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FAIRMONT PKWY SHARED USE PATH
a m 0 0 N _N 0 Z 0 N 0 J J YICI N ITY IVLAP SCALE: 1"=3 MILES • :� ,! � , � � � i THE CITY OF LA PORTE, TX MAYOR CITY COUNCIL GEORGIA A. MALONE JOHN BLACK MIKE MOSTEIT CHUCK ENGELKEN TOMMY MOSER LOU1S RIGBY MIKE CLAUSEN AT -LARGE "A" AT LARGE "B" DISTRICT 1 DISTRICT 2 DISTRICT 3 DISTRICT 4 DISTRICT 5 DISTRICT 6 SITE SAP SCALE: 1"=1/4 Mile NOVEMBER 2009 HZI JOB NO.: 02-1168-01 r 4 �! r r Sheet List Table � Sheet Sheet Title O 01 COVER 02 EXPRESS REVIEW 03 GENERAL NOTES 04 OVERALL 05 FAIRMONT PARKWAY STA. 0+00 TO 4+00 O6 FAIRMONT PARKWAY STA. 4+00 TO 21+00 07 FAIRMONT PARKWAY STA. 21+00 TO 38+50 08 FAIRMONT PARKWAY STA. 38+50 TO 57+00 09 CANADA ROAD @ FAIRMONT PARKWAY 10 FAIRMONT PARKWAY STA. 57+00 TO 63+50 11 FAIRMONT PARKWAY STA. 63+50 TO 83+50 12 FAIRMONT PARKWAY STA. 83+00 TO 101+50 13 FAIRMONT PARKWAY STA. 101+50 TO 121+$0 14 FAIRMONT PARKWAY STA. 121+50 TO 127+50 15 FAIRMONT PARKWAY STA. 127+50 TO 149+g0 16 FAIRMONT PARKWAY STA. 149+g0 TO 172+30 Q 17 FAIRMONT PARKWAY STA. 172+30 TO 194+g0 18 FAIRMONT PARKWAY STA. 194+g0 TO 217+30 19 FAIRMONT PARKWAY STA. 217+3070 222+30 20 FAIRMONT PARKWAY STA. 222+30 TO 226+80 21 FAIRMONT PARKWAY STA.226+80 T0231+80 22 FAIRMONT PARKWAY STA. 231+g0 TO 252+30 23 FAIRMONT PARKWAY STA. 252+30 TO 257+30 24 FAIRMONT PARKWAY STA. 257+30 TO 274+30 y 25 FAIRMONT PARKWAY STA. 274+30 TO 279+g0 26 9TH STREET ROW STA. 279+80 TO END 27 DRIVEWAY AND SAFETY END TREATMENT DETAILS 28 CANADA ROAD 1 OF 3 29 CANADA ROAD 2 OF 3 30 CANADA ROAD 3 OF 3 31 BAY AREA BLVD 1 OF 4 32 BAY AREA BLVD 2 OF 4 33 BAYAREA8LV030F4 34 BAY AREA BLVD 4 OF 4 35 SIDEWALK DETAILS AND CROSS SECTIONS 36 METAI BEAM GUARD FENCE 37 SINGLE GUARDRAIL TERMINAL 38 BRIDGE RAILING STANDARD -RAILING APPLICATIONS 39 BRIDGE RAILING STANDARD -COMBINATION RAILING DETAILS 40 PEDESTRIAN RAMPS TYPICAL DETAILS SHEET 1 OF2 41 PEDESTRIAN RAMPS TYPICAL DETAILS SHEET 2 OF 2 42 TRAFFIC CONTROL PLAN 43 STORM WATER POLLUTION PREVENTION PLAN 44 SWPPP DETAILS 45 STORM WATER QUALITY MANAGEMENT PLAN 46 HARRIS COUNTY STANDARD PAVEMENT MARKINGS 47 BICYCLE LANE REGULATORY SIGNS 48 BICYCLE LANE WARNING SIGNS 49 BICYCLE LANE GUIDE SIGNS ��1�'��_-�������� 1500 S. Dairy Ashford, Suite 200 Houston, Texas 77077 (281)496-0066 O �`OF���tt �p�E......,TF�t++ ss .: 5.••' � � tj.*..:........................•..*... j / EMMANUEL DE PAU / � /� 82627 �i E , z + i�bNA Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BV: 02-1168-01 JMH CAD DWG FILE: CHECKED 8Y: 1168_COVR.dwg EDP CITY OP LA RORTE 804 WEST FAIRMONT PARKWAY LA PORTED TX 77571 (281)471-5020 DRAWING SCALE SHEET NUMBER HORIZ: AS NOTED O � OF VERT: AS NOTED FOR REDUCED PLANS 1, PAVING 2. I. DESIGN THICKNESS OF PAVING II. STABILIZED SUBGRADE TO A DEPTH OF III. DESIGN STRENGTH OF CONCRETE psi IV. TYPE AND PLACEMENT OF STEEL: DRIVEWAYS — I. NUMBER OF DRIVEWAY APPROACHES PROPOSED: 2 II. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS ON SHEET 27 FIRE APPARATUS ACCESS ROAD ❑ REQUIRED AND SHOWN ON SHEETS) 3SS NOT REQUIRED DUE TO NOT PROPOSED CURBING I. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING II. � STANDARD 6" CURBING PROPOSED ❑ 4" x 12" CURBING PROPOSED EXCEPT AT MEDIANS AND ISLANDS TRAFFIC CONSIDERATIONS I. MEDIAN CUTS ❑ NO MEDIAN CUT OR RELOCATION IS PROPOSED j8f MEDIAN MODIFICATIONS ARE SHOWN ON SHEET 09. 