i I - - r - : P ;ZN PROP 12" PLUG & CLAMP f S i I t i 1 11! .._ ._ ..... E dST,-SBO MA LOL i I � s I , I ; i i I i i i 122+00 123+00 124+00 SRC (2-4„ ,`, pVC. 125 NOTE: 100-YR FREQ FLOOD PLAN EL= 21.0 20 10 0 20 SCALE: 1t'-20' 0 LEGEND + Ln s CAUTION EXIST OVERHEAD ELECTRICAL N FACILITIES IN AREA. CAUTION EXIST UNDERGROUND GAS Q FACILITIES IN AREA. N Q3 REMOVE AND REPLACE EXIST STM PIPE LLJ AS NEEDED. Z 0 REMOVE AND REPLACE EXIST PVMT J SEE DETAILS SHEET 42. = 5� REMOVE EXIST FENCE WITHIN ROW AS V REQ'D TO FACILITATE CONSTRUCTION. ~q © CENTER ONE FULL SECTION OF SAN SWR OR SAN FM PIPE (18'MIN) ON WATER LINE. 7� CENTER ONE FULL SECTION OF WATER LINE PIPE (18'MIN) ON SAN SWR OR SAN FM - REMOVE AND DISPOSE OF EXIST TREE. �9 EXIST POWER POLE TO BE RELOCATED OR PROTECTED IN PLACE. CONTACT OWNING UTILITY. OO CAUTION EXIST SBC UNDERGROUND DUCT BANK IN AREA. SYMBOLS E ��PROP FULL PIPE SECTION MAOW-*4MMA - - 1 - BORE 120 No. DATE REVISIONS NOTICE: AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR 18 EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 PRIVATE UTILITY LINES SHOWN - - ....... Dates '— C RPOINT NERGY/ELECTRIC FACILITES 1 G PROVED Ol&Y FOR CROSSING UNDERGROUND LUNLESS ERgSE NOTED.) VALID AT TILE OF pEVIEWONLY. __.......... ...._ ___.A / W Qal / vib L A ED FOR SBC U DERG ND D IT FACILITIES ONLY. i S TORE VALID FOR ONE YEAR 9 4 DWe: C ERPOINT ENERGY/GAS FACILITIES Ln GAS SERVICE LINES ARE NOT SHOWN.) VanDeWlele �.� N 12 Erigineering ' tiPSvO.F Tf.1 t sit - Incorporated 2925 Br i arpark. Suite 275 / D.... P; SplEONE I••-•••••••• •• .•••••., Houston. Texas 77042-3778 =. 4 w Z 10 713/782-0042 www.vandewieie-eng.com 1 p• 4� Texas Professional Engineering Firm Registration No. F148 J CITY OF LA�PORTE 8 t— 0 604 W. FAIRMONT PKWY. LA PORTE, TEXAS 77571 6 281-471-5020; FAX) 281-470-5005 LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD Din FROM NORTH D STREET TO NORTH L STREET,& OTHER UTILITIES NORTH H STREET; AND NORTH L STREET cK`I i 4 'F SENS ROAD — PLAN AND PROFILE STA 120+00 TO STA 125+00 Do<t 2 Ro APP. a No.: NORTH P STREET NOTE: o 100—YR FREQ FLOOD PLAN EL= 21.0 -6 01 f i7) il Tj< 0STA J29+39. 58' T C a . 0 CL EX SAN MH _ (i 8( ROW RIM 18.25 12" 10.56(W) 8" 10,59(E) 12- SAN. 12" 10.99(N) R 30;4ki SENS ROAD STA 129+73.27= SIA 125+63. NORTH P STREET STA 15400-00 EX SAM MH 1502 SENS RD .1, . .1-1 ROW I i STA 129+39, 221T 0 EX SAN IAH (261) ... . .. .. ... :L ------- ----------- 0, RC (NFV) r 0 20 10 0 20 ---------------------------------- SCALE: 1"-20' _X ----------------------- ---------------- -------------- ------------------------- ---------- ... ... ------------------ EX 12".K 6"REDUCER 3" 8" SAN. CENTERPOINT ENERGY 4- HP STL '--AS LINE...... --- - — z CO -------- L: Mr EXIST ASPH PAVMENT to 7 12+2 i13 0 > X a- - ------ 128,+00 9.4 0 0 LEGEND Ld 0 1 1127+00 + CL ro (n - ----- z < Ir w , 'I 12640 1 Ln Alm mm SIM 11� (D CAUTION EXIST OVERHEAD ELECTRICAL N qit-�i . ..... -------• FACILITIES IN AREA. -- --- -- -------------- ---- ---------- ------- --- -- - - - - -- EX tk�;Tf FACILITIES IN AREA- -------- ------- CAUTION EXIST UNDERGROUND GAS j7 .' A 1. 7 (To B ABANDONED) V) REMOVE AND REPLACE EXIST STM PIPE AS NEEDED- w VC "C- P 34 LF 3 z REMOVE AND REPLACE EXIST PVMT PROP 12" WATER MAIN SEE DETAILS SHEET 42. . ....... ... REMOVE EXIST FENCE WITHIN ROW AS 2.5'j ...... REO' D TO FACILITATE CONSTRUCTION- L) OW EX -6-AUL EX 2"WL­ 1-FIRE HYDRANT, 'full STA 129+15. 38'RT CENTER ONE FULL SECTION OF SAN SWR ABANDON EXIST 6 OR SAN FM PIPE (181MIN) ON WATER LINE. 1-1�'X6" TEE TRANSFER SERVICE TO 1-6 0V8BOX 1PROP 12"WL rXi CENTER ONE FULL SECTION OF WATER 1-FIRE HYDRANT9 -_ I I LINE PIPE (18'MIN) ON SAN SWR OR SAN FM. STA 1254'90- 33.5'RT 1 -1 'lX6v TEE REMOVE AND DISPOSE OF EXIST TREE. 1­6 GV&BOX J -K EXIST POWER POLE TO BE RELOCATED OR PROTECTED IN PLACE. CONTACT OWNING UTILITY. 1-12:WET CONNECTION 1-12 x 12" TEE. 2-12" GUBOX CAUTION EXIST SBC UNDERGROUND -6m CUT PLUG & ABANDO N ON DUCT BANK IN AREA. SYMBOLS PROP 12" WATER MAIN CONNECT 70 EXIST 12"TEE CL PROP FULL PIPE SECTION I X X X= PROP BORE & JACK 0 CL a V) CL U LL ISENS ROW I I I PROP AUGER • .......... ...... _j 20 120 . ...... . ..... ------- No. DATE REVISIONS r _p._t - - --, . _ ___ - -_-�W APP. NOTICE. 7�' AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR 18 EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 18 PRIVATE UTILITY LINES SHOWN .. . ........ 'Im.T )IT (F) D I T ---------- 0 Exi ST Q(34 i V 12 *L X W PROP 12"WATER !MAIN E X (APPROVED > F'R 1 0 Z CONNECT TO EX12ffTEE OTE IN tWMrERPOINTENERG N/S ......... ENERGY/ELECTRIC FACILITES 16 A, ::.16 NNLYG!GR CROSSING UNDERGROUND DUCTLINES. UNLESS VALID AT TIME OF REVIEW ONLY. . ........ ..... ... wj EXIST,O DVICH tiv) Date$ ATNEOYED FOR SBC UNDER ID'6MTIIT FACILITIES ONLY. GRW_ TORE VALID FOR ONE YEAR 14 _MAIN 14 ----------- Sr ROP Iv .. ...... GVERFOINT ENERGY/GAS FACILITIES SERVICE LINES ARE NOT SHOWN.) Ln q Van_OeWiele ........ .. 7 12 -En ing 12 gin e er: .......... ........... f STA 129+15 Incorporated ... .. . .... 0.1 ... ... ... . ....... . DANIEL P. 2-4 P 2925 BriarparK, Suite 275 .. .......... .......... 6'VFH LE�D -I --- 12 IRESTRAINE Houston. Texas 77042-3778 19 S A 125490 JOINT WATER M IN 713/782-0042 TEE 10 www.vandewiele-eng.com 10 VERTICAL OFFS T z 6 FH LEAD Texas Profess I ona I Eng i neer I ng Firm Registration No. F148 PRO 12" WATEI MAIN i CON4ECT TO EXIST 12"TEE! L Y7 f -ST—.S �047_ro_.il 7 CITY OF LA PORTE TR 17.03 LSTA 129+40.(9 A3 8 L) S EX 151. SAN. S� R, M. if, RIM-18.25 -4 .... .. ............. ....... - ------ . .... .. . . - --- -------- L) 12 FL=10-90(r') 604 W. FAIRMONT PKINY. LAPORTE, TEXAS 77571 TIEXAS 281-471-5020; FAX: 281-470-5005 6 6 LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD 6WN! ..... ... .. ...... .. . ..... ........ ..... .. .......... --------- ­ ----- FROM NORTH D STREET TO NORTH L STREET, & OTHER UTILITIES NORTH H STREET; AND NORTH L STREET mW Oat 4 4 ....... .. ...... . ..... SENS ROAD Ln F_ Cq VP R 7-J, :A-- M PROP 12" WATER- WATER MAIN PLAN AND PROFILE STA 125+00 TO STA 130+00 to Project No.: 2 100 0 0 0 >m" von 125+00 126+00 127+00 128+00 129+00 130+00 SHM! 5 9F SHIRLEY LANE NOTE : t. I I 100—YR FREQ FLOOD PLAN EL= 21 . 0 • ! s i (I STA 0+42. 1 . 37.7'LT r k A'. . 1Jaf+N ' K(TO REMAIN) l / CONNECT PROP 4" SAN FM STA -3+31 ,46.5'LT ; TO PROP 4" SAN FM YARD PIPING 20' EXIST EX SAN MU (593/207 ) ; 2-4"x90' BENDS W/RESTRAINED JOINTS I ,' ASPH PVMT. i STA 0+44. 33'LT EXIST SAN LIFT STA #20 "I � r I TOP OF SLAB = 21 .02± r, 4+qs , j REPLACE W/ EQUAL TR-zG.7a U,I I :} (N,FL (SEE DETAILS SHEET 43 ) n•,)n_ iGR/G-j2.rG I_ ROW F ROW s,"-c:izn: ., E e a r._ } ''PV_ 71.84 :� ! 0 20 SCALE: 2 1 20 10 . __...... .___..__ ._._._.... . .V„ _____._ _____. _ , _,_...r 0 REMAIN) TO REMAIN ) 9 LEGEND re r" t+ CUT. PLUG d ABANDON EXISTING 4" SAN FM I r'._. _.._ CENTERF'i)iNT EPELP0( i 1;2" MP 't CU-T. .PLUG.. .. .. - � _.... _-_•--_ ___,-___f__.._. _.-.- ----..�. .� ______�_.__.--...-- -. . . ....... . - ._.._..-.- . ... __...... .. . _........ . _. ... ..... ... .. ...._ ..-__. __ ___.. _ . ...__._ __...._.. .._...._..___ __.___ ._... �___.-----._,_ 1 CAUTION EXIST OVERHEAD ELECTRICAL F'.. „. .. .1T,_.. .l'.... .:. ........ �._.._.... .,,..* ,N.......'l:•---._.._...nR..—_..... ' -- „JY.'1_..._-.- "...,.._.__ ...-..-..y>!T_.._ »_-.. __, ,1JJ".."'.inT,___.,��..__._.L�.___ +..... ......,.. .--._.-___ __.�__--•____.-_-.,_,_...._... ___•_-- .,r .,•;,._.... r_- _ .,.,;-_..._._,.. __.___ -a ....,^'--._._.;..,_...._ ,....-__-�ni-• -nr--•----•nr,----rnr----rnr-._._':nr---.—__•.Rd.• — .. a O FACILITIES I N AREA. ATASANDMH PROP 4"FORCEMAIN T. p� CROSSING SEE SHEET 36 �R-� f I „ t ..j r r_ a �„ (/) r �2 CAUTION EXIST UNDERGROUND GAS z (593/207 ) 0+00 w( �' J 111 t . 2+00 O �- EXIST ASPH PAVEMENT It 3+00 x 0. 4+00 - - ---- - -' i - _ � ._ 5 W FACILITIES IN AREA. }'. PpP 33 LF o i 30 LF N a -38 LF — �. H_____a Z O REMOVE AND REPLACE EXIST STM PIPE ....._..•._n..........._._ _....<tm.. .. . .-_. ..__...v,., ._.--fIL'...__._q__�^w'_..___-Nu .1L1L Lim 'L:•-.�-.-_./L(L__. n,� __x..._...__ ..9.�..._...sr '- . - ,._......._� _._✓_.... .r>......_._.<'.._._._._th7 N 4-.�-___-._1tLL __ .._-1eLL._..._JILL.-_. ._ u•_ ................ A NEE E �-�--• ��- -^� ' ,i i-=);_ _: ..._ ..,__... _.:...__.;_. .=} _.., � F_ - ' 4(� REMOVEDAND REPLACE EXIST PVMT .`gyp PROP 2 c�,WAT iI--SERYtCE_1_TNE ,{ -`�'--„-„'--,---.1.-...,,._, + '+ r....,�--•---ro`--v— SEE DETAILS SHEET 42 . r SEE_SHgT 36) t r i r , s t :_;r<•_t> - - - { Exae"RCP - Q © REMOVE ENCE WITHIN ROW AS 'i O' D I L I TATE CONSTRUCTION. -'I_• q - -=--•�.a..ndo-.,..� .x,�=.,.:G.-:•:-,—,.�.�— �' •-" ._._..a 6h 4YATEP LINE r^ -r j -- :;:_. ;._._..,._..- -- ..,;.. .:. ,.. _. .,, _._..__,:�,_•-:n.-. .--<`-1..1 / .<z• - -'.� —�c-...x,r „� .� ,,._....� �.:�7 �f{C. •-----•r— ..__...._._...__..---. _,., _....-- ---_....__.'-.._.--- ._.._ _._.....- .. _... .. ...,.__..__..._'.JYT ,f._...: IVA E LINE: 0 FAC © CENTER ONE FULL SECTION OF SAN SWR ROW r•` 426 NORTH n s) ROW :{t,: GF OR SAN FM PIPE ( 18 ' MIN ) ON WATER LINE. WJ CENTER ONE FULL N I i t LINE PIPE ( 18 ' MIN ) ONO SAN F WATER SWROR SAN FM. ® REMOVE AND DISPOSE OF EXIST TREE. EXIST POWER POLE TO BE RELOCATED ORPROTECTED IN PLACE. CONTACT OWNING UTILITY. ' I \.J� DUCT BANK IN AREA. .� ww CAUTION EXIST SBC UNDERGROUND �• � X to 40.' I ^ » SYMBOLS 1, f 1, ) PROP FULL PIPE SECTION NORTH H STREET ! ( I PROP BORE & JACK PROP AUGER rfi 26 ' i . I I r � { 1.. ' J No. DATE REVISIONS APP. 1 I NOTICE: J i AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR i _ ___.,...._ _ _ 24 i 1 i 1 f EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 EEE �_ 1.,.. __._-._} ._ _ ` f __._,..i_..