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TO SERVE GULF INTERMODAL SERVICESINDEX OF SHEET No. TITLE 1 COVER SHEET & INDEX 2 EXPRESS REVIEW SHEET 3 GENERAL CONSTRUCTION LAYOUT — WATER 4 GENERAL CONSTRUCTION LAYOUT — SANITARY SEWER 5 CONSTRUCTION NOTES PLAN & PROF/LE 6 STRANG ROAD 7+00 TO 12+00 7 STRANG ROAD '12+00 TO 16+00 8 GAS INNOVATIONS 1+00 TO 4+50 9 GAS INNOVATIONS 4+50 TO 8+52.71 10 S.H. 146 '1+00 to 4+00 DETAILS 11 GRINDER PUMP LIFT STATION DETAILS 12 STANDARD WATERLINE DETAILS — 1 13 STANDARD WATERLINE DETAILS — II 14 STANDARD SANITARY DETAILS 15 SW3P DETAILS 16 TRENCH SAFETY DETAILS 17 TRAFFIC CONTROL PLAN 18 STORM WATER POLLUTION PREVENTION PLAN 19 STORM WATER POLLUTION PREVENTION PLAN DETAILS CONSTRUCTION OFFSITE UTILITIES FOR STRANG ROAD GIS FACILITY 3�T-1 GULF INTERMODAL SERVICES HARRIS COUNTY AREA PROJECT SITE Q Li CITY OF LA PORTE j HARRIS COUNTY, TEXAS 7A�AL�EAAPaar 0 UPPER SAN JAaN W BAY Lam am 0000 DAY LA PORTE POP V.910 VICINITY MAP Scale: 1" = 3,000' MARCH 2O12 J&C JOB No. R0066-002 DAR100 ar KEY MAP 540—P irJON ES & CA RTE R,iNc. ENGINEERS• PLANNERS* SURVEYORS Texas Board of Professional Engineers Registration No. F-439 6335 Gulfton Dr., Suite 100 Houston, Texas 77081 (713) 777-5337 This is to certify that the City of La Porte, Texas has utilities for Strang Road GIs facility in conformance By. _ &off -site City of La Porte. 4 r y y. I, Donna G. Haye; am registered under the laws of the State of Texas to practice the profession of engineering and hereby certify that above construction plans are true and correct; and that all bearings, distances, angles, curve radio sea, and central angles are accurately shown on the plans. 3onna G. Ha as, P. . Texas Registration NoIO4650 DIG—TESS NOTIFICATION SYSTEM CALL BEFORE YOU DIGM www.digtess.org/ Texas811 or 1-800—DIG—TESS 1-800-344-8377 Z Q F- N W 0 N W J_ F— LLJ F— N Lr _ LL_ A u c{ N ._. K 0 aLU W 0: N H 'a LU a Q WF C3ZR. �y _j . q J G O= Vf in W W us Z Z M O� z 7 W L1 SHEET No. 1 OF 19 — Gulf Interrnodol Srva\002-00 — OS Utilities — 101 Strang Road Offaite UUllties.dwg Mar 23.2012 — 11:55am Ig 1, PAVING I. IGN THICKNESS OF PAVING II. STA ED SUBGRADE TO A DEPTH Of III. DESIGN ENGTH OF CONCRETE psi IV. TYPE AND CEMENT OF STEEL: RIVEWAYS 1. NUMBER OF DRIVEWA PPROACHES POSED: 11. HARRIS COUNTY STANDAR RN Y DETAIL APPEARS ON SHEET FIRE APPA^###TUNSk`XCCESS ROAD ❑ REQUIRED AND SH ON SHEET(S) ❑ NOT REQUIRED E TO CURBING /ISLAN AND MEDIANS REQUIRE STANDARD 6" CURBINGANDARD 6" CURBING PROPOSED x 12" CURBING PROPOSED EXCEPT AT MEDIANS AND IS TRAFFIC CONSIDERATIONS I. MEDIAN CUTS N NO MEDIAN CUT OR RELOCATION IS PROPOSED ❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET 11. LEFT / RIGHT TURN LANE N NO LEFT / RIGHT TURN LANE IS PROPOSED ❑ LEFT / RIGHT TURN LANE IS SHOWN ON SHEET III. TRAFFIC CONTROL PLAN ❑ NO WOULD RK IN THE RIGHT OF WAY IS INTERFERE WITH TRAFFIC FLOpROPOSED THAT y ® TRAFFIC CONTROL SHOWN ON SHEET 17 IV. TRAFFIC SIGNAL N NO TRAFFIC SIGNAL IS EXISTING / PROPOSED ❑ EXISTING TRAFFIC SIGNAL DEVICES (T.C. BOXES AND LOOPS) SHOWN ON SHEET ❑ PROPOSED TRAFFIC SIGNAL (BY OTHERS) V. TRAFFIC IMPACT ANALYSIS ® NO TRAFFIC IMPACT ANALYSIS IS REQUIRED ❑ TRAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE: I� _It :� • �'i STORM SEWER BROADSIDE DITCH ❑ CITY C ❑ OTHER ❑ TO DETENTION POIN ❑ DETENTION POND MA ❑ TO HCFCD DRAINAGE ❑ TO HARRIS COUNTY ROAD NAME: ) BY _ UNIT NO. E DITCH ❑STATIC W.S.E. 0 0 IS ❑ PROPOSED STOR EWER IS SUBMERGED. FREQUENCY 3. COMAMRCIAL / OTHER SITE DRAINAGE 4, WATER AND WASTEWATER 5, DESCRIPTION OF PROPERTY I. TYPE OF SERVICE PROPOSED 1. LEGAL DESCRIPTION 0 D G N MUNICIPALITY: CITY OF LA PORTE A. ACREAGE: 10.000—ACRE TRACT NEW DEVELOPMENT AREA: ❑ MUNICIPAL UTILITY DISTRICT: RE -DEVELOPMENT AREA (AMOUNT INCREASED ❑ OTHER DISTRICT: PERVIOUS AREA): B. ❑ SUBDIVISION: IL DEMNION VOLUME❑ PRIVATE WASTEWATER SYSTEMS �k ❑ .55 ❑ PRIVATE WATER SYSTEM AND INDIVIDUAL OSSF N SURVEY & ABSTRACT: ENOCH BRINSON LEAGUE NEW AREA X * = ACRE FEET * ❑ ❑ INDIVIDUAL WATER WELL AND OSSF SURVEY, ABSTRACT No. 5 DETENTION REQUIRED * ❑ ,00 El OTHER: * OTHER: H.C. WASTE WATER PERMIT/REQUEST NO. C. ADJACENT ROADS: STRANG ROAD S.H. 146 PROPOSED VOLUME = ACRE FEET 11. PROOF OF CAPACITY IT, OUTFACE OUTFACE TO ❑ H.C. ROAD E DITCH II. PLATTING ❑ EXISTING H.C. STORM EWER N LETTER FROM DISTRICT AUTHORIZING SERVICE A. SUBDIVISION PLAT ❑ OTHER ❑ PROPOSED PLAT / REPLAT AND CONNECTION ❑ RECORDED PLAT REPLAT / ROADSIDE DITCH OUTFACE: ALLOWABLE OUTFALL RATE: 0.002 x LF Frontage = (CFS) ❑ TCEQ APPROVAL FOR WATER SYSTEM AND PLAT NAME: PROPOSED OUTFALL RATE: PERMIT FOR WASTEWATER SYSTEM. PLAT NUMBER ❑ STORM SEWER 17 LL ❑ OSSF SUBDIVISION PLANNING REPORT ®NO PLAT REQUIRED CAPACITY ALLOCATED TRACT FROM D. MAP: (CFS) 0 B VINIVB o�rr W u B, n"" FROM DRAINAGE MAP DATED: B. STREETS PROPOSED CAPACI ALLOCATED TO TRACT FROM D. A. MAP: (CFS) PREPARED BY: III. AMOUNT OF FLOW ❑ PUBLIC FROM INAGE AREA MAP DATED: PR RED BY: ACTUAL OUTFAL RATE: (CFS) ❑ RESIDENTIAL: LOTS OR UNITS ❑ PRIVATE ❑ PUBLIC & PRIVATE A AL OUTFACE RATE: (CFS) IV. PUMPED o ❑ COMMERCIAL: AVERAGE DAILY FLOW N NONE VOLUME GRAVITY FLOWS: ❑ OTHER: VOLUME T IS PUMPED: III. JURISDICTIONS DRAINAGE SYSTEM FLOW RATE VELOCITY INTO ROADSIDE DITCH * ❑ CITY OF HOUSTON SEWER: NOTES N CITY OF LA PORTE FLOW PRIOR TO DETENTION: CFs /O7RRM ECIFICATIONS AND OPERATING PLANn. 1. COMPLETE FOR ALL PROJECTS* COMPLETE FOR ALL PROJECTS. ❑ ETJ, CITY of HOUSTON FLOW AFTER DETENTION (IF REQUIRED): CFs ON SHEET \ACRE III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED N ETJ, CITY OF LA PORTE ❑ NO ETJ IV. HCAD ACCOUNT NOS. (ALL) OUTFALL PIPE SIZE: 0642220000068 RESTRICTOR PIPE SIZE: 0642220000014 FLOOD CONTROL DISTRICT CRITERIA STORMWATER DETENTION BASIN ROUTING TABLE DETENTION BASIftRAJNAGE AREA = ACRES MAX BASIN DRAIN TIME (100—YR EVENT) _ _ HOURS RAINFALL EVENT PROBABILITY E—DEVELOPED PEAK NOFF CFS POST —DEVELOPED PEAK RUNOFF CFS DETENTION BASIN PEAK OUTFLOW CFS MAXIMUM WATER SURFACE ELEVATIO P STORAGE LUME AC— STORAGE RATE AC—Fi PER AC LOX EXCEEDANCE (10—YEAR) 1% ExCEEDANCE (100—YEAR) ADDITIONAL CRITERIA FOR PUMPED DETE N BASINS: VOLUME OF PUMPED 1% EXCEEDANCE STORAGE VOL = _AC —FT _ X OF TOE MAXIMUM DESIGN OUTFLOW VELOCITY INTO HCFCD C = FT./SEC. DRAIN TIME FOR BASIN = HOURS BASED STORMWATER DRAIN DE REPORT REPORT TITLE REPORT DATE ENGINEER] RM DATE OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPLAI MINISTRATO STORMWATER DETENTION FOR ROPOSED WORK CONTAINED IN THESE PLAN TITLE ENGINEERING FIRM _ DATE SIGNED BY HCFCD _ IHCFCD S A `NOTEE•S: SEE SHEET OF THESE PLANS. D DETAILS: SEE SHEET OF THESE PLANS. 0PLAN S FOR EXISTING AND PROPOSED RIGHT WAY DELINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDE CLERK'S FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT, FEE STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) HEAD CONDITIONS. HCFCD PROJECT # LA S PROVIDED BY OTHER PLANS: NOTES 1. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. II. COMPLETE ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. III. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFALL, DACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. N. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. PROJECT % $, FLOOD PLAIN STATUS I. GENERAL INFORMATION FIRM PANEL(S) FOR PROPERTY 48201CO935L FIRM PANELS) DATE: JUNE 18, 2007 STATUS OF PROPERTY ON MAP IN ENTIRELY LOCATED IN UNSHADED ZONE "X" ❑ LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE "X", DELINEATE 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 ) ❑ LOCATED IN THE 10-YEAR FLOODPLAIN ❑ LOCATED IN CYPRESS CREEK LOMR 08-06-2369P (INDICATE BASE FLOOD LEVEI ) ❑ SITE REMOVED FROM FLOODPLAIN BY LOMA OR LOMR-F CASE NO. ❑ OTHER ELEVATION INFORMATION BENCHMARK USED IN HARRIS COUNTY FLOODPLAIN REFERENCE MARK ❑ HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT BENCHMARK (FOR COASTAL AREAS) DESCRIPTION OF BENCHMARK INCLUDING ELEVATION DATUM AND YEAR OF ADJUSTMENT poi Am) HARRIS COUNTY FLOODPLAIN RM No. 060005 LOCATED AT THE INTERSECTION OF SENS ROAD AND DITCH F101-00-00 ELEVATION = 20.73 FEET, NAVD 88. 2001 ADJ. 11, FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION ❑ PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL AND IN SHADED ZONE "X" ❑ PROPERTY LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOOD LEVEL III. FLOODPLAIN STORAGE SUMMARY (APPLIES ONLY TO PORTION OF LAND LOCATED WITHIN FLAODPLAIN AS DEUNEATED BY FIRM PANEL). A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.): i.e., BELOW ELEVATION (2001 ADJ.) CUBIC YARDS B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM DELINEATED FLOODPLAIN: i.e., BELOW ELEVATION (2001 ADJ.) CUBIC YARDS C. FILL AREA IN FLOODPLAIN IS SHOWN ON SHEET N41ES: I. COMPLETE FOR ALL PROJECTS H. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100—YEAR FLOOD PLAIN VL._ ❑LOMR REQUIRED ❑CLOMR REQUIRED VERIFIED BY., WORK IN HCFCD RIGHT-OF-WAY OUTFALL UTILITY CROSSING ❑ \ILITATION GE /CULVERT CROSSING ❑ ❑ OF CHANNEL ❑ ❑ ROSSING❑ II. PERMIT ❑ US ARMY CI PERMIT NUN ❑ US ARMY CI ❑ OTHER ❑ NO PERMITS EXPLAIN: Ondigb,umobadapkdbar"dm.el0mpbbb®abp'jMddipoddm s/dehpbtlm(YJJIlmabml,T®JrFboEpla4Mmgvm. gowjw& "dbalborPmb.a.mpe.c,�fbe,pmn./. - root0)A9Ut101L9:*Mb-*A-uv-hmgiY"n.ft.ds0p.11 Alw k nf�+ III la•&4dntfeiimae"pdcrarlpb.eb�ivdmfmteq�m.mkd"db.mdmv.dY.rmSbemefRmIICwtiRm}Wen m Agdeabdmoo7m,eg.4dl,dnamamm�deib.deswP�Alh'mdmuamksy�eekvdovdhaagmvekm dUrwi,bmlhAvd,Q04�)6mlYoide.damagpvalFFILITeLtd&AA.Iglmaml.mwm6m4®1gpv,dbamJwt.dYffXAfnidmlBd6e1-01fa.�*W� ghpiy"yvmmNw6bemda�dl0xAm4d+v+l®Am�vmmmrn'm9m�i`/aR9id"dmeAe6mekuld,mrnmRml.,meevmL fi"rsmmh,mhmdjv /bi�mkwWJad®mmsa emmboveJmio-denb.�O'muxdtWsdo.Ik6ms000i®JAddew6.6a1ro1®Adpfd.m,dimhAer0�J�1'�,M&kmdere.mAovde.admmnrJremnmo"dmAce rmbp�mdm5sbmmasmkmlmmmm6vmdemMrv�atk4}Jmdgam{mddm�bohba A�mreMtlmadmrOeMd,f&6mpadYdkporiiimdm'6iJaeTdmmamID+pm@k CaimlmdWltwimCe//�mk �dorap"bkq¢aso�igbtledbbpvdvaHhabbem/NAdmk ivmm.®/ed6dmaMMaremmne5nbHLW. }TFRNRRFNTFIAIf PAW4bd1H.*Q VPAlklgfimo. kd1�mdEgbeftUWAnIO1ANa6.mFiw%9Beilgllmkq Q rm2 AwFtmrms,m�mmk�odgraA,m.a.bmgta.dsyv<rbampat gsOsyEp+d+OfawEpmnAws�sSsaae,e.nesaQe9regrtmmmtmde.be NATIONWIDE IRS INDIVIDUAL PERMITS ❑/ ENVIRONMENTAL CONSULTANT REPORT / BY REPORT TITLE REPORT DATE ❑ OTHER NOTES 1. — III. REQUIRED ON PROJECTS WITH WORK IN A HCFCD CHANNEL PLEASE REFERENCE SECTION 17 OF THE FLOOD CONTROL DISTRICT POLICY, CRITERIA AND PROCEDURE MANUAL FOR MORE INFORMATION. V. UNOBSTRUCTED VISIBILITY EASEMENT (U.V.E.) ❑ REQUIRED AND SHOWN ON SHEET(S) ❑ NOT REQUIRED KEY MAP ®page(s) 540—P *CPC 101 FORM MAY BE REQUIRED 10. PERMITS REQUIRED TOTAL ESTMATED SITE CONSTRUCTION COST, (EXCLUDING ENCLOSED BUILDINGS/STRUCTURES) ❑ STORM WATER QUALITY ❑ PHASE 11 PERMIT CLASS 1 ❑ PHASE 11 PERMIT CLASS II ❑ CRITICAL FACILITY ❑ DRIVEWAY WITH CULVERT CURB AND GUTTER ❑ SEPTIC (EXISTING) 0 SEPTIC (PROPOSED) ❑ NOTICE OF DETENTION REQUIRED ❑ FILL AFFIDAVIT REQUIRED ❑ BUILDING PERMITS (NO. OF BUILDINGS = ) ❑ SUBDIVISION INFRASTRUCTURE PHASE II (No. OF LOTS = _ NOTES: WORK IN HARRIS COUNTY RO.W. ® UTILITY WATERLINE & FORCE MAIN ❑ CONSTRUCTION ❑ OTHER 11 CURB RAMPS / SIDEWALK CURB RAMPS PROPOSED ❑ YES ONO SIDEWALKS PROPOSED ONO A. HOME BUILDER ❑ YES B. DEVELOPER ❑ YES C. H.O.A. ❑ YES D. OTHERS 12 LANDSCAPING ❑ REQUIRED AND SHOWN ON SHEET(S) N 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,/permits FOR EACH SCOPE OF WORK IN HC OR IN HCFCD ROW. (, STORM WATER QUALITY I. CONSTRUCTION PROTECTIVE MEASURES. N SWPPP SITE PLAN AND DETAILS ON SHEET(S) 15, 18 & 19 II. APPLICABILITY FOR PERMANENT FEATURES. ❑ EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL. N EXEMPT REDEVELOPMENT WHERE TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE. ❑ EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE. ❑ STORM WATER QUALITY PERMIT REQUIREMENT FOR THIS PROJECT IS COVERED BY ❑ "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWQMP SITE PLAN ON SHEET(S) PERMANENT STORM WATER QUALITY FEATURES. ❑ VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY) DETAILS AND CALCULATIONS APPEAR ON SHEET(S) ❑ POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONS APPEAR ON SHEET(S) ❑ HYDRODYNAMIC TYPE SEPARATOR MODEL: ❑ OTHER(S): N4ffN 1 — II REQUIRED ON ALL PROJECTS, 111 IF NOT EXEMPT OR-GRANDFATHERED- *:+�C INCLUDE PROJECT TIRE, HARRIS COUNTY PROJECT NUMBER, AND SWQ PERMIT NUMBER, OR THE NAME OF THE PERMITTING AUTHORITY IF OTHER THAN HARRIS COUNTY. HCPID SIGNATURE BLOCK PROJECT NAME: OFFSITE UTILITIES FOR STRANG ROAD GIS FACILITY ADDRESS: 101 STRANG ROAD, LA PORTE. TEXAS 77571 WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE.PURPOSES LISTED BELOW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE BY AS TO PAVING AND/OR DRAINAGE ONLY DATE BY AS TO LOCATION OF ITEMS IN COUNTY RIGHT OF WAY DATE BY AS TO STORM WATER QUALITY DATE ADDITIONAL COMMENTS: HARRIS COUNTY FLOOD CONTROL DISTRICT INTERPOSE NO OBJECTION BY DATE FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT—OF—WAY APPROVED: BY DATE FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT—OF—WAY APPROVED: BY 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 REUEVE 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 DONNA G. HAYES A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THE 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 TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION. SEAL THE COMPLETED PROJECT CONSI?DRAWING SH EIS 1 THRU 19 S�Ple OF TE4�,1 MWTIRE v DATE j *: . R E V I S 1 0 N S DONNA 11 HAYE S ,� JONES&CARTE king. ................................ � y� ENGINEERS•PLANNERS•SURVEYORS Texas Board ofProfassional Engine Regisowlfon No. F•439 t�O'c �FCENSE�•'\�'�� 6335 GuBfon Dr., Suite 1DD Houston, Texas 77081 V13)777.5337 � \\\L DATE SHEET N0. DESCRIPTION P.E. INrrIAI I H.C. APPROVED DATE VERSION 12.1 May 26, 2011 \\Clustercom\khou\PROJECTS\R0066 — Gulf Intarmodal Sm\002-00 — OS UUIIUm — 101 Strang Rd\CIvfl\Const Dwgs\Strang Road offelte UtIlUmAwg Mar 23,2012 — EXPRESS REVIEW SHEET PROJECT NO. 2014794 SHEET NUMBER _ 2_ OF 19 CALLED 57.580 ACRES TO UN/ON CARS/DE INDU57R/AL GASES INC BY SPEC/AL WARRANTY DEED CF No. U022409 HCOPRRP CALLED 4.000 ACRES TO UN/ON CARBIDE INDUSTRIAL SERI4CES COMPANY BY DEED CF No. K215498 HCOPRRP CALLED 57.580 ACRES TO UN/ON CARBIDE /NDUVR/AL GASES INC BY SPEC/AL WARRANTY DEED CF No. U022409 HCOPRRP ----------_ BENCH MARK Elevatins Shown Hereon are Based on Harris County Floodplain Reference Mark No. 060005 Located at the Intersection of Sens Road and Ditch F101-OD-00 with a Published Elevatin CALLED 97.477 ACRES 1110,ARCEL No. 2) of 20.73 Feet, NAVD 88, 2001 Adjustment. TO ElDU PONT DE NEMOURS AND COMPANY T B.M. A BY DEED Being a Found Railroad Spike in a Power Pate Located at CF No. C631829 HCOPRRP the NortheastComer of the Intersection of SH 225 and Elevation = 21.17 Feet, NAVD 88, 2001 Adjustment T.B.M. B Being a Set Cut Square in Concrete Located on the West _ / Side of Strang Road, as Shown Hereon. Elevation - 21.56 Feet, NAVD 88, 2001 Adjustment. T.B.M. C __- Northwest Comer of the Subject Tract. Being a Set 100-D Nall in a Power Pole Located at the Elevatin - 24.45 Feet, NAVD 88, 2001 Adjustment. 100—YEAR PLAIN According to Map No. 48201CO935L of the Federal Emergency Management Agency's �Flood , l Jam/ for Harris Count , Texas and In oo insDoted ,ki urance Rate ng 18, 2007. the Subject Tract is Situated Within: Unshaded Zone X Defined as r Annual Chance Floodpl to (500-Year Flood). Outside the 0.2X The FEMA Webelte (www.mmfbma.gov) was checked on July CALLED 10.000 ACRES CALLED 13.967 ACRES / 5, 2011. At this Date no LOMC'e were Reported. TO CRENSHAW REAL ESTATE PROPERTIES A LTD. This Flood Statement does not Imply that the Property or TO G/S PROPER77ES — HOUSTON, LLC BY GENERAL WARRANTY DEED w/ VENDOR'S L/EN / Structures Thereon will be Free from Flooding or Flood BY SPEC/AL WARRANTY DEED w/ CF No. 20070706637 HCOPRRP Damage. On Rare Occasions Floods cand will Occur and i VENDOR'S Flood Heights may be Increased by Man —Made or Natural CF No. 20100519174 I / Causes. This Flood Statement shall not Create Liability I HCOPRRP the Part of the Surveyor. LEGEND C EXISTING PROPOSED f ; / i kNk \ .....vv..� WATERLINE w/ GATE VALVE FLUSH VALVE w/ GATE VALVE \\ PLUG & CLAMP w/ BLOW OFF i -- • © SANITARY SEWER w/ MANHOLE II „__ _ ! — `-� � �� '"`•�-� _.� _ - SANITARY �,/ I ; SANITARY STACK SANITARY LEAD % STORM SEWER w MANHOLE ~ - --- STORM SEWER w/ INLET I Exist Gravel Drive i —" ---' —� --► — SWALE CENTERLINE CALLED 2.75 ACRES 100.0--- —125-- NATURAL GROUND CONTOUR I / TO 1/2 /NTEREST TO HAROLD R. / - UE I BROWSER, ✓R. & 1/2 /N7FREST TO UTILITY EASEMENT DEBRA L. BROWSER WLE CALLED 13.967 ACRES / BY WARRANTY DEED WATERLINE EASEMENT TO CRENSHAW REAL ESTA7F CF No. V892057 HCOPRRP SSE SANITARY SEWER EASEMENT I 3 PROPERTIES A,, L7D. / / STM SE STORM SEWER EASEMENT BY GENERAL WARRANTY DEED op w/ VENDOR'S L/EN / < DE DRAINAGE EASEMENT I CF No. 20070706637 HCOPRRP AE AERIAL EASEMENT I � \ I \ I I \ \ I I Prop 8" Woter. �o o(b r '�01a GAS INNOVA77ONS Q J I I 1 Sanitary „ar sew CALLED 38135 ACRES P. Q� y?� Sanitary II eO°e °at TO A & ✓ LEASING L. L. �� I BY SPEC/AL WARRANTY DEED 3 / I CALLED 22, 079 SO FT CF No. 20100329409 HCOPRRP I R (MORE OR LESS) TR 2 FxtBt I ! I TO ASHLEY MADRA Y & 8' I IJASON WILLINGHAM N'ot5y II BY SPEC/AL WARRANTY DEED NO. DATE REMSIONS LIEN w/ APP. I�EIVDORS' I CITY OF I CF No. W844933 HCOPRRP LA PORTE I $ HARRIS COUNTY, TEXAS I I I OFFSITE UTILITIES FOR STRANG ROAD I $ I CALLED GIS FACILITY (MORE OR R LESS) 7R 000 SO FI GENERAL CONSTRUCTION LAYOUT I I TO ASHLEY MADRAY & HAM WATER I I $ CALLED BY SPEC/AL WA RRARRA 1.4207 ACRE JASON W TO ASHLEY MADRA Y & / NTTYY DEED IJASON WILLINGHAM H'/ W84493VEADOS HCOPRRP I I LIEN BY GENERAL WARRANTY DEED / CF No. W844933 HCOPRRP J 0 N E S& C A R r T E R,tMc. J r ENGINEERS• PLANNERS- SURVEYORS I w/ VENDOR S L 21 RETA/NE j - Texas Board ojFrojessional Engineers Registration No. F-439 I II CF No. W844921 HCOPRRP 6335 Guinn 0r., Suite 100 Houston, Texas 77081 (713) 777-5337 SCALE: 1 �=100' DGN. BY: DGH $ / DATE MARCH 2O12 • REW 1 I I i RpP / OWN. BY. /DER JOB NO. EX�St�Op / R0066-002-00 DWG. NO. SUBMITTED: SURV BY: F.B. NO. I 2 5 .. S�Ptfl OF 7fkq� � (POW 2 ES) I .. . DOPNA Q HAY ES � 104M : Qj �'7 SHEET NO. — as Utilities — Road Offslte Utglties.dwg Mar 23,2012 — 11:56am CALLED 57.580 ACRES TO UNION CARBIDE 1NDUS7RIAL GASES INC. BY SPECIAL WARRANTY DEED CF No. U022409 HCOPRRP I Q y I CALLED 4.000 ACRES TO UNION CARBIDE INDUSTRIAL SER14CES COMPANY = 3 I BY DEED CF No. K215498 HCOPRRP �- CALLED 57.580 ACRES TO UNION CARBIDE INDUSTRIAL GASES INC. BY SPECIAL WARRANTY DEED CF No. M022409 HCOPRRP CALLED 97.477 ACRES (PARCEL No. 2) TO E.I. DU PONT DE NEMOURS AND COMPANY BY DEED CF No. C631829 HCOPRRP i -^"..".-... -'` fin''•'! CALLED 10.000 ACRES TO GIS PROPERTIES — HOUSTON, LLC BY SPECIAL WARRANTY DEED w/ VENDOR'S LIEN CF No. 20100519174 HCOPRRP l n 11�,j Prop 2 Ice Main i Exist Gravel Drive ML CALLED 13.967 ACRES TO CRENSHAW REAL ESTATE 6 PROPERTIES A L TD. BY GENERAL WARRANTY DEED w/ VENDOR'S LIEN I% CF No. 200707066-T7 HCOPRRP I ; N Ok 2" Force Main vrop to' GAS 11VNOVA77ONS Wategne e Sanitary Sewer Easement i CALLED 13.967 ACRES / TO CRENSHAW REAL ESTATE PROPERTIES A LTA BY GENERAL WARRANTY DEED w/ VENDOR'S L1EN / 1 CF No. 20070706637 HCOPRRP 1 f k CALLED 2.75 ACRES / TO 112 INTEREST TO HAROLD R. BROWSER, ✓R. & 112 INTEREST TO/ / DEBRA L. BROWSER BY WARRANTY DEED / CF No. V892057 HCOPRRP / CALLED 3.8135 ACRES TO A & ✓ LEASING L.L.P. BY SPECIAL WARRANTY DEED I CALLED 22 079 SO FT CF No. 20100329409 HCOPRRP I(MORE OR LESS) 17? 2 I TO ASHLEY MADRA Y & ✓ASON MILLINGHAM II BY SPECIAL WARRANTY DEED w/ VENDOR'S LIEN ICF No. W844933 HCOPRRP I I I$ CALLED 25,000 SO FT i (MORE OR LESS) TR 1 TO ASHLEY MADRA Y & JASON WILLINGHAM %k CALLED 1.4207 ACRE BY SPECIAL WARRANTY DEED TO ASHLEY MADRAY & / w/ VENDOR'S LIEN ✓ASON MILLINGHAM / CF No. W844933 HCOPRRP I BY GENERAL WARRANTY DEED I $ S / w/ VENDORLIEN RETAINED i I CF No. W844921 HCOPRRP I I $ i I Bye I Op s,W VARIES) I SRO I I eft Mo/4 BENCH MARK Elevations Shown Hereon are Based on Harris County Floodplain Reference Mark No. 060005 Located at the Intersection of Sens Road and Ditch F101-00-00 with a Published Elevation of 20.73 Feet, NAVD 88, 2001 Adjustment. I.B.M. A Being a Found Railroad Spike in a Power Pale Located at the Northeast Comer of the Intersection of SH 225 and Strang Road. Elevation - 21.17 Feet, NAVD 88, 2001 Adjustment T.B.M. B Being a Set Cut Square in Concrete Located on the West Side of Strang Road, as Shown Hereon. Elevation = 21.56 Feet, NAVD 88, 2001 Adjustment. T.B.M. C Being a Set 100-D Nag in a Power Pole Located at the Northwest Comer of the Subject Tract Elevation - 24.45 Feet, NAVD 88, 2001 Adjustment 100—YEAR FLOOD PI AIN According to Map No. 48201CO935L of the Federal Emergency Management Agency's Flood Insurance Rate Maps for Harris County, Texas and Incorporated Areas, Dated June 18, 2007, the Subject Tract is Situated Within: Unshaded Zone X Defined as Areas Determined to be Outside the 0.2X Annual Chance Floodplain (SOD -Year Flood). The FEMA Webeite (www.mmfamo.gov) was checked on July 5, 2011. At this Date no LOMC's were Reported. This Flood Statement does not Imply that the Property or Structures Thereon will be Free from Flooding or Flood Damage. On Rare Occasions Floods can and will Occur and Flood Heights may be Increased by Man -Made or Natural Causes. This Flood Statement shall not Create Liability on the Part of the Surveyor. LEGEND EXISTING PROPOSED ---mot--- --mot--- WATERLINE w/ GATE VALVE ---- ---- FLUSH VALVE w/ GATE VALVE -- --fit -- --Y PLUG & CLAMP w/ BLOW OFF ---�-- —�— SANITARY SEWER w/ MANHOLE — ��+--- SANITARY STACK ----< —C SANITARY LEAD • STORM SEWER w/ MANHOLE O STORM SEWER w/ INLET © —' - ---► —► SWALE CENTERLINE -—100.0--- --125-- NATURAL GROUND CONTOUR UE UTILITY EASEMENT WLE WATERLINE EASEMENT SSE SANITARY SEWER EASEMENT STM SE STORM SEWER EASEMENT DE DRAINAGE EASEMENT AE AERIAL EASEMENT — Gulf Interrnodal Srve\002-00 — OS Utilities — 101 Strang Road Offsite Uteities.dwg Mar 23,2012 — GENERAL CONSTRUCTION NOTES 1. WASTEWATER COLLECTION SYSTEMS, WATER, PAVING, TRAFFIC SIGNALS AND DRAINAGE SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CITY DOCUMENTS. THESE DOCUMENTS ARE "STANDARD CONSTRUCTION SPECIFICATIONS (MOST RECENT ISSUE JANUARY 2011) AND "STANDARD CONSTRUCTION DETAILS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE AND STREET PAVING" (MOST RECENT ISSUE JANUARY 2011) WITH ALL SUBSEQUENT AMENDMENTS ADDED THERETO UNLESS OTHERWISE NOTED AND APPROVED ON THESE PLANS. THE DESIGN MUST AGREE WITH THE MINIMUM STANDARDS ESTABLISHED IN THE LATEST ISSUE OF THE "INFRASTRUCTURE DESIGN MANUAL" (MOST RECENT ISSUE JANUARY 2011). NOTE THAT PLAN SIGNATURES AND LETTERS OF CAPACITY AVAILABILITY FOR STORM, WASTEWATER AND WATER EXPIRE AFTER ONE YEAR AND THE LATEST EDITIONS OF DESIGN RULES, SPECIFICATIONS, STANDARD DETAILS AND MANUALS SHALL GOVERN AS OF THE DATES FOR RESIGNING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT HE/SHE HAS THE MOST RECENT EDITIONS. THESE DOCUMENTS MAY BE OBTAINED FROM THE CITY OF LA PORTE DEPARTMENT OF PUBLIC WORKS. 2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING PUBLIC OR PRIVATE UTILITY LINES, INCLUDING BUT NOT LIMITED TO PAVING, WATER LINES, WASTEWATER COLLECTION SYSTEMS, STORM SEWER AND TRAFFIC SIGNALS DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH CURRENT EDITIONS OF CITY OF LA PORTE STANDARD CONSTRUCTION SPECIFICATIONS, DESIGN DETAILS AND DESIGN MANUALS. REPAIRS SHALL BE AT NO COST TO THE CITY OF LA PORTE. 3. ALIGNMENT, CENTERLINE CURVE DATA, AND STATIONING TO BE DETERMINED FROM APPROVED, RECORDED SUBDIVISION PLAT OR ROAD RIGHT-OF-WAY. 4. PLACEMENT OF UTILITIES IN EASEMENTS SHALL BE GOVERNED BY THE "STANDARD 10-FOOT AND 14-FOOT EASEMENTS" AS ADOPTED BY THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN AREA. 5. THE APPROXIMATE LOCATION OF EXISTING UTILITIES ARE GIVEN FOR REFERENCE ONLY. BEFORE COMMENCING THE WORK ON THIS CONTRACT, THE CONTRACTOR SHALL VERIFY BY FIELD INVESTIGATION THE ACTUAL LOCATIONS OF ALL UTILITY FACILITIES WITHIN AND ADJACENT TO THE LIMITS OF THE WORK THAT MAY BE AFFECTED BY THE WORK. CONFLICTS WHICH RESULT DUE TO NEGLIGENCE BY THE CONTRACTOR TO LOCATE, HORIZONTALLY AND VERTICALLY, EXISTING UTILITIES WHICH ARE SHOWN ON THE CONSTRUCTION DRAWINGS, OR WHICH THE CONTRACTOR HAS BEEN GIVEN NOTICE OR HAS KNOWLEDGE, SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE COST OF REMEDIAL WORK, REMOVAL OF PORTIONS OF THE WORK OR EXTENSIVE DESIGN CHANGES OCCASIONED BY THE FAILURE OF THE CONTRACTOR TO VERIFY THE LOCATION OF EXISTING UTILITIES AS DESCRIBED ABOVE SHALL BE BORNE BY THE CONTRACTOR. 6. CONTRACTOR IS TO CONTACT DIG TESS AT TEXAS 811 OR 1(800)344-8377 FOR LOCATION OF EXISTING FACILITIES THAT MAY NOT BE SHOWN ON THE PLANS AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. 7. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY THE "REGULATIONS OF HARRIS COUNTY, TEXAS, AND CITY OF LA PORTE, TEXAS FOR FLOOD PLAIN MANAGEMENT" PRIOR TO STARTING CONSTRUCTION. 8. CONTRACTOR TO OBTAIN ALL NOTIFICATIONS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITIES AND/OR CULVERTS WITHIN HARRIS COUNTY AND HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHTS -OF -WAY. CONTACT HARRIS COUNTY PERMIT OFFICE (713) 956-3035. 9. CONTRACTOR SHALL COMPLY WITH O.S.H.A. REGULATIONS AND TEXAS STATE LAW CONCERNING TRENCH SAFETY SYSTEMS. 10. CONTRACTOR TO FOLLOW CONSTRUCTION DETAILS IF DRAWINGS DEVIATE FROM CITY OF LA PORTE STANDARDS. 11. THE CONTRACTOR SHALL RETURN ALL EXISTING FACILITIES TO EXISTING OR BETTER CONDITION UNLESS OTHERWISE NOTED AT NO ADDITIONAL COST TO THE OWNER. 12. AUTHORIZATION NOTICE ISSUED BY HARRIS COUNTY PUBLIC INFRASTRUCTURE ENGINEERING DEPARTMENT PERMIT OFFICE REQUIRED PRIOR TO CONSTRUCTION OF UTILITIES OR LEFT TURN LANES WITHIN HARRIS COUNTY RIGHT-OF-WAY. CONTACT HARRIS COUNTY PERMIT OFFICE (713) 956-3035. 13. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING RED LINE RECORD DRAWINGS AT THE COMPLETION OF THIS JOB. PRIOR TO FINAL PAYMENT. 