19. & 23 IL LEFT /RIGHT TURN LANE � NO LEFT /RIGHT TURN LANE IS PROPOSED _ ❑ LEFT /RIGHT TURN LANE IS SHOWN ON SHEET III. TRAFFIC CONTROL PLAN ❑ NO WORK IN THE RIGHT OF WAY IS PROPOSED THAT WOULD INTERFERE WITH TRAFFIC FLOW jSj TRAFFIC CONTROL SHOWN ON SHEET 42 IV. TRAFFIC SIGNAL ❑ NO TRAFFIC SIGNAL IS EXISTING /PROPOSED ❑ EXISTING TRAFFIC SIGNAL DEVICES (T.C. BOXES AND LOOPS) SHOWN ON SHEEP kTI PROPOSED TRAFFIC SIGNAL (BY OTHERS) V. TRAFFIC IMPACT ANALYSIS j� NO TRAFFIC IMPACT ANALYSIS IS REQUIRED ❑ TRAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE:______ 7. / SUBDNISION STORM SEWER ❑ ADSIDE DITCH ❑ CITY OF ❑ OTHER ❑ TO DETENTION P0� ❑ DETENTION POND MA ❑ TO HCFCD DRAINAGE ❑ TO HARRIS COUNTY ROAD NAME: ❑STATIC W.S.E. ®OUT/F ❑ PROPOSED STORM SIEI BY _ UNIT N0. �E DITCH 3 , COMMERCIAL /OTHER SITE DRAINAGE I. PROPOSED DRAINAGE AREA ❑ NEW DEVELOPMENT AREA: �FQ RE -DEVELOPMENT AREA (AMOUNT INCREASED IMPERVIOUS AREA): (SIDEW 11. DETENTION VOLUME FREQUENCY � ❑ .55 NEW AR N A X � = N A CRE FEET � ❑ .65 DETENTION REQUIRED � ❑ .75 �k ❑OTHER: PROPOSED VOLUME = N A ACRE FEET CAPACITY OCATED TO TRACT FROM D. A. MA (CFS) FROM D NAGE AREA MAP DATED: _ PREPA BY: ACTU OUTFACE RATE: �_ __ (CFS) FLOW PRIOR TO DETENTION: FLOW AFTER DETENTION (IF REQUIRED): FLOOD CONTROL DISTRICT CRITERIA STORMWATER DETENTION BASIN ROUTING TABLE DETENTION BASIN DRAINAG = _ACRES RAINFALL EVENT PROBABILITY PRE—DEV D PEAK RUNOFF POST —DEVELOPED PEAK RUNOFF CFS DETEMION BASIN PEAK OUTFLOW CFS MAXIMUM SURFAC AT10N PEAT( STORAGE VOLUME AC —FT STORAGE RATE AC —FT PER AC 70% IXCEEDANCE (10—YEAR) t% IXCEEDANCE (100—YEAR) ADDITIONAL CRITERIA FOR PUMPED DETENTION BASIN VOLUME OF PUMPED 7% IXCEEDANCE STORAGE VOLUME _ _ MAXIMUM DESIGN OUTFLOW VEIOCfTY INTO HCFCD CHANNEL = DRAIN 1TME FOR BASIN = HOURS BASED ON . REPORT TTR.E REPORT DATE DATE OF ACKNOWLEDGEMENT PLAN OF TOTAL VOLUME DESIGN ENGINEERING FlRM OR FLOODPLAIN ADMINISTRATOR HCFCD HEAD CONDITIONS. FOR THE PROPOSED WORK CONTAINED IN THESE PLANS IS PROVIDED BY E�pAGEERING FIRM DATE SIGNED RY HCFCD II. HCFCD STANDARD NOTES: SEE SHEET �� OF THESE PLANS. SEE SHEET OF THESE PLANS. I R S FO D PROPOSED RIGHT OF WAY DELINEATION AND FORMATION TO INCLUDE CLERK'S FIL PE OF ESTATE (e.g., ENT, C.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TX , N4IES: li I. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENRON. II. COMPLETE ONLY IF PROJECT HAS WITHIN R OR IS IMMEDIATELY ADJACENT TO AN EXISRNG OR PROPOSED HCFCD MAITdfAlNEO CHANNEL OR DETENTION BASIN. III. COMPLETE ONLY IF PROTECT INCLUDES NEW OUTFACE, BACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN IXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. N. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO R AN EXISTING OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. HCFCD PROJECT III. OUTFACE OUTFACE TO J� H.C. ROADSIDE DITCH � EXISTING H.C. STORM SEWER ❑ OTHER ROADSIDE DITCH OUTFACE: ALLOWABLE OUTFACE RATE _ _ N,(A (CFS) PROPOSED OUTFAIL RATE: N,/A ❑ STORM SEWER OUTFACE CAPACITY ALLOCATED TO TRACT FROM D. A. MAP: � (CFS) FROM DRAINAGE AREA MAP DATED: PREPARED BY: ACTUAL OUTFACE RATE: _____ (CFS) IV. PUMPED DETENTION FACILITIES VOLUME THAT GRAVITY FLOWS: _�I/A ACRE FEET VOLUME THAT IS PUMPED: N/A ACRE FEET ENTRANCE VELOCITY INTO ROADSIDE DITCH OR STORM SEWER: N/A PUMP SPECIFICATIONS AND OPERATING PLAN APPEAR ON SHEET N/A V. FLOW RESTRICTOR SIZE OUTFACE PIPE SIZE: N/A RESTRICTOR PIPE SIZE: N'/A $, FLOOD PLAIN STATUS I. GENERAL INFORMATION FIRM PANEL(s) FOR PROPERTY: 48201C0940L. 48201C0845L FIRM PANELS) DATE: JUNE 18. 