- ---- ---;- -- ---4 _ --_-_ __ 2Q CONNECT PROP I i w ._. . ... ._ ' PRIVATE UTILITY LINES SHOWN :4 "SAN f i 'TO PROPOSED _rfl t ; } STA 4N2'L:.40 t " I ENERGY/ELECTRIC FACILITES Dote 4 YARD PIPING 1 IO"FL11 .T0(W) f ¢ RUNY i 8"FL=1j2,73(P!) • 1 (APPROVED NOTE FOR CROSSING UNOEROROUND DUCTLINES. UNLESS._.___._.._.... -_.._ _ . WISE .) YAL(D AT TI REMAIN) _...._. „._.._. EW� RDwY t TO A I N) 2 2 Dn+Ea uE of R v SAN FM w1 . Hx._.__ ! ! } - _!_ _—____ ;__ . ;- � _ _--- _ ---r--- ��nC. DoOte7� 1 RESTRAINED I I ! - _— i f JAPOVED FOR C UN ERGR CO FACILITIEJOINTS ) T ti ( N ) TDAE vulD FOR GNE TEAR 20 5-4 "x90°BENDS I T1i j j r I ,,. �I - i .. ... ... ... ...._ -. . ._. ,-.S.I,... :I.... ....,._._.,...._..l-._._._.....,_._.-... .1- ..- _... ....,_..._.. ...-........,_._......._...j...-,,..,.,._...._._-... .,y.._ ...............___ ....i_-_..._._.-.._....... .,... ... .. _ ' F-...}r :-I --^ _..., ._ _.._-..,......_�.....__.,.,__.,.,._..__.... .. ._ ... . .. YD Data:!/7�7 j 3 i 11 �,7- 1 AS SER INT ENERGY/GAS FACILITIES ! { —F� a AS SERVICE L[NES AflE NOT SHOWN.) PYP t1 a 4 t 1 ; ) i STM( 1 )7 i 1 r. tti 4 q� •�X DSi_ ; i R ' 3 ' I- VanDeVC7iele _►►����\\ g...._ . . ...... .... .. .... .. I _. f ,. ' eX OITOH FL(S) �_ t �7� ' ( I Pty �' 7fp f I 1 F I� ( r , . . � } 'P I r �_. __..__.,.. •- ------- -).._....., ._.-.,_ {,1 _ . I _ _ wEngineering EX OI•TC. F•A:53, I ^{r 18 r *t I1 } _•� N �_ __ ^ _ EX DI�H FL(SI — f rt O , */ Incorporated r*:' —� — • _ — / ! r :: _� ! 2925 Br i or ark. Suit L., F.S ONE 1 6 1.._ �� ___ _—_ —•— j __���_ _ _ � �_ _ --- 713/782-0042 1 Qn F rr L t _)• <`. " S rq -tt 1 r (.,... ..»,., ..-. ,,.J,... ......, ,..,...,,»,......}....,_.,...-,___.._.._..<.._._._,...-.....__.,.__ .•_•__.__.,..__ _...__...,_•___, .. . ._-..' ._ ._-_.. +--. _. _. ..: :_ --. . . _... . r_ _._.._._--R...-_. s ( �� ng. om It �.: (TO BE ABANDONED)'". { I 1 iM - � ^� Texas Professional Engineering i i s , �i { I I� V Firm Registration No. F148 PROP 4 SAN FM z {- • ZS i t I ` ' 2'CL Q F L A CITY OF LA PORTE 14................ }} 1 _ , EX SAN LIFTiSTATION #20 I i I I CX EX SAt410,42± 1 I I I ' m INV WET WELL ELEV=5.42± i { ; - U " 604 W. FAIRMONT PKWY. f REPLACE N// EQUAL ( i s LA PORTE, TEXAS 77571 0 12 SEE DETAILS SHEET 43 { fi ( L- -- - 1 _ � -- 281-471-5020; FAX: 281-470-5005 r._ __... S.._. .. ..__.� I r EXl3 SAN aWR— 1__ 12 LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD DWN> Exito" sAN sWR - -- j FROM NORTH D STREET TO NORTH L STREET, & OTHER mo i t _ ( 0_REMAIN) I.-_ .� ` --- - - - i _ _ I _ ______ ` j ( i UTILITIES NORTH H STREET• AND NORTH L STREET pro° o z 3 f ON 10 ! I i IQ NORTH H STREET PLAN AND PROFILE j STA O+OO TO STA 5+00 Dote: j p Yd1 0 8 � t + I � 7 j}{ ) ' � 0+00 1 +00 2+00 I ! g 3+00 4+00 5+00 SHEET' NOTE. ' ( 100-YR FREQ FLOOD PLAN EL= 21.0 I I{I I 1 - I i � 1 I , E5, to 1 TR-21.00 ROW ,y :i / +E);FFL FbC 12.00 3A mn NORM H SI 20 10 0 20 (TO REMAIf za, VvN SWR SCALE!20 .... _ _ ..__ '_. (.TO REMA.lN.)._.___-.. __. ___... _.__. _..,___., . - — —.. �__. _ 0_REMAIbU_ p O ' I + LEGEND s i / / _-cEr1rERPo1Nr Er).:R_..s: _::.`_ - -_._. _.---_-._._.___.,...._._._._....__.___.__...._....____ __.___..._...__-__.. __-.. y.._ ___-.__ __.,_ AD ELECTRICAL �Y. ,..,.,.._ ... _. or. .. :':.. '.:, ,.�,. . _._..y .._-.__._..; __.•••"___.._...,•!`--_....._.__.��._...../"",,,__y,»..._„7f"l''_'_%71f'_''7Pl_^_'_'_-7Dl"'__'%DT'^"•'__Y.9]_"_^_-bW'."__'�A �f a,....._.•,.„_,..._.....yy....._....,.,,.__._...,,.,....._...._,yM_._.._,�._._...._m. ----'—rm'�--•---�rr•-"'--�n-._ irrr.._--•rorr�-••--r r--._ �m•.._....._.�;r___—. nr.._�_...j�_—,.....y�—.... _, »n....... ....-r........ .. ... _'.l OVERHEAD FACILITIES IN AREA. N U) r i- ""` #' o �ExlsT ASPH PAVEMENT `r V) O2 CAUTION EXIST UNDERGROUND GAS 7+00 8+00 x c 9+00 10 FACILITIES IN AREA. z o �- '-+ 33 LF 0D 31 LF 36 LF N := r Z 3� REMOVE AND REPLACE EXIST STM PIPE -� �,�G_�,� _ u•__ u� �••/ �,_��__ 'Il._._«.. _ _.. _._ t __ �� _ �� ,,,, �f� _ 1� �� _, _ ..., AS NEEDED. _ _.... i,---� s FMY�- �"�''�- ���-�� F }_* O SEE DETAILS SHEET 42.ST PVMT _ J _ -�—�- �--,�'"-"'r"'-'"�-'`'-_�""f"---"--"-,"_.��'""'r` 4 REMOVE AND REPLACE EXIST 4AN� �C , •,_._--___.._..-•.--.._..---_....._�'/=.14- r _..__. _.._.._._.. _..__._._............... ___..._.__._ __....-- 0 REMOVE EXIST FENCE WITHIN ROW AS . ..._ _..._......._,.__._. .__. ..�� h'�' _ - `+f r -----+-----_-_--__---------------.______---_..-----------------------..-------�------------------------ F REMOV -3 G TO FACILITATE CONSTRUCTION. 61, ' i 4YA7ER LINE _...._ v -____._.r_......_._,._...._.__�.•"-Y`"'.-'..._.._r . rv—.. a r'`t:^=—ti�✓sms.nw2w.-gib..—�a _ - ,A• _ 7 ,rC _ _...._:.-_._...._ __. _......_.._..___-.-_..__ .-._._..--- ....__.- p6_..^--^" '."—'�' O SAN SWR end,6 CENTER ONE FULL SECTION OF w+ ROW c�+ sv, ro,rrrl H sT :..a OR SAN FM PIPE (18' MI N) ON WATER LINE. CENTLINEEPIPEE(181'MIN) ONOSANFSWRTER OR SAN FM. ® REMOVE AND DISPOSE OF EXIST TREE. EXIST POWER POLE TO BE RELOCATED OR PROTECTED IN PLACE. CONTACT OWNING UTILITY. 0 CAUTION EXIST SBC UNDERGROUND �4 DUCT BANK IN AREA. 6` F ::1 •xi > i -qi iaJ � .. F SYMBOLS Ir o PZT%lTT7T771 PROP FULL PIPE SECTION I�XX m PROP BORE & JACK j NORTH -H TR T S EE PROP AUGER , 1 , 4 j 1 , f I I , I , i No. D APP. ) ATE REVISIONS NOT CE: AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 ................... ____�. 24 UTILITY LINES SHOWN i 1 PRIVATE sXAlg�,7� I �• I f B'Fp-12.941E> i Date., , RPOINT ENERGY/ELECTRIC FACILITES 22 1 ? I i I (TCj REMAIN) 3 I ? APPROVED ONLY FOR CROSSING UNDERGROUND DUCTLINES. UNLESS I 1 i r , t j , ! OTHERWISE NOTED.) VALID AT TIME OF REVIEW ONLY. _ _ : t r _ _ ! ..... ._. . _..._._ _.__.. __.._._ _ _ .ACILITIES ONLY. .._� __,_.. __ .. r. _._.___ ,--- 1 i 1 TORE VALIDFORUONEEY AR ' 1 rr A C 1T F o _ _ I Q 20 r 1 I i I ___.__.._. .__......__. ._.......... ...._.. ._._.__..,•__...____.._, _____.__._ �__.._ _.._.___. __..____.._ ._ _ _. .. - ._ _-_____.___ ,..._ .__,_,_ 20 Data: ---•— , i % F ? "" tO " - NTERPOINT ENERGY/GAS FACILITIES Ln T i , ? i _.._..__...._ 1 " I { 1 ss ' ` i , , —j - GAS SERVICE LINES ARE NOT SHOWN., • j �. ( f i i 1 448" STM4.,.., ,. —I I •-'• + t ' _,.. Q ! ! I Q I' jj i t I i f f ! Q Van.Uewiele OF Tom\\ 18 is ' f?,','._ I� ` i I t I i i - ; i ! 1 .Engineering S�P� e.�slll W ; f. - ; ! N Incorporated........, Cj t J I ; i { i LLI ` I ..:. DANIEL P. SWONE Z j %% i EX OITC FL(S) , L+1 I I ? ! 2925 Briar ark. Suite 275 �••••• ..................... / m EX DITCH FL(5) 4 ( z P H i ' s 770 -377 -- -- — _ __ ------ - a + , Houston. Texas 42 8 / 16 16 --- _ _...... __. _ _- ___....-- _ -- •- -_ _ _ ww. van ewt e I e e com ._I_ _ I 7�7 � � e it , .,s 713/782 0042 4, c D .. (TO-- ---r ( REMAINtT w d n t 1 i J _ - _.. - , •, '"` -•� -----�•--••—• �- —{ � TexasProfessional Engineering U � ; i y 1 i ? ! .._c_ _.... ..__ .. ..----.. _ ...... .. ... �-. ......-------- . •} -- � �� _�� ry� t � = T' _ _ + . F i rmRegistration No. F 148 3 PROPI 4" SAN Ft� j C� Q , 1 I ly ►— of L A CITY OF Ltd. PORTE ; a a , ,o , i I I I i I I _._..__ . EX 8" SAN U14 `s' `,, 604 W. FAIRMONT PKWY. ! _ I r-EX 8' SAN .:Wn � i _. _.__ __..--_-_-----._..._---•_.._.._._.. i i i � 020•> FAX, 281 47075005 ` __i-, (TOR LA P N 12 � _(�EMAIN-I—I -- { S 1 1! _ _I--_-_ i _ . .. ..:...... .....:. _ .. ! LARGE DIAMETER SANITARY? T 50 _.;-. �_ —�__ __.__.__.._' _..__ 12 TRUNK SEWER SENS ROAD OWN: r FROM NORTH D STREET TO NORTH L STREET,& OTHER UTILITIES NORTH H STREET; AND NORTH L STREETS° I 00 i I ; 1 i + ( AP": 10 , N 10' cq iNORTH H STREET PLAN AND PROFILE o ? { } STA 5+00 TO STA 10+00: eq aolo 8 i ; ; I I i 8 e sLL 5+00 6+00 7+00 8+00 9+00 10 +0 0 ( SHEET' of . NOTE : 100-YR FREQ FLOOD PLAN EL= 21 . 0 i i f i 1 r: 1 i I () rY/)F�TRIt6"P r I 11611 NORTH H ST ROW t}65, rivi?f.: Ls'wc i pVc-t6.6G to)F —iB...a11:0.} 1{OP,TH 20 10 0 20 • I (TO REMAIN) „__ a SCALE 1"-20' I i f- TQ- REMA LN 1 _�. __ _ ___ O tw- + 1 LEGEND 0 f / Lf) . -...._.-. . . ... . _ __________.._-.. _ _.____ _....._ �-, �_ _�.r � 10 CAUTION EXIST OVERHEAD ELECTRICAL S ,d _. _._.... . , ----:, .....,• .. .-,m,--m---•'--->m----rm----•-1„r-- .,, ,----.••,�„---- >m••-' � _. .,,, ... r, ,:.... •••,__.,_ --, ., •- --»�,---�;,,- ' FACILITIES IN AREA. V) O EXIST ASPH PAVEMENT 00 11+00 a 12+00 13+0o x CL 14+00 r�c 1s N CAUTION EXIST UNDERGROUND GAS _.. _ . �__- , _.. �.._. __ _ r FACILITIES IN AREA. Li l o N Lv 26' AUGER ti 33 LF °D 25 LF _ _ 33 LF 30 LF Z 0 REMOVE AND REPLACE EXIST STM PIPE r ,u, ..., nr V .L'lL--;.- ----•t!L__J4 r.0 —llL F _.-_ ....ur...__.___ ._.._ ....._.._.._. _.'_•eL.._.._-_.�1it-.__..._u.:<_.___.:J._... ._c�_. _I rnr nr. nn , r � .`.-. .._ .. 40 REMOVE AND REPLACE EXIST PVMT Po� .a. .-sAN FM -tip DETAILS SHEET 42.r 1 ?I , I _ { aJ (} T3G"RCP -------- -----� _.._____.__ ._--_--__.-----'--.__._. �< 42 f<' 5 REMOVE EXIST _z". ..._.__ ._.._. .. _ ._....---.__, _._. _________.____----___._-_ ___._.___--...____- _-----__.__._..___.___.______.__--'----------•-----_._ ._ __.. _ _.__._____ R FENCE WITHIN ROW AS Q ,a. ;ry tr.r• C-;; F>: 36"RCP '`�L,r 5,. !<CFI+' EX�12'RCP O T WATER UN Y__...._-}-• _ _ _ _ _ "- WATER LINE J TO FACILITATE CONSTRUCTION. _`:..._•_-__Y-,. j ".--Cl•1_J'-"•' \ �." l-,-_.._..._.._, _'_..__ •.._...._ _• _ _ _ -__—_•� --_ _ r.e.f.......(....-_.t___.1- _ _. —...1_,..(ro-...it3..i:'ti.� _ _•-_ __J+-._J •{-J__,..A._._.. ✓�»,!( ,\�_. .-.r_.._._.. ._._ _......_r_ e_ _�._ ._-._.�—n_.. r r...� I �`_._._.... .. --- ...t�_.::.�....,...r:4. . ` n 1d • — PP - 11702 HORTH H ST CENTER ONE FULL SECTION OF SAN SWR �ROYY OR SAN FM PIPE ( 18 ' MIN ) ON WATER LINE. �7 CENTER ONE FULL SECTION OF WATER LINE PIPE ( 18' MIN ) ON SAN SWR OR SAN FM. ® REMOVE AND DISPOSE OF EXIST TREE. ri EXIST POWER POLE TO BE RELOCATED OR PROTECTED IN PLACE. CONTACT OWNING UTILITY. © ION EXIST SBCUNDERGROUND DUCT BANK IN AREA. c w q L 6• 2 O N C X 4i SYMBOLS Yh - jI PROP FULL PIPE SECTION i IXXXX $7 PROP BORE & JACK NORTH H STREET PROP AUGER i I J i No. DATE REVISIONS APP. NOTICE: AT LEAST 46 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR 24 ( I EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-456T f _._._ _r..._.