14. CONTACT CITY OF LA PORTE CITY ENGINEER 48 HOURS BEFORE START OF CONSTRUCTION AT (281)470-5063. WATERLINE CONSTRUCTION NOTES 1. ALL FOUR (4) INCH THROUGH TWELVE (12) WATERLINES TO BE CLASS 150 (DR-18), PVC (AWWA C-900), OR DUCTILE IRON AS SPECIFIED. ASBESTOS CEMENT WATERLINE Mu NOT BE APPROVED FOR THIS PROJECT. 2. TWELVE ER WATERLINES SHALL HAVE A MINIMUM COVER OF FIVE ((5 ET(iBELOW ) FLOW LINE OR LOF DITCH. THE CONTRACTOR SHALL UNIFORMLY VARY THE ELEVATION OF THE WATERLINE FROM THE DEPTH SHOWN ON THE PLANS TO FACILITATE CONFLICT AVOIDANCE AND MAINTAIN MINIMUM CLEARANCES. MAXIMUM DEFLECTION OF JOINTS SHALL NOT EXCEED THE PIPE MANUFACTURER'S RECOMMENDATIONS. 3. WATERLINE FITTINGS SHALL BE DUCTILE IRON UNLESS OTHERWISE NOTED. 4. WATERLINES SHALL BE CONSTRUCTED SO THAT ALL CROSSES AND TEES WILL NOT BE LOCATED UNDER PROPOSED OR FUTURE PAVING. 5. VALVES SHALL BE LOCATED OPPOSITE PROPERTY CORNERS EXCEPT AS SHOWN ON THE PLANS. 6. MAINTAIN 12-INCH MINIMUM CLEARANCE BETWEEN ALL WATERLINES, STORM SEWERS, AND CULVERTS UNLESS OTHERWISE NOTED. 7. FOR SPECIAL WATERLINE / SANITARY SEWER CLEARANCES, SEE SANITARY SEWER CONSTRUCTION NOTES. 8. WATERLINES SHALL BE BANK SAND -BEDDED AND BACKFILLED IN ACCORDANCE WITH THE LATEST EDITION OF CITY OF LA PORTE SPECIFICATIONS AND DETAILS. 9. SANITARY PRECAUTIONS MUST BE TAKEN DURING WATERLINE CONSTRUCTION, AS CALLED FOR BY AWWA STANDARDS. PRECAUTIONS INCLUDE KEEPING PIPE CLEAN AND CAPPING, OR OTHERWISE EFFECTIVELY COVERING OPEN PIPE ENDS TO EXCLUDE INSECTS, ANIMALS, OR OTHER SOURCES OF CONTAMINATION FROM UNFINISHED PIPE LINES AT TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 10. ALL NEWLY INSTALLED PIPES, COATINGS, AND RELATED PRODUCTS SHALL CONFORM TO AMERICAN NATIONAL STANDARDS INSTITUTE / NATIONAL SANITATION FOUNDATION (ANSI ANSI. NSF) STANDARDS AND MUST BE CERTIFIED BY AN ORGANIZATION ACCREDITED 11. DO NOT INCLUDE SERVICE CONNECTIONS IN THIS CONTRACT. HOWEVER, WHEN CONSTRUCTED, THEY WILL BE IN ACCORDANCE WITH THE LATEST EDITION OF CITY OF LA PORTE SPECIFICATIONS. 12. ALL FLUSHING VALVES AND VALVE BOXES SHALL BE ADJUSTED TO FINISH GRADE AFTER PAVING IS COMPLETE. FLUSHING VALVES SHALL BE TURNED TO FACE STREET. 13. PROVIDE GATE VALVE EXTENSION STEM AS DIRECTED BY THE ENGINEER. 14. CITY OF LA PORTE VALVES CLOSE LEFT. 15. HYDRANT TO BE FACTORY PAINTED AND EQUIPPED WITH HYDRO-LOC CONNECTION PER LA PORTE STANDARD DETAIL. 16. AFTER ACCEPTANCE OF HYDROSTATIC TESTING, THE CITY WILL CONDUCT THE REQUIRED BACTERIOLOGICAL SAMPLING OF THE WATERLINE. SANITARY SEWER CONSTRUCTION NOTES 1. ALL PROPOSED 8-INCH TO 12-INCH GRAVITY SANITARY SEWER LINES WILL BE DUCTILE IRON OR SDR 26 PVC PIPE ASTM D-3034, UNLESS OTHERWISE NOTED ON PLANS. 15 INCH GRAVITY LINES R-35 PVC ASTRM F5 679 UNLESS OTOHEANSE NOTED ON PLANS• NON PRESSUREEPVC MAY NOT BE SUBSTITUTED FOR W OR C-900 PVC, (OR 18 ONLY). 2. ALL TYPES OF SANITARY SEWER PIPE SHALL BE CEMENT SAND BEDDED AND BACKFILLED AS NOTED ON CITY OF LA PORTE SANITARY DETAIL FOR DRY STABLE TRENCH (NO SEPARATE PAY). 3. MAINTAIN 12-INCH MINIMUM CLEARANCE BETWEEN ALL SANITARY SEWERS, STORM SEWERS AND CULVERTS UNLESS OTHERWISE NOTED. 4. SEWER TRENCHES UNDER OR WITHIN ONE (1) FOOT OF PROPOSED OR FUTURE PAVEMENT TO BE BACKFILLED WITH CEMENT -SAND BACKFILL AS SPECIFIED, TO WITHIN ONE (1) FOOT OF SUBGRADE. INCLUDE COST OF BACKFILL IN UNIT PRICE BID PER LINEAR FOOT OF PIPE. 5. ALL SEWER LINES SHALL BE AIR -TESTED IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. 6. FOR ALL PVC PIPE, USE MANHOLE WATERSTOP GASKET AND CLAMP ASSEMBLY AT MANHOLE CONNECTIONS (NO SEPARATE PAY). 7. SANITARY SEWER MANHOLES SHALL BE STANDARD CITY OF LA PORTE, UNLESS OTHERWISE NOTED. ALL SANITARY MANHOLES WITHIN THE 100-YEAR FLOOD HAVE THE TOP SET AT LEAST TWELVE (12) INCHES ABOVE THE BASE FLOOD ELEVATION OR SEALED AND VENTED. 8. ALL MANHOLES SHALL BE SET SO THAT THE TOP OF THE CONE IS NO HIGHER THAN THE ADJACENT TOP OF CURB ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. THE FINISH RIM ELEVATION SHALL BE MET WITH PRE -CAST RINGS. TOTAL HEIGHT OF ADJUSTMENT RINGS MAY NOT EXCEED 18 INCHES. 9. ALL FAR SIDE LEADS SHALL BE SIX (6) INCHES OR EIGHT (8) INCHES AT 0.70% MINIMUM SLOPE AND SHALL BE PVC, DR 26, 160 PSI PRESSURE PIPES CONFORMING TO ASTM D-2241. STUBS AND FAR -SIDE LEADS WILL BE AWWA C-900, DR 18, WHERE THERE IS LESS THAN THREE (3) FOOT COVER TO TOP OF CURBS. 10. LEADS SERVING TWO LOTS SHALL HAVE A SERVICE "WYE" WITH PLUGS (NO SEPARATE PAY). THE "WYE".. SHALL BE LOCATED WITHIN THE STREET RIGHT-OF-WAY OR ADJOINING UTILITY EASEMENT. 11 ALL WRAP DUCTILE SPECIFIEDPIPE N ANSI SHALL BE 15C0 PSI WITH 5. EIGHT (8) MIL, BLACK VIRGIN POLYETHYLENE 21 12 THICKNESS H(NOMINAL), AH BE NVIRGINED WITH POLYETHYLENE 35 MIS (MNIMUM LILINER00R TO BE POLYCIZE, T D, ORO ASTM 4EQUAL. MIL AT ANY POINT WHERE D.I.P. CAN NOT BE � WRAPPED IN POLYETHYLENE TUBING, COAT THE EXTERIOR WITH POLYBOND OR APPROVED EQUAL 13. MANHOLE RIMS ARE TO BE SET AT THE ELEVATIONS SHOWN ON THE PLANS INITIALLY. AFTER PAVING AND GRADING IS COMPLETED, RIMS ARE TO BE ADJUSTED TO THREE (3) TO SIX (6) INCHES ABOVE FINAL GRADE AND BACK -DRESSED WITH DIRT TO PROVIDE DRAINNAGE AWAY FROM THE MANHOLE. 14. ALL PVC PIPE (ALL TYPES AND SDR/DR WALL THICKNESS TO BE USED) SHALL HAVE RUBBER GASKET EQUIPPED BELL AND SPIGOT JOINTS CONFORMING TO ASTM D-3212. THE GASKET MATERIAL SHALL CONFORM TO ASTM F-477. SOLVENT WELDED JOINTS WILL NOT BE APPROVED FOR THIS PROJECT. 15. FORCE MAIN SHOULD BE SDR 21 CLASS 200 PIPE WITH DUCTILE IRON FITTINGS, 150 CLASS MINIMUM AND EBAA RESTRAINT GLANDS. 16. IF WET SAND IS ENCOUNTERED IN THE FIELD, USE SPECIAL BEDDING PER CITY OF HOUSTON DWG 02317-01, 02317-02 AND AS DIRECTED BY THE ENGINEER. 17. WATERLINE / SANITARY MANHOLE AND SANITARY SEWER SEPARATION. ALL SANITARY SEWER FACILITIES AND POTABLE WATERLINES MUST BE INSTALLED SO AS TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEARANCE BETWEEN THEM. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, FOLLOW THESE SPECIAL PROCEDURES: xtw3a wAnm 1.II1n- eAtatAnv eXW XR CRaSSRVcs PRaPGSq, WATM PAIDGRY PROPOBi0 wA1PR PROPO.4RDFANRARY OR CORDRIOa S.RYIElGSAIaTARY' lalEtM(: WATRIt PROPOSaIBARrrARY sTY- w3moWATERnmRo ma LYkOINtA SANRARY s,mmy SAN y SANn'ARY a am" my 1P TIB amx• amx' alma• Omx' Emx' �hm1' IM1mT Om,i OAARANCRR balm balm Eiaim both" Om IP Um IO ,bm 1E' x a a. am 3D711n.r11 1. Q"x0lmrAaAQ/GW3pG'--POI Pm 130P9 mvlmr"wm A"ry ,abw "bJnmt z Vm,na"n ymaaya+.rwq,emvnm.p"rrd.ewea._m...mrm,"wr:_xa. r 3.4 PnlnxcnDN nXau,R�AEms nr WAThR Mnx- POnce Sum cRossmcs PROPOSED WATER PRIMARY PROP VAM PROPOS mltm1 OONDrr1ON 8X@TINCPORCEMARS on EX18rTfG WAMRR PAOPOS®FORCEMAIN RR m11R WAi O nt { RR CDND[r10N.9 PORCH MAIN PORCA MAIN PORt9MAM TOnCRMAIN ca - m a"" renm un,r amx• umx• CIFARATtaw a balm Haim W balm MIwIO Om,10' ,M 10' Wm la ] 4" S (a 3 Eat `PROIflCIIa9ReQ11IX@tdBtitSFOAYARC6MA'b584�{9.9 m.a„ND ,. ce<nmr.<n "la<]Ojro,A"N4 a", mam �a al "rotor wr�m.wma donalm+ •Saw mnmm.m,�. z C"utrvrtmnr,b"Mam,00J6N/oW �CfOn CADPiC mHarda6,w MJwvrnln i Noto0w,3 t A nbaam�ed t Aq.r,amtrJxk>Moob,"i 101 a,i"mmmh,W ymaavamm P ""]Ole,IMa �C•atl KL•aaA lRlpq mWmlmbmbmy,r.rr. !'tm/, ben w../aaea.atitito"Am.wa,w: 3harammaro,moA i A 4W.ylma,an%gaalery,rnr Ma 130 pa eWMRM am pa<G900w oOm nPA"'rAWmu, ptE, Ma RW"P,^n,d,pr,n m a,P<'tlmrda, wtl"p' ,rnrrtaro 10!"r{e", W"bc i a,mlmm,almex+aal+maa.P,..m,wvdD.e,mab „mNw. aswaan"e,�.e p®.ppmw,maa. "v",a<aaw",nummam".a AA<mwmlaloapm dill �/rmPO•,�aRaPMtl6etaO"a al"Pb oMdaANaamV A a A C"Mra"Wmmn,afaerlolMolmlrmymvl30pq a,Ndaab /m,gp<Ca00 adM9Pm•IP piPm"nrEm A tWa„eO aaMll"AmMdadORfm al Pnaw aJa„rov MaVn 10lm�a, mmib". a, wa„PIa FrrP<�N^.b.l� N P^O-,mdA � � maae� �bbrMalHx � wwr ro a born a3on h aR d ar ,"a/mr m„r and as 9mn" � tl" PrM AeMcmaar,W qan m"r. < c"n..e.awnm,aJuorxO+M.v..rbwma,aaarms,mrrrx< SPECIAL NOTES: LOCATION OF SANITARY SEWER FACILITIES 1. IF STAKES ARE LEFT IN THE GROUND AT THE STACKS AND LEADS AFTER CONSTRUCTION OF UTILITIES, THEN AN EFFORT WILL BE MADE TO PRESERVE THEM DURING PAVING CONSTRUCTION. HOWEVER, IF THESE STAKES ARE KNOCKED OUT FOR ANY REASON, THE UTILITY CONTRACTOR REMAINS RESPONSIBLE FOR LOCATING AND MARKING THE FACILITIES AS DESCRIBED IN SPECIAL NOTE 3. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING RED LINE RECORD DRAWINGS SENCWDING RVICES) MEASUT THE EMMPLETI ROOFF THOS FIED XOB. OBJECTS TO ENDS OF SANITARY SEWER 3. THE UTILITY CONTRACTOR IS RESPONSIBLE FOR LOCATING AND MARKING ALL STACKS AND FAR SIDE LEADS. AFTER THE PAVING IN THIS SECTION IS COMPLETED, A 1/4-INCH DEEP NOTCH SHALL BE CUT IN THE CURB AND PAINTED WITH A RED LINE ADJACENT TO THE STACK OR LEAD. UTILITY NOTES OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD 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. CAUTION: UNDERGROUND ELECTRICAL FACILITIES UNDERGROUND ELECTRICAL FACILITIES EXIST IN THE AREA OF THIS PROJECT. DO NOT BEGIN CONSTRUCTION UNTIL THESE FACILITIES HAVE BEEN LOCATED AND STAKED. TO HAVE THESE UNDERGROUND FACILITIES STAKED, CALL THE UTILITY COORDINATING COMMITTEE AT (713) 223-4567, OR TOLL FREE AT 1-800-669-8344, AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION. CenterPoint Energy/Electric Facilities VALID AT TIME OF REVIEW ONLY CAUTION: UNDERGROUND GAS FACILITIES LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE CENTERPOINT ENERGY, INTRASTATE PIPELINE I.I.C. WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. OUR SIGNATURE ON THESE PLANS ONLY INDICATE THAT OUR FACILITIES ARE SHOWN IN APPROXIMATE LOCATION. IT DOES NOT IMPLY THAT A CONFLICT ANALYSIS HAS BEEN MADE. THE CONTRACTOR SHALL CONTACT THE 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 CENTER POINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE, CALL (713) 967-8037 (7:00 AM TO 4.30 PM). FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS. -WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF CENTER POINT ENERGY FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. -WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT MUST BE PROVIDED TO THE FACILITIES TO PREVENT EXCESSIVE STRESS ON THE PIPING. -THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. CenterPolnt Energy/Gas Facilities (Gas service lines are not shown) VALID AT TIME OF REVIEW ONLY MAT TEXASaBC FACILITIES 1. THE LOCATIONS OF AT&T TEXAS/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. 2. THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED. 3. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF AT&T TEXAS/SBC FACILITIES, ALL EXCAVATIONS MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE CONTRACTOR SHALL EXPOSE THE AT&T TEXAS/SBC FACILITIES. 4. WHEN AT&T TEXAS/SBC FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES, THE CONTRACTOR SHALL BRACE THE POLE FOR SUPPORT. 5. THE PRESENCE OR ABSENCE OF AT&T TEXAS/SBC UNDERGROUND CONDUIT FACILITIES DOES NOT MEAN THAT THERE ATE NO DIRECT BURIED CABLES IN THE AREA. FOLLOW THE DIRECT CABLE PROCEDURES TO LOCATE THE AT&T TEXAS/SBC DIRECT BURIED CABLES AS INDICATED IN THE AT&T TEXAS RESEARCH AND SIGNATURE PROCESS FOR AT&T TEXAS/SBC FACILITIES. 6. PLEASE CONTACT THE AT&T TEXAS DAMAGE PREVENTION MANAGER MR. ROOSEVELT LEE JR. AT (713) 567-4552 OR E-MAIL HIM AT RL72590ATT.COM. IF THERE ARE QUESTIONS ABOUT BORING OR EXCAVATING NEAR OUR AT&T TEXAS/SWBT FACILITIES. AT&T TEXAS/SBC Approved for underground conduit facilities only. Signature valid for one year. I NO. I DATE I REVISIONS I APP. CITY OF LA PORTE HARRIS COUNTY, TEXAS OFFSITE UTILITIES FOR S' GIS FACILITY CONSTRUCTION NOTES • r JONES&CARTERoNa. ENGINEERS•PLANNERS•SURVEYORS Texas Board ofProfessional Engineers Registration No. F-439 6335 Guifton Dr., Suite 100 Houston, Texas 77081 (713) 777-5337 SCALE: N.T.S. DGN. BY: DGH DATE: MARCH 2O12 OWN. By; REW/OER JOB N0. R0066-002-00 DWG. NO. SUBMITTED: SURV. BY: F.B. NO. ....................... *,,�i DONNA ¢ HAYES i .� .............. . 104660 Q� I�l�� SHEET NO. �/CENSE� 0��� !V 5 %�h�:: , OF 19 - Gulf Intermodai Srvs\GO2-00 - OS Utilities - 101 Strang Mar 23.2012 - 11:55am Jg C NOTES: C v ° x 1D Contractor to Field Verify Location of Existing Utilities. FLUSH VALVE NOTE: x According to the City of Lo Porte Water System Design o Criteria, All Flush Valves Shall Have a Hydrolock Quick -Connect 5-Inch Steamer Connection Facing the Street. The Bottom of { Jthe Hydrolock Connection Should be at Least 18-Inches From a Natural Ground. °0 0c�3 Minimum of 4' Horizontal and Vertical Separation Between Waterline f o�A �w and Force Main. Ci 4� 0° CALLED 57.580 ACRES Aro eQ TO UN/ON CARBIDE INDUSTRIAL GASES /NC. ^x CALLED 4. 