2007 STATUS OF PROPERTY ON MAP ❑ ENTIRELY LOCATED IN UNSHADED ZONE "X" j8q LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE "X", DELINATE FLOODPLAIN BOUNDARY ON CONSTRUCTION DRAWINGS (DRAINAGE LAYOUT PG. N0. ) (BASE FLOOD LEVEL____) ❑ LOCATED ENTIRELY IN ANY "A" ZONE OR SHADED ZONE "X", (INDICATE BASE FLOOD LEVEL ) ❑ LOCATED IN THE 10-YEAR FLOODPLAIN ❑ LOCATED IN CYPRESS CREEK LOMR OS-O6-2369P (INDICATE BASE FLOOD LEVEL ) ❑ SITE REMOVED FROM FLOODPLAIN BY IOMA OR LOMR-F CASE N0. ❑ OTHER ELEVATION INFORMATION BENCHMARK USED ❑ HARRIS COUNTY FLOODPIAIN REFERENCE MARK 1ST HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT BENCHMARK (FOR COASTAL AREAS) DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND YEAR OF ADJUSTMENT (2001 ADJ.) II. FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION ❑ PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL AND IN SHADED ZONE "X" jgj PROPERTY LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOOD LEVEL III. FLOODPLAIN STORAGE SUMMARY (APPLIES ONLY TO PORTION OF LAND LOCATED WfTHIN FLOODPWN AS DELINEATED 8Y FlRM PANEL). A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.): i.e., BELOW ELEVATION 19"5• (2001 ADJ.) 0 CUBIC YARDS B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM DELINEATED FLOODPLAIN: i.e., BELOW ELEVATION 19.5� (2001 ADJ.) O CUBIC YARDS NODES: I. COMPLETE FOR ALL PROJECTS II. COMPLETE ONLY IF PROTECT IS ADJACEM TO 700—YEAR FLOOD PLAIN ■ • • • � '�� �. � �" l I / �� � ♦• 9. 4,�WATER AND WASTEWATER MUNICIPALITY: ❑ UNICIPAL UTILITY DISTRICT: ❑ 0 ER DISTRICT: ❑ PRI TE WATER AND WASTEWATER ❑ PRIVA WATER SYSTEM AND INDIVI ❑ INDIVIDU WATER WELL AND OSSF ❑ OTHER: ❑ LETTER FROM DIS AND CONNECTION ❑ TCEQ APPROVAL PERMIT FOR WAS ❑ OSSF SUBDIVISJ� ■ I' ■ •• � ■ • ; 5, DESCRIPTION OF PROPERTY , I. LEGAL DESCRIPTION A. ACREAGE: N/A �� B. ❑SUBDIVISION: N/A OSSF ❑ SURVEY &ABSTRACT: NSA C. ADJACENT ROADS:_FAIRMONT PARKWAY BAY AREA BOULEVARD CANADA ROAD T UTHORIZING SERVICE II. PLATTING A. SUBDIVISION PLAT W R SYSTEM AND ❑PROPOSED PLAT /REPEAT TER YSTEM. ❑RECORDED PLAT /REPEAT ANNIN REPORT PLAT NAME: ____________________________ PLAT NUMBER --------------------------- j$( NO PLAT REQUIRED B. STREETS PROPOSED ❑ PUBLIC LOTS UNITS ❑PRIVATE AVERAG DAILY FLOW ❑PUBLIC &PRIVATE N4ff.S: I. COMPLETE FOR ALL PROTECTS II. COMPLETE FOR ALL PROJECTS. III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED WORK IN HCFCD RIGHT-OF-WAY ❑ OUTFALI ❑ UTILITY CROSSING ❑ ROADWAY BRIDGE /CULVERT CROSSING ❑ FILL ACTIVITY ❑ REHABILITATION OF CHANNEL ❑ MAINTENANCE ❑ TEMPORARY CROSSING js{ OTHER II. PERMIT ❑ US ARMY CORPS ENGINEERS NATIONWIDE PERMIT NUMBERS) �____ ❑ US ARMY CORPS OF ENGINEERS INDIVIDUAL PERMITS f� OTHER ❑ NO PERMITS REQUIRED EXPLAIN: III. REFERENCE /BASIS OF DETERMINATION ❑ ENVIRONMENTAL CONSULTANT REPORT REPORT TITLE _ �_______ REPORT DATE ____ —Y ❑ OTHER �_ �— NOTES: I. —III. REQUIRED ON PROJECTS WRH WORK IN A HCFCD CHANNEL PLEASE REFERENCE SECTION 77 OF THE FLOOD CONTROL DISTRICT POLICY, CRTIERW, AND PROCEDURE MANUAL FOR MORE INFORMATION. HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT �j NONE III. JURISDICTIONS �k ❑ CITY OF HOUSTON I� CITY OF to PORTE � ❑ ETJ, CITY OF HOUSTON ❑ ETJ, CITY OF ❑ NO ETJ IV. HCAD ACCOUNT NOS. (ALL V._UNOBSTRUCTED VISIBILITY EASEMENT (U.V.EJ ❑ REQUIRED AND SHOWN ON SHEETS) mi NOT REQUIRED KEY MAP ®page(s)__ 578 _579� 590 �k CPC 101 FORM MAY BE REQUIRED (, STORM WATER QUALITY I. CONSTRUCTION PROTECTIVE MEASURES. j81 SWPPP SITE PLAN AND DETAILS ON SHEEf(S) ____43 _4� ___ 11. APPLICABILITY FOR PERMANENT FEATURES. ❑ EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL. ❑ EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL 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------------------------->k�k. I8I "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWAMP SITE PLAN ON SHEET(S)—�------------------------------ III. PERMANENT STORM WATER QUALITY FEATURES. ❑ VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY) DETAILS AND CALCULATIONS APPEAR ON SHEETS) ____________ ❑ POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONS APPEAR ON SHEETS) ____________ ❑ HYDRODYNAMIC TYPE SEPERATOR MODEL: _________________________ j8S OTHER(S): TRASH RECEPTACLES AND SIGNS SHEET 45 NOIES: 1 — II REQUIRED ON ALL PROJECTS, III IF NOT EXEMPT OR •GRANDFATHERED' INCLUDE: PROJECT TfNi, HARRIS COUNTY PROJECT NUMBER, AND SWQ PERMIT NUMBER, OR THE NAME OF THE PERMITTING AUTHORffY IF OTHER THAN HARRIS COUNTY. HCPID SIGNATURE BLOCK PROJECT NAME: FAIRMONT PARKWAY SHARED USE PATH WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE 10 SITEWORK SLTMMA]fZY 6Y AS TO PANNG AND OR DRAINAGE ONLY DATE HARRIS COUNTY ADMINISTRATIVE DATA pp (THIS SECTION TO BE FILLED OUT BY HARRIS COUNTY REVI R) gy AS To EOCAT7oN OF ITEMS IN COUNTY RIGHT OF WAY n� DATE CRITICAL FACILITY ❑YES ❑ NO ��,,PP ' �°} ❑ STORM WATER QUALITY /y0 PlSe�1F / ®T!® ❑ DETENTION gY AS TO STORM WATER UAUTY ��, DATE ❑ DRAINAGE SWALE ❑ CUT____CU.YDS. / FILL____CU.YDS. ADDITIONAL COMMENTS: ❑ FILL PLACEMENT _ _ACRES T4ao SwQ�tA is nova- Si�r.ec4Lsam! : a F,ea+dQ. ®w�w:.>� ❑ ORGANIZED SEWER ❑PUBLIC ❑PRIVATE i� �®$ `�• s�L ❑ ORGANIZED WATER ❑PUBLIC ❑PRIVATE ❑ UNDERGROUND UTILITIES (COMBINATION WATER/SEWER) HARRIS COUNTY FLOOD CONTROL. DISTRICT ❑ PAVING ❑PUBLIC ❑PRIVATE ❑ DRIVEWAY WITH CULVERT CURB AND GUTTER_ TXDOT___ INTERPOSE NO 0&IECTION ❑ CULVERT_ SEPTIC ❑ NO ❑EXISTING ❑PROPOSED �" DATE FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT—OF—WAY ❑ OTHER �______ PROVED: SIGN CLASSIFICATION gy � t.�--- DATE LOCATED IN: FOR f(EMS LOCATED WITHIN IXIS7TNG HCFCD RIGHT-OF-WAY y ❑ ETJ APPROVED: ❑ SCENIC DISTRICT ❑ TOLL ROAD 8Y DATE FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY EASEMENT AUTHORIZATION ADDITIONAL COMMENTS: ❑ LETTERS ______ 11 CURB RAMPS /SIDEWALK THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE CURB RAMPS PROPOSED � YES ❑ NO BEEN COMPLETELY CHECKED AND VERIFlED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO SIDEWALKS PROPOSED ❑ NO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S RESPONSIBILTIY AND ACCOUMABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRIATE FEDERAL, STATE AND LOCAL ENVIRONMENTAL RULES, LAWS, ANDREOULATiONS AND ANY OTHER A. HOME BUILDER ❑YES LEGALLY ADOPTED REGULATION OR ORDINANCE RELATED TO LAND. DEVEIOPMEM. IF THE CITY SIGNATURES. ARE REQUIRED BY ORDINANCE, COUNTY B. DEVELOPER ❑YES PERMffS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNANRES ARE VALID FOR A MAXIMUM OF 'TWO YEARS. C. H.O.A. ❑YES ENGINEER S CERTIFICATION T D. OTHERS CITY OF LA PORTE _������_ 12 LANDSCAPING ❑ REQUIRED AND SHOWN ON SHEETS) j$j 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. ?P� OF TEI'41i I, EMMANUEL DE PAU. A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY ��5 ,.• .,'S<p / 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 / * : GV '• * / RULES CONCERNING THE PRACTICE OF ENGINEERING AND PROFESSIONAL ENGINEERING LICENSURE. / EMMANUEL DE PAU / �.....'