________ -----_.______. - __ __ _.__ _ .._ 4... PRIVATE UTILITY LINES SHOWN t I i s i 1 ;; I } i ` { fSTA 14+_59,771 _ ! i � �X �AP1 tJH—_"i._ C� NERGY/ELECTRIC FACILITES ote:f/7f 6 FL=15•2_4(S J (APPROVED ONLY FOR CROSSING UNDERGROUND DUCTLINES. UNLESS t i ; NTERPO E ( i OTHERWISE NOTED.) VALID AT TIME OF REVIEW ONLY. ?2................................. 2 .. t (TO REMA I ) , ! ; 1 f ? A OVED FOR SBC UNDERGRO CO FACILITIES ONLY. 0 i ; ( i —_.___ . 7 TURE VAL ONE YEAR r ID FDR i S : t J i Iii - (� . _. i I" "' ' 20 Z CNT ENAS FACILITIES ._--..-_.. . , : ;e-„A, t ? : , O_ AS SERVICE LINES ARE NOT SHOWN.I i. -f.... �_.�...—....—_7 I I j I : i �- I i s r 'i )f 11 ' i� ' 1t } VanDeVV1ele i. 18 (� t - ., �� � OBL 111 i , I t ' ' 1 1 i i D .En eerxn /..y4 .. l\,•qs I1 �. _ � tlnB! 42 s posted i i r 11 T 1 I w r .....DMEEL P.SR:EGNE.:...� • Z ; : + r i CS . .i F . , _ .. 3 j 1 i I EX 1 2925 Briarpork.arpark. Suite 275 I•••• ./ t-1 ' EX I�SITCH FL(S) I i o I I 4 Z / / I ST Texas 77042-3778 e1� )--� 71a3/782.0042 g / 4 .���// - 1 J .._ ..._ -; �]" 'Nl.. : ..-1 T._._._..{ , -._.___._�__._� __.,__...__-..,__.I •i 'I ,� h m i Y `~� �� ; ! I _j www.vandew i e I e—eng. com , • '.. 4 L / e 1 _. . ... ..-. ... .. . ..,..... .... . ....., . ........ .. . . . . . . ..•, . _ ...: ,_..... .._.__.__. _ ....._......_----._. .-___.._-.._.. ._._._.____...__.L.,..._..___..._...____-_.,.........___. _.»....._.__._. ._.:-�-tea.,_.__._. - ._ _._., .. - .. .. . .-..._._. .....-. . . _... . ._ ._.. ... _. ._ _..... . . .. _ Y, R i , f"" 1 exas Professional En Inearin � ---.-. ... ... --- = _ Firm Reg i strat i 6 — a -' CITY 1^ S E 0 Ii :t:JL :_....___ _ __ _. SAN } •�, Q of OF LA PORTE _ r �.. F 14 ` — — ; 1 I _ — 3 i s i 1 i I LA PORTE�TEXAS 775 1 (• 4 f i - PROP 4" SAN FM ( I i ! 'E"`"� 281-471-5020. FAX: 281-470-5005 12._ ._ .. . ,.. . ._.. . ..... ... _ «. ,. . t"` C _ ... .,. . .. _...., .... ... ,. .-.-..... . .___..,._.__.__ t �...______ `--__._._........_-_.. _.____._.__..._...__}-..._ .__....._.........._ ...-__....._.__._ ...__..._..._.. .. ...: 12 - AD OWN: LARGE DIAMETER SANITARY TRUNK SEWER SENS RO FROM NORTH D STREET TO NORTH L STREET, & OTHER _ y ! r ; UTILITIES NORTH H STREET; AND NORTH L STREET two° I 1 I ( 1 ! I o z I I i ( I I APP D: 10 r I j , : I 1 ' HHSTREET MN ≤ 1 PLAN TAND PROFILE Data: 0 1 f 1 i I STA 10+00 TO STA 15+00 { I I t i I } 8 10+00 11 +00 . 12+00 13+00 14+00 15+00 SHF£T: PR orj rnvi� i i 11_I, I •c NOTE : 100-YR FREQ FLOOD PLAN EL= 21 . 0 I i , ft ; OUT L ALCOHOL PIPE LI NE E EX4. 5 EXXON L'SI LE FL i s i 1f (it)t356_1866 I� � i-8�fi-•5.37szn0 ' K' + t! r, :,' P 111 NORH. I_ ST ' ROW } I 11809 NORTH L ST I 20 10 0 20 77 T I 11611 NORTH L ST t t 1 E13 NORTH L ST _ N. . .. _.._...... _..-„_.�,-.,r-,••-,•-+-•,-••-.,---•.-�---••_.�_„-.,.r -w---•Y-,�-'•r-•,---�-- ---�--i ; - . - - _ SCALE 1 20 • tTO REMAIN) -, . F4, O i1,1TF"iiNk !_ x-- ,'. O -•:. ..".._..--..__.._._.._�.»__._-SX•z:.,6gN•.&ViP _ ....__......_. ._.. ___. _. ... . -. .f.:. RT-+Qk.GR __.,a.._ _.. _.... ._ .�� —. ._:_.::. _ .,..___ .._.._.. —_ _ __ _ __� _ _ _ � — _ .._.. . ...... � T2EMAZRT _ �5 = LEGEND MAIN) s.,. .._ ._ ...:•- -""a.. ...._..�_..._:._.._:_- e_.....,...-..-t__..__.___�y,.n.•_+`.----.. • � . . _n_�_....n._�.-..i�___n__._n�e__s_�......n__.,...�..—..n_.,. - ` :U.,. .._..,.—. ti..._F .9 4^''.•'_'�.'_-.'. i Tt:4ca OVERHEAD ELECTRICAL ;;._._. ..._ _.-.,;,._.----__. ._- ------ , ,.., _ , .....-. 1. } ,, -- -__.}�A•.--.._7�f�.-"__TA)_._'_.^m'._-----17/'-__ .__yr/t-'--- CAUTION EXIST � �� '�" F � ' '-"�`' • Q FACILITIES IN AREA. Ir 3o EXIST ASPH PAVEMENT ® CAUTION EXIST UNDERGROUND GAS 00 11+00 i 12+00 x a 13+00 14+00 1g (n -- _______ �--' FACILITIES IN AREA.T/W rRE- 3 4 INVERTREHAB TO DIRECT FLOW ��-. TO EX 8"SAN SWR (E ) p Ci....._,....._ ^1L,____SL...__..:�/..___- !4L__._ Fnr uq _1' "y41/.\..._.......__/• 'r ZL _ -.__._ SL.-._._''U.-_._.._.,u__....__✓.-.__._.lit L..._..._..L:::_...__.ut_._._.. _ ._.__+L•.,_..- _.j ..._.ac:_ ____(I.. -- ,`/.._.....-_.J4 -..-__u__-. -.....-.u/1 {u nu -__WL____1RI f11f�r•. f Jj. ._., ♦ , .....- - :r . .._...•..—_...',_..._...- —. ... - •:' YF.-'-YY._`! 1VYvl 1�--1^_Y_` r v _ _-. r _ v v—•� � v-+.--v—,.•—r_.^....,.__ i r 1.17.i,r�,.. ._,�..�,,,..r-..; -_ter._ _ t _ _.� .- __�--,-..._•r--v—v—v"---r -1.t+y .. —._.._�.E—' .—•{----E- ';�fr-- —f- ---{ f ---E T � � �._.._._. r„ab---__T'. _ .,a._ _- =-. _ - ...:c..---.. .f--. ..�..__...._....--- ..-_.r. `;�'___ _. .._p_ _ � _ —�--'v---r 6ffi. u 4 REMOVE = ROP SA FM � (TO BE ABANDONED) AND REPLACE EXIST PVMT i � = �---�--- }--t--- �- = SEE DETAILS SHEET 42. („� _.... ..�: _ _ __•_. 1.'STM - .__...._.__..__._____.....___._-._.._. ._ . _._..___... ....__.�.� _ .______________.....____.______.. -_�,% t.-_.-_--_-_-.TEX 36"STM --._--_-.__-_-.._-_._..._.......__..__.__.._.._..... ___-__-_....._.__. .___.a._...._.... ._..._.____..__..... _. ____.._ .__..._.-.... ._.__. ..._.i..._______-.________..___________________________..______________________________.._________.{.--__..____.__ V _ � 1-- ®5 REMOVE EXIST FENCE WITHIN ROW AS ,-•ti._, tT0 REMAIN ) _._,.... _,_-.-�--•- ----' -...._.. ...__�._.._,.. . __... __� _-.�.�>,.__-^-._^___^__. _._ ...__..._. .._.. _ ., .l_.4..-. _... ._./ . .__.. .._ �..__ _.4_..✓._..I 1 R Q TO T TCONSTRUCTION. Q E ' D FACILI A E CENTER ONE FULL SECTION OF SAN SWR { OR SAN FM PIPE ( 18' MIN ) ON WATER LINE. � `ti�TA s+se. Gzr, 3u. ;;_.fir: ROW - s11+33.56, EX SAN MH(1001 J ' 0 CENTER ONE FULL SECTION OF WATER CAUTIONI 'FIELD LOCAT EXIST RIM48. 8a LINE PIPE ( 18 ' MIN ) ON SAN SWR OR SAN FM. 4.5 EXXON MOBILE PIP LINE • (TO REMAIN) BEFORE CONSTRUCTING PROP 4" SAN FM ® REMOVE AND DISPOSE OF EXIST TREE. " Q9 EXIST POWER POLE TO BE RELOCATED OR CONNECT PROP 4" SAN FM TO SAN MH (273) PROTECTED IN PLACE. CONTACT OWNING UTILITY. (SEE DETAIL SHEET 39) 0 CAUTION EXIST SBC UNDERGROUND DUCT BANK IN AREA. f i SYMBOLS . 1 /////////21 PROP FULL PIPE SECTION IX XXX-R1 PROP BORE & JACK � 4 , NORTH L STREET rm-t7TF�1l PROP AUGER 1 ,22 t I t , i I i � I t ! i i h I I }r H - ., s. No. DATE REVISIONS APP. f I E I I i ; t NOTICE: rX ±( RDWY j ) I tt t j 4 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR - _ _- _ 1 - - - L _ * __ - _ - i EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 1 20± L. ___,_._ -.._..----.M _j_,._.._._.,._..___.___..____.-__._L.__ _ .._ _ _______. _. __. .. VA UTILITY LINES SHOWN 1 i I 1 i p 1 RPOINT NERGY/ELECTRIC FACILITE Oate• � 'Y> 1 8 . . I'- f i . I .._ . ._. _._. ............ .. .. . ... .. ........ . . . t I APPROYEO OIA.Y FOR CROSSING UNOERGfl011ND WCTLINES. lRd.E55 .. . ... , ........... .._ .. .. _.. _. _.. ... ...;.. ._.. .. _. . .....,.. ._ .... .. . :_._ .._...-.___..._._...._....__...__._._.__..1-__..___..__......_._))_..._......_..___...__.�__...__.....-_......__. - ___.._........__ ( -_._.._..........- ' 1 8 ISE .) VALID AT T31E Y. I ERW D OF REVI O i, / ; r I I f �._r - �i AP VEO FOR C N ERGR COND FACILITIES ONLY.. J•_. _ O i ? i j i i 1 `-F_X X11 I t µO ± .. S TORE VALID FOR ONE YEAR a JnL'.X L'SL.1 G STNI ,16 O r • i ' , , I-t , ,) 1� 1t��� : . __r-- ,'_ .. . F , : : : ,, 1. ._ ._ .... _ .. . - .___ r.._ _ ___ - _ ` 16± t�_. ..- ... S@dtN) EX" I1F FCCSI / (TD REMAIN) { �+ 1 I I y I r I ___- i- - 7 _ i C C C OINT ENERGY/GAS FACILITIES _. i`: t i _,__ __ _. _.�. .r. _.-.-_._._. ._ _' ___ .--'_ _ ._ _.�I -_.___.._..__-.__• _-.___._. _..__ ._..._...., I (-- ,--••-.-.1.....•_ , 1 II EX 30 I i r . AS SERVICE LINES ARE NOT SHOWN.I ti Y ta;CH SS) .-- i Q i ,., - i ( -`I'F ..._..:... . - _. . ...._i .__ .. .. ..._ ....._..-- - .. ... _ i 5T1d(td;-• �` _ -- _._._.—_ — , i (n •l .• .,:ls l : . i !�, W PLOP 4�S� �M � T j -_f r _:.; t __: .. .:. .:-:.- ---- :- ---:- -- -'; _.....----_ ... -_ �` .�s...__ -_�-. - I— �.�_J -..._. _ ��. � eerl �*.• � •*4 fiXITCH tDt) ! ' t 1 I i E\ { isH F! —_".__. .._ ° __ —_ �•_,— DM€L P.SIA�ONE Z Hou5tBriorpark. Suite 275 �.... . ...... :..j .. FX 4'' SAN FI.1j'""- ± i ± _. , " .... ..... __ '. —•�---'''-' —i _--------'-- ------i-� •— 713/782-0042 Q±:• / ����� v ''` - - -k — ! -i — www. vandewiete-eng• com 1 5 ' ' - 12 ,� 1 .. DETAIL SHEET 39 ) j; t Registration l No i neer i ng �( Z i 148 7 1 I �m Q I __ i of CITY OF LA v I i g ? ._.....--'-----......... - .. ..._. _ SAN :≥WR._"_ f - I •A. L PO� ,-- RTE 1 0 f N ) _ (TO REM ) {-�� _ - _ __ r r - N-? i 10^• ".�.a E`X.C.,N� J�7't[•-tit-_ --�,.—•..--_ ........_.�.,�—__.. _ r I EIL EV NF V) f--- _ . _ __ _ _._. U l I 1 AI m i I ' sTA 8 s6.ss.3 30.5'RT i i `± 604 W. FAIRMONT PKWY. 1 i I LA PORTE, TEXAS 77571 i IEx SAN n„1 , flout/27.3 ) i tI 281-471-5020• FAX: 281-470-5005 EX 8 10. 74 (E) $ { __ .. I LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD OWN: ( �4-. .._. .- _^- - NORTH L STREET, & OTHER 8 - FROM NORTH D STREET TO 1 i ] t i UTILITIES NORTH H STREET; AND NORTH L STREET° . f 1 ! Ir i i t ! I I Na ._L-------------±_-----±----,--j---_ ._ - a_ _..._ _.._•..�..___..._..__. _.. _ _ .__.._..__._,.___1_._._ 6 NORTH L STREET l I ; PLAN AND PROFILE 0 STA 10+00 TO STA 15+00 ( I s _ 1 , ( Project No; Y M O 10+00 11 +00 12+00 13+00 14+00 15+00 Er' - - e Ep S»\ /\�\� kI.i � . ... � N'i 100' ROW '9i i I -24' EX RDWY(: i ill ! it I iNo AI. rLuu J j AND ABANDON 2-6"X45°BEND.AB ! j .+ ! PROP 10" SAN II 1 ri ' SEE !SHEET,; 22 i M x i 34 ;r xt i • Cn ° i 2 1� Ei �, { fit U o a :3 CI 1D j L11LIL •.. t�. 1 E SHFE IF to I ' 1 II Iti I, ' I < I I _ I i PROP 4' ID SAN M (12 ) E SHEET 22 II i > CL r . to C4 ' z (J ' PROP 10" SAN L).! ' SEE SHEET 22 ' I ..a {'..; I .0 . o UMO 4 »Ri. W. IN: — -� 1-6##tWET CON 1-6" cur. UG I AND ABANDON J 24 X45•BE .AB 17 WATER RAIN SEE SHEET 22 --- -- i W r J .� N 0. 1-6�' GVJaBOX ' w T- I I > LU `- y Cn _ = Z _.