000 ACRES BY SPEC/AL WARRANTY DEED q TO UN/ON CARBIDE /NDU57R/AL SERVICES COMPANY CF No. M022409 HCOPRRP I BY DEED Edge of ( CF No. K215498 HCOPRRP d I CALLED 57.580 ACRES Brush TO UNION CARBIDE /NDU57RIAL GASES INC. i BY SPECIAL WARRANTY DEED Exist I Exist CF No. U022409 HCOPRRP 12" RCP ist 15" RCP Ex Conc ! Top Of Bank Drlvewa Exist TOP Of Bank Conc. Top Of Bank Driveway L Ditch— t, CL Ditch CL Ditch ------------------------ ------ Top Of Bank n, Top Of Bank Top Of Bank \ Exist Asphalt V Q _ - e _ _ STRANG ROAD Road 3 tw �1-8 X8" TBe.AB— -- - — — — — — g — ROW YAR/ES — — — t0 ` — — — — — — — 1—-- — — — - — — - - - - Star 7*89, 24' Rt ! Exist 15" 2-8" GV & Box —1 To Of Bank CMP CL Ditch Top Of Bank Exist Grovel "" y 20 4'� CL Ditch — — -- —•—•_ Driveway— Overhead s� _ ,8 _ Power aP aP r� 6P ore ar aP or ar ar ar ar ar a 5' Overhead Top Of Bank ` Exist Power Exist C� U 1-8" GV &Box 1-8"x6" Tee, AB Exist 8" Chain Link " " Asphalt h 1-8" Plug w/2" 1-6" GV & Box PVC Exist I Fence Prop 8 Prop 2 y Q Threaded To 1-FV 7.0' Bury) Gravel I Water (C-900J CALLED 13.967 ACRES Force Main " p ( Road i Ai - TO CRENSHAW REAL ESTA7F PROPER77ES A,, L7D. Clas(SDs 21 PVC) ,� 1-2 B/owoff Sta 7-F68, 29 Rt 2-2 -45' Bends, AB C/oss 200 % Il Sta 7+46 24' Rt See Flush Valve Note W BY GENERAL WARRANTY DEED w/ VENDOR'S LIEN on 7iris Sheet j ( Prop 8" CF No. 20070706637 HCOPRRP 1-8"x6" Tee, AB Be in Trenchless i y Water (C-900) 1-6" GV &BoxConstructionConstructioness t CALLED 3.8135 ACRES �> I " 1—FV (7.0' Bury) � !. Prop 2 Sta 10+90, 22 Rt Sto 11+62, 22' Rt TO A & ✓ LEASING L.L.P. oQ �` x m Sta 10+68, 26 Rt . c a Force Main BY SPECIAL WARRANTY DEED a —" a ! See flush Valve Note Q Q Q Y m x t m (SOR 21 PVC) j �O h w i CF Non This Sheet o. 20f00329409 HCOPRRP W m a $ C/oss 200 � I { a a �(L a o m ¢ o ¢v v 3 o r n o° 0 0 STRANG ROAD ........... : f i I i t 3 3 f I i i ! i s € I ; i I I { i I 3 [ 3 i : � � i i i ........ 3 : .................ii i i ii I EE { : .... . .......;..................... ... .......... .......... i .....................b.............................................. y a .. ... i f , iI ii! j 3 i jj i i € ( ' t ! ! ...1... ....r... ....E ... ....r................. . t i ........'... i � f , i € ( i i Exist 3 E i i i I i 3 i i ! ! ! t t Pavem t , I i i 3 � , i , i E I E ist I t , ............................a.......................................................................i.................................... ........... ,.. .. i .. � I Left { d..................................t...................................y.............................................................................................s...................................x................. { ........ ! i i i !E i 3 { t 3 i lrivement , a..................................i�.............3.................•.................,..... ...�.... t i € t '• t i No ura/ Ground Exit Exis! 1 I , ; , t 1 i ( ! , ' 3 i t : j I�i ht �--- i Pavement Pavgment ; I , j 3 ("' g ) l { i ®�aSe/%net Ri ht Le -- ------ -- • i i 1OB (Left of f Ditch} I TOI I (Left of CE of bitch) i• ---�- _ I i i i i , ! , , , ! ! i i I ' TOB I (Right f of Ditch) y ! i ............ ) .._ I I ? i I ? I - -- - i ; j T08 (Right of (� of Ditch i { ol Ditch ........... i { I { i i I i i I I 3 ! .. E • i , i 7i ' � 1 i ( i , , • ; ! jj p................. ..................................... E Exist 8 I of itch 3 'RCP ? j j I ...�fof Ditctj............. FV 7 \\Clustercoro\khou\PROJECTS\R0066 — Gulf Intennodal Srvs\002-00 — OS Utilities — 101 Strang 8 Road Offaite Ut lltieadwg Mar 23,2012 — 11:55am Jg Prop Forco Ma%n 9 10+00 FV 1�,I AWAM IN BENCH MARK Elevations Shown Hereon are Based on Harris County Floodploin Reference Mark No. 060005 Located of the Intersection of Sens Road and Ditch:FIOI-00-00 with o Published Elevation of 20.73 Feet, NAVD 88, 2001 Adjustment. I.I.M. A Being a Found Railroad Spike in a Power Pole Located at the Northeast Comer of the Intersection of SH 225 and Strong Road. Elevation = 21.17 Feet, NAVD 88. 2001 Adjustment Being o t�Set Cut Square in Concrete Located on the West Side of Strong Road, as mown Hereon. Elevation - 21.56 Feet, NAVD 88, 2001 Adjustment. BeinT na Set 10D—D Nall in a Power Pole Located at the Northwest Cone of the Subject Tract. Elevation — 24.45 Feet, NAVD 88, 2001 Adjustment. 100— AR FLOOD PI AIN According to Map No. 48201CO935L of the Federal Emergency Management Agency%s Flood Insurance Rate Maps for Harris County, Texas and incorporated Areas, Dated June 18, 2007, the Subject Tract is Situated within: Unshaded Zone X Defined as Areas Determined to be Outside the 0.2X Annual Chance Floodplain (500—Year Flood). The FEMA Website (www.msc.fena.gov) was checked on July 5, 2011. At this Date no LOMC's were Reported. This Flood Statement does not Imply that the Property or Structures Thereon will be Free from Flooding or Flood Damage. On Rove Occasions Floods can and will Occur and Flood Heights may be Increased by Man —Made or Natural Causes. This Flood Statement shall not Create Liability on the Part of the Surveyor. AVY—AIM I NO. I DATE I REVISIONS I APP. CITY OF LA PORTE HARRIS COUNTY, TEXAS OFFSITE UTIL ITIES FOR STRAN G ROAD GIS FACILITY STRANG ROAD 7+00 TO 12+00 r' JONES&CARTERone. • r ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. P-439 6335 Guillon Dr., Suite 100 Houston, Texas 77081 (713) 777-=7 SCALE: 1"=20' H., 1"=2' V. DGN. BY: DGH DATE: MARCH 2O12 OWN. BY: REW/OER JOB No. R0066-002-00 DWG. NO. SUBMITTED: SURV. BY: F.B. NO. ' S�PSE OF rft4, ................................ OONVA Q HAYES j �� .• 104860 :�Q�� SHEET NO. �I� kF•.!/CENSEO 0�2� ` /L•VVV C %% \NA OF 19 I ; 1-80x6' Tee, AB 1-6' GV & Box 1—FV (7.5 Bury) Sta 12+45 26' Rt See flush Valve Note Exist IQ on This Sheet Asphalt i Top f Bank y CL Ditch Top; op Of Bank QBegin Trenchless �i Prop 2" Exist Construction Force Main Asphalt Sta 12+72 23.5' Rt SOR 21 PVC)) Road a200 -` - - - - 13 - — 41 2-2'--45' Z Bends AB V 4 7-1cip Of Bank itch �_ i Edge k o Exist Brush Gravel 0 Driveway 0 Edge of Brush ' Chain Link Fence 41 0 0 U U io d' Exist 3'3 Pavemdnt ........ ..... I (Left of CE of it of of Ditch) i , Ditch s Prop 12 \\Clustercorp\khou\PROJECTS\R0066 - Gulf Intermodol Sm\002-00 - OS UtillUes - 101 LF — 13 - 11:54om No CALLED 57.580 ACRES TO UNION CARBIDE INDUSMIAL GASES INC. BY SPECIAL WARRANTY DEED CF No. M022409 HCOPRRP NOTES: 1Q Contractor to Field Verify Location of Existing Utilities. Q FLUSH VALVE NOTE: According to the City of La Porte Water System Design Criteria, All Flush Valves Shall Have a Hydrolock Quick —Connect 5—Inch Steamer Connection Facing the Street. The Bottom of the Hydrolock Connection Should be at Least 18—Inches From Natural Ground. (1) Minimum of 4' Horizontal and Vertical Separation Between Waterline and Force Main. 1-8"x6" Tee, AB 1-60 GV & Box 1—FV (8.0' Bury) Sto 15+45, 26' Rt End Trenchless See flush Valve Note Construction on This Sheet Sto 13+24, 23.5' Rt STRANG ROAD 3 — - - ROW YAR/ES - is - - - - - - - - - Overhead Prop 8' Power Water (C-900) JQn Of Bank CL DI ----- —==—= --m....... — de _ _ _•—•_.._ _ _ — ..... — _ ... £Z 0 o fJ I c —I bZ� \ - / —I Exist Chain Link / Fence 24 — _..... all— —d0 du— £Z — £Z _-Top Of Bank_ Ll CALLED 10.000 ACRES TO GIS PROPERAES - HOUSTON, LLC BY SPECIAL WARRANTY DEED W/ VENDOR 5' LIEN CF No. 20100519174 HCOPRRP Of 1-8' GV & Box 1-8' Plug w/2' Threaded Top 1-2' B/owoff Sto 15+66, 23.5' Rt F1 m m m m m m m m m m m m m I m m m m m m m m m m m m n a a a. a a a a a. a. a a. 75 0 0 o 0 0 0 0 0 0 0 0 0 U U U U U e • e ¢ n n ¢ e e e e ¢ ¢ 0 V) to ka k0 to V7 tD 0 V1 V) b t0 aJ STRANG ROAD ExistPavem ? I (Right)11nt 1 JrTOB ((light of 1q of of q Prop P/u9 a @EN.—��, CH MAR Elevations Shown Hereon are Based on Harris County Floodplain Reference Mark No. 060005 Located at the Intersection of Sens Road and Ditch F101-OG-00 with a Published Elevation of 20.73 Feet, NAVD 88, 2001 Adjustment. I.B.M. A Being a Found Railroad Spike in a Power Pole Located at the Northeast Comer of the Intersection of SH 225 and Strang Road. Elevation - 21.17 Feet, NAVD 88, 2001 Adjustment T.B.M. B Being a Set Cut Square in Concrete Located on the West Side of Strang Road, as Shown Hereon. Elevation - 21.56 Feet, NAVD 88, 2001 Adjustment. BeingaSet 100-D Nall in a Power Pole Located at the Northwest Comer of the Subject Tract. Elevation = 24.45 Feet, NAVD 88, 2001 Adjustment. 100—YEAR FLOOD PI AN According to Map No. 48201CO935L of the Federal Emergency Management Agency's Flood Insurance Rate Maps for Harris County, Texas and Incorporated Areas, Dated June 18, 2007, the Subject Tract is Situated Within: Unshaded Zone X Defined as Areas Determined to be Outside the 0.2% Annual Chance Floodplain (500-Year Flood). The FEMA Webelte (www.mmfbma.gov) was checked on July 5, 2011. At this Date no LOMC's were Reported. This Flood Statement does not Imply that the Property or Structures Thereon will be Free from Flooding or Flood Damage. On Rare Occasions Floods can and will Occur and Flood Heights may be Increased by Man -Made or Natural Causes. This Flood Statement shall not Create Liability on the Part of the Surveyor. Miles CITY OF LA PORTE HARRIS COUNTY, TEXAS OFFSITE UTIUTiES FOR STRANG ROAD GIS FACILITY STRANG ROAD 12+00 TO 16+00 r'' JONES&CARTER,iNe. ENGINEERS¢PLANNERS•SURVEYORS Texas Board ofProfessionaf Engineers Registration No. F-439 6335 Gulflon Dr., Suite 100 Houston, Texas 77081 (713) 777-5337 SCALE: 1.=20' H., 1 "=2' V. DGN. BY: DGH DATE: MARCH 2O12 OWN. BY: REW/DER JOB No. R0066-002-00 DWG. NO. SUBMITTED: SURV. BY: F.B. NO. S, • � ••rye, DONNA B. HAYES 104660 u SHEET NO. 7 OF 19 CALLED 4.000 A CRES TO UNION CARBIDE INDUSTRIAL SER14CES COMPANY BY DEED CF No. K215498 HCOPRRP 1c7,oio c9n✓aogs Exist Conc. Driveway Exist 12" RCP CALLED 57.580 ACRES � TO UNION CARBIDE INDUSTRIAL GASES INC. BY SPECIAL WARRANTY DEED CF No. M022409 HCOPRRP Edge of Brush 0 a 0 RE11111111F, � I I Y � 1 o = to o O i ;l 06 to— I I I tm m 3 Prop 8" g o' ao Water C-900 Prop 2" Force Main (SDR 21 PVC) $ I Class 200 2-2"--45' Bends, AB Exist B" PVC CALLED 13.967 ACRES TO CRENSHAW REAL ESTATE PROPERTIES A L 7D. BY GENERAL WARRANTY DEED w/ VENDOR'S LIEN CF No. 20070706637 HCOPRRP Prop 2" — Prop 8" Force Moln Water C-900 (SDR 21 PVC) Exist Class 200 Chain Link Fence Exist Gravel Road L 13�$ I CALLED 3.8135 ACRES I TO A & J LEASING L.L.P. BY SPECIAL WARRANTY DEED \ $ CF No. 20100329409 HCOPRRP Exist s Gravel Driveway I W U ti GAS INNOVATIONS Gravel 1 1 1 a of 1y1 of GAS INNOVA nONS of NOTES: 1Q Contractor to Field Verify Location of Existing Utilities. (2) FLUSH VALVE NOTE: According to the City of La Porte Water System Design Criteria, All Flush Valves Shall Have a Hydrolock Quick —Connect 5—Inch Steamer Connection Facing the Street. The Bottom of the Hydrolock Connection Should be at Least 18—Inches From Natural Ground. Minimum of 4' Horizontal and Vertical Separation Between Waterline and Force Main. -PROP 10' WA7PRLINE d• SANITARY SEWER EASEMENT r. 1-8ir6" Tee, AB 1-6" GI/ do Box 1—FV (8.0' Burk) Sta 3+50, 1 Rt iee Flush Valve Note Top Of Zu ...�— Top Of Boi of J of Ditch) W BENCH MARK Elevations Shown Hereon are Based on Harris County Floodplain Reference Mark No. 060005 Located at the Intersection of Sens Road and Ditch F101-00-00 with a Published Elevation of 20.73 Feet, NAVD 88, 2001 Adjustment. BeiT g T.B. nFound Railroad Spike in a Power Pole Located at the Northeast Comer of the intersection of SH 225 and Strang Road. Elevation - 21.17 Feet, NAVD 88, 2001 Adjustment T.B.M. B Being a Set Cut Square in Concrete Located on the West Side of Strang Road, as Shown Hereon. Elevation = 21.56 Feet, NAVD 88, 2001 Adjustment. T.B.M. C Being a Set 100-D Nall in a Power Pole Located at the Northwest Comer of the Subject Tract. Elevation - 24.45 Feet, NAVD 88, 2001 Adjustment. 100—YEAR FLOOD PLAIN According to Map No. 48201CO935L of the Federal Emergency Management Agency's Flood insurance Rate Maps for Harris County, Texas and Incorporated Areas, Dated June 18, 2007, the Subject Tract is Situated Within: Unshaded Zone X Defined as Areas Determined to be Outside the 0.2X Annual Chance Floodplain (500-Year Flood). The FEMA Website (www.moe.fema.gov) was checked on July 5, 2011. At this Date no LOMC's were Reported. This Flood Statement does not Imply that the Property or Structures Thereon will be Free from Flooding or Flood Damage. On Rare Occasions Floods can and will Occur and Flood Heights may be increased by Man -Made or Natural Causes. This Flood Statement shall not Create Liability on the Part of the Surveyor. Ate' AUP I NO. I DATE I REVISIONS I APP. I CITY OF LA PORTE HARRIS COUNTY, TEXAS OFFSITE UTiUTIES FOR STRANG ROAD GIS FACILITY GAS INNOVATIONS 1+00 TO 4+50 r JONES&CARTE Rollie. ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 6335 Guifton Dr., Sufte 100 Houston, Texas 77081 (713) 777-5337 SCALE: 1"--20' H., 1"=2' V. DGN. BY: DGH DATE: MARCH 2O12 OWN. BY: REW/DER JOB No. R0066-002-00 DWG. NO. SUBMITTED: SURV. BY: F.B. NO. DONNA 0. HAYES ........................ 