.......82fi27........."i ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION. ,���� •' �/C'ENSF-� '�'�,r� THE COMPLETED PROJECT CONSISTS OF DRAWING SHEETS O � THRU q-9 SEAL �y SI ATURE DA Nuitt-Zollors Inc. Firm Registration No. F-761 R E V I S I O N w7 DATE (SHEEP H.C. APPROVED DATEI EXPF,ESS REVIEW SHEET PROJECT N0. ZOOq-OS7 cl:I��r�111� : �� GENERAL NQTES IN STREET R.O.W. OR TION 713-223-4567. Date: r t a Wit` rn 0 0 N M N O 0 o; 0 a J J -. .■ GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO THE EXISTING PUBLIC OR PRIVATE UTILITY LINES, INCLUDING BUT NOT LIMITED TO WATER LINES, WASTE WATER COLLECTION SYSTEMS AND STORM SEWER, DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH CITY OF LA PORTE, ENGINEERING DIVISION "TECHNICAL SPECIFICATIONS" WITH LATEST ADDENDA AND AMENDMENTS THERETO, WITH NO COST TO THE PUBLIC. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF ALL WASTE MATERIAL GENERATED DURING CONSTRUCTION. WASTE MATERIAL MUST BE REMOVED FROM THE WORK SITE AND DISPOSED OF IN SUCH A MANNER AS TO NOT DAMAGE THE OWNER OR OTHER PERSONS. (NO SEPARATE PAY) 3. THE CONTRACTOR. SHALL COORDINATE HIS CONSTRUCTION SCHEDULE WITH- THE ENGINEER PRIOR TO COMMENCING WORK. 4. THE CONTRACTOR SHALL ADJUST EXISTING UTILITY STRUCTURES TO BE FLUSH WITH PROPOSED FINISHED GRADE, WITHIN THE LIMITS OF CONSTRUCTION. THIS SHALL INCLUDE BUT NOT LIMITED T0: MANHOLE RIMS AND COVERS, WATER LINE VALVES AND GAS VALVES. EXISTING COVER COVERED WITH ASPHALT CANNOT BE REUSED AND MUST BE REPLACED. 5. ALL GRASS REMOVED SHALL. BE REPLACED PER THE SPECIFICATIONS. ALL EXISTING TREES INSIDE THE PROPOSED RIGHT-OF-WAY SHALL BE REMOVED: ALL EXISTING TREES WITHIN CONSTRUCTION EASEMENTS SHALL BE PROTECTED. 6. ALL FILL SHALL BE CONSTRUCTED OF HORIZONTAL LAYER, SHALL. NOT EXCEED SIX INCHES LOOSE MEASURE AND SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY AS PER ASTM D 698 PROCEDURE. AREAS TO RECEIVE FILL SHALL BE STRIPPED A MINIMUM OF FOUR. INCHES PRIOR TO FILL PLACEMENT. 7. ANY DAMAGE TO ANY OF THE EXISTING UTILITIES MUST BE REPAIRED IMMEDIATELY. THE CONTRACTOR MUST NOTIFY THE APPROPRI-ATE UTILITY OWNER, WHO WILL MAKE THE REPAIRS AT THE CONTRACTOR'S EXPENSE. 8. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CONTRACTOR. TWO COPIES OF STAKING NOTES MUST BE PROVIDED TO THE, CITY OF LA PORTE PRIOR TO THE APPLICABLE CONSTRUCTION. 9. THE CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF LA PORTE AND HARRIS COUNTY. 10. CONTRACTOR SHALL NOTIFY THE CITY OF LA PORTE ENGINEERING DIVISION AT LEAST FORTY EIGHT HOURS PRIOR TO .COMMENCEMENT. NOTIFICATIONS SHALL BE FOLLOWED UP WITH A LETTER, A COPY OF WHICH SHALL BE SENT TO THE ENGINEER. 11. NO CONSTRUCTION IS TO COMMENCE UNTIL THESE PLANS ARE APPROVED. SWPPP NOTES 1. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY THE "REGULATIONS OF HARRIS COUNTY, TEXAS FOR FLOOD PLAIN MANAGEMENT" PRIOR TO STARTING CONSTRUCTION. 2. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITIES AND/OR CULVERTS WITH HARRIS COUNTY'S RIGHTS -OF -WAY. HCFCD NOTES NO NET FILL ALLOWED IN FLOOD PLAIN. 2. NOTIFY THE HARRIS COUNTY FLOOD CONTROL DISTRICT, PROPERTY MANAGEMENT DEPARTMENT IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. SUBMIT THE HCFCD 48 HOUR PRE -CONSTRUCTION NOTIFICATION FORM AND A COPY OF THE APPROVED CONSTRUCTION DRAWINGS TO HCFCD, 9900 NORTHWEST FREEWAY, HOUSTON, TEXAS 77092, ATTN: PROPERTY MANAGEMENT DEPT. 3. ENGINEER SHALL SUBMIT CERTIFICATION LETTER AND RECORD DRAWINGS TO THE HARRIS COUNTY FLOOD CONTROL DISTRICT, PROPERTY MANAGEMENT DEPARTMENT, REQUESTING INSPECTION OF ITEMS CONSTRUCTED IN HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING INSPECTION, THE DRAINAGE RIGHT-OFWAY AND/OR EASEMENTS SHALL BE STAKED AND FLAGGED. 