� I II 1 ' AN MH(269R) PROP 4'ID S :::x I' J' I I SEE SHEET 23 i I, 1 SEE SHEETS i j, rn { 100' ROW 24' EX DWY " ,. 1`, t '! I _,PROP 12" WATER MAIN i I SEE SHEET 23 toll SAN HEFT 23 _.I,._.__--._...,.. 35 I.F I Vr., wl•: /PRi)P 6"W.L. it .i,) ,>�--1--- 2 IILw 1 ti -­4 - I 9 10 { u I I � F, � I i { I If I ' cr. i I , i!� f I 1-6"WET CONN 1-6" CUT* PLUG AND ABANDON 2-6"X450BEND.AB PROP 10" SEE SHEET 1GO, 124' Ei RD1 { G { { p "W.LY SUNSET RIDGE STREET IPLAINBROOK STREET 1 ! 1 f s I I i I I r i { ,• _ ..._.- ' 1 J I 1 � . � auTt+ Raw ! I ...;..........__..._.._.....�....._..___....__..._� --._.._._.___,_...� @NURTH�RUW_...h__._... t_...__ /........ ..._. _ _ _.. _-. __ .__.___. i_..... .__..._.._i I i r , ti i I i ROW1 _ J ESIST DITCH ^(S ( j 0 C14 „ EX 6 WTR _._#.....,....___,__;..__..._...-_-___..i .....___ `.._._._,_____. _.. i....__,_ (.TO BE ,._. a0NE01 ABANDONED)_ f`FI5T:3ti•'C12L`V.. 1 , LR ` a ;if PROP 121, >F.6"W R ,...,• t E _. ....-_. .___.,.._._._ _ i__....._.....:_.__.. _ ..__.._ ....,._._-_._ ......:......._ ..... SEE.SHEETN23i. PROR 12" EXI5'f.6"$AN. ' WATItR MAIN j SEE;SHEET 22 1 ExrsT s"SAN. PROP 10" .SAN OF PIPE SEE. SHEET _----.--._. _ 2 ...._._._. _....._.._...... _.._ . i J SEES SHE�TS23 µ ELEV =.9.00 4;6"X450NDS`MATH 1 1 4-6"X45•BENDS WITH RESTRAINED) JOINT PIF�E 11 RESTRAINED JOINT PIPE } ;12 CLR i j ?PhOP 4'ID S ( R) I SIEE SHEET 2 TOP OF P ELEV s 6 IT OC.I LOC. 6"1 ) PROP 12" WATER MAIN SEE SHEET 23 20 10 0 20 1 SCALE: 1"-20, 1"6" OYABOX: LEGEND 1� CAUTION EXIST OVERHEAD ELECTRICAL FACILITIES IN AREA* 2Cj CAUTION EXIST UNDERGROUND GAS FACILITIES IN AREA. 3Q REMOVE AND REPLACE EXIST STM PIPE AS NEEDED. 4� REMOVE AND REPLACE EXIST PVMT SEE DETAILS SHEET 42. REMOVE EXIST FENCE WITHIN ROW AS REQO D TO FACILITATE CONSTRUCTION. z © CENTER ONE FULL SECTION OF SAN SWR w OR SAN FM PIPE (18'MIN) ON WATER LINE. Ln r- 7� CENTER ONE FULL SECTION OF WATER LINE PIPE (16'MIN) ON SAN SWR OR SAN FM. V REMOVE AND DISPOSE OF.EXIST TREE. 09 EXIST POWER POLE TO BE RELOCATED OR PROTECTED IN PLACE. CONTACT OWNING UTILITY. ©0 CAUTION EXIST SBC UNDERGROUND DUCT BANK IN AREA. SYMBOLS V-ZZiIA PROP FULL PIPE °SECTION PROP BORE & JACK I I I I I I EM PROP AUGER ( i i ( i No. DATE REVISIONS App. NOTICE: ? AT LEAST 48 HOURS BEFORE EXCAVATING`IN SdREET R.O.M. OR 20 EASBUTS CALL THE LOWS STAR NOTIFICATION 713-n3-J567 _._..._;___.._.._..__............. PRIVATE UTILITY LINES SHOWN s ERPOINT ENERGY/ELECTRIC FACILITES { i APPfl0YE0 ONLY FOR CROSSING UNDERGROUND OUCTLINES. UNLESS 18 OTHERWISE 0%D•I VALID AT TIA£ OF REVIEW ONLY. - j Q ( I At'IXUVLU FOR 56C UND RGRO ON 7tAUlLI I IES ONLT. D - �^T� ( sI tlwE VALID FOR WE YEAR ' i..._._.. .... _... RAUT I Y NDT L I AS Uan.L�eWiele —^oF �•,, I ' 14 JF'22�1ileet'11i �r�,�PZF:.......!Fkgsltl ... { i .. .................. .. P. SiEIME 2925 Br i arpark. Suite 275 q •••,®AI@FJ ..........•... Houston. Texas 77042-3778 SB19 713/782-0042 12 www.vandewiete-eng.com ---- `----- - • •,----•- •-..... -. .- Texas Professional Engineering ,P P 12" ! Firm Registration No. F148 D SEEESHEETN23; �F .L A CITY OF LA P RTE 10 604 W. FAJRMONT PKWY. LA PORTE,TEXAS 77671 --"'— 14-6"X45• END$ WITH 281-471-5020t FAX: 281-470-5005 J RESTRAIN D JOINT PIjPE 8 LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD DwN: -.1. - ? FROM NORTH D STREET TO NORTH L STREET,& OTHER i I ( UTILITIES NORTH H STREET; AND NORTH L STREET acv: , t I .._......... _... f _ _._... _.. ._- ._ .._._.__. _j .__..... __.,._ ....... WATER LINE LATERALS SHEET 1 OF 2 Project No: i 4 { ; , R� 80' ROW NOR H L StAKET PROP 4"SAN'FM ' SEE SHEET 30 _..___...it K �. i c N0. 7 .�,. EXISTING LS 1 �r _° �• II"q" REPLACE IN KIND SEE DETAILS ON -� SHEET 43 ,( 1 1-2"BLOW OFF W%LBOXASSEMBLY i 1-6"x2"TS&V f i `k...... , : 35LF PROP 2" WAT R I ; � I " CUT. PLUG &ABANDON ' "� SERVICE LIN EXISTING 4 SAN FM {_' ' I ;,• �' 1 ,I I EXISTING LS N0.20—__�o i fll i'' J REPLACE IN KIND Y° z i I ` i ; I" SEE DETAILS ON J! SHEET 43 w LLI ., �` ` "� 14i 1-2"BLOW OFF o _ VALVE ASSEMBLY 1 + W/ BOX ---- -... , j J n' "Ltj Iv ; I tli ' 'fir: • i iJ •'�O Z� , !R c 80' R 0 W NORTI-' !PROP 4"SAN FjM ISEE SHEET 2 I I fi W I 1 I; UJ ! rr co+ • I i _;ii II I PROP 2" TER SERVICE II NE +1 It o 'I o PROP 5' ID .SAN MH(28.2R) "x2"TS&V 1-6"WET CONN PROP 36" 1-6"x45"BEND SEE SHEET 1-8"x6"REDUCER 1-8"X450BEND 1-8"X6"TEE 1-6"GV8BOX 1-FH, 17'RT 1-6"CUT, PLUG NORTH L STREET INORTH H STREET CONNECT!PROP 4 SAN FM TO PROPOSED 1-2"BLOW OFF 4 YARD R I P I N G : VALVE ASSEMBLY w/ BOX ..........,......._ .... \ _..._... ... .......... . J 11 - SAFM w \ `RESTRAINED JOTNTS +, 20 5-4"x90°;BENDS PROP 2" WATER 18 _ _ SERVICE LINE 01 I !i; l 1-213LOW OFF II;Hirt VALVE ASSEMBLY I (SEE SWEET 26) - _ - - . 16 PROP 2' WATER SERVICELINE (; (I. w/ B X i; 14 , J; h PROP ;4 "SAN FM SHEET 30) 11i Li j IJ11111111111i (SEE (TO BE ABANDONED) j PROP 6" g ;} • .. I _.,.._ 1•H LEAD _. E SHEET 3().._,.._.. ,._._..... _..__.,. f( _ __.._.._. _..._._...... .......... ..... ,_, , P:ROP 4"SAiN FM (TO BE ABANDONED) i j;' I NV WE r ,tE: ,. = .. a; _ I ('SEE SHEET 26) _ -- + Ifi REPLACE IN KIND SEE DETAILS SHEET i3 { 12 1 ? _. .........: .............. . .............. , I I I. i , J 10 PROP 36" SAN SWR z SEE SHEET 18• - I }{ oa �M 6 ... .. .. ..... .. .....,..._..... ........... _...,. ._ _, .. .......... ....,.. .. ..._ .... , , u M U ' ^`aAN_i_ Ei `rrrt�l� rL =1)0,9t -I f. to ELEV- REPLACE IN KIND ; �o to 4 SEE DETAILS SHEET 43 rt m c w: "eMUD -" EXIST FI �EN§, ROAD `i t PROP 12" K! WATER MAIN SEE SHEET 18 ,I I , 1 10 •" it I $. •.I + t 1-8" GVOX C0 LU 07 <a `- 20 10 0 20 SCALE 1"=20' LEGEND 1� CAUTION EXIST OVERHEAD ELECTRICAL FACILITIES IN AREA. rJ2 CAUTION EXIST UNDERGROUND GAS FACILITIES IN AREA. �3 REMOVE AND REPLACE EXIST STM PIPE AS NEEDED. REMOVE AND REPLACE EXIST PVMT SEE DETAILS SHEET 42. 5� REMOVE EXIST FENCE WITHIN ROW AS REQ'D TO FACILITATE CONSTRUCTION. © CENTER ONE FULL SECTION OF SAN SWR OR SAN FM PIPE (18'MIN) ON WATER LINE. U7 CENTER ONE FULL SECTION OF WATER LINE PIPE (18'MIN) ON SAN SWR OR SAN FM. �8 REMOVE AND DISPOSE OF EXIST TREE. O9 EXIST POWER POLE TO BE RELOCATED OR PROTECTED IN PLACE. CONTACT OWNING UTILITY. 1�0 CAUTION EXIST SBC UNDERGROUND DUCT BANK IN AREA. SYMBOLS V1/1"-Al"I71 PROP FULL PIPE SECTION G M PROP BORE & JACK NORTH H STREET' I I I I I rT-1 PROP AUGER s s No. DATE REVISIONS NOTICE: AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 \ 20 __.... ._....... \ _........ .. ......-,__...__._. ,.___..... PRIVATE UTILITY LINES SHOWN ' ,r•E:.T$1'•24"C;ILV. i CI'�'V "'— '' ' Dot 7y TERPOINT ENERGY/ELECTRIC FACILITES ` p (APPROVED ONLY FOR CROSSING UNDEROROUND DUCTLINES. UNLESS — — — 1 O OTHERWISE NOTED.) VALID AT TIRE OF RE EW ONLY. a9 s, I i ..�.. Dote: i AP VED FOR SBC NDE GRDU CON T AC[LITIES ONL SI if VALID FOR ONE YEAR , C NIERPt;INT j16 5 "WTR i tTO BE ABANDONED) Van1:)c Jlc1c �L€ 14 pIncorporated IST'36"CVLH. ,_ ) PR1,7P 12" ': l 2925 8riarpark. Suite 275 ...DANNELP:SIMEONE ---- r�� WA AT MAIN Houston. Texas 77042-3778 /e 5 1 ! SEE SHEET 981 71si7sz-0042 P'• :' www.vandewiele-eng.com OF PIPE 12 ....... .......... ... ... _ ..._ _.,.... ......_ ... .;,..... -. ........_ .,.. , __ - - .. . ,..... Texas Professional Engineering OLEV 13.20 Firm Registration No. F148 tj op 4-8"X45°BENDS WITH RESTRAIIJED JOINT PIPE F L (y12'y OF LA PORTS p , i i i r` i 10 a UITI SBC CbNOU I T604 W. FAIRMONT PKWY. {APPRI)x.t.t]C.I ' LA PORTE, TEXAS 77571 12'GLR i 5 CLR 'e""y 281-471-5020; FAX: 281-470-5005 ...._.... _....._.... _._ .. .. - SE AD DwN; 8 LARGE DIAMETER SANITARY TRUNK SEWER NS ROAD - FROM NORTH D STREET TO NORTH L STREET,& OTHER UTILITIES NORTH H STREET; AND NORTH L STREET c0z APM ' '........... ...... ... _' .. .__._.. _... ,._.. rr. I O WATER LINE LATERALS IP& IT !SAN M11289R) Dato= SHEET 2 OF 2 0 } APP. > °' 27+00 SHEET: No; f rt { G' k M 4' L. e= 7 N VALVE BOX SHALL NOT CONTACT PIPING NOTE GATE VALVE BOX FITTINGS, VALVES AND PIPE JOINTS SHALL BE SECURED WITH MECHANICAL JOINT RESTRAINTS. THESE RESTRAINTS SHALL BE EBAA IRON 2000 PV FOR FITTINGS AND EBAA WATER LINE IRON SERIES 1500 FOR PIPE JOINTS OR APPROVED EQUAL. WATER DISTRIBUTION NOTES: 1.PRESSURE TEST OF WATER LINES 20" DIAMETER SHALL BE AT 125 PSI FOR A DURATION OF 8 HOURS. PRESSURE TEST OF WATER LINES GREATER THAN 20" THII-811 OCKs6tLul�r N156eML IIB DURATION OF 8 HOURS. NOS'. uNaeltr+a®ENtINywL�Awr,�16e.1�LTeEtyr®a SHALL BE A.T 150 PSt FOR A 1. SEE CITY OF LA PORTE STANDARD DETAIL CONCRETE SLOMM AND IMPE1f4Y M'rOAVOID BONDING . 2. G' MIN. FOR MAIN DIAMETER $20' 12' MIN. FOR MAIN DIAMETER 524' 2-FIRE HYDRANT THREAD SIZE: PUMPER CONNECTION 4-492 SIZE = 4.492" 3-ALL WATER METER BOXES SHALL BE NOS MODEL NO. D15AM42—DISB OR APPROVED EQUAL -BOX NEEDS TO BE COMPATIBLE TO NEPTUNE PRO —READ.) LOCKING — LIDS WILL NOT BE ACCEPTED. WATER DISTRIBUTION MAIN 4.PROVIDE "UNI—FLANGE" OR APPROVED EQUAL PIPE RESISTANT AND CASING SYSTEM ON UNDERGROUND PRESSURE PIPE SYSTEMS. BEDDING & BACKFILL FOR OPEN CUT TRENCHES THRUST BLOCK DETAIL VALVE BOX INSTALLATION DETAIL 5.PROPEWATER CORNERSHOULD OR BEDPLACED INBEELINE WITH THE (N. T. S.(N. T. S..T.S. FRONT LOT CORNERS, OR AT PC OF CURB RETURN IN ) ) (NMULTI—LOT SUBDIVISIONS. PROPERTY LINE LOT LOT LOT e I�-1 •-01• 1 -0 PROPERTY LINE METERS —1 .SEE CITY OF LA PORTE MADECN THIS ZONES col STANDARD DETAIL EXCEPT FOR PVC FASTTAP " BLOW -OFF & H C L PIPE TAPPING SCHEDULE ORINATION TAPS ARE MADE IN VERTICAL POSITION WIDE BAND SINGLE SADDLE CURB OR DUAL SADDLES SERVICE TAPS SERVICE LINES (N. T. S. ) 4" SEPARATION (MIN.) GENERAL NOTES: 1. TWO SERVICE LINES MAY BE INSTALLED IN SAME TRENCH PROVIDING 4" CLEARANCE IS MAINTAINED. 