1046M 0+00 is — Gulf Intemodal — as Utilities — 101 Strang Uantles.dwg Mar 23.2012 — 11:54am ilg N 3 4 5+00 NOTES: 1Q Contractor to Field Verify Location of Existing Utilities. (2) FLUSH VALVE NOTE: According to the City of La Porte Water System Design Criteria, All Flush Valves Shall Have a Hydrolock Quick —Connect 5—Inch Steamer Connection Facing the Street. The Bottom of the Hydrolock Connection Should be at Least 18—Inches From Natural Ground. Minimum of 4' Horizontal and Vertical Separation Between Waterline and Force Main. vl 2 20 tsi 5+00 G CALLED 13.967 ACRES TO CRENSHAW REAL ESTATE PROPERTIES A,, LTD. BY GENERAL WARRANTY DEED w/ VENDOR'S LIEN CF No. 20070706637 HCOPRRP Prop 2' — Force Mo/n (SDR 21 PVC) Class 200 20 20 Prop 8' Water AC-900) CALLED 3.8135 ACRES TO A & ✓ LEASING L.L.P. BY SPECIAL WARRANTY DEED CF No. 20100329409 HCOPRRP l0J 1-8'x6' Tee, AS 1-6' GI/ & Box 1—FV (5.5' Burk) Sta 6+50, 1 Rt See Flush Volve Note ;n Th/s Sheet Exist Chain Fence Top Of CALLED 2.75 ACRES TO 112 INTEREST TO HAROLD R. BROWSER, ✓R. & 112 INTEREST \ TO DEBRA L. BROWSER BY WARRANTY DEED \ CF No. V892057 HCOPRRP g%S 2-2ir45- Bend, AS 7--•••—_._.._. e __...._ CL tch� "` •--- 20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- T n-------2D PROP 10' WA7ERLINE & SANITARY SEWR EASEMENT l I ANZ I 1Z I Kq 161VAEAN I rel , (Left of CL of 2' iAF Exist Gravel Road GAS 1NN014A77ONS Exist Chain I Fence Gate Prop 2' — Force Mo/n (SDR 21 PVC) Class 200 Exist Chain Link Fence Edge of Brush �� ♦�� 0 ry� 0 AR FM 2, m 1 ° c° a. m ° BENCH MARK Elevations Shown Hereon are Based on Harris County Floodplain t a m Reference Mark No. 060005 Located at the Intersection of Sens Road and Ditch F101-00-00 with a Published Elevation n °. of 20.73 Feet, NAVD 88, 2001 Adjustment. 7 B.M. A / Being a Found Railroad Spike in a Power Pole Located at the Northeast Comer of the Intersection of SH 225 and Strong Road. Exist Elevation = 21.17 Feet, NAVD 88, 2001 Adjustment Chain Link Fence oa e 3m T.B.M. B Being a Set Cut Square in Concrete Located on the West Side Strang Road, Shown 0-o cb a of as Hereon. / Elevation = 21.56 Feet, NAVD 88, 2001 Adjustment. a 31et Being s 10G-D Nall in a Power Pole Located at the c // Northwest Comer of the Subject Tract. 0° Elevation - 24.45 Feet, NAVD 88, 2001 Adjustment 1��AR��PLAIN According to Map No. 48201C0935L of the Federal Emergency Management Agency's Flood Insurance Rate Maps / for Harris County, Texas and Incorporated Areas, Dated June / e m 18, 2007, the Subject Tract is Situated within: Unshaded Zone X Defined as Areas Determined to be Outside the 0.2% �} °��g Annual Chance Floodpiain (500—Year Flood). _ The FEMA Website (www.moc.fena.gov) was checked on ,Ally 5, 2011. At this Date no LOMC's were Reported. This Flood Statement does not Imply that the Property or Structures Thereon will be Free from Flooding or Flood JP Damage. On Rare Occasions Floods can and will Occur and h. 4 Flood Heights may be increased by Man —Made or Natural 0 Causes. This Flood Statement shall not Create Liability on Exist ` the Part of the Surveyor. Concrete Ditch Structure 8' 24" RCP P7 AVY MAP "N .I. DATE I REVISIONS I APP. 1 CITY OF LA PORTE HARRIS COUNTY, TEXAS .ITIES FOR STRANG GIS FACILITY GAS INNOVATIONS 4+50 TO 8+52.71 • I1 JONES&CARTE Ronc. ENGINEERS"PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 6335 Gul@on Dr., Sure 100 Houston, Texas 77081 (713) 777-5337 SCALE: 1'=20' H.. 1 "=2' V. DGN. BY: DGH DATE: MARCH 2O12 OWN, BY: REW/OER JOB No. R0066-002-00 DWG. NO. SUBMITTED: SURV. BY: F.B. NO. .. DONVA Ci. HAYES 104@60 :moo j /�� SHEET NO. 'aF'•�iOENSE0�0��'4i � 9 ,��� 0 : O of 19 — Gulf Intemodal — OS Utnntes — 101 — 11:54am )g CALLED 13.967 ACRES TO CRENSHAW REAL ES TA 7F PROPER77ES A L TD. BY GENERAL WARRANTY DEED w/ VENDOR'S LIEN CF No. 20070706637 HCOPRRP CALLED 3.8135 ACRES TO A & ✓ LEASING L.L.P. Prop 2" BY SPECIAL WARRANTY DEED Check Valve 45' Bend, AB Exist "x CF No. 20100329409 HCOPRRP 1-2 Chain 1-6 x2" Wye, AB Fence Exist Gate Chain Connect to Edge of Fence Link Exist 6" Force Brush Main Overhead Power Op j OF a 0 4' Top Of Bank CL Ditch (Stain/ess Stee/) 1 Top Of Bank Exist Concrete 1 Ditch Structure f o o m s 5 ; 0 0 O O O 0 Om» 0 O >> v v v a° vs.° >°>° 0 v >° ° ¢ 0 " 0 00 p O� to to io ma.33 k9 a 3f—i 0 Exist ! 8" Exist 1 2 Prop 2" Force Ma/n (SDR 21 PVC) Class 200 Prop 8" Water (C-900) Begin Trenchless Construction Sta 2t 11, 8.5' Rt N Chain Link Fence ?r 24" RCP End Trench/ess —� Construction Sta 2l-64, 8.5' Rt SeHe 146 of rL Y O 0 C 0 0 NOTES: Q. a Q Contractor to Field Verify Location of Existing Utilities. t 0 a FLUSH VALVE NOTE: According to the City of La Porte Water System Design Criteria, All Flush Valves Shall Have a Hydrolock Quick —Connect 5—Inch Steamer Connection Facing the Street. The Bottom of the Hydrolock Connection Should be at Least 18—Inches From Natural Ground. I� Minimum of 4' Horizontal and Vertical Separation Between Waterline and Force Main. Exist Chain Fence 0 CALLED 2.75 ACRES TO 112 INTEREST TO HAROLD R. BROWSER, JR. & 112 INTEREST TO DEBRA L. BROWSER BY WARRANTY DEED CF No. V892057 HCOPRRP 1-80x8" Wye, AB 1-8" GV & Box 1-8" Plug w/2" Threaded Tap 1-2" Blowoff Sta 3*00 12' Rt Concrete Ditch Structure S.H. 146 (ROW VARIES) 1-20x45' Bends, AB 8" 3 of q Power CL Ditch Top Of Exist Concrete Driveway Nk� of n 5+00 BENCH MARK Elevations Shown Hereon are Based on Harris County Floodplain Reference Mark No. 060005 Located at the Intersection of Sens Road and Ditch F101—OD-00 with a Published Elevation of 20.73 Feet, NAVD 88. 2001 Adjustment. Being a Fond Railroad Spike in a Power Pole Located at the Northeast Comer of the Intersection of SH 225 and Strang Road. Elevation - 21.17 Feet, NAVD 88, 2001 Adjustment T.B.M. B Being a Set Cut Square in Concrete Located on the West Side of Strang Road, as Shown Hereon. Elevation — 21.56 Feet, NAVD 88, 2001 Adjustment. T.B.M. C Being a Set 100—D Nall in a Power Pole Located at the Northwest Comer of the Subject Tract. Elevation - 24.45 Feet, NAVD 88, 2001 Adjustment. 100—YEAR FLOOD PLAIN According to Map No. 48201CO935L of the Federal Emergency Management Agency's Flood insurance Rate Maps for Harris County, Texas and Incorporated Areas, Dated June 18. 2007, the Subject Tract is Situated within: Unshaded Zone X Defined as Areas Determined to be Outside the 0.2% Annual Chance Floodplain (500—Year Flood). The FEMA Website (www.msc.fema.gov) was checked on July 5, 2011. At this Date no LOMC's were Reported. This Flood Statement does not Imply that the Property or Structures Thereon will be Free from Flooding or Flood Damage. On Rare Occasions Floods can and will Occur and Flood Heights may be Increased by Man —Made or Natural Causes. This Flood Statement shall not Create Liability on the Part of the Surveyor. I NO. I DATE I REVISIONS I APP. CITY OF LA PORTE HARRIS COUNTY, TEXAS .IT1ES FOR STRANG ROAD GIS FACILITY S.H. 146 1 +00 TO 4+00 r JONES&CARTE Ronc. • r ENGINEERS"PLANNERS"SURVEYORS Texas Board of Professional Engineers Registration No. F-439 6335 Gul ton Dr., Sub 100 Houston, Texas 77081 (713) 777.5337 SCALE: 1'=20' H., 1'=2' V. DGN. BY: DGH DATE: MARCH 2O12 OWN. BY: REW/OER JOB No. R0066-002-00 DWG. NO. SUBMITTED: SURV. BY- F.B. NO. *,+I �iJVA ti. HAYE3 104860 ................ SHEET NO. '�rCENSti� '��0 �• 10 OF 19 — Gulf Intennodal Srve\002-00 — OS Utilities — Rd\Civil\Const Dwgs\Strang Rand Waite Utl1ltleadwg Mar 23,2012 — 11:52am S E R I E S H General Features The grinder pump is automatically The DH152orDR152grinder pump activated and runs infrequently for very short periods. The annual energy station is a complete unit that in- consumption is typically that of a 40- cludes: two grinder pumps with check watt light bulb. valves, HOPE (high density polyethyl- ene) tank and controls. The DH1 62 or Units are available for indoorand DR152 is packaged Into a single outdoor installations. Outdoor units are complete unit, ready for installation. designed to accommodate a wide The DH152 is the "hardwired; or range of burial depths. Ux "wired; model where a cable connects Operational Information the motor controls to the level controls Motor motor through watertight penetrations. hp,1,725 rpm, high torque, capacitor The DR152Isthe "radio frequency start, thermally protected,120/24OV, identification" (RFID), or'wireless; 60 Hz,1 phase model that uses wireless technology to communicate between the level Inlet Connections controls and the motor controls. 4-inch inlet grommet standard for DVW All solids are ground into fine particles, pipe. Other inlet configurations avail- able from the factory. ailowing them to pass easily through the pump, check valve and small- Discharge Connections 0 diameter pipelines. Even objects that Pump discharge terminates in 11/4- are not normally found in sewage, inch NPT female thread. Can easily be such as plastic, rubber, fiber, wood, adapted to 1 1/4-inch PVC pipe or any etc., are ground into fine particles. other material required by local codes. The 1114-inch discharge connection is Discharge* adaptable to any piping materials, 16 gpm at 0 psig (per pump) thereby allowing it to meet local code 11 gpm at 40 psig (per pump) requirements. The tank is made of tough corrosion- 7.8 gpm at 80 psig (per pump) resistant HOPE. The optimum tank Control Panel capacity of 160 gallons is based on This station is designed to use the computer studies of water usage Alternating Control Panel, MOD T260. patterns. Asingle DH152 or DR152 is Ideal for up to four average, single- Overload Capacity family homes, and can also be used The maximum pressure that the pump Patent Numbers: 5,752,315 for up to 12 average, single-family can generate is limited by the motor 5,562,254 5,439,180 homes with the consent of the factory. characteristics. The motorgenerates a Discharge data includes loss This model can accommodate flows of pressure well below the rating of the through check valve, which is 3000 GPD. piping and appurtenances. The auto - minimal. The internal check valve assembly, matic reset feature does not require NA0052POI located in each grinder pump, is manual operation following overload. custom -designed for non -clog, trouble - free operation. to OPTIONS: D H 15 2- 9 3 LE4`ELRCONTROLs) D R 15 2- 9 3 LEVEL CONTROLS) CONTROLS) GRADE SLOPE AWAYYFFROM srnnoN El 24.5 GRADE GRADE El 24.0 COVER D CH INVERT DEPTH BgJ• El 21.0 it BALLAST O 0 RAIRGIMIENr a2.s• 31.5' DISCHARGE, 1-V4 FEMALE Itd.ET EPDM GR0181ET FOR PIPE THREAD 4' DWV PIPE SWARD @(NSF GO CONCRETE BALLAST MAY BE REQUIRED AD CAN 7/13/07 A 1/16 SEE INSTALLATION INSTRUCTIONS DR BY CWD DATE ISSUE SCALE FOR DETAILS M • r BEWER 8Y8TEM8 MODEL DH152-93 / DR152-93 NA0052PO4 OPTIONS: D H 15 2 LEVEL CONTROLS) FIELD OR I MODS RED ❑ D R 15 2 LEVEL I CONTROLS) GASKETED LID, HOPE ACCESS WAY VENT El 24.5 STRAIN RELIEF CORD �AHOPE LAC ESSWAY CORRUGATED CONNECTOR POWER/ALARM CABLE e CONDUCTOR W/GND INTERNAL WELL VENT E/ONE EQUALIZER _ 2.0' DIA. ELECTRICAL QUICK DISCONNECT NEMA 6P (EQD) DISCHARGE 1 1/4' FPT INLET, GROMMET (304 S.S.) TO ACCEPT 4.50. O.D. PVC PIPE (STANDARD). DUST COVER SUPPLIED o QUICK DISCONNECT ASSY. FOR SHIPMENT (NOT (304 S.S.) SUITABLE FOR BURIAL) S.S. CAST BALL VALVE 1 1/4" DISCHARGE LINE (304 S.S.) A l��� -%II ANTI -SIPHON VALVE (NORYL) 521mm 420mm HOPE TANK 74 gal 58 sal 1/2• NOMINAL WALL THICKNESS 280. L 220 L 150 GALLON CAPACITY Ell 17.03 NSF SO SEMI -POSITIVE DISPLACEMENT TYPE PUMP EACH DIRECTLY DRIVEN BY A 1 HP MOTOR CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS FOR DETAILS EIONE SPO PUMP PERFORMANCE CURVE GRINDER PUMP, 1HP, 1725 RPM 100 230 9s 220 210 90 , 200 85 190 80 LOW PRESSURE SYSTEM DESIGN PRESSURE 180 75 170 CONSULS FACTORY - FOR INTERMITTENT 70 oR 1885OFEET TCH 160 65 150 60 140 130 W 55 120 50 W a. a 45 110 100 z 0 3 40 N 3 90 W ¢ ✓ O a; = 35 80 -1 U U ¢ 30 twtI,) le 70 z a 0 60 25 6 -l¢ 50 = a 20 U 40 ¢ 15 30 0 10 ¢ 20 0 5 10 0 0 -5 -10 I -20 -10 I - 30 -15 -40 -20 -50 -25 I -60 I I I I I 1 1 1 I 0 2 4 6 8 10 12 14 16 18 DISCHARGE (Q), GPM ESD 08-0022 REV. 2, 6/08 I NO.1 DATE I REVISIONS I APP. CITY OF LA PORTE HARRIS COUNTY, TEXAS TiLITIES FOR STRANG ROAD GIS FACILITY GRINDER PUMP LIFT STATION DETAILS J 0 N E S & C A R T E RoNc. ENGINEERS"PLANNERS"SURVEYORS Texas Board ojProjessional Engineers Registration No. F-439 6335 Gutton Dr.. Suite 100 Houston, Texas 77081 (713) 777-5337 SCALE: AS SHOWN DGN. BY: DGH DATE: MARCH 2O12 OWN. BY: REW/DER JOB No. R0066-002-00 DWG. NO. SUBMITTED: SURV. BY: F.B. NO. s.: • .a .I *; t DONNA Q HAYES j y .$.. 1048M ,.�¢ SHEET NO. OF 19 — Gulf Intermodol Srvo\002-00 — OS Utilities — 101 Strang Road Offaite Utflttiesdwg Mar 23.2012 — 11:52am Jg SYMMETRICAL ABOUT HALF SECTION -f UNDER PAVEMENT EMBEDMENT MATERIAL PER CITY OF LA PORTE STANDARD SPECIFICATIONS DRY BOTTOM LOT r HALF SECTION UNDER NATURAL GROUND SOD OR SEE (AS REQUIRED) PER CITY OF LA PORTE STANDARD SPECIFICATIONS ("NATURAL GROUND mi 1. a DRY OF LA PORM S 1NDMO DIR ML tf LNOL.PORNANONAMEM!Or 1rMKPONNANimmi bw WATER DISTRIBUTION MAIN BEDDING & BACKFILL FOR OPEN CUT TRENCHES N.T.S. LOT -O" LINE LOT LINE 71MIWIOH"WYEAINI MOEMCF4rMW W90PGFOU MOM06 WCATOR�MMP ACOONALL A A DM7MCw, VOL20GAOMM QIOI.ENE1Mt0EEVICELmov,LLu1•NMLLD,RT,LFOLYEnmmmL HY, OONfMCLCR70KMMA DNETNl000REaBWWLlR9lBO MATll01FLOMOL WATRVAIMEONMANL0M001NALLEELOMMASCiA0SAIII ' Mt810EXiMD®PROPEWLNOAND 8IALLQ0IPONM70AWWACM%C M1LBR.Ea)PPLDWFIHPOCEMKOPERA7NONUG VARML 49DN7HMM1E1ML0:0LALLOOLPLTWMI MIIBMMIBMIRECFAMML @IWAND00L CLAM 10%GDWM WN11 OMTNONONrtODEDNAMML PIPING NOTE FITTINGS, VALVES AND PIPE JOINTS SHALL BE SECURED WITH MECHANICAL JOINT RESTRAINTS. THESE RESTRAINTS SHALL BE EBAA IRON 2000 PV FOR FITTINGS AND EBAA 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" SHALL BE AT 150 PSI FOR A DURATION OF 8 HOURS. 