4. PROTECT, MAINTAIN, AND RESTORE EXISTING BACKSLOPE DRAINAGE SYSTEMS. 5. BACKSLOPE SWALE AND INTERCEPTOR STRUCTURE ELEVATIONS AND LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. FINAL ELEVATIONS AND LOCATIONS SHALL BE FIELD VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 6. ESTABLISH TURF GRASS ON ALL DISTURBED AREAS WITHIN THE CHANNEL OR DETENTION RIGHT-OF-WAY, EXCEPT THE CHANNEL BOTTOM AND WHERE STRUCTURAL EROSION MEASURES ARE USED. MINIMUM .ACCEPTANCE CRITERIA ARE 75% COVERAGE OF LIVE BERMUDA GRASS AND NO EROSION OR RILLS DEEPER- THAN 4". 7. BACKFILL IN ACCORDANCE WITH THE HARRIS COUNTY FLOOD CONTROL DISTRICT STANDARD SPECIFICATION, SECTION 02315 -EXCAVATING AND BACKFILLING, OR EQUIVALENT. 8. EXCAVATE CHANNEL FLOWLINE TO DESIGN ELEVATION AS SHOWN ON PLANS AND DOWNSTREAM, AS NECESSARY, TO ENSURE NO WATER IN STORM SEWER DURING "DRY" CONDITIONS. 9. MAINTAIN FLOW IN CHANNEL DURING CONSTRUCTION AND RESTORE CHANNEL TO ORIGINAL CONDITION. 10. REMOVE ALL EXCAVATED MATERIAL FROM THE .HARRIS COUNTY FLOOD CONTROL DISTRICT OR DRAINAGE RIGHT-OFWAY. NO FILL IS TO BE PLACED WITHIN A DESIGNATED FLOOD PLAIN AREA WITHOUT FIRST OBTAINING A FILL PERMIT FROM THE APPROPRIATE JURISDICTIONAL AUTHORITY. 11. OBTAIN AND COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL PERMITS AND APPROVALS, WITH ASSISTANCE FROM ENGINEER, IF NECESSARY. STREET AND BRIDGE NOTES 1. EXISTING PAVEMENTS, CURBS, SIDEWALKS AND DRIVEWAYS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED TO THE CITY OF LA PORTE STANDARDS AND OR HARRIS COUNTY STANDARDS. 2. CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF JOB SHALL BE AS GOOD AS OR BETTER THAN PRIOR TO STARTING WORK. 3. CONTRACTOR SHALL COMPLY WITH O.S.H.A. REGULATIONS AND STATE OF TEXAS LAW CONCERNING EXCAVATION, TRENCHING AND SHORING. 4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. 5. SEE SANITARY SEWER NOTE 4 FOR PROPOSED SIDEWALK FILL/ADJUSTMENT NOTE. 6. THE CONTRACTOR MUST KEEP ALL EXISTING STREETS CLEAN OF CONSTRUCTION RELATED DEBRIS AT ALL TIMES. 7. THE FINISHED PAVEMENT SURFACE SHALL NOT DEVIATE FROM THE ESTABLISHED GRADE AND CROSS-SECTION MORE THAN 1 /8" (INCH) IN TEN FEET WHEN TESTED WITH A STRAIGHT EDGE PLACED PARALLEL TO THE CENTERLINE AND NOT MORE THAN 1/4" (INCH) IN TEN FEET AT RIGHT ANGLES TO THE CENTERLINE. SBC NOTES 1. THE LOCATIONS OF SBC FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 2. THE CONTRACTOR SHALL .CALL 1-800-344-8377 A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED. 3. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF SOUTHWESTERN BELL TELEPHONE FACILITIES, ALL EXCAVATIONS MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN BORING THE CONTRACTOR SHALL EXPOSE THE SBC FACILITIES. 4. WHEN SBC FACILITIES ARE EXPOSED, THE CONTRACTOR SHOULD PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR POLES THE CONTRACTOR SHALL BRACE THE POLE FOR SUPPORT. CENTERPOINT ENERGY NOTES (REVISED 2008) CAUTION: UNDERGROUNDGAS FACILITIES LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE CENTERPOINT ENERGY, INTRASTATE PIPELINE LLC. WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. OUR SIGNATURE ON THESE PLANS ONLY INDICATES THAT OUR FACILITIES ARE SHOWN IN APPROXIMATE LOCATION. IT DOES NOT IMPLY THAT A CONFLICT ANALYSIS HAS BEEN MADE. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT (713) 223-4567 OR 1-800-669-8344 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. • WHEN CENTER POINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE, CALL (713) 967-8037 (7:00 AM TO 4:30 M). 