2. MAXIMUM ONE METER PER SERVICE CONNECTION. CURB WATER MAIN FINISHED GRADE SERVICE LINE 18° MIN. SERVICE LINES Aq�R METERS - PROPERTY LINE APIR OR SADDLE IEL) LOT LOT LOT 46" w PROPERTY LINE v I B" ADAPTER C1 (AS NEEDED) � 0 En SERVICE CONNECTION NOTES THE MAIN SHALL HAVE A MINIMUM DEPTH OF 48" BELOW TOP OF CURB GRADE. THE WATER SERVICE LINES THAT ARE INSTALLED BEFORE.THE COMPLETION OF STREET _ CONSTRUCTION SHALL BE LAID IN THE SERVICE DITCH AT THE SAME ELEVATION AS THE SYMMETRICAL WATER MAIN OR A MINIMUM COVER OF 48" BELOW TOP OF CURB GRADE. AT THE PROPER 45' LOCATION FOR THE METER BOX, THE METER (CURB) STOP SHALL BE RAISED TO 18" BELOW HALF SECTION HALF SECTION UNDER TOP OF CURB GRADE WITH ENOUGH EXCESS TUBING TO RAISE THE STOP AT A FUTURE DATE UNDER PAVEMENT NATURAL GROUND � . r TO 6" BELOW TOP OF CURB GRADE. � LOCATOR WIRE TO BE PLACED ON ALL MAINS AND SERVICES. (MIN. 20 GA. COPPER) REIRED) PER SSTANORDDSPECIFICAATIONS - --- - %' SINGLE METER SERVICE LINES SHALL BE 1" MIN. I.D. C.T.S. POLYETHYLENE, SOR-9. PAYE{ R erriT11RA1.� :. ", CONTRACTOR TO FURNISH AND INSTALL DOUBLE SERVICE METER BOXES AT FINISH GRADE. %VAVAVA•' ' �' y FIRE HYDRANT ASSEMBLIES SHALL NORMALLY MAINTAIN THREE FOOT CLEARANCE FROM BACK OF CURB. i .' 1rM '..•;.,, REQUIRED ASSEMBLY SHALL INCLUDE ONE LINE SIZE BY 60 TEE. ONE SIX INCH - JJ �!i J_ J . GATE VALVE AND BOX. ONE FIRE HYDRANT AND SIX INCH PIPING AND TIE BACKS. sTeDRaoE - J^'�/ _ eE►�stg WATER VALVES ON MAIN LINES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO EXTENDED PROPERTY LINE AND SHALL CONFORM TO AWWA C-500. OPEN LEFT. EQUIPPED WITH A SQUARE J-J- J- J- J- J- i - _ -�_! _J . J OPERATING NUT. .1.1 .! �l .l .t !J' . I I J- J- J' j JJ i J" �/ `) �l -I�lJ I '"PAVEMENT j4 BAILS O 24- ./ EACH WAY WATERLINES 4 INCH THROUGH 12 INCH I.D. SHALL COMPLY WITH THE REQUIREMENTS OF AWWA STANDARD C-900 CLASS 150. SDR-18 WITH CAST IRON OUTSIDE DIAMETER. F CATlaru Jj J J= .F� !WIN.FITTINGS. tg-' ALL CONCRETE THRUST BLOCKING SHALL BE PLACED TO FORM A SOLID CONNECTION BETWEEN VALYES AND FIRE HYDRANTS AND UNDISTURBED EARTH. CONCRETE FOR THRUST -BLOCKING SHALL HAVE A MINIMUM (IF 2500 P.S.I. COMPRESSIVE STRENGTH AT 26 DAYS. `('`I'GRAY SEE STD. EXPANSION JOINT DETAIL. IRON AND DUCTILE IRON FITTINGS SHALL CONFORM TO AWWAC-110 AND END JOINTS SEE enTE.2:' .'•'• :'•5 '.; '6`x6- d (14w X 14w) WELDED WIRE MESH ND TOP OF EACH VALVE BOX OF FITTINGS AND MAIN LINE VALVES SHALL CONFORM TO AWWA C-111 FOR RUBBER GASKETED JOINTS. ORAY'IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED OR EPDXY 1O8' CONCRETE BLOCK ONLYCOATED. AT EACH FITTING THERE SHALL BE EBAA IRON SERIES 1500 FORCE-flESTRAIN7 oES 7C(50) ARE LOCATED IN ROADS rIDE SLEEVES.•, i LKSPR�DE gQU�E ALL FIRE HYDRANTS AND VALVE BOXES ARE TO BE ADJUSTED TO FINISH GRADE AFTER OPT T(NG NUTPAVING NO PENTAGONALMORE IS COMPLETE. THE LOWEST HORIZONTAL FLANGE OF A FIRE HYDRANT SHALL NOT BE THAN 6- ABOVE THE SURROUNDING NATURAL GROUND AT ANY POINT. tiE:;i TE I' WJam ADJUSTABLE CAST IRONHING AND GATE VALVES TOINSTALL CONCRETE BLOCK BENEATH FIRE HYDRANTS BEFORE PLACING CONCRETE THRUST PWG RISER do VALVE BOX A STANDARD COUNTERCLS�K- BLOCKING TO INSURE THAT FIRE HYDRANTS ARE INSTALLED LEVEL. (OTRYPIACACL,V.C.W�RESttJENi SEATS.CONTRACTOR ::•.'%Z:';. ( SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS 48 HOURS BEFORE START OF CONSTRUCTION. 1 90' BEND 45' BEND 22k BEND TEE PLUGS Z A 8 AID A 8 A 8 C 0 16" 10` 9' 1 TO- 6• 8- 10" 12' 10" 21- 8- 22' Ir 12" 13- 8- 10- 13- 16- 12' 29. 10" 26' 17' 14` it 10- it it 20' 14" 36- 12" 29- 21" 16' 21" IT- IS- Ir 24" 180 41' 14' 35' 24- 190 24' 1 12- 20' 22" 27" IS!J72- 9— No. OATS REVISIONS APP. Van.Dewiele - Engineering Arc;.'E OF TFpslIl Incorporated ; * ` r.............................. P 2925 Br i arpark. Suite 275 I DANIEL . SI EONE.•••...................•••• :• ? Houston. Texas 77042-3778.10 / 713/782-0042 1 www.vandewiele-eng.com„* Texas Professional Engineering Firm Registration No. F148 of L A CITY OF LA PORTE U m 604 W. FAIRMONT PKWY. 71E Xcns' • LA PORTE, TEXAS 77571 DSS -DUAL STRAP SADDLES LARGE DIAMETER SANITARY/ WBSS WIDE BAND STRAP SADDLES TRUNK SEWER- SENS ROAD OWN: - DWBSS -DUAL wIDE BAND STRAP snooLEs FROM NORTH D STREET TO NORTH L STREET, & OTHER TYP I CAL3/4" THROUGH 2" UTILITIES NORTH H STREET: AND NORTH L STREET a(v: SERVICE ARRANGEMENTS TAPPING SLEEVE & VALVE. ^, (N.T.S.) (N.T.S.) APPn WATER MAIN SERVICE SIZE TYPEAND 314' DIAMETER 4" CAST IRON OR DUCTILE IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 4" ASBESTOS (EXISTING) CEMENT WBSS WBSS DSS, WBSS DSS, WBSS 4" PVC (AWWA C900) DSS, WBSS DSS, WBSS DSS, WBSS DSS,, WBSS 6" AND 8" CAST IRON OR DUCTILE IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS AND 8" ASBESTOS (E (EXISTING) CEMENT DSS, WBSS DSS, WBSS DSS, WB5S DSS, WBSS 6" AND LE IRON CAST IRON OR DUCTILE DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS (AND 8" PVC C900) AWWA DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 12" CAST IRON OR OR DUCTILE IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 2"ASBESTOS ECEMENT ASBESTOS DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 2" PVC �AWWA C900) DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 16" AND UP CAST IRON OR DUCTILE IRON DWBSS DWBSS DWBSS DWBSS �6"AND CEMEESTOS EXISTIN6" DWBSS DWBSS DWBSS DWBSS AND UP PVC �AWWA C900) DWBSS DWBSS DWBSS DWBSS WATER LINE DETAILS'° s 1 OF 2' o+ c Project No: N U. SLEET: I HALF SECTION UNDER NATURAL GROUM HALF SECTION UNDER PAVEMENT 3' BACK OF CURB NATURAL GROUND�l SOD PER STANDARD 'X -PAVEMENT DR 3' INSIDE ROW SPECIFICATIONS WIA&II HYDROLOCK REOUIRED -SUBGRAVE FACE TO STREET g a >' qk/ 6. FLANGE 6" F.H. BRANCH (LEAD) GATE VALVE t; q� MIN GRAVEL OR Go SLIPO i :\ BROKEN STONE FLANGES ()III AROUND PIPE • STAKE VAT R MAIN PROPERTY LIKE SPRING LINE 12, CONCRETE THRUST BRACIN �H12• IN JOINT-,.,.. MIN CLASS 084 CONCRETE 7N FINISHED GRADE 60 JOINT INSULATION KI CONCRETE THRUST 8 A I ILL ANNULAR SP�� 180 X iS' X 40 CONC. P CLASS OBw CONCRETEiv .. AS REQUIRED BY CON • 7 BENDS NOT TO EXCEE TAPPING COLLAR OR MANUFACTURERS SADDLE (STAINLESS STEEL) RECOMMENDATIONS . EMBEDMENT •MATERIAL ELEVATIONSTANDARD DRY SCITT( *4 PVC MAIN SPECIFICATIONS 4'-6' MIN. LENGTH OF THE AUGER PIT F ADAPTER NIPPLE. REO'D. LENGTH, WITH ADAPTER. CURB STOP & STEEL INSERT CORPORATION (SINGLE SERVICE) STOP & INSERT ELEVATION I' X I' X 1" X 7 1/2" SPREAD OY' BRANCH WITH 2 CURB STOPS. ADAPTER. d STEEL INSERT (DOUBLE SERVICE) H GRADE NATURAL GROUNDZ— 0 I" I.D. FOR SINGLE SERVICE 1" I.D. FOR DOUBLE \Y//Or 'A%W A • SERVICE (POLYETHYLENE) % BACKFILL PER STANDARD SPECIFICATIONS 6 I;A PLAN* NOTE: A I: � -.7? -\ 1�.'x \ A 2"X 2"X 24" STAKE :... SHALL BE PLACED IN THE SURFACE DIRECTLY ABOVE AUGER HOLE WYE. STAKE SHALL BE EXPOSED 6" 8 PAINTED BLUE. —011][w —LINE. NOTES so MIN I> ).FIRE HYDRANT BONNET AND CAPS TO BE z EMBEDMENT PER STANDARD PAINTED SHERWIN-WILLIAMS BB66-Will SPECIFICATIONS BRIGHT WHITE AND THE BODY SHERWIN-WILLIAMS tI66 E39 SAFETY DRANGE. 2.USE MECHANICAL JOINT FLANGES AND NAMI 3. FITTINGS. BOTTOM OF AUGER PIT WATER DISTRIBUTION MAIN ESAA FORCE -RESTRAINT SLEEVE SHALL BE ON ALL MECHANICAL JOINT FITTINGS. STANDARD INSTALLATION AUGER PIT WIDTHBEDDING AND BACKFILL 4. ALL FIRE HYDRANT SHALL BE MUELLER SUPERSECTION CENTURIAN 250, AMERICAN DARLING OR OF FIRE HYDRANT SERVICE CONNECTION AUGER PIT AND AUGER HOLE APPROVED EQUAL. T. GENERAL NOTES* • 1. PROVIDE STEEL TAPPING SLEEVE AS PER WATER MAIN SPECIFICATIONS. 2. WELD SHALL BE AS NOTED IN WELD SYMBOLS. NATURAL 3. INSULATING KIT IN ACCORDANCE W17H WATER MAIN STANDARD SPECIFICATIONS. ANIVAgaw FOR LINE TO PASS OVER AN LID MY ALSO BE FURNISHED WITH A LAPPED EDGE OBSTRUCTION RATHER THAN UNDER MUST HAVE ADEQUATE COVER AND BE APPROVED BY CITY ENGINEER LP1? 0 1) EXISTING OR PROPOSED A/C. CAST IRON. DUCTILE IRON, PVC WATER LINE ';I� STEEL REINFORCINGSADDLE HINGED READING LID O 4-'X7-* WPROX) STEEL FLANGE 2 OBSTRUCTION 5'MIN (TYP) SELL/FLANGE CONNECTION TAPPING VALVE (TYPICAL TRANSITION) (BOTH ENDS) z STEEL SHAPED NIPPLE DIP WITH RESTRAINED JOINTS COVER $NAP- IN t t I OR PVC C900. DR14 (200 PSI) LOCKING MESS I PIPE WITH INTEGRAL RESTRAINED JOINTS (TYP) 4 45- RESTRAINED JOINT BENDS LID SUPPORT LEDGE MAY BE OF EITHER No. DATE REVISIONS APP. 01� STEEL PIPE varIlDewicle Engineering OF . ........... Incorporated % NOTE:• AND COATINGS TO BE t1wL4TING 2925 BriarporK, Suite 275 . ................... 01 Z ....... DANIE.L.P SKONE ..... .. .. . . ........ I . MATERIALS IN ACCORDANCE WITH WATER MAIN Houston, Texas 77042-3778 * 5 19 STANDARD SPECIFICATIONS. 2. RESTRAIN PIPING (5'MINIMUM) BEYOND THE PIPE OFFSET SECTION AS REQUIRED '�x�% 5.1 N IN. KIT 2 713/782-0042 www.vandewiele-eng. COM TO PREVENT MOVEMENT. Texos Professional Engineering Firm Registration No. F148 PIPE OFFSET ALTERNATES Ft L �Z CITY OF LA PORTE 1. DUCTILE IRON PIPE WITH APPROVED RESTAINED JOINTS. 2. PVC PIPE AND FITTINGS. Li M A. PIPE -AWED C90D DR 14. 200P5I WITH INTEGRAL PVC 3*X4' PIPE SLOT 604 W. FARMONT PKWY. RESTAINED JOINT. 12 PLACES . LA PORTS, TEXAS 77571 B. FITTINGS -DUCTILE IRON EPDXY LINED AND COATED. WITH ONE-SOLT TYPE RESTRAINT. 281-471-5020; FAX: 281-470-5005 LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD OWN: C. NOT ALLOWED FOR LESS THAN 4 FT OR GREATER THAN 20 FT OF COVER OR FOR DIAMETER GREATER THAN 12 IN. FROM NORTH D STREET TO NORTH L STREET, lt OTHER 3. ALL DUCTILE IRON AND PVC PRODUCTS MUST BE LISTED ON CITY OF LA PORTE's CURRENT PRODUCT APPROVAL LIST. UTILITIES NORTH H STREET; AND NORTH L STREET cm, TYPICAL PIPE OFFSET WATER LINE DETAILS scow SECTION FOR WATER MAINS STANDARD PLASTIC STANDARD TAP (N. T. S. METER BOX TO 2 OF 2DDts 5/8" AND I" METERS STEEL MAIN Projed No., (N. T. S. I (N.T.S. I SHEET-1 OF +'t i FINISHED CRAM I M I 1 SEWER PIPE PLUG (TYP) W . 