2. FIRE HYDRANT THREAD SIZE: PUMPER CONNECTION 4-492 SIZE = 4.492" 3. ALL WATER METER BOXES SHALL BE NDS MODEL NO. D15AM42-DISB OR APPROVED EQUALBOX NEEDS TO 13E COMPATIBLE TO NEPTUNE PRO -READ.) LOCKING LIDS WILL NOT BE ACCEPTED. 4. PROVIDE "UNI-FLANGE" OR APPROVED EQUAL PIPE RESISTANT AND CASING SYSTEM ON UNDERGROUND PRESSURE PIPE SYSTEMS. 5. ALL WATER TAPS SHOULD BE PLACED IN LINE WITH PROPERTY CORNER OR PLACED HALFWAY BETWEEN THE FRONT LOT CORNERS. OR AT PC OF CURB RETURN IN MULTI -LOT SUBDIVISIONS. M _1ww_ aMNLLMt EMDaa7E0 WAYMNNA01 OMIVICE00 TMAND DNLMTMt SIP A 1-? r 4" CAST IRON OR DUCTLE IRON DSS, W13SS DSS, WEISS DSS, WEISS DSS, WBSS g ASBESTOS `EXISTING) CEMENT WBSS WBSS DSS, WEISS DSS, W13SS 4" PVC (AWWA C900) DSS, WEISS DSS, WEISS DSS, WEISS DSS, WEISS 6" AND 8" CAST IRON DSS, WEISS DSS, WEISS DSS, WEISS DSS, W13SS OR DUCTILE IRON g AND g ASBESTOS CEMENT DSS. WEISS DSS, WEISS DSS, WEISS DSS. WEISS{EXISTING) 6" AND 8" CAST IRON OR DUCTILE IRON DSS, WEISS DSS, WEISS DSS, WEISS DSS, WEISS AND 8" PVC C900) DSS, WEISS DSS, WEISS DSS, WBSS DSS, WEISSPIMA 12"CAST IRON OR DUCTILE IRON DSS, WEISS DSS, WEISS DSS, W13SS DSS. WEISS ttOR (EXISII ASBESTOS MENT DSS, WEISS DSS, WEISS DSS, WEISS DSS. W13SS 1AWWA C900)2 PVC DSS. WEISS DSS, WEISS DSS, WEISS DSS. WEISS ORAND U ICASTIRON DWBSS OWBSS DWBSS DWBSS 6" AND UP ASBESTOS EXISTING) CEMENT DWBSS DWBSS DWBSS DWBSS �6 AND UP PVC AWWA C900) DW13SS DWBSS DWBSS DW13SS DSS - DUAL STRAP SADDLES WEISS - WIDE BAND STRAP SADDLES DWBSS - DUAL VIDE BAND STRAP SADDLES s i _ 90 BEND 45' BEND 22� BEND TEE _.. PLUGS ZED E A A_.,'B ..._, A B A B A B D 48 16- 0" 9" 10" 6" 8" 10" . 12" .. ,C 10" 21" 8" 22" 13" 12" 13" 8" 10" 13" 16" 12" 29" 10" 26" 17" 14" 17" 10" 13" 16" 20" 14" 36" 12" 29" 21" 16" 21" 11" 16" 18" 24" 18" 41" 14" 35" 24" 19" 24" 12" 20" 22" 27" 18" 48" 16" 38" 27" 21" 27" 12" 24" 24" 30" 20" 54" 24" 48" 40" 30" 40" 20" 30" 36" 48" 36" 72" 71MUEELLtOCIMOWI - mCJIEENR/I MAEAIDW INDMN<IMEOEAMM WALL. PLACE wiLmuMUMEMN OONCIMM OLMWGAND PPMPOINO70MMODEOMNE, SERVICE TAPS TO BE MADE IN THIS ZONE EXCEPT FOR PVC FASTTAP BLOW -OFF & CHLORINATION TAPS ARE MADE IN VERTICAL POSITION a WIDE BAND SINGLE SADDLE OR DUAL SADDLES SERVICE TAPS N.T.S. METERS-L--SEE CITY OF LA PORTE SIDEWALK PAVEMENT STANDARD DETAIL - 11-0" #4 BARS ®'24" — � I" "I� o EACH WAY R 1 1... 1 . �' � ._.'. Ii1R _ 1 SERVICE LINES 4" SEPARATION (MIN.) NICE LPG - -- -'Ir MRL a METN3i PROPERTYLNE LOT CURB GENERAL NOTES: 1. TWO SERVICE LINES MAY BE INSTALLED IN SAME TRENCH PROVIDING 4" CLEARANCE IS MAINTAINED. 2. MAXIMUM ONE METER PER SERVICE CONNECTION. WATER MAIN SERVICE LINES METERS e..71t FINISHED GRADE -0" TAPPING COLLAR OR SADDLE i f (STAINLESS STEEL) LOT LOT - PVC MAIN PROPERTY LINE TYPICAL 3/411 THROUGH 2" SERVICE ARRANGEMENTS N.T.S. 6" x 8" ADAPTER (AS NEEDED) TAPPING SLEEVE & VALVE N.T.S. L MLI THRUST BLOCKING DETAIL N.T.S. 6"x6" (14w x 14w) WELDED WIRE MESH ADJUSTABLE CAST IRON RISER & VALVE BOX (TYPICAL — NO P.V.C. OR A.C. ALLOWED) `—SEE STD. EXPANSION JOINT DETAIL CAST AROUND TOP OF EACH VALVE BOX A 24"x24"x8" CONCRETE BLOCK ONLY WHEN VALVES ARE LOCATED IN ROADS OR SIDEWALKS NOTE: ALL FLUSHING AND GATE VALVES TO BE A.W.W.A. STANDARD COUNTERCLOCK— WISE OPENING W/RESILIENT SEATS. VALVE BOX SHALL NOT CONTACT GATE VALVE BOX WATER LINE VALVE BOX INSTALLATION DETAIL N.T.S. — Gulf Internnodai Sr s\002-00 — OS Utilities — 101 Strong Road Offsite Utilities.dwg Mar 23.2012 — 11:51ann Ig 3' BACK OF CURB OR 3' INSIDE ROW OHYDROLOCK REQUIRED FACE TO STREET 0 6" FLANGED 6" F.H. BRANCH (LEAD) I - A GATE VALVE B "'II GRAVEL OR O O BROKEN STONE 6" SUPON It C-- . FLANGES CL PIPE •,a'�,,,:. —+--- + COMPACTED BACKFILL WATER.. • CONCRETE THRUST BRACING MAIN '.�.� 6" CLASS "B" CONCRETE . +' ' 6" JOINT-0" � z 6" 1 =0 2' 6"T 4'tA 6" ; •'-O 6" INSULATION KIT CONCRETE THRUST BRACING... <• :; •i,.:.•'.: 18" X 18" X 4" CONC. PAD CLASS "B" CONCRETE AS REQUIRED • . s , " J! a `.� _ BY VALVE USED NOTES: #4 REBARS AT 1. FIRE HYDRANT BONNET AND CAPS TO BE PAINTED e 18" O.C. EACH WAY BRIGHT WHITE D SHERBODY ELEVATION - THES ERWINBWIW MS111166 E39 SAFETY #4 REBARS AT ORANGE. 16" O.C. EACH WAY SECTION "A —A" "B—B" 2. USE MECHANICAL JOINT FLANGES AND FITTINGS. - SECTION (USE MECHANICAL JOINT FITTINGS) 3. EBAA FORCE —RESTRAINT SLEEVE SHALL BE ON (USE MECHANICAL JOINT FITTINGS) ALL MECHANICAL JOINT FITTINGS. 4. ALL FIRE HYDRANT SHALL BE MUELLER SUPER CENTURIAN 250, AMERICAN DARLING OR APPROVED EQUAL. BLOCKING FOR GATE VALVES 14" & SMALLER — USE MECHANICAL JOINT FITTINGS N.T.S. 4'-6" MIN. • .� .: NATURAL GROUND � .. a y/ .�J. 4. FOR LINE TO PASS OVER AN OBSTRUCTION RATHER THAN UNDER MUST HAVE ADEQUATE COVER AND PLAN BE APPROVED BY CITY ENGINEER A/C, CAST IRON, DUCTILE IRON, PVC WATER UNE STANDARD INSTALLATION OF FIRE HYDRANT N.T.S. INSULATED JOINT (BOTH ENDS) L9,P� OBSTRUCTION FS SUP ON FLANGE - STAKE\ (ASA B 16.1) 0 5' MIN �` PROPERTY LINE BELL/FLANGE CONNECTION TFj, STEEL PIPE TIP ( ) (TYPICAL TRANSITION) (BOTH ENDS) o FINISHED GRADE WELDED _ _ NOTE: A 2X2X2'—O" STAKE 2' MIN JOINT ( ) SHALL BE PLACED IN THE o TAPPING COLLAR OR BENDS NOT TO EXCEED MANUFACTURERS SURFACE DIRECTLY ABOVE WYE. STAKE SHALL BE 4 — 45' STEEL BENDS l SADDLE (STAINLESS STEEL) RECOMMENDATIONS EXPOSED 6"& PAINTED BLUE. PVC MAIN NOTE: AND COATINGS TO BE TYPICAL STEEL SECTION t. IN ACCORDANCE Ri MATERIALS SDMID WITH WATER MAIN OF CITY OF LA PORTE PLANNING DEPT.ENGINEERING DIV. DWN: JR NIPPLE, REQ'D. LENGTH, WITH ADAPTER, STANDARD SPECmCAMONs. FITTINGS z RESTRAIN COMB PONG BEYOND v CK'D: RS CURB STOP & STEEL INSERT SEE- SECTCN AS REED TD PREVENT 4 — 0 X 45' STEEL BENDS 604 W. FAIRMONT PKWY. ADAPTER �I" (SINGLE SERVICE) NDwaa1T. 2 — 0 BELL —FLANGE ADAPTERS ,, LA PORTE. TEXAS, 77571 2 — 0 SUP —ON FLANGES 150 # 281-471-5020; FAX: 281-470-5005 APP'D: IRS I.D. FOR SINGLE SERVCE 2 — 0 INSULATED JOINT KITS CORPORATION n I.D. FOR DOUBLE 1" X 1" X 1" X 7 1/2" SPREAD "Y" BRANCH WITH Scale: CURB STOPS, ADAPTER, & STEEL INSERT STOP & INSERT SERVICE (POLYETHYLENE) (DOUBLE (DOUBLE SERVICE) N.T.S. Date: TYPICAL STEEL PIPE OFFSET WATER LINE FEB., 2012 SECTION FOR WATER MAINS Project No.: SERVICE CONNECTION N.T.S. N.T.S. DETAILS NONE SHEET: 1 OF 1 — Gulf lntermodal Srvs\002-00 — OS Utilities — 101 Strong Rd\Clvil\Const Owgs\Strang Road Offslte Utgitles.dwg Mar 23,2012 — 11:5Gam Ig TYPICAL. CROSS-SECTION 1. THIS DETAS_ MAY BE USED ONLY ,MAX TRENCH WDIH SHALL BE NOT FOR DRY STABLE TRENCH CONDITIONS. GREATER THAN MIN TRENCH WIDTH SEE SPECIFICATION FOR REQUIREMENTS PLUS 24 NCIIM UNLESS 07HERMSE N OTHER CONDITIONS. NOTED. 4. MIN. BEDONG DEPTH SHALL DBE 12 INCHES. 2 MIN TRENCH WIDTH Sj(ML BE PPE DD PLUS AN ALLOWANCE A' S. ALTERNATIVE EMBEDMENT BACKFILL FOR THE NONINA. PPE SIZE: MATERIALS FOR FORCE MANS MAY BE ALLOWED. NOMINAL PPE SRE 'A_ to" To 3T 24• OVER 30" 36. SIWRARYBEAILEt B®DNOANC OACWU FORDRYSTALRETE NCH OCTAL va".) : IIIIIII 811111WDLA pOPO" I711 WDIA nW1mm1 [ II r 7201d'CIA n1�8 -I C4•�M% - '1•••••pY— N1y0a07�NQ'aDM PFRAGE SECTION 7-477,11 415118- 02ft" 44 TAF r MACHINED SURFACE 7• fin"" EAST JORDAN IRON WORKS, INC. P.O. BOX 439 AST JORDAN, NI. 49727 1-800-874-4100 FAX 231-536-4458 DRAWN DATE SETS I 01/07/00 APPROVED DATE V-1418-2 FRAME PRODUCT NO, 41418216 CATALOG NO. V-1418-2 REF. PRODUCT DRAWING 41418216 EST. VT. FRAME, 105 LBS 48kg OPEN AREA N/A XAT'L SPEC. BANE - GRAY IRON ASTM A48 CL3 L13A➢ RATING HEAVY DUTY 70P VEEW a FOR MAIN PIPES FROM STRAIGHT THROUGH TO 45" DEFLECTION F"' ' MAN PPE tr0:-•—'•._ SO, EICiU01%VE�IER 6'-If ro 6'-U' PIECA•T lXlHIUHCE YNNaS FOR MAIN PIPE WITH 45- TO 90- DEFLECTION TABLE 1 YAfeIUM YAN PPE CAYEiFR 0 N N NQ6 sv®© v®©s vvos ssms NOTES ON USE OF STANDARD DETAIL SAN-015 TABLE 3 MIN6M1 ANVE NO 1147000 N0 PPE m ales FOR 6'-w DW MNNaE 00®©mt00t©00t7i:�0 0 ® ©0�Ot0000�E7�0 0�00000i�if�0 000©0i'1•t�7�0 �sssa 0 s spa TABLE 4 MNMN AN*LE AND wrattecruc PPE C 82E3 FDA 71-W CA MNNCE NOTES 70 SPAW1ER: I.' - MWCIM Mr A aP6CA2 AINISM iW 7ra lmlr 11-lumm JIUMP Il ail MMI&" psi. L MUIV A to 6 Ala-- 6a A Pan aBNMWDa M ACHAnQ r IN, me OR DrraTmKYIDA P WA WRIKKIFTER Dff1I �c'm C srss c rurs6cr�nrsmr ►Ail ARa a. PPPr ►Ail aU=M amm w MUIV l m 6 Aar Mm a Hw acN rm w= Xn mim AYr rArtl]Ln 7HDIAIA rul PlPlu rAA ADDIT !es a 78f LBDMSt3 MU12 CAIIIIY/ ADR A6fll8 9YYllR 18W 4lDI. c MIGIMIMIS m AUIX ARAINY Aau a64ID aW Alumina BIRMr DPrar MOCY elm ON YAM AT MOUND uaarla AND A AU111Y rA N 1. LA SPIRM W'mCf m -QUOMD n MA m m f;AMM rrua a ".. vvoo®©0oov0o0© 0 00©©0000000© ® 0 ©00©0000t010© �1♦0' 000000000 0©000�11111711111'a7 �a010©mov �ao`000a o�>•sa 0 I® o © s ® Loa sa a v TABLE 2 MRW61Y ONCE AND NTI SEC141C PPE D Emu POt W-W DIA YNMO E ItP��"i 'SlFi•�©�000©©� ® 0�>•IVI©ovlooa 0©©000lals Ivoovlolaa oovsaa olalsaa 0 0 © ® © s as a 1IWP nNLET7ER8 N 0 0 Oa = V-1410 w.� ASM AY 6>40 Oo ® 00 _ 11=II=11= 11=11=II=11 SECTION _- 1 MACHINED SURFACE is ;. r1•;; 1.1111MOFMANHOLEDIETER11198111SECOMr= rivilm _ FORACOMINIMSDADANITMENTHEINUOFAT If o illlll IIIII) o IL "LA _ NO .' =«r. - ;.._ _ _ - _ •I - 1 _ CIIAREAL �.♦ • -.• ♦• ♦-. . ,- 70 MATCH ADAACENr FOUNDATION PLAN TRENCH BACKPILLPIRt CIIIIYOFLAPORTE FrANCIANCISPECF11CAIIM 1 DIA PRECASTCONCRETE FA AN 439 "BAN, ML 49727 1-8W-874-410D FAX 231-536-4458 AAVM DATE SIN LO/L7/W APPROVED DATE MANHOLE C.OU9i PROMUCT Ia. 41418062 CATA DG NO. V-11" REF. PRODUCT NNAWING 41418042 EST. W. COVER, 160 LBS 73kM OPEN AREA N/A MAT'- SPEC. :OVER DION ;GRAY ASIN A48 CI-35, LOAD RATING HEAW DUTY TABLE 5 MINIMUM AIDE AND INTERSECTING PIE o SOE PON r-r CA MNNCE �,� �,� m I� �i �� �Si ra �� �-.>• E-R1 Eri C'i �� r� j ROOD©�00©00�©00001 0 ©��OI®©000�ON1100©', 0 ®ttt©mo0voo0v©o O�ES/00��00' ��)•00000©©� IDD0001t0000 0000©ovs �I�mo©oss,, or�sas slsas 0 © 0© 0 I© s ® was' Is s •NCTAPPLICABLE (NTERSECIINO PRE GREAMMTHAN MAN PIPE) SANITARY SEWER 5A-Oai06•-0a CW METER PRECAST CONCRETE MANHOLE N07ES N TS• SANITARY SEWER MANHOLE -TYPICAL. CROSS SECTION N.T.S. I NO. I DATE I REVISIONS I APP. CITY OF LA PORTE HARRIS COUNTY, TEXAS UTILITIES FOR S' GIS FACILITY STANDARD SANITARY DETAILS jJONES&CARTER,,■tt. b ENGINEERS•PLANNERS•SURVEYORS Texas Board ojProjessional Engineers Registration No. F-439 6335 Gul ton Dr., Sure 101) Houston, Texas 77081 (713) 777-5337 SCALE: N.T.S. DON. BY: DGH DATE: MARCH 2O12 OWN. BY: REW/DER JOB N0. R0066-002-00 DWG. NO. SUBMITTED: SURV. BY- F.B. NO. SHEET NO. 14 OF 19 - Gulf Intermodai Sm\G02-OO - OS UtOltles - 101 Strang Mar 23,2012 - 11:50am jg 1. SET POSTS AT REQUIRED SPACING 2. EXCAVATE A 6"x6" TRENCH UPSLOPE ALONG THE LINE OF POSTS AND SECURE DRAIN TO SEDIMENT WIRE FENCE TO POSTS. (SEE NOTE 2) TRAPPING DEVICE 50' MIN. FLOW 6' MAX. FLOW (SEE NOTE) COURSE z 3. ATTACH FILTER FABRIC TO POSTS AGGREGATE AND EXTEND IT INTO THE TRENCH 4. BACKFILL AND COMPACT THE (SEE NOTE 3) EXCAVATED SOIL. 18" MIN. 36" MAX. - PLAN FLOW FLOW ALTERNATE V—TRENCH 4' 50' 4' EXTENSION OF FABRIC X— RFB —X INTO TRENCH MIN. MIN. MIN. FLOW— 8" MIN: 4 61 e Z N _ 0 0 0 0 0 0 0 0 0 0 EXTENSION OF FABRIC INTO TRENCH FLOW— „� ;= 6 FOUNDATION COURSE N z 6" MIN. u 6„ PROFILE REINFORCED FILTER FABRIC BARRIER N.T.S. CONSTRUCTION EXIT (TYPE 1 N.T.S. GENERAL NOTES: 1. POSTS TO BE SET AT 6 FOOT MAXIMUM SPACING. GENERAL NOTES: 2. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS WITH WIRE TIES OR STAPLES ADDITIONAL TIES OR STAPLES CAN BE ADDED TO SECURE WOVEN WIRE FENCE. 1. THE LENGTH OF THE TYPE 1 CONSTRUCTION EXIT SHALL BE AS INDICATED ON THE PLANS, BUT NOT LESSS THAN 50'. 3. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH WIRE TIES OR STAPLES AT TOP AND MIDSECTION. ADDITIONAL TIES OR STAPLES CAN BE ADDED TO 2• THE COARSE AGGREGATE SHOULD BE OPENED GRADED WITH A SIZE OF 4" SECURE FABRIC. TO 8". WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHOULD BE OVERLAPPED 3. 6" INCHES AT THE POSTS AND FOLDED. THE APPROACH TRANSITIONS SHOULD BE NO STEEPER THAN 6:1 AND CONSTRUCTED AS DIRECTED BY THE ENGINEER. 4. CUT "D" SHAPED HOLES Y2 OF HEIGHT AWAY FROM NATURAL GROUND AND SPACED NO 4. MORE THAN 4 FEET ON —CENTER. THE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE FLEXIBLE BASE, BITUMINOUS CONCRETE, PORTLAND CEMENT CONCRETE OR OTHER MATERIAL AS APPROVED BY THE ENGINEER. 5. CITY OF LA PORTE OWN: JR CONSTRUCTION NOTES THE CONSTRUCTION EXIT SHALL BE GRADED TO ALLOW DRAINAGE TO A N ;; PLANNING DEPLENGINEERINGDIV. SEDIMENT TRAPPING DEVICE. 6. LAU: RS 1. 2INCH THICK BY 2 INCH WOODEN STAKES TO BE SET AT MAX SPACING OF 16 FEET AND 604W FARMONT PII EMBEDDED A MIN. OF 12 INCHES. IF PREASSEMBLED FENCE WITH SUPPORT NETTTING IS THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE , LAPORTE.TEXAS, 77671 USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAX. MODIFIED BY THE ENGINEER. 281-471-020; FAX 281-470SON APP'D: RS 7, 2. ATTACH FILTER FABRIC TO WOODEN STAKES. FILTER FABRIC FENCE SHALL HAVE A MIN. THE LOCATION AND NUMBER OF CONSTRUCTION EXITS SHALL BE APPROVED Scale: HEIGHT OF 18 INCHES AND MAX. HEIGHT OF 36 INCHES ABOVE NATURAL GROUND. BY THE ENGINEER. N.T.S. Date: 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHOULD BE OVERLAPPED May, 2007 6 INCHES AT THE POSTS, AND FOLDED. SW3P DETAILS P`°too7-4502 4. SEE STANDARD SPECIFICATION FOR FILTER FABRIC FENCE. SHEET: 7 8 OF NO. I DATE REVISIONS APP. CITY OF LA PORTE HARRIS COUNTY, TEXAS OFFSITE UTILITIES FOR STRANG ROAD GIS FACILITY SW3P DETAILS j aJONES&CARTER,int. �..� ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 6335 Gulfton Dr., Suite 100 Houston, Texas 77081 (713) 777-SM7 SCALE: N.T.S. DGN. BY: DGH DATE: MARCH 2O12 OWN. BY: REW/DER JOB N0. R0066-002-00 DWG. NO. SUBMITTED: SURV. BY- F.B. NO. 51 1 DONVA G. HAYES j 1D4660 :�Q� SHEET NO. f�,I 15 w�� ���� OF 19 — Gulf Intermodol Srve\002-00 — OS Ut916es — 101 Strang Rd\Civil\Conet Dwge\Strang Road Offeite Ut9lties.dwg Mar 23.2012 — 11:49am Jg SPACING _ CLOSE SHEETING OPEN SHEETING 3 BRACE STRINGER 1XIMMwixIxi I m ,UPRIGHT SEE NOTE 4 STEEL PILING ■ EET PILING STRINGER TRENCH TRENCH SHORING - MINIMUM REQUIREMENTS (**) SIZE AND SPACING OF MEMBERS UPRIGHTS STRINGERS CROSS BRACES' DEPTH OF TRENCH KIND OR CONDITION OF EARTH — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------------------ WIDTH OF TRENCH MAXIMUM SPACING MINIMUM. MAXIMUM MINIMUM MAXIMUM DIMENSIONS SPACING DIMENSIONS SPACING UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 TO 15 VERTICAL HORIZONTAL FEET FEET FEET FEET FEET FEET TYPE INCHES FEET INCHES FEET INCHES INCHES INCHES INCHES INCHES FEET FEET 5 TO 10 (A) HARD, COMPACT 3x4 OR 2x6 6 2x6 4x4 4x6 6x6 6x8 4 6 (B) LIKELY TO CRACK 3x4 OR 2x6 3 4x6 4 2x6 4x4 4x6 6x6 6x8 4 6 (C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSE 4x6 4 4x4 4x6 6x6 6x8 8x8 4 6 SHEETING (D) HYDROSTATIC PRESSURE 3x4 OR 2x6 SCLOSE HEETING 6x8 4 4x4 4x6 6x6 6x8 8x8 4 6 10 TO 15 (A) HARD, COMPACT 3x4 OR 2x6 4 4x6 4 4x4 4x6 6x6 6x8 8x8 4 6 (B) LIKELY TO CRACK 3x4 OR 2x6 2 4x6 4 4x4 4x6 6x6 6x8 8x8 6 (C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSE 4x6 4 4x6 6x6 6x8 8x8 8x10 4 6 SHEETING (D) HYDROSTATIC PRESSURE 3x6 CLOSE SHEETING 8x10 4 4x6 6x6 6x8 8x8 8x10 4 6 15 TO 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSE SHEETING 4x12 4 4x12 6x8 axe 8xi0 10x10 4 6 OVER 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSE SHEETING 6x8 4 4x12 8x8 8x10 1040 l0xi2 4 6 1. TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES, SHORING IS NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG AD DETERMINED BY GEOTECHNICAL ENGINEER. WHERE DESIRABLE, STEEL SHEET PILING AND BRACING OG EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD. ( ) DESIGNATION FOR PROPOSAL (BID) PURPOSES ( w ■ ) FROM OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P, 2. SIZE OF TIMBER MEMBERS ARE ROUGH CUT TIMBER DIMENSIONS (FULL SIZE) PENETRATION AS DETERMINED BY CONTRACTOR'S REG. PROF. ENGINEER TRENCH JACK AND STRINGER * RATION AS DETERMINED NTRACTOR'S REGISTERED SSIONAL ENGINEER MAXIMI ALLOW SLOPE (DETEI BY GE ENGINI TRENCH SAFETY SYSTEM DETAILS N.T.S. 1' MIN. MAXIMUM ALLOWABLE SLOPE DETERMINED BY GEOTECHNICAL ENGINEER .OWABLE NOTE, CLAYS, SILTS, LOAMS, OR NON —HOMOGENEOUS SOILS REQUIRE SHORING AND BRACING ■ ALTERNATE SYSTEM 1. TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM, THE REQUIREMENTS OF OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P AND 0. 2. THE CONTRACTOR MAY ELECT TO USE AN ALTERNATE SYSTEM TO THE TIM— BER TRENCH SHORING SHOWN IN THE TABLE. THE ALTERNATE SYSTEM, BE IT A TRENCH BOX, STEEL SHEET PILING, TRENCH JACKS OR A COMBINATION OF THE ABOVE, MUST BE CERTIFIED BY THE CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER THAT IT PROVIDES EQUAL OR GREATER PROTEC— TION THAN THE TIMBER TRENCH SHORING SHOWN ON THIS DETAIL SHEET, 3. CONTRACTOR SHALL PERFORM DAILY TRENCH SAFETY SYSTEM INSPECTIONS TO INSURE THAT THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPRO— PRIATE FOR SPECIFIC SITE CONDITIONS OF THE OPEN TRENCH, INSPEC— TIONS ARE REQUIRED AFTER RAINSTORMS OR ANY CHANGE IN CONDITIONS THAT MAY INCREASE THE POSSIBILITY OF A CAVE—IN OR SLIDE. 4. IN THE EVENT THAT TRENCH UPRIGHTS CAN NOT BE PLACED BELOW TRENCH BOTTOM AS SHOWN ON DETAIL, CONTRACTOR MUST PROVIDE ENGINEER WITH PLANS THAT DEMONSTRATE THAT THE UPRIGHTS WILL BE BRACED AND MAINTAINED IN A VERTICAL POSITION. 5. WHERE THE TRENCH SAFETY SYSTEM CROSSES A UTILITY, THE UTILITY LINE MUST BE ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE, IN ADDITION, IN TRENCHES WITH CLOSED SHEETING, THE UPRIGHTS MUST SURROUND THE UTILITY. OPEN TRENCH SHEETING SPACING MUST BE ADJUSTED AS TO NOT EXCEED THE MAXIMUM ALLOWED SPACING, (NO SEPARATE PAY) 6. TRENCH SHALL BE DRAINED AS REQUIRED SO WORK MAY BE ACCOMPLISHED SAFELY AND EFFICIENTLY. IF NECESSARY, INSTALL DEWATERING SYSTEM TO PROVIDE A DRY TRENCH BOTTOM. DELIVER DISCHARGE FROM SYSTEM TO NATURAL DRAINAGE CHANNEL OR TO STORM DRAINS. 7.IN TRENCHES FOUR FOOT DEEP OR MORE, CONTRACTOR TO PROVIDE ADE— QUATE MEANS OF TRENCH EXIT SUCH AS LADDER OR STEPS AND THEY MUST BE LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL TRAVEL. 8.MEASURE 'PERMANENT TIMBER TRENCH SHORING' BY LINEAR FOOT OF TRENCH PROTECTED, PAYMENT IS BY STATED SAME LINEAR FEET OF TRENCH PROTECTED EARTH CONDITIONS NOTED IN THE PROPOSAL (BID), 9. STRINGERS AND BRACES TO BE SECURELY FASTENED. 10. TRENCH SHORING SYSTEM HAS BEEN DESIGNED WITH NO ALLOWANCE FOR LIVE LOAD SURCHARGE. IF LIVE LOAD SURCHARGE IS ANTICIPATED IT SHALL NOT BE PLACED WITHIN 2 FEET OF EDGE OF TRENCH AND CONTRAC— TOR'S REGISTERED PROFESSIONAL ENGINEER SHALL DESIGN TRENCH SHOR— ING SYSTEM TO ACCOMMODATE THE ANTICIPATED LIVE LOAD SURCHARGE. 11.TIMBER SIZES ARE BASED ON STRESSES OF 1650 PSI FOR EXTREME FIBER IN BENDING AND 1450 PSI FOR COMPRESSION PARALLEL WITH GRAIN. 12. EARTH TRENCH CONDITIONS FOR THIS PROJECT ARE ANTICIPATED TO BE AS SHOWN IN THE GEOTECHNICAL REPORT AVAILABLE FROM ENGINEER, 13.TIMBER TRENCH SHORING TABLE SHOWN ON THIS DEATIL SHEET IS GOOD FOR PIPES WITH O.D, OF UP TO 48 INCHES. THE DESIGN ENGINEER SHALL PROVIDE SEPARATE DESIGN FOR PIPE WITH O,D. LARGER THAN 48 INCHES. 16.SLOPES FOR EXCAVATIONS SHALL BE AS FOLLOW& A) SOLID ROCK, SHALE OR CEMENTED SAND & GRAVELS = 90' B) COMPACTED ANGULAR GRAVELS = 1/2 1 1 C) RECOMMENDED SLOPE FOR AVERAGE SOLIDS = 1 1 1 D) COMPACTED SHARP SAND = 1 1/2 1 1 E) WELL ROUNDED LOOSE SAND = 21 1 16.CLAYS, SILTS, LOAMS OR NON —HOMOGENOUS SOILS REQUIRE SHORING AND BRACING, THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. — OS Uttlltles — 101 Strang Road Offaite UUitlm.dwg Mar 23,2012 — 11:49am )Ig END UTILITY WORK 48 X 24 G20-2o(u) 12V LANE i MIN. 11' 120' � 120' *Z> 36 X 36 X 48 CW20-7a \ 0-4D urrrn UTILITY WORK AHEAD 48 X 48 \ CW21-7D 100' 85' WORK 85' 100' 120' 12V 12V 11 to *48 \OAHEAD <q> X 48 36 X 36 48 CW20-4D CW20-7a CW21-7D � 0- 0-0— 11 • DRUM WITH CHEVRON (CWI-8) ON EVERY OTHER DRUM SPA. ® 25' C—C TUBULAR MARKERS OR TRAFFIC CONES SPA. 0 25' C—C ONE LANE — TWO WAY/FLAGGING OPERATION TRAFFIC CONTROL SYSTEM FOR STRANG ROAD NOT TO SCALE END UTILITY WORK 48 X 24 G20-2a(u) NOTES: LENGTH FOR LEGEND TYPICAL SIGN SPACING LONGITUDINAL (TYPICAL) AND TAPER LENGTHS BUFFER Posted • PLASTIC DRUM Min. Desirable Taper Speed Length Bj Feet OFF —DUTY UNIFORMED POLICE Length "L" (mph) OFFICER OR FLAGGER TYPE III BARRICADE Posted Speed Sign Spacing 10' 11' 12' 20 35 STABILIZED CONSTRUCTION (mph) "X" Offset Offset Offset 25 55 ACCESS (TO BE DETERMINED BY FIELD ENGINEER) 30 85 30 120' 150' 165' 180' F OPEN TO TRAFFIC SIGN WITH POST 35 120% 35 160' 205' 225' j 245' 40 170 40 240. 265' 295' 320' 45 220 45 320' 450' 495' 540' 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. 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 DURING THE CONSTRUCTION THAN WHAT IS OUTLINED IN THE CONTRACT DRAWINGS, (S)HE SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT ALTERNATE PLANS TO HCPID FOR APPROVAL TEN WORKING DAYS PRIOR TO IMPLEMENTATION. 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. STREET STRANG • 9 30 MPH 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 65 700 NO.I DATE I REVISIONS ( APP. CITY OF LA PORTE HARRIS COUNTY, TEXAS OFFSITE UTILITIES FOR STRANG ROAD GIS FACILITY TRAFFIC CONTROL PLAN �1 JONES&CARTER,iNG. :..�� ENGINEERS -PLANNERS -SURVEYORS Texas Board ojProfessiona[ Engineers Registration No. P-439 6335 Gultton Dr., Suite 100 Houston, Texas 77081 (713) 777-5337 SCALE: N.T.S. DGN. BY: DGH DATE: MARCH 2O12 OWN. BY: REW/DER JOB No. R0066-002-00 DWG. NO. SUBMITTED: SURV. BY: F.B. NO. ......................... DOW G. HAYES ........................... S:•. 104660 SHEET NO. p''sV 17 OF 19 — Gulf Intermodai Srvs\002-00 — OS Utilities — 101 Strang — 11:48am lg --------------------------------------------------------- CALLED 97.477 ACRES (PARCEL No. 2) TO E.I. DU PONT DE NEMOURS AND COMPANY BY DEED CF No. C631829 HCOPRRP A I ''I •I IIFD-TYPE I / CALLED 13.967 ACRES / ! TO CRENSHAW REAL ES TA TE PROPER77ES A L TD. CALLED 10.000 ACRES / BY GENERAL WARRANTY DEED w/ VENDOP'S LIEN / I I 170 GIS PROPER77ES - HOU�TON, LLC , CF No. 20070706637 HCOPRRP r BY SPEC/AL WARRAW DEED w/ I I r VENDOfy' LIEN I CF No. 20100,519174 HCOPRRP / CALLED 57.580 ACRES TO UNION CARBIDE INDUSTRIAL GASES INC. {t BY SPECIAL WARRANTY DEED i J CF No. U022409 HCOPRRP CALLED 4.000 ACRES TO UNION CARBIDE INDU57RIAL SER 14CES COMPANY BY DEED CF No. K215498 HCOPRRP CALLED 57.580 ACRES TO UNION CARBIDE INDUSTRIAL GASES INC. BY SPECIAL WARRANTY DEED CF No. U022409 HCOPRRP CALLED 13.967 ACRES TO CRENSHAW REAL ESTATE PROPER77ES A,, LTD. BY GENERAL WARRANTY DEED w/ VENDOR'S LIEN CF No. 20070706637 HCOPRRP CALLED 2.75 ACRES / TO 1/2 INTEREST TO HAROLD R. BROWSER, ✓R. & 1/2 IN7FREST TO/ 70E / DEBRA L. BROWSER BY WARRANTY DEED / CF No. V892057 HCOPRRP / PLAN \\ IN -CHANNEL FILTER DAM X .... FF FFF X �P Prop IV tamy s Sanitary ewer CALLED 3.8135 ACRES Easement TO A & r/ LEASING L.L.P. BY SPECIAL WARRANTY DEED i CALLED 22, 0, SO FT CF No. 20100329409 HCOPRRP / I (MORE OR LESS) TR 2 I TO ASHLEY MADRA Y & ✓ASON WILLINGHAM I BY SPECIAL WARRANTY DEED I w/ VEAVOR'S LIEN ICF No. W844933 HCOPRRP $ I $ / i I ($ CALLED 1.4207 ACRE I TO ASHLEY MADRA Y & / CALLED 25,000 SO FT (MORE OR LESS) 77? 1 TO ASHLEY MADRA Y & ✓ASON WILLINGHAM BY SPECIAL WARRANTY DEED w/ VENDORS' LIEN CF No. W844933 HCOPRRP ✓ASON WILLINGHAM Fi/ter Fobric Fence w I BY GENERAL WARRANTY DEED / (See Note 13) I $ w/ VENDOR'S LIEN I RETAINED CF No. W844921 HCOPRRP / I Edge 0 4? )I W $ Conc. Pvm't. c 9 Ea / • Sand Bog •' 1.Q I / o ad (T5 �p%COI) :Id a ° a. d' Iq • - , a STREET ° a 5 W v2RIEs) TYPICAL INLET PROTECTION I (R� UPPER STAGE - AFTER REMOVAL OF TIMBER COVER I NTS BE OF i INSTALLATION SEQUENCE UTILITY CONTRACTOR: 1. Install @-{ at start of construction. 2. Install ipB for Stage 1 Inlets. 3. Install X-O-X along back of curb, and across roadside ditches PAVING CONTRACTOR: i. Maintain existing facilities. 2. Broadcast Seeding of disturbed areas after final grading UTILITY CONTRACTOR: 1. Install X-O-x behind all back of curb upon completion of paving. 2. Install IPB for Stage it Inlets upon completion of paving 3. Area within ROW and Adjacent Easements Disturbed during Construction of Utilities to be Hydro -Mulch Seeded upon completion of Utilities. Utility and Paving Contractor to follow all protection requirements and complete all forms as listed in bound SWPPP. EROSION AND SEDIMMENTA71ON CONTROL NOTES 1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROLS AT LOCATION SHOWN ON PLANS 2. CONTRACTOR MALL INSPECT ALL EROSION AND SEDIMENTATION CONTROL SYSTEMS SPECIFIED HEREIN, AT A MINIMUM OF ONCE EVERY CALENDAR DAY. 3. CONTRACTOR SHALL MAINTAIN, REPAIR AND/ai REPLACE DAMAGED EROSION AND SEDIMENTATION CONTROL SYSTEM THROUGHOUT THE DURATION OF THE CONTRACT. (NO SEPARATE PAY). 4. CONTRACTOR SHALL PROVIDE PROTECTED STORAGE AREAS FOR CHEMICALS PAINTS BENCH MARK Elevations Shown Hereon are eased on Harris County Floodplain Reference Mark No. 060005 Located at the Intersection of Sens Road and Ditch FIOI-OD-00 with a Published Elevation of 20.73 Feet, NAVD 88. 2001 Adjustment. I.I.M. A Being a Found Railroad Spike in a Power Pole Located at the Northeast Comer of the Intersection of SH 225 and Strang Road. Elevation a 21.17 Feet, NAVD 88, 2001 Adjustment T.B.M. B Being a Set Cut Square In Concrete Located on the West Side of Strang Road, as Shown Hereon. Elevation = 21.56 Feet, NAVD 88, 2001 Adjustment. T.B.M. C Being a Set 1OG-D Nall in a Power Pole Located at the Northwest Comer of the Subject Tract. Elevation - 24.45 Feet, NAVD 88. 2001 Adjustment. 100-YEAR FLOOD PLAIN According to Map No. 48201CO935L of the Federal Emergency Management Agency's Flood Insurance Rate Maps for Harris County, Texas and Incorporated Areas, Dated June 18. 2007, the Subject Tract is Situated Within: Unshaded Zone X Defined as Areas Determined to be Outside the 0.2% Annual Chance Floodplain (500-Year Flood). The FEMA Webs)te (www.mac.fema.gov) was checked on July 5, 2011. At this Date no LOMC's were Reported. This Flood Statement does not Imply that the Property or Structures Thereon will be Free from Flooding or Flood Damage. On Rare Occasions Floods can and will Occur and Flood Heights may be Increased by Man -Made or Natural Causes. This Flood Statement shall not Create Liability on the Part of the Surveyor. SOLVENTS, FERTILIZERS, AND OTHER POTENTIALLY TOXIC MATERIALS. MANHOLE/INLET PROTECTION NOTES 5. CONTRACTOR SHALL LOCATE FUEL/MATERIAL STORAGE AREAS AWAY FROM STORM 1. INLETS AND MANHOLES THAT ARE NOT COMPLETE AND/OR ARE SUBJECT TO CONVEYING WATER CONVEYANCE SYSTEMS. CONTRACTOR MALL USE SILT FENCING, HAY BALES, STORM WATER FLOWS ARE TO BE PROTECTED TO PREVENT SEDIMENT FROM ENTERING THE OR BERMS AROUND FUEL STORAGE AREAS. (NO SEPARATE PAY). PROPOSED OR EXISTING STORM SEWER SYSTEM. 