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 CENTER POINT 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. WARNING: OVERHEAD ELECTRICAL FACILITIES 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 CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR REMOVED CALL CENTERPOINT ENERGY AT (713)207-2222. HIKE AND BIKE PATHWAY NOTES 1. RUNN;��G SLOPE OF HIKE AND BIKE PATHWAY SHALL NOT EXCEED 1:20 (�l). 2. CROSS SLOPE OF HIKE AND BIKE PATHWAY SHALL NOT EXCEED 1:50 (2%). 3. MAXIMUM SLOPE FOR A RAMP SHALL NOT EXCEED 1:12 (8.3%). 4. RAMPS SHALL HAVE LEVEL LANDINGS AT BOTTOM AND TOP OF EACH RAMP. 5. A RAMP RUN SHALL NOT HAVE A RISE GREATER THAN 6".. HARRIS COUNTY NOTE AUTHORIZATION NOTICE ISSUED BY HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT -ENGINEERING DIVISION - PERMIT OFFICE -REQUIRED PRIOR TO CONSTRUCTION OF UTILITIES OR LEFT TURN LANES WITHIN HARRIS COUNTY AND HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHTS -OF -WAY. CONTACT HARRIS COUNTY PERMIT OFFICE (713) 956-3000. 1 No net fill allowed in flood lain. (rovide calculations) 2 No fill allowed in Floodwa . 3 All habitable or insurable areas will have finished floor a minimum of eighteen (18) inches above the base (100-year) flood elevation, twenty-four (24) inches above the base (100- ear) flood elevation if ro ert is located in the 10- ear flood lain. 4 For properties located in the floodway, the bottom of the lowest horizontal member must be elevated ei hteen 18) inches above base 100- ear flood elevation. 5 Construction of critical facilities on land located below the base (100-year) flood elevation in the 500 year flood plain or within the base (100-year) flood plain shall have the lowest floor elevated to three feet or more above the base flood elevation at the site. 6 OWNER OR OWNER'S AGENT to obtain all permits required by Harris County, Texas rior to startin develo ment within Harris Coun and Harris Coun road ri hts-of-wa . Canterpolnt Energy/Electrlc Facllltias (Approved oMy for crossing underground ductilnas, unlasa otherwlsa noted.) Valid at time of review only Data: SBC Approved far underground wnduR facllit(ea only. Signature valid for one year. Date: CentarPoint Energy/Gas Facilities (Gas auvica Iinea era not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 773-207-7777 /T:77 ��I1T'Z�JI���S 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 J` aF � 1 5. j.:A.'..:........................•. / EMMANUEL DE PAU �.............82627.......... ��j�o `,</cENS� `��_ f +� t3�NA� � Huitt-Zoilars Inc. � Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH D1168FNOTE.dwg cEDP BY. OWNER/CLIENT� CITY O'F LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 e , GENERAL NOTES DRAWING SC.^ _E HORIZ: NIA VERT: NIA SHEET NUMBER 43 of 49 FOR REDUCED PLANS urn, r a v; m 0 N c. Z 0 N O g O x (1 �, (1 � rl � n Q � n � � .� ., 1 S2 1 Q 7 n '? 1 7 7 � Z n .t n c HORIZ 0 200 400 800 LEGEND �� PROPOSED HIKE AND BIKE PATHWAY � REV I DESCRIPTION I APP 1 DATE H�ITT=��I���S 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 S�P��' OF • T�,,+I * � � '• k� '.1 EMMANUEI DE PAU .....:......................... 4'. 