15� Z� RPLAia EXISTING lAN MANHOLE REPAIR MALL PENETRATIONS EE PLAN WITH STRUCTURAL GROUT (TYP) I'TAP AT TEE 45• ELL FOR VENT PIPE 90- LR ELL PLUG \ EAST JORDAN IRON WORKS. INC. P.O. BOX 439 EAST JORDAN.M11.49727 i-BOD-874-4100 FAX 231-536-4458 ORAWN DATE SMM 10/17,100 APPROVED DATE MANHOLE COVER PRODUCT NO. 41418062 CATALOG NO. V-1418 REF. PRODUCT DRAWING 41418042 EST. WT. COVER: 160 LBS OPEN AREA N/A MAT'L SPEC, COVER - GRAY IRON ASTM A48 CL358 LOAD RATING HEAVY DUTY 11/q` LETTERS I" DIA 4 ��In—\\\� /� / HANDLING HOLE n�lA SgNITAR PICKHOLES 11/4' LETTERS MW�A •e CDA (4 EA) 1" DIA VENT HOLES ON 183/4" DIA BOLT CIRCLE PLAN 'TOP VIEW C MACHINED SURFACE 0:V-1418 � D SECTION A -A ntONuvvNtnAO rats! Invtn) 46• WYE BRANCH BOTTOM VIEW TO DIRECT FLOW FROM SAN FM TO EXITING GRAVITY SAN SWR `d "M ♦ SLOPE _ --- (TY ) EXIST GRAVITY SANITARY ISEE PLAN) EXIST INVERT SEWER PLAN) VARIES _ _ _ _ IEEE PLAN) - PROP 8' SAN SWR PROP SAN — A 90• LR ELL LEAD.(SEE PLAN) MANHOLE PROP 4' FORCE MAIN 'a ;° PROVIDE BEDDING W/DROP i SEE PLANT 4 ,q C FLOW AND BACKFILL TO (SEE PLAN) WATCH SANITARY SEWER COVER SECTION MACHINED SURFACE 4, T SANITARY SEWER FORCE MAIN TIE—IN TO EXISTING SAN MH SANITARY SEWER LEAD AND STACK EAST JORDAN IRON WORKS. INC. P.O. BOX 439 EAST JORDAN. Mi. 49727 1-800-874-4100 FAX 231-536-4456 DRAWN DATE SBB 01/07/00 APPROVED DATE V-1418-2/1234 FRAME PRODUCT NO, 41418216 CATALOG NO. V-1418-2/1234 REF. PRODUCT DRAWING 41418216 EST. VT. FRAME.- 105 LBS OPEN AREA N/A MAT'L SPEC. FRAME - GRAY IRON ASTM A48 CL35 LOAD RATING HEAVY DUTY 24"/32" DIA. MANHOLE (SEE PLAN FOR LOCATION & DIAMETER) (SEE PLAN FOR LOCATION 8 DIAMETER) FRAME AND COVER DETAIL (N.T.S.) (N.T.S.) , (N.T.S.) I'/FT MIN _ _ NOTES: HALF SECTION UNDER , SLOPE TTYP) r NOTES: NATURAL GROUND HALF SECTION . i ♦ !. DEPTH OF MANHOLE DETERMINES SECTIONS /'� UNDER PAVEMENT RESILIENT REQUIRED' 1. DEPTH OF MANHOLE DETERMINES SECTIONS NATURAL GROUND f"(Q REOUIREO. 7 PAVEMENT CONNECTOR 2. PRECAST CONCRETE RINGS SHALL BE PROVIDED IT Qw.THE 2. PRECAST CONCRETE RINGS SHALL BE PROVIDED LEAST FORA HE 12"• TADJUSTMENT HEIGHT OF A7 TOTAL HEIGHT ON THE FORA COMBINED TOTALADJUSTMENT IG HEIGHT T E AT ADJUSTMENT RINGS SHALL NOT EXCEED LEAST 12". THE TOTAL HEIGHT OF THE j.a � d� ADJUSTMENT RINGS SHALL NOT EXCEED + i i IA '.•' . ' H 3. MANIOAE WALL THICKNESS FOR DEPTH EXCEEDING ^' �RAOE a 12'-0 SHALL BE DETERMINED TO MEET LOADING N? 3. MANHOLE WALL THICKNESS FOR DEPTH EXCEEDING .N Aj �� j i 1 1; ' ' •' • •"'•` CONDITIONS• MIN THICKNESS 5". , #� CONDITIONS. MIN TTHICKNESSOSIO MEET LOADING A is 4. MANHOLE DROP AND INTERSECTING PIPES SHALLBE INSTALLED ONLY WHEN CALLED FOR IN PLAN 4. MANHOLE DROP AND INTERSECTING PIPES SHALL iAND PROFILE DRAWING. " BE INSTALLED ONLY WHEN CALLED FOR 1N PLAN �iTA� IAi 1-":_"'., :'•' w AND PROFILE DRAWING. Ii i /h a. S. SEAT MANHOLE FRAME IN SEALANT PER •- �a`1 ,J/,. �♦`s(•' )� f��) a a SPECIFICATION. ` 5. SEAT MANHOLE FRAME iN SEALANT PER .1/i fly f��� (� T� �1 ATM IN, 12' NIN o: 6. ECCENTRIC PRECAST CONCRETE MANHOLE Q •'� SPECIFICATION. ; i� ♦i 1. ��i T-A I ITT !)'A A?� (SEE NOTE U • •2'-0" (MIN MAY BE USED. ••. •• I '-' 6. ECCENTRIC PRECAST CONCRETE MANHOLE . +� '�^'� `�- .•. , T. OMIT CEMENT MORTAR WHEN MANHOLE IS g MAY BE USED. c 6' BASE A --• (•• LOCATED IN PAVED AREAS. i f T. OMIT CEMENT •''. '• EXTENSION AVETAR WHEN MANHOLE IS 8. MIN REINFORCING IN THE PRECAST CONCRETE a LOCATED IN PAVED AREAS. BASE SHALL BE # 5 0 0 EW RESILIENT • ' S. MIN REINFORCING IN THE PRECAST CONCRETE••` • BASE SHALL BE # 5 0 8 EW. � SPRING LI - S. PROVIDE BACKFILL TO MATCH ADJACENT PIPE ,' CONNECTOR ie TRENCH BACKFILL PER SPECIFICATION. I-2'-0' (MIN -)I 1TYPI 9. PROVIDE BACKFILL TO MATCH ADJACENT PIPE i FOUNDATION PLAN F'�1 i"/FT MIN SLOPE TRENCH BACKFILL PER SPECIFICATION. JOINT .-TYP) 3"(MIN) ABOVE:•• NATURAL GROUND 32" DIA STANDARD MANHOLE .. ILL ANNULAR SPACE NATURAL GROUND FRAME AND COVER SEE DETAIL AS REWIRED 32" DIA STANDARD MANHOLE FOUNDATION PLAN - •,', '••• :'•;.••: SQECIFICA710N •, Ta MCEMENT ORTAR FRAME AND COVER SEE DETAIL CMOPTAR AUGER PIT N , (SEE NOTE 7) (NOTE 7) = ` IDENTICAL 3'f MIN) ABOVE PER SPECIFHW ICATION DRY BOTTOM z SECTION NATURAL GROUND DISTANCE BETYEF]I W = NATURAL SEE NOTE 5 TWO RUDER PITS °1 Q LENGTH OF THE AUGER PIT SEE NOTE 5 SEE NOTE 6 GROUND e " CONCENTRIC IDENTICAL ADJUSTMENT RINGS ELEVATION 4'-0 DIA TRANSITION SECTION TO BE COMBINED NO. DATE REVISIONS APP. AS NECESSARY 4SECTION -- (NOTE 2) FINISH GRADE PER CON AND SEALED WITH NATURAL GROUND STANDARD SPECIFICATIONS NOTE.- Vann 'eVV iele =OF r��\ APPROVED SEALANT = ADJUSTMENT RINGS w Y(// �- ♦♦EWA ♦••`�`t, % ........... ex711 DIA' TO BE COMBINED AS V` 1i'� ^ r `l�� 1. SELECT BACKFILL FOR RIGID PAVEMENT( .Erigtn.eerr..ng ,; 5; s 1' '< J T-� T♦ JL♦ 1 ��� FLEXIBLE BASE MATERIAL FOP ASPHALT /#:1 NECESSARY (SEE NOTE 21�I' w `�� Incorporated ' .. AND SEALED WITH c 1 iT MCI �` 1 �,�M TA/ M 1 PAVEMENT. Irncorpora. Led .. z APPROVED SEALANT .fi. 1�.(i `tom •!� 1 /...:......................:.. i I la / DANEL P.......4E / RESILIENT �, ! . / 1 . .( BHCKfILL MATERIAL AS 2 9 2 5 Br i arpark . Suite 2 7 5 /•••:•••••••••••••••••••••••; ••• Q CONNECTOR TYP SEE NOTE 9 ♦�J 1� FOR ENCOUNTERED 501 1 / ,,TYPICALSHOWN FOR Houston. Texas 77042-3778 /1 581 Q PREMIXTCOWCRETE fry ` j CONDITIONS SEE DETAIL 713/782-0042 F INVERT = w m WWW.vandewiele-eng.com c� 4'-0' DIA ,(h 1if,1'P .(i v �• PRECAST I I c z 15N, (iT♦ ;.� I • Texas Profess l ono l Engineering CONCRE w w rc a PRECAST CONCRETE j♦♦` i ♦� �` ♦ Ftrm Registration No. F148 BASE > zo BASE SECTION , SECTION •<, e ; ,� s'b` w PRECAS' OR PREMIX ;•: ° ' .• .?. G A.e V\ • CONCRETE INVERT .::°: :;•• AUTMROLE of LA CITY OF LA PORTE q .�, ' �F,'•i 'e, • ,A rL A. RE'i1L.-ENT '(g. •' (FILL SPACE AS REWIRED)- W> CONNECTOR (TYP) /` m O N I o _ _/ .• O SPRING LINE U 604 W. FAIR N MO T PKWY. N iv ,4 6' 'MIN ESORMBEi FNT M ERRIAL A6"SNCH "ex LA PORTE, TEXAS 77571 m FGUNtYAT3ON MATERIAL AS PER PROVIDE 6' BASE 6 ~- FOR ENCOUNTERED 90[L 281-471-5020; FAX: 281-470-5005 SPECIFICATION EXTENSION fTYPI_ a • , • , _ • .. ' o CONDITION SEE DETAIL 3 ,. :; • •• "-_ . '.' . • . • • ��__�• : ••'• � � LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD wM: SECT SPECIFICATION MATERIAL AS PER PROVIDE 6' BASE sor7aN DP AU ER PIT FROM NORTH D STREET TO NORTH L STREET, & OTHER J t W T UTILITIES NORTH H STREET; AND NORTH L STREET DEPTHS FROM FOR .E ' COVER TO INVERT SECTION SECTION GREATER THAN 15 FT �' AO APPI) " SANITARY SEWER DETAILS Be* SANITARY SEWER 1 OF 3 SANITARY SEWER SANITARY SEWER DoW 5'-0" TO 8'-0" DIAMETER 41—0AA DIAMETER PRECAST BEDDING AND BACKFILL MUG PRECAST CONCRETE MANHOLE AUGER PIT AND AUGER HOLE PrGleGlla: IL CONCRETE MANHOLE 000 N (N.T.S.) (N.T.S.) (N.T.S.>1 A W B C D E SAN MH INTERNAL COVER DIA COVER THK CLEAR OPEN FLANGE DIA FRAME HEIGHT CATALOG NO DIA WIDTH 23'/2' 11/2, 22" 321/4" 41/2' V-1418-2 4' ID 313,411 13/8" 3011 41 " 8" 1234 5' $ LARGER ID I I% t s I 1 ' I t 0 N� a; rnai NOTESM 1. REPLACE EXISTING SERVICE NOTEv ' FMN[SNEO GRADE LINE TO EXTENT SHOWN ON PLAN AND PROFILE DRAWINGS, OR AS SPECIFIED. -- 1. REPLACE EXISTING SERVICE LINE TO EXTENT SHOWN ON 2. EXCAVATE 4 REMOVE EXISTING PLAN AND PROFILE DRAWINGS' OR AS SPECIFIED. , SEWER AS �_ UCTION. OW RECONSTRUCTION. TO ALLOW RECONSTRUCTION. FULL - BODIED TEE FITTING N FULL - BODIED TEE FITTING I Pi SEWER PIPE MATERIAL PEA SPECIFICATION SPECIFIED ADAPTER . EXISTING SERVICE LL/N AM E SEE DETAIL PLAN S' MIN CLEARANCE SEE NOTE 1 PLAN / WHERE PAVEMENT NORNALTFiENCH MOTH REPAIR IS REOUIRED FINISHED GRADE "� tTY ) SEE DETAIL WHERE PAVEMENT REPAIR IS REWIRED SEE DETAIL DRAW J..,/ J..,• J~ J-/ J-/ J- JN J^' J-/ _ / // // // //// // // // Ji �� /.!i Ji , /� �i . i . i . / / i J ✓ J , i - �i J ' J > 1 ~:i J / Ji i STORM SEWER ADJUSTED SERVICE LINE (OPTION NO 1) TRENCH BACKFILL /_ / / / / - / / / / / ! J- / - J'^ /J=✓ / / MAT,• TIONS -% /J-/ / I �� /J'=/ / i/ / J-✓' .}^>' "'� -✓' J-J' y 1 1 1 -�l (/�( 1 - �/ SPECIFICAIAL /\~� / /\1 in 7RExCH BACNffIII / (/ //! /ih MI1TE{IAL PEA - / .,/ -✓ -✓ J-J J J J- -✓ SPECIFICATIONS / Jr ^I- A000STED m J �" J-� ' �i ' J-�" J'^' ' �i J-'- J~' I J-/ \ J- J-/ J�'•� J^' J- J-� J-'/ J-'/ J- ((OOPTTIOONN NOM2) f[' SEWER PIPE PLUG - J"^i /!i/ii/ Jy \�'•�/// /��/J..,/�I,✓/J;/l �� / J- / / / J•- / / / J -J /._ J-✓- J� 1 '/J% �J-✓' J-�' 1 /% J^r J 1 / / / / / / / / /_ / IN RUBBER OASKETEO / SELL / y - / _ w %/ /J=✓ �!/J� /J=✓ TP[PE SEWERSPECIFICATIONPIPEMATERIAL / - JyJy / - J-/ - Ji/ \I �•+' J-'//\1 1J % ii/ ' PER S• BIN CLEARANCE SAME INSIDE DIAMETER AS EXISTING SERVICE LINE \I-/ J y I - J-/ - J-/ -✓ .-/ / - / - - / _ J'-/ -/ / _ \y ti \I^/ J-/ i •y / /\ •\ / J/ EXISTING SANITARY SEWER SERVICE LATERAL , ': z,; : ,;.j::(� 12' � .: � // � / - � / _ _ / Jy y 12• "IN SPECIFIED ADAPTER 0 �•,dau •' EMBEDMENT AS -' `' • i •: SEE DETAIL ::.:..:...:. ..:..:.... _ REGUIRED FOR SEWER IXiSTINO • • " SANITARY SEWER 6' MIN --EXISTINO SERVICE LINE i AT BOTTOM OHL 45' 'STREET' ECIFtEO ADAPTER COUPLING •' � ' -A MIN EXISTING SERVICE LIME AT BOTTOM ON.Y i ELBOW (TYPI 4ELBOWStTYP ECIFIED AnWWTER CDA-LING BUILDING LATERAL TOOPPROVIDE SLOPE ' VERTICAL STACK - - MATCH EXIITEN . ' M CROSS-SECTION OF SEWER EMBEDMENT A$ AT SERVICE CONNECTION NEW SEWER AEOUIRED FOR SEWER CROSS-SECTION OF SEWER AT SERVICE CONNECTION SANITARY SEWER SANITARY SEWER SANITARY SEWER SERVICE LINE RECONNECTION SERVICE RECONNECTION WITH STACK SERVICE RECONNECTION FOR STORM SEWER CONFLICTS ON NEW OR REPLACEMENT SEWER ON NEW OR REPLACEMENT SEWER (N.T.S•) (N.T.S.) (N.T.S• ) NOTESE I'-G• MIN 1. PLACE AND COMPACT EMBEDMENT _- AND TRENCH ZONE BACKFILL PER "°�S DETAIL MAY BE USED ONLY FOR DRY STABLE TRENCH CONDITIONS PER CON STANDARD. SEE STANDARD 9' 9• SPECIFICATIONS. OTNEFFCCAONOIOTNI! FOR REWIRETENTS IN iv I • 4 o B'OCEW 2. MIN RE A�IH WIDCES�IA9LL BE PIPE 00 PLUS ANd• FOR THE NOMINAL PIPE SIZE: E •4 , d' C •,� 45' -Q._.�_ _. (TYPI NOMINAL PIPE SIZE _A' ® ®• _ -••A 4 .4.r A '4 .4 •♦ a •� 4 • d z ° )DER To0 �• 36' b 4 •d . 'd4 • d d• 1 '.d d ,'4 :A 'd 3. �EATF�.RETHANWIDTH TRENCH MIOTN e PLUS 24 INCHES. UNLESS OTHERWISE NOTED. - - ~ EXISTING PIPE _ _ - NEW BAN SVR PIPE 4. ALTERNATIVE EMBEDMENT BACKFILL MATERIALS FOR FORCE MAINS MAY BE ALL' .A. '4 4 .4 ',Q SPECIFICAID. ONSTANDMD .e a •'A' s ; •A• 4 - 4 -4 '.4 •d '/ s •4, 4.•' 4r ,•4 .4.' �• 4 SPECIFIED ADAPTER N CLASS 'B' CONCRETE A SYMMETRICAL A80UT (TYP) PER SPECIFICATIONS HALF SECTION HALF SECTION UNDER UNDER PAVEMENT NATURAL GROUND LONGITUDINAL SECTION PAVEMENT. BASE ANDSUBGRADE PER NATURAL GROUND STREE CUT DETAILS , FULL TFENCH WIDTH RANDOM ", d 4 a ' . 3I / BACKFILL IN PER � /.I)•' / STANDARD 4ga'i1�+-d < TRENCH ZONE // J-•/'`I-�I SPECIFICATIONS // . G '4 • d 4; d d•. /•/J,,, BACKFILL PER STANDARD No. DATE REVISIONS APP. , •� / - J- ADAPTER d 1 4. • -1-- T'.A•4 • TJ VaneVViele D d.•.d d / Engineering o+-'oF . ytiPtE.. .,rFx�si1lN • 4• 4• INITIAL Or d. .4 d d d- BACKFILL Incorporated 4.4 .•A• 4 �4., A.�� ,'* .... ......*..', ..... I DDWEL • • d .4. '44 • d,'d • A TRENCH WALL (TYP) CEMENT -STABILIZED 12" 12' SPRtN6 LINE SAND EMBEDMENT 2925 Br; arpark. SU; to 275 P /'••;,'••""• ..... /IN 4 D S'OCEW (SEE NOTE 4) (MIN) �O IMINI Houston, Texas 77042-3778 5 19 N Awo CLASS •B' CONCRETE HAUNCNING 713/782-0042 •r www. vandew i e 1 e-eng. Com f _ EXISTING PIPE T2 BEDDING Texas Profess i ona I Engineering NEW SAN SWR PIPE Firm Registration No. F148 SECTIONO TYPICAL CROSS-SECTION 4r�d OF L A CITY OF LA PORTE �;•n -4 u, m 604 W. FAIRMONT PKWY. LA PORTE, TEXAS 77571 281-471-5020; FAX' 281-470-5005 LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD OwNi FROM NORTH D STREET TO NORTH L STREET, III OTHER UTILITIES NORTH H STREET; AND NORTH L STREET° APPD� SANITARY SEWER SANITARY SEWER DETAILS SANITARY SEWER PIPE TRANSITION FOR 361 BEDDING AND BACKFILL 2 OF 3 DDT SEWER AND SMALLER (N. T, S. PrDjctMD; (N.T.S. ) SHEET: ' of 51 F i F' I� p! i�. Yi s i 4 k fl' e= f M-. u �w k: gWg� i kc F C O d N � U M as Or) oho § pr 'J'P.1` # 6 (TYP) t 2 - # 7 AS SHOWN 2 - # 7 AS SHOWN NOTE: MANHOLES 5 8 6 ARE SYMMETRICAL. TOP SLAB — PLAN NTS SECTION "C—C" NTS RIM EL = 21.00 RESILIENT CONNECTOR (TYP.) 8"SAN SWR LATERAL-� FL = 11.35 #6 BARS a 8"OCEW (TYP) 2" STANDARD MANHOLE RAME & COVER SEE TANDARD DETAIL i 00 SECTION "D—D" NTS NOTE: SYMMETRICAL SECTION FOR SP( RIM EL = 21.00 (TYP) PIPE CLAMP (TYP.) (SEE DETAIL THIS SHEET) #5 BARS 12"OCEW RESILIENT CONNECTOR (TYP) (TYP.) -2-8"PVC ELBOW 8"SAN SWR LATERAL FL = 11.35 C � # 6 BARS C 8"OCEW -\ INVERT EL = 4.50 I 6" CLR (TYP. )-j (TYP. ) ION O M 32" STANDARD MANHOLE FRAME & COVER SEE STANDARD DETAIL - co k(T PIPE CLAMP (TYP.) (SEE DETAIL THIS SHEET) #5 BARS Q 12"OCEW (TYP) 2-8"PVC ELBOW D BENCHFELRTRSO /-INVERT EL = 5.69 > ,� O d It CLR V240FL= 5.69 12"d 36" FL = 7.09 #4 REBARS 12" O.C.E.W. HOOK BARS INTO BOTTOM 3" 12" SLAB 13'-0" j12 2" MIN CLR 20 3/8TTHICK 316 SS P Q � WALL (FOR SPCL SAN SWR MH 5 d 6) 0 0 loll (TYP SMOOTH TRANSITION " TO 36" DIAM. PIPES GROUT MH INVERT TO MEET SAN SWR PIPE FLOWLINES SECTION "A —A" SECTION "B—B" SPECIAL SANITARY MANHOLE 5 SPECIAL SANITARY MANHOLE 6 NTS NTS 1 RESILIENT CONNECTOR 12.E 7' -7 " GROUT BENCHES (TYP.) (TYP.) SEE SECTION C-C 10" 12" a`n RESILIENT CONNECTOR 10 zz I 21 ­9" N wn� rl MI N I ( SUMP #4 REBARS 12" O.C.E.W HOOK BARS INTO;WALL GROUTED 4'-3" BARS (TYP.) INVERT(TYP.) SEE SECTION C-C 13'-0" WEIRFWALLC ti (TYP.) I I Z T _ I ( 15 -0 4 31 �" rr SUMP _/ I I < 21 4" .� 10" 12" 8"SAN SWR LATERAL 1 LATERALy)R B PROP SPCL SAN MH (5) PLAN P (SEE SHEET �IT) (TOP SLABS REMOVED FOR CLARITY) (SEE SHEET�17) 45'LT NTS 1,1" DIAM x 10" 316 SS AAlCHOR BOLT & NUT (TYP) -FLEARANCE HOLES FOR /2 * 316 SS ANCHOR BOLTS OUTSIDE RADIUS OF 8" SAN SWR LATERAL + REQUIRED THICKNESS OF GASKET 1" MIN (TYP) 2" STi3AP x 3/8' THICK w 316 SS w 0 W a PROVIDE NEOPRENE GASKET BETWEEN 8" SAN SWR LATERIAL REQUIRED AND METAL SURFACES. PIPE CLAMP DETAIL NTS No. I DATE REVISIONS APP. VanDeWiele-oF r•,� Engineeringfx�s��+ Incorpora�eed ; * ` *Fd r...........I................ DAWEL P. ONE, / 2925 Br i arpork, Suite 275 •••:.................•••••. a Houst on, exas 042-3778 �/ 713/782-0042 www.vondewiele-eng.com Texas Professional Engineering Firm Registration No. F148 0 L Ao CITY OF LA PORTE -i m 604 W. FAIRMONT PKWY. LA PORTE, TEXAS 77571 281-471-5020; FAX: 281-470-5005 LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD Da: FROM NORTH D STREET TO NORTH L STREET,& OTHER UTILITIES NORTH H STREET; AND NORTH L STREET ace MPD- scow SANITARY SEWER DETAILS 3 OF 3 - - •:,�.. I TABLE OF NOTES! CONSTANT DIMENSIONS f NOTES t I. THE METHOD OF INSTALLING CONCRETE SHOWN HEREON TO NOTE: to PIPE STORM SEWERS BE (!SAT ONLY WHERE SOIL CONDITIONS 1. SUBCRADE AND PAVEMENT DETAILS. K H T E 1, 1. WHERE SOIL ARE SATISFACTORY. GRANULAR MATERIAL IN LIEU OF CEMENT STABILIZED SAND BEDDING. . 2. SELECT BACKFILL FOR RIGID PAVEMENT! ' DITCH WWTk AT lWG11 BANK $, 1.ON 2'•S" S' 1'-S" 15' 1 0 2'-IV 9' 1'-8" - FLEXIBLE BASE MATERIAL FOR ASPHALT i.' 2. WHERE WET SAND 2S ENCOUNTERED. REINFORCED CONCRETE PIPE SEWERS PAVEMENT. is, T-o" 3•_2" 9' 7'-B" ' SHALL BE CONSTRUCTED USING S qp y_p„ 3,_5a g, y.p„ APPROVED SPECIAL DESIOH AS ., SHOWN ON ORpY2N05. WIDTH SHALL Be PIPE Structure �... Bas E 24• 1'-0" 3'-8" 9' 2'-0" 27' 1'-0" V-114 W 2'•3" I. _ 3. MIN TRENCH YID GO PLUS AN ALLOWANCE 'A' FOR THE NOMINAL PIPE SIZE, NOMINAL PIPE SIZE 'A' LESS THAN IS- IS' - "A' DRIVEWAY WIDTH (SEE TABLE 1) ROW _ 2 I•, 4. MAX TRENCH WIDTH SWILL NOT BE GREATER THAN MIN TRENCH WIDTH 4' MININUM OR CURB OR PLUS 24 INCHES, UNLESS OTHERWISE _ 1 JOINT PIPE HEADWALL •,' NOTED. IIX'TtONALt ' S. SELECT BACKFILL FOR RIGID PAVEMENT, FLEXIBLE BASE MATERIAL FOR ASPHALT 78" RCP MIN RESIDENTIAL '0 1//TT NMI 30, 1 T_01' I 4._2" gy.3 TABLE OF REINFORCING STEEL s A 2 Bar Size Spo No. A/ • 5 2 A2 • 5 T-6" E •5 2 —Bors F F • 5 T-0" '1 SYMMETRICAL PAVEMENT. 24" RCP MiN COMERCtAL Bors A SHALL BE ABOUT HALF SECTION HALF SECTION APPROVED BYZCITY ENGINEER) / HALF SECTION I HALF SECTION UNDER UNDER PAVEMENT i UNDER NATURAL ELEVATION ` UNDER PAVEMENT NATURAL GROUND GROUND DITCH 1 PAVEMENT 1 NATURAL GROUND DITCH I.-D—..1 PAVEMENT NATURAL GROUND Pips or Pipes 1 i .✓ .✓ Bors E .-.-.'.". .•.-. .-.'. .'.•I -'%% J� �� j/ J ORRCONCRREETE DRHVFMAY� sus6RAOE �I ' �l ' SBPEKIFICATIONS W r SUBORAOE . , \I"'i �I i i J- � BACKFILL PER 1p pip / l i / i / ' l i l y SPECIFICATIONS l9EE NOTE 2 �I - ..R" EpG� A Bon F 2 r- � _ •� • ��I : i•i _ _ ill �/ il/ il/ it/�( i�l% il/ i! / it ROADWAy x F'- 12' NIN �(-✓_ �(_✓ �I J-•% �_i .✓ i /I • • • , • .•• �l f SEE TABLE 1 i Burs F 1 J� li / i / / il/ !i / :.:' ••'::::. J-✓ J �' =✓ il/ :r 45• Structure • SEE NOTE 6 % /- % / I I % !� � •^ _ :,: ,.� . / / / �I J e CENEt4i S TABILIZED st . d SAND TO WI THIN N 1-FOOT i .. E-13" f Y�-- �, BELOW BOTTOM o st1eGRAOE '• �" ��`�'•' PLAN OF NON —SKEWED PIPES i l STANDARD OPEN DITCH DRIVEWAY BARS Fz 2' MiN <.' I 32'•, MIN SPRING LINE I SPRING LINE TABLE 1 F6dshad Ora" - RESIDENTIAL ALL OTHERS "A' DRIVEWAY WIDTH ONE WAY 12' MIN 20' MAX TWO WAY - CITY 12' MIN 24' MAX 24' MIN - 35' MAX TWO WAY - ETJ 12' MIN 36' MAX 24' MIN - 35' MAX "R" DRIVEWAY RADIUS CITY 5' Will - 15' MAX 10' MIN - 15' MAX ETJ 5' M111 - 15' MAX 5' MIN - 15' MAX (Roadway Slope) GENERAL NOTES, 1. DosLrW accord" to current AASHTO Specifications. Bors EY 2. Reinforcing ('+ the cenftthe outsidePioyer of b e 2" Bars F / > from the surface of the concrete. s S. Allmhforoing staelahalbe Grade 60. �. •.:: •:.' ; :''':: ••. •': ••:: .•: t;; :,:: •:.:.' .::: [..';'; i;:: ; i;;.:.' Bare A 2 4, AN eotlade shdlbs Class "C" am shah TRENCH YID7H _ \ \ RADII AND WIDTHS FOR DRIVEWAYS Zw Pet. n, compressive strength of Bars F 2 I io r SEE NOTE 3 6 4 - Bars A I 1 +- SECTION k' STORM SEWER STORM SEWER ` BEDDING AND BACKFILL FOR RCP PIPE BEDDING AND BACKFILL FOR 24" DRIVEWAY DETAILS FOR CONCRETE HEADWALLS SIZES LESS THAN 24" IN DIAMETER TO 36" DIAMETER RCP STREETS WITH OPEN DITCHES WITH PARALLEL WINGS (N.T.S.) (N.T.S.) (N.T.S.) (N.T.S.) NOTE: ,1 1o•AMN 1. EXPOSE 15" OF REINFORCING STEEL AT PROPOSED SAWED JOINT. IF NO REINFORCING STEEL EXISTS. 70'MN DOWEL (TYP) USE HORIZONTAL DOWELS. r USE DOWELS AS HORIZONTAL DOWELS SHALL BE # 6 BARS. 24" LONG. PER NOTE 1) 24" C-C. DRILLED AND EMBEDDED 8" INTO THE 2" MIN HMAC 2' MIN HMAC EXISTING ASPHALT CENTER. OF THE EXISTING SLAB. WITH "PO ROC" SURFACING EXISTING ASPHALT SURFACING I SURFACE OR EQUAL. SURFACE1 2. IF REINFORCED CONCRETE IS OVERLAYED WITH .o• R.O•o• ,b••C1.O'G •OdO�.a' ;.p.;'o: 't .o .:•••:•'r:.'•:"•:'••: '•`"•:"•: ., .�. ''' +�—••• '''�' ••'•' ASPHALT. REPLACE WITH 2" MIN HMAC SURFACING. {E 18" •:),'":�+:,; f::'r•. ': 78 EXISTING,SUBCRADE• EXISTING EXISTING SUBGRADE 3. CENTEF' REINFORCING IN SLAB THICKNESS. EXISTING 2,, ;':WARM BLE:•' NON -REINFORCED . FLEXIBLE BASE ;<: - CONCRETE 12" ���rF')�'='� BASE REPAIR SHALL BE MADE WITH SELECT BACKFILL MATERIAL V'ARI B E.'. FLEXIBLE BASE MATERIAL PER CON ;:: REPLACED CONCRETE SHALL BE + STANDARD SPECIFICATIONS EDGE OF TRENCH EDGE OF TRENCH ,< .`•i i •.r.;, IN ACCORDANCE WITH '' "?! STANDARD SPECIFICATIONS ( SEE NOTE 3) PIPE EMBEDMENT AND BACKFILL PER PIPE EMBEDMENT AND BACKFILL PER SPECIFICATIONS SPECIFICATIONS PIPE SIZE VARIES FOR SIZE AND SPACING PIPE SIZE VARIES OF REINFORCING ' (SEE STANDARD DETAIL) r. SECTION SECTLON Af1 k REPAIR OF FLEXIBLE BASE PAVEMENT REPAIR OF NON —REINFORCED CONCRETE PAVEMENT t (1 No. DATE REVISIONS APP. ,6 K � VanL7eWiele _�••, �ptF.OF,. � FY�I Engineersng ; ��' r `°s I' 10'MIN —'1 �...A........................ �, WMIN Incorporated ;0 *ti SAWED JOINT 2925 Br i arpark, Suite 275 I'_ (SEE NOTE 1�— PROPOSED GRAVEL ORNY 0 ........... EXISTING CONCRETE I BEND BACK STEEL TO ORIGINAL EXISTING GRAVEL I EXISTING GRAVEL Houston, Texas 77042-3778 �i 581 SURFACE POSITION AND SPLICE DRWY 8" ORWY'• 713/782-0042 i �. www.v(3ndewlele—eng.com NOTE 2) VIAVIMI�A q Texas ro ass anal Engineering t:. .: .,.o ..�:, 78„ Firm Registration No. F 148 f EXISTING SUBCRADE 18 s!. 2" <: 12" F L CITY OF LA PORTE ft{ SELECT BACKFILL MATERIAL %>�i*� i1•. +'• SELECT BACKFILL HATER IAL ` 1 '.`E-::F ..%•.'�VAhI BLE`�' VARI BLE•t � A REPLACED CONCRETE SMALL BE EDGE OF TRENCH EDGE OF TRENCH :L?::. •. IN- ACCORDANCE WITH STANDARD SPECIFICATIONS " ~ ( SEE NDTE 3) % („) ry • Rl a PIPE EMBEDMENT AND BACKFILL PER s PIPE EMBEDMENT AND BACKFILL PER u 604 W.FNRMONT PKWY. SPECIFICATIONS SPECIFICATIONS FOR SIZE AND SPACING LA PORTE, TEXAS 77571 OF REINFORCING PIPE SIZE VARIES 281-471-5020; FAX: 281-470-5005 Fe, o PIPE SIZE VARIES (SEE DETAIL) r3 SECTION n LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD Dw SECTION FROM NORTH D STREET TO NORTH L STREET,& OTHER NCRETE PAVEMENT REPAIR OF REINFORCED CO�VJ REPAIR OF GRAVEL DRIVEWAY UTILITIES NORTH H STREET; AND NORTH L STREET aca SCOW a, PAVING & � $' DRAINAGE DETAILS Data PAVEMENT REPAIR DETAILS Project No: moo (N.T.S.> s as o i�N OF „o� / 99 I' I K - G" f Get _ F ' M J O O � Na .. U M n 0 >�N 1 1 PROP 2" WATER SERVICE LINE (SEE SHEET 26) 1 CUT. PLUG & ABANDON ' EX 4" SAN FM (TO BE ABANDONED) i Mvyff,new. rnu►avc In JGtt 1 POLE Cp GAS METER ff -Tr F(. 1 E .8r1 I"' ( LIFT STATION #20 NORTH H STREET SEE SHEET 25 I220GV6CfTAER ROW EX 10" SAN S4:f{ (TO REMAIN) NORTH H STREET -`_ CEN'fERPOINT EP`IERC'I "LNTEX 1.5•' iP STL GAS LINE_ 9 PROP 4" SAN FM (SEE SHEET 26) 1,l 1 TJ 1 K CUT. PLUG & ABANDON EXISTING 4" SAN FM EX EDGE OF PWAT EXIST ASPH PAVEMENT NORTH L STREET PROP 4" SAN FM it DReur �f '1 (SEE SHEET 30 ) 711 _ ABANDONED T� - J .. 1 • ""� "" "'°— --•-....,,,, , � STA 1 +32.95 . 22 ' RT CAUTION! FIELD LOCATE EXISTING PROP 2" WATER SERVICE LINE'! ' _ ^� 10.75" TEPPCO PIPELINE BEFORE (SEE SHEET 36) E'';:,— --�� 1 CONSTRUCTING PROP 4" SAN FM F{•. ...._ ... '-- MOH COVER _................ 1+ �43 2 'R CAUTIONIFIElD LOC ATE ETING 6"CE VRON I =�fi, TR N4 "BS PIPELI F ... ._ --_ CONS UCTING PROP AN FM ,ice r L! LIFT STATION #17 NORTH L STREET SEE SHEET 30 IPING FITTINGS 220 VOLT. POWER 0 5' 10, SCALE: 1"=5' SITE PLAN LEGEND 1Q CAUTION EXIST OVERHEAD ELECTRICAL FACILITIES IN AREA. O CAUTION EXIST UNDERGROUND GAS FACILITIES IN AREA. REMOVE AND REPLACE EXIST STM PIPE AS NEEDED. ® REMOVE AND REPLACE EXIST PVMT SEE DETAILS SHEET 42. 0 REMOVE EXIST FENCE WITHIN ROW AS REQ'D TO FACILITATE CONSTRUCTION. ® CENTER ONE FULL SECTION OF SAN SWR OR SAN FM PIPE (181MIN) ON WATER LINE. iJ7 CENTER ONE FULL SECTION OF WATER LINE PIPE (18'MIN) ON SAN SWR OR SAN FM. ® REMOVE AND DISPOSE OF EXIST TREE. ® EXIST POWER POLE TO BE RELOCATED OR PROTECTED IN PLACE. CONTACT OWNING UTILITY. ©0 CAUTION EXIST SBC UNDERGROUND DUCT BANK IN AREA. SYMBOLS PROP FULL PIPE SECTION III III IMPROP AUGER No. I DATE REVISIONS APP. ON TICS: AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 PRIVATE UTILITY LINES SHOWN UNLESS SICNANRE VALID VanDeWiele Engineering Incorporated , * "D .............. . ................:.. "'L PSREONE 2925 Br i arpork. Suite 275 � ••:• : •••••.. Houston. Texas 77042-3778 4 // 713/782-0042 q• 4�� www.vandewlele-eng.com ' Texas Professional Engineering r� Firm Registration No. F148 �F A CITY OF LA PORTE 604 W. FNRMONT PKWY. LA PORTE, TEXAS 77571 7E"'S 281-471-5020; FAX: 281-470-501 LARGE DIAMETER SANITARY TRUNK SEWER— SENS ROAD ROM NORTH D STREET TO NORTH L STREET,& OTHER UTILITIES NORTH H STREET; AND NORTH L STREET LIFT STATION #17 & #20 FACILITIES REHABILITATION No: Y- I Iti �y 1" k- r r ri - k,; s= i, 9£ . n } BEGINNING OF PROJECT STA 72+95 240' OBSERVE WARNING SIGNS STATE LAW R20 UTILITY WORK NEXT YY MILES G20-1 END © WORK ZONE G20-2b NAME ADDRESS CITY STATE CONTRACTOR G20-6 240'—► SIGNS 0 0 z 's N H 04 N a o z T N O UTILITY WORK NEXT YY MILES �► G20-1br 0 UTILITY WORK -F— NEXT YY MILES G20-1bl UTILITY WORK r NEXT XX MILES NEXT YY MILES —�► G20-1a UTILITY WORK \AHEAD V CW21-7D LIFT STATION #20 6H w z z I g N SEAS ROAD d 0 5 z WW a oz Cq N LIFT STATION #42 LIFT STATION #17 _I IN H NOTES 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD - LATEST EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. NO LANES SHALL BE BLOCKED FROM 7 A. M. TO 9 A. M. AND 4 P. M. TO 6:30 P. M. MONDAY THRU FRIDAY, 3. OFF DUTY POLICE OFFICERS/FLAGGERS ARE REQUIRED TO DIRECT TRAFFIC WHEN LANES ARE BLOCKED. 4. CONTRACTOR SHALL COVER THE EXCAVATION WITH STEEL PLATES ANCHORED PROPERLY DURING NON -WORKING HOURS AND ALLOW NORMAL TRAFFIC FLOW. IF COVERING IS NOT FEASIBLE, USE TRANTEX FR 336 EFX 36" DELINEATOR OR APPROVED EQUAL WITH SHEETING AND BASE EPDXIED TO PAVEMENT NEXT TO EXCAVATION DURING NON -WORKING HOURS. 5. APPROVED COPIES OF "TRAFFIC CONTROL PLANS" SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. 6.IF THE CONTRACTOR CHOOSES TO USE A DIFFERENT METHOD OF TRAFFIC CONTROL PLAN DURING THE CONSTRUCTION THAN WHAT IS OUTLINED IN THE CONTRACT DRAWINGS, (S)HE SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT ALTERNATE PLANS *TO TRAFFIC SECTION OF HCPID FOR APPROVAL TEN WORKING DAYS PRIOR TO IMPLEMENTATION. *THESE PLANS SHALL BE DRAWN TO SCALE ON REPRODUCIBLE MYLARS AND SEALED BY A LICENSED ENGINEER IN THE STATE OF TEXAS. PLAIDS WILL BECOME A PART OF THE CONTRACT DRAWINGS. 7. IF THE PROJECT IS WITHIN 400 FEET FROM A SIGNALIZED INTERSECTION, THE CONTRACTOR SHALL CONTACT HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT, SIGNAL DIVISION, AT 713-881-3210 FIVE (5) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. WORK ZONE IG20-9 SPEED LIMIT CW13-1 30 EXISTING POSTED SPEED LIMIT = CONSTRUCTION ZONE ADVISORY SPEED = 40 _ 30 T N CONSTRUCTION WARNING SIGN SPACING Posted X Speed or Min. 85% Speed Distance (MPH) (feet) 30 or less 120 35 160 40 240 45 320 50 400 55 500 65 750 X=SIGN SPACING L=TAPER 2XL=TANGENT T s N T g N LEGEND ® CONSTRUCTION AREA 0 OPEN TO TRAFFIC ®D HEAVY WORK VEHICLE Cl► FLASHING ARROW BOARD (OPTIONAL) SIGN POST • TUBULAR MARKERS ,CONES OR DRUMS •-p FLAGGER X = SIGN SPACING L = TAPER LENGTH YY DISTANCE TO BE DETERMINED BY ENGINEER. IBARRICADE TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Cq N Minimum Desirable Taper Lengths `* Suggested Maximum Spacing of Device Posted * Speed Formula 10, Offset 11' Offset 12' Offset On a Taper On a Tangent 30 WSZ L= 60 150' 165' 180' 30' 60'-75' 35 205' 225' 245' 35' 70'-90' 40 265' 295' 320' 40' 80'-100' 45 L=WS 450' 495' 540' 45' 90'-110' 50 500' 550' 600' 50' 100'-125' 55 550' 605' 660' 55' 110'-140' 60 600' 660' 720' 60' 240'-150' 65 650' 715' 780' 65' 130'-175' * 85th Percentile Speed may be used on roads where traffic speeds normally exceed the posted speed limit. ** Taper lengths have been rounded off. 0- Z �240' END OF PROJECT STA 130+00 No. I DATE I REVISIONS APP. Van.DeWiele En eerie ; y: •• s y Incorporatgd r *:....... ...... I I 2925 Br i orpark, Suite 275 ...... DA.KL •••••••P.56EONE • .............. Houston. Texas 77042-3778 1 5819 713/782-0042 www.vandowiele-eng.com It�f' S Texas Professional Engineering Firm Registration No. F148 CITY OF LA PORTE 604 W. FAIRMONT PKWY. LA PORTE, TEXAS 77571 281-471-5020; FAX: 281-470-5005 LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD -ROM NORTH D STREET TO NORTH L STREET,& OTHER UTILITIES NORTH H STREET; AND NORTH L STREET ac>x APP9: TRAFFIC CONTROL PLAN s PROJECT APPROACH SIGNING ale s Project No. a 4 o ]~F V ✓ r1 N f. f 1� 77' 4 55 Nikr i a. v? V PROP SAD SECTION A -A SENS ROAD PHASE 1 STA 72+94 TO STA 118+63 1 N. a 4 w SAN SWR CONSTRUCTED IN PHASE 1— u 100' ROW 4'(MIN) BUFFER VARIES 15'— SECTION B-B SENS ROAD PHASE 2 STA 79+90 TO STA 119+70 AND STA 121+82 TO STA 130+00 VAR;ES 2.5 TO 10' 12" PROP V WATER j 0 50 100 100 SCALE: 1" =100' Q 1 W Z LEGEND ® PHASE 1 — CONSTRUCTION AREA PHASE 2 — CONSTRUCTION AREA No. I DATE REVISIONS APO. VanDeWiele Engineering - Incorporated r..................... i DAMEL P. SKONE 2925 Br i arparK, Suite 275 ' ................. .... � • / Houston, Texas 77042-3778 / 713/782-0042 �► '• 4,% www.vandewiele-eng.com Texas Professional Engineering Firm Registration No. F148 CITY OF LA PORTE 604 W. FAIRMONT PKWY. LA PORTE, TEXAS 77571 281-471-5020; FAX: 281-470-50t LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD ROM NORTH D STREET TO NORTH L STREET,& OTHER UTILITIES NORTH H STREET; AND NORTH L STREET TRAFFIC CONTROL PHASING OVERVIEW 1 OF 2 I I It C'9 .. - to . G<f c: I END ROAD WORK G20-2a A TUBULAR MARKERS OR TRAFFIC CONES SPA. @ 30' C-C - (SEE NOTE 1) BE PREPARED TO STOP cW20-7b ONE LANE ROAD AHEAD cw2o-4D 240' 240' 240' I 240' \JJ I l — — — — — — — - V ♦ ♦ 30' ♦ V _♦ ♦ I Min. 240' 240' 240' 240' 0-0 I 100' 60' Work �� BE ONE LANE PREPARED 4CW21- Y ROAD TO AHEAD STOP CW2o-7a cw20-4o CW20-7b 7D NEXT XX MILES CW21-16 100' ONE LANE CLOSURE - FLAGGING OPERATION NTS 100' END ROAD WORK G20-2a fILI' WORK CW21-7D XX MILES CW21-16 LEGEND ® CONSTRUCTION AREA OPEN TO TRAFFIC HEAVY WORK VEHICLE 1� FLASHING ARROW BOARD (OPTIONAL) » SIGN POST • TUBULAR MARKERS .CONES OR DRUMS +� FLAGGER NOTE: 1. ALL PORTABLE SIGNING) DRUMS AND CONES SHALL BE REMOVED AT THE END OF EACH DAY No. DATE REVISIONS APP.' van-Dewiele goFTr Engineering Incorporated .........*'+, 2925 Br i arpark. Suite 275 j.... D L ..S. ...' Houston, Texas 77042-3778 �! 4 ww. va dew i e www.vandewiele—eng.com Texas Professional Engineering + Firm Registration No. F148 f'la► CITY OF LA PORTE 604 W. FAIRMONT PKWY. LA PORTE,TEXAS 77571 _281-471-5020; FAX: 281-470-501 LARGE DIAMETER SANITARY TRUNK SEWER- SENS ROAD ROM NORTH D STREET TO NORTH L STREET,& OTHER UTILITIES NORTH H STREET; AND NORTH L STREET TYPICAL FLAGGING OR MOVING OPERATION P-1.100 F t' Mfr rx , + .J u �y c I w 'o N O e� . O io )N 'ram 0 50 100 100 SCALE: V-100' c .95 LJ.1 J 1-4 y /f4TYY %,MEa nK F2i6.OWDO e O Z N LU z o J � wN IC LEGEND q two U)" oWC X X FB REINFORCED FILTER FABRIC FENCE RFB X X X X RFB pvj w 4 p IPB INLET PROTECTION BARRIERS RFB X I E-\J FS 1 \ice k��Xft X i X6mI rili f1 11 r FD—TYPE 4 FILTER DAM 135+00 f I ri if MN m IL