6. CONTRACTOR SHALL ADVISE OWNER IMMEDIATELY, VERBALLY AND IN WRITING, OF ANY FUEL OR TOXIC MATERIAL SPILLS ONTO THE ROJER/CONSTRUCTION AREA AND 2. PROTECTION MALL CONSIST OF ONE LAYER OF 3x12-INCH OAK TiMBER% ONE (1) INCH THE ACTION TAKEN TO REMEDY THE PROBLEM. APART, COVERED WITH ONE LAYER OF WOVEN POLYPROPYLENE OR POLYESTER FILTER 7. CONTRACTOR IS RESPONSIBLE DISPOSING OF FABRIC (EXXON GTF 1003, PHIWPS SUPAC 4WS[UV] OR APPROVED EQUAL) HELD IN PLACE CONTAMINATED FOR I�I IONS INA LEGALLY APPROVED MANNER. (NO SEPARATE PAY). WITH 1/2' STAPLES. TIMBERS SHALL BE HELD IN PLACE WITH TWO (2) 2x4's NAILED SECURELY TO EACH TIMBER OVER THE FILTER FABRIC. THE FILTER FABRIC SHALL EXTEND B. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE ENVIRONMENTAL BEYOND THE PERIMETER OF THE OAK TIMBERS AS TO ENSURE ONE (1) FOOT OF BURY LAWS. BETWEEN THE MANHOLE OR INLET AND THE SURROUNDING SOIL AS SHOWN. 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATELY MAINTAINED SANITARY FACILITIES. 3. FILTER FABRIC TO BE CLEANED OR REPLACED WHEN IT CEASES TO FUNCTION PROPERLY 10. AT COMPLETION OF THE CONTRACT, OWNER AND/OR OWNER'S REPRESENTATIVE WITH OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL EXAMINE EROSION AN SEDIMENTATION CONTROL SYSTEM CONTRACTOR ONTRACTOR MAY SUBMIT PLANS FOR ALTERNATE METHODS OF PROTECTION. THESE BEFORE RELIEVING CONTRACTOR tR HIS MAINTENANCE RESPONSIBILITIES. 11. IF EROSION AND SEDIMENTATION CONTROL SYSTEM IS EXISTING FROM PRIOR ALTERNATE METHODS MUST 8E APPROVED PRIOR 1D USE IN THE FIELD. CONTRACTS, OWNER AND/OR OWNER'S REPRESENTATIVES WITH THE CONTRACTOR)E SHALL 5. NO SEPARATE PAYMENT MALL BE MADE FOR INLET AND MANHOLE PROTECTION. INCLUDE DAMAGE E PR OR TO CONTRACTORINE THE EXISTING SSTTARiiOSION NGDCONNSSTRUCTiON OF THE CONTTATION CONTROL RACT. FOR5. THE COST IN THE UNIT PRIG FOR THE INLETS AND MANHOLES. DAMAGE NOTED AT THIS TiME SHALL BE REPAIRED AT OWNER'S EXPENSE 12. CONTRACTOR SHALL BE RESPONSIBLE FOR STREET CLEANING, ON A DAILY BASIS, ALL MUD AND DIRT DEPOSITED ON THE EXISTING PAVEMENT DUE TO HIS LEGEND CONSTRUCTION ACTIVITY. 13. IF PAVING CONTRACTOR REMOVES OR PUNCTURES TIMBER GRATE TO ESTABLISH DRAINAGE, INLET MUST BE BE SURROUNDED BY FILTER FABRIC FENCE AS SHOWN IN DETAIL ON THIS SHEET. IPB INLET PROTECTION BARRIERS NOTE B.B. FOR STAGE II INLETS FILTER DAM NOTES: � STABILIZED A. TYPES OF FILTER DAMS 1. TYPE 1 NON -REINFORCED) G CONSTRUCTION ACCESS a. HEIGHT - 18-24 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. b. TOP WIDTH - 2 FEET (MINIMUM) c. SLOPES - 2.1 (MAXIMUM). ----- 2 TYPE 2 (REINFORCED). e i a. HEIGHT - 18-36 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. : CTWi CONCRETE TRUCK WASHOUT AREA b TOP WIDTH - 2 FEET MINIMUM) WIE BB Viesse O i ' :► i_1 :_ PIPE C SECTION VMIES WITH TYPE > •� 5' .1 SEE ' SEE NOTE A fx �'.yy. (fit&/ y f'+0?�Y yJ Y'i •• OUIFALL .I , / GRANULAR FIL1113 '4L 7 NOTE. - ONLY MPUES FOR DETENTION BASIN OUTFALL PIPE PROTECTION. WIRE (SEE NOTE B� FILTER DAM Fa -TYPE o SYMBOL a SLOPES - 2.1 MAXIM M). -----� 3. TYPE 3 (REINFORCED) a. HEIGHT - 36-48 INCHES MERE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. b. TOP WIDTH - 2 FEET (MINIMUM). 4. c. TYPE4TG�ON) 1 (MAXIM M). X �■ FFF �■ X FILTER FABRIC FENCE a. HEIGHT - 30 INCHES MINIMU MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. b. TOP W1D1H MINIMU%. - 2 FEEL' INI S. TYPE 5. ) SHOWN ON TH PLANS B. CONSTRUCT FILTER DAMS ACCORDING TO THE FOLLOWING CRITERIA UNLESS SHOWN OTHERWISE ON THE PLANS FD-TYPE II ROCK FILTER DAM 1. TYPE 2 AND 3 FILTER DAMS: SECURE VAiN 20 GAUGE GALVANIZED WOVEN WIRE MESH WITH 1 INCH DIAMETER HEXAGONAL OPENINGS. 2 GRANULAR FILL a. PLACE ON MESH TO HEIGHT AND SLOPES SHOWN ON PLANS OR AS SPECIFIED BY THE ENGINEER. b. 3-5 INCHES FOR ROCK FILTER DAM TYPES I.Z AND 4 AND 4-8 INCHES FOR ROCK FILTER DAM TYPE 3. REFER TO GRANULAR FILL IN SPECIFICATION SECTION NO. 02378-RIPRAP AND GRANULAR FILL 3. WIRE MESH: FOLD AT UPSTREAM SIDE OVER GRANULAR FILL AND TIGHTLY SECURE TO ITSELF ON THE DOWNSTREAM SIDE USING WIRE TIES OR HOG RINGS 4. IN STREAMS: SECURE OR STAKE MESH TO STREAM BED PRIOR TO AGGREGATE PLACEMENT. 5. SEE SPECIFICATION SECTION NO. 02364-FlLiER DAMS. 6. EMBED ONE FOOT MINIMUM INTO SLOPE AND AT SLOPE RAISE ONE FOOT HIGHER THAN CENTER OF N0. DATE REVISIONS DEPRESSED AREA. IESH OTE B.1.) TYPE WIRE MESH (SEE NOTE B.i.) \ OR IDAUNG7 FLOWUNE / /� fT7ter Fabric Fabric a Min. One -Foot (12 in Surrounding Soil 12' ('• . • 3'x12' Soil \\ Timbers ;` min/et wall (or Manhole) GEOTEX11LE NOTES: MIN. AOS SIEVE NO. 120 MIN MAX.WEIG Aa5 SIEVE "°• eD MAY waGNr TYPICAL INLET AND MANHOLE o2�sY 4 02. MIN N PROTECTION - LOWER STAGE NTS - Gulf Intermodal Sm\002-00 - OS Utilities - 101 Strang Road Offsfte Utilitlee.dwg Mar 23,2012 - 11:48am Jg QUIRED SPACING AND A 6" x 6" TRENCH THE LINE OF POSTS. 2" x 2" WOODEN POST OR EQUIVALENT. EXTENSION OF FABRIC INTO TRENCH. FILTER FABRIC FLOW COMPACTED _ SOIL 6. I� MIN.. �C 3�9E IT INTO THE TRENCH. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. Fes/ POST EXTENSION OF FABRIC INTO TRENCH. FILTER FABRIC FLOW _ Z r. z POST COMPACTED SOIL GENERAL NOTES: 1. SET POSTS AT 4-FEET MAXIMUM SPACING. IF FACTORY PREASSEMBLE) FENCE WITH SUPPORT NETTING IS USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAXIMUM. 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 INCHES AT THE POST, FOLD TOGETHER, AND ATTACH TO THE POSTS. 3. REMOVE SEDIMENT DEPOSITS WHEN SILT DEPTH REACHES ONE-THIRD OF THE HEIGHT OF THE FEND. FILTER FABRIC FENCE X_ a- X SYMBOL 1. SET POSTS AT REQUIRED SPACING AND 2. SECURE MESH FENCING TO POSTS DEPTH. EXCAVATE 6' x 6" TRENCH UPSLOPE ALONG THE LINE OF POSTS. GALVANIZED WELDED WIRE MESH OR 2"x2" WOODEN EQUIVALENT TO SUPPORT FILTER FABRIC • •!�,� �41'n 1vNii�iii•�O��iNV41 11111 it,%i INNI %%l �w, i�ltu,%iRRin'i'•� lilt 111►.11 11111111 � 111111 �� 11111111�"""%i�•%%� �uy:!'!•�: ��� •�r�p 11111�I I111111 � � 1111111'�'%'Aid%s 111111 ` ililll - � 1111111111���` UI11 "� -�l���� FILTER FABRIC FLOW lm COMPACTED L 6" BACKFILL MIN. ALTERNATE V-TRENCH EXTENSION OF FABRIC INTO TRENCH WIT FILTER FABRIC FLOW Now a COMPACTED \/ / BACKFILL �\ a z N/ GENERAL NOTES: 1. SECURELY FASTEN MESH FENCING TO POSTS WITH STAPLES OR TIE WItTLS. 2. SECURELY FASTEN FILTER FABRIC TO MESH FENCING. 3. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 ACHES AT A POST, FOLD TOGERIR, AND ATTACH TO A POST. 4. REMOVE SEDIMENT DEPOSITS WHEN SILT REACHES ONE-THIRD OF THE HEIGHT OF THE FENCE N DEPTH. REINFORCED JONESdIICARTER,sIIc. FILTER FABRIC BARRIER �r• ' ENGINEERS• PLANNERS- SURVEYORS X�X Texas Board of Professional Engineers Registration No. F439 6335 GuUton Dr., SuBe 100 Houston, Texas 77081 (713) 777-5337 SYMBOL NO, REVISIONS VA7E NAME WIRE MESH STRUCTURE *TRENCHED RINGS LE OR 3/S" 1NCHORS (J HOOKS, T-ENDS) ! FT. WIRE MESH STRUCTURE GENERAL NOTES: 1. PLACE BARRIER IN A ROW WITH ENDS TORI.Y ABUTTING THE ADJACENT BARRIER. 2 USING ONE CONTINUOUS SECTION OF FILTER FABRIC, WRAP FABRIC AROUND WIRE MESH AND EXITRD FABRIC 10 FORM SKIRT ON THE UPSTREAM SIDE 3. WEIGHT SKIRT WITH A CONTINUOUS LAYER OF 3-INCH TO 5-INCH OPEN GRADED ROCK, OR TOE IN SKIRT WITH SIX INCHES WITH MECHANICALLY COMPACTED MATERIAL 4. SECURELY ANCHOR BARRIER AND SKIRT IN PUCE USING 6-INCH WIRE STAPLES ON 24001' CENTERS ON BOTH EDGES, OR STAKE USING 18-INCH BY 3/8 INCH REM ( -ENDS, J-HOOKS). FILTER FABRIC SHALL BE LAPPED OVER ENDS 6 INCHES TO COVER SEGMENT JONTS. FASTEN JOINTS WITH GALVANIZED SHOAT 5. RINGS OR EQUNAENi. 6. THE BARRIER STRUCTURE SHALL BE WELDED WIRE MESH, 18 INCHES ON EACH SIDE TRIANGULAR FILTER FABRIC FENCE X_ TFF _ X SYMBOL WOOD OR METAL POST EXTENSION OF FILTER FABRIC INTO TRENCH. WIRE FILTER FABRIC POST FLOW _ z \ e?epevepege A Li / -1 L i 6 I y MIN SECTION A -A PLAN SEE REINFORCED FILTER FABRIC BARRIER DETAIL FOR REINFORCED FILTER FABRIC BARRIER REQUIREMENTS L VARIES REINFORCED FILTER FABRIC BARRIER VARIABLE DISTANCE 36 INCHES MINIMUM �,- WOOD OR METAL BEAM ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE -\ FILL VOIDS BETWEEN BALES WITH SURPLUS STRAW FLOW WIRE OR NYLON BOUND BALES PLACED PARALLEL TO GROUND FLOW / 2 REBAR STAKES, STRAW BALE FENCE ARTH CE GENERAL: SECTION 1. LINT USE TO ONSITE SWAES FOR PURPOSES OF LOW FLOW VELOCITY DM PA10 FOR OWN CONTROL USE STRAW BALE FENCES TO TREAT OVERLAND FLOW ONLY. DO NOT USE STRAW BALE FENCES TO TREAT FLOW IN CHANNELS. PLACE BALES IN A ROW WiTH ENDS TIGHTLY ABUTTING ADJACENT BALES. FILL THE VOIDS BETWEEN BALES WITH SURPLUS STRAW. 2 PLACE DALES WITH BINDING PARALLEL TO GROUND SURFACE. IMBED EACH BALE AT (FAST 4 INCHES IN THE SOIL 3. SECURELY ANCHOR BALES N PLACE BY REBAR STAKES. DRIVE STARES THROUGH THE BALES AND AT LEAST 18 INCHES INFO THE 4. GROUND. ANGLE THE STAKE INEACH BALE TOWARD THE PREVIOUS BALE TO FORCE THE BALES TOGETHER. BIND BALES WITH WIRE OR NYLON ROPE TIED ACROSS THE STRAW ME. REPLACE WITH NEW STRAW BALE FENCE EVERY TWO MONTHS.. 5. 6. WATTLES STAKED KID THE GROUND ARE A PREFERRED SUBSILME FOR STRAW BALE FENCES. 7. STRAW BALE FENCE X_ SBF X SYMBOL EXISTING GROUND (_ 50'-0" PUBLIC MIN. 1 RIGHT-OF-WAY L S" MIN. PERMEABLE, SEPARATION GEOTEXTILE GRADED TO PREVENT FABRIC FOR FULL WIDTH AND LENGTH OF EXIT RUN-OFF FROM LEAVING SITE PROFILE PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY 50'-0" 1 MIN. EXISTING > �j PUBLIC 1/3 L GROUND \ RIGHT-OF-WAY / /.4A. COMPACTED SOIL STAKE WATTLE OR WEIGH DOWN COARSE AGGREGATE - 3" TO WITH SANDBAGS CONCRETE �IS NOT PERMITTED) PLAN VIEW FLOW _ R FILL (BROKEN 4° ° it I I' I III I 4" INLET METAL POST WOOD OR INLET 2 -0 GENERAL NOTES: // \ � ° \�°�° IiIIIIIi��Illilll ;,•. I I I I' WOOD OR 1. MINIMUM LENGTH IS AS SHOWN ON CONSTRUCTION DRAWINGS OR 50 FEET, WHICHEVER IS MORE. A A \ ...,r METAL BEAM 2. CONSiRUCi AND MAINTAIN CONSTRUCTION EXIT WITH CONSTANT WIDTH ACROSS ITS LENGTH, INCLUDING ALL POINTS OF INGRESS OR EGRESS. UNLESS SHOWN ON THE CONSTRUCTION DRAWINGS, STABILIZATION FOR OTHER AREAS WILL HAVE THE SAME AGGREGATE THICKNESS AND WIDTH 3. REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT SECTION A -A WHEN SHOWN ON THE CONSTRUCTION DRAWINGS, WIDEN OR LENGTHEN STABILIZED AREA TO ACCOMMODATE A TRUCK WASHING AREA PROVIDE OUTLET WATTLE STAKED 4. SEDIMENT TRAP FOR THE TRUCK WASHING AREA WITH 2 STAKES PER PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL COARSE AGGREGATE TO MAINTAIN THE REQUIRED DEPTH OR WHEN SURFACE BECOMES PACKED WITH BALE OR WEIGHTED MUD, WITH SANDBAGS 5, PERIODICALLY TURN AGGREGATE TO EXPOSE A CLEAN DRMNG SURFACE. PLAN 6. ALTERNATIVE METHODS OF CONSTRUCTION INCLUDE -CEMENT STABILIZED SOIL: COMPACTED CEMENT STABILIZED SOIL, LIMESTONE AGGREGATE, OR OTHER FILL MATERIAL IN AN APPLICATION OF THICKNESS 7. OF 8 INCHES. NOTE: -WOOD MATS: OAK OR OTHER HARDWOOD TIMBERS PLACED EDGE TO EDGE AND ACROSS SUPPORT WOODEN BEAMS WHICH ARE PLACED ON TOP OF TYPICALLY STRAW BALES ARE NOT RECOMMENDED FOR INLET PROTECTION BARRIERS. EXISTING SOIL IN AN APPLICATION THICKNESS OF 6 INCHES. -STEEL MATS: PERFORATED MATS PLACED ACROSS PERPENDICULAR SUPPORT MEMBERS. INLET PROTECTION BARRIERS FOR STAGE I INLETS IPB STABILIZED CONSTRUCTION ACCESS SYMBOL GDA SYMBOL HARRIS COUNTY ENGINEERING - Gulf Interracial Siva\002-00 - OS Utilities - 101 Strang Rd\CIMI\Const Dwgs\Strang Road Offaite Utlltles.dwg Mar 23.2012 - 11:47am Ag DEPARTMENT COMPL_.__ ONE LAYER OF FILTER FABRIC SECURED AND TRENCHED (WHEN REQUIRED ON CONSTRUCTI N DRAWINGS.) - OR NYLON ROPE - STAKES 1 k 0. 1' •, Y'/ni. / r 1 i lr Il\.• 1 /, i'1`1 rl. •1, ty :.i',+ 1 1 Ti 1 1 1 11 1 :Ti • 1 4 r i YI •P 1' f ,1 771 i 1 1 :'y a'i Itr 1I r• . ar r i, I `'971 •1 I 1• 1 Ail a•1. 1 i 'y 1..•. 1 1 k• 1 cri - 1 -Y }7 Y. 1 hl 1-' 0. -r I q i k a', t 4 1 •7Y it Y 1 • • •. y : i'1 y ', 1,• 1 • 1,• Y' I \ :-T, I I i A f 1,, 1 • 1. 1. 1 i 'd:............ 10. 1'� i 1 'i' 1'1. 7 177171 BRUSH BERM X_ S X SYMBOL PLACE BAGS SNUG AGAINST CURB SANDBAGS PLACED SNUGLY AROUND INLET i F� /y EXISTING CONCRETE CURB AND PAVEMENT \\ EXISTING INLET SEE CONSTRUCTION HANDBOOK SECTION 4FOR SANDBAG DESIGN AND MAINTENANCE REQUIREMENTS O� F� GENERAL NOTES: 1. BAGS OR WATTLES CAN BE USED FOR THIS APPLICATION. 2 PROVIDE WOVEN OR UNWOVEN GEOiEXDLE FILTER FABRIC FOR BAGS. 3. PROVIDE COARSE SAND AND AGGREGATE MIX FOR FILL MATERIAL FOR BAGS. USE ONLY PARTIM CONSISTING OF CLEAN, HIW, DURABLE MATERIALS FREE FRDM ADHERENT COATINGS, SALT, AM, TINT, CLAY, LOAM, SHALF, SOFT OR FLAKY MAMM, OR ORGANIC AND INJURIOUS MATTER REMOVE SEDIMENT DEPOSIT WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-THIRD THE HEIGHT OF THE BARRIER 4. INLET PROTECTION BARRIERS FOR STAGE II INLETS ECT ITUD TIFF Her. or 11/01/02 IPB SYMBOL r , il;thl ,gi(d:91;4J'Ni2dl,,> "i�• •.a : h 1 1♦ 1 a MIII 1 y i4 YI 111 YI '1 14 •( 11 a r 19/19