82627 i [t 1>�crv� 'G bNA� a-' g6 Huitt-Zollars I �� �^ Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_OVRL.dwg EDP OWNERlCLIENT: CITY OF LA PORTS 804 WEST FAIRMONT PARKWAY LA PORTS, TX 775T1 ` (281) 471-5020 FAIRMONT PARKWAY SNARED USE PATH ® A t,_ DRAWING SCALE HORIZ: 1" = 400' VERT: N/A SHEET NUMBER O��F4 FOR RFI�I ICF11 PI ANR L a rn 0 N N U 0 0 0 Q J J PRIVATE UTILITY LINES SHOWN FAIRMONT PARKWAY STA. O'�'OO TO 4'1'OO AT LEAST 48 .HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS .CALL THE LONE STAR NOTIFICATION 7,3-223-4567. Date: Cantarpolnt Energy/Electric Fadlltfea (Approved only for crossing underground ducti(nea, unless otherwise noted.) Valid at time of review only � � i- z Date: SBC Approved for underground conduit tacillttea only. y 27 26 Slgnatura valid for one year. 21.88 21.30 a iS.90 -[FL 24 RCP 15 90 21.88 T 21.56. � \ � ��- Date: CenterPotnt Energy/Gas Facilities (��^)�('� D11-1 21.94 27.48 � (Gas aervica I(nea are not shown) u��U fI�p p p� g 191U5t5 �gppgg�r 22.15 115t5 YYNp II � � 27 `s6. 22.47 _ 4 22.50 21.87 �27.84 I) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 7,3-207-7777 z2.a7 zz.2s � __ ,r - � 2' 94 . 22.46 CONCRETE BARRIER WALL &WALK � `. �-„-�r------------_-�..-��,_,----____._.._.._.... 22a�. 22.50 22.17 --- �\ 22.,q � BENCHMARK __.-;v---- ..__ �. ,- 8 , ;,------ HARRIS COUNTY FLOODPLAIN o f 115 8� ( N REFERENCE MARKS i � 5; I (Data by Harris County Flood Control District) L'�. I 22.0.5: F/NRMONT PARKWAY o �- � 2236 r PROPO�Et'�' 8'�"YIN'DE �2.:a5 i71 �I J 2t 3B ;: (EF:STLGIIItD .ANI RM 020250 N �� i CLEAR SPAN PREFABRICATED �, � PROP. 10' WIDE Floodplain Reference Mark Number020250 is a brass i i zz.ts <2.09 PEDESTRIAN BRIDGE TAPER FI20M CONC. SHARED U$ PATH disk stamped "RM 020250" on bridge abutment at 2z.,o I z2.,p � �2.,4 a � Fairmont Parkway (Westbound) and Willow Spring Bayou 21.9 o 21.72 z2. CRETE BARRIER WALL &WALK 2z.a7 2P A6 I located on the downstream, southeast comer of brid e g -�" KEEP 'TEXAS BEAUTIFUL' SIGN 21.71 aN0 27.39 IRR 710 abutment of westbound lanes, 0.1 mile west of Somerton -.__ p '�--�-�y�--- 20.7 O � FL 24'RCP=16.74 D 21.9p 18.92 2p,p4 EXPOSED TOP OF 6" UTILITY PIP BRIDGE SENT 3.52 2L50 ap 2p,3 (p 20.91 24" SPOT LIGHT $tfeet. O 19i82 O � SANITARY SEWER MH d p 2025 LOCATION UNKNOWN m 19.43 (PIER CAP) _ + SA ARY SEWER MH L ATION UNKNOWN a i.61 zD.7s 2 ° FL `a- "LA POR7E" Elevation 18.91 feet (NAND 1988, 2001 Adjusted) 78�44 196234 g^�a 15.42 15. a hVl ,� 1t8 ONC. HEADER s N � 10 s K 8 m s 8 p, e 79.22 77.24 17.51 yy:•ar 24 RCP=17,25 BRICK SIGN NOTE ,B.2778.1 18.19 �� Q _ 18.3 1+0� ,� - ta.3z + 0 2+00 2+ 17.70 77.76 6" PALM 20.74 20.75 t .50 �,20.67 9.a2 1. SEE SHEET 35 FOR TYPICAL SHARED USE OI7CH BOTTOM 78.55 19.79 ` 7.8p saoT uctrT soLA � PATH CROSS SECTIONS. 18.01 -"-'J -T ,e-.---�- ty �,� s.ta ;� x 78.92 Q xQ3r• a 10� `fix' `� a p,72 ON M SCALE (1"=20') ---ie- � y � DITChI BOTTOM � HDRIz M ";�.�s� o to zo ao 2. CITY OF LA PORTE WILL MAINTAIN BRIDGE. �y N DOF vy ��� o Q`� y a + `� �- 3. PEDESTRIAN BRIDGE INCLUDING L JM /714 P�DB /wed H7�N®RAJG. -''' 8.az . z � FOUNDATION TO BE PROVIDED BY � R.35�,s.6a 1g, yp ,� right of way CONTRACTOR. 19 s' c -uNK FENCE -- --_ - ___ � � e (LINO �-' Z � 4. DESIGN TO BE SIGNED AND SEALED BY zo.59 TAPER FROM 3+50 4 =,41. � � �G � TEXAS PROFESSIONAL ENGINEER. REFER TO SECTION 02890 -PRE-FABRICATED BRIDGE. �� � ^__,_l__�zD.G1 D11-1 ��p°� 10' TO 8' WIDE ,9.6B � �M7��c fr�� pp5pf� �QUatS W®lW Ii 15 9.D7 \ �a � � I"� 2p.75 X2o.o4 M4-11 o [� �� 3.85 PROP. 23 L.F. 10' WIDE CONC. 3.80 � lo' PEDESTRIAN/ BIKE SHARED USE PATH Q EASEMENT ° v "= v � BEGIN STA. 1+16 0 N.C.C.F. _______ o in END STA. 1+39 O. P. R.R. P. H. C. T. � a � EXIST 200' DRAINAGE FEE 99.999 ACRES TO.• H.C.F.C.D. UNIT N0. B112-O0-00 CITY OF PASADENA H.C.C.F. N0. E189514, H.C.D.R. H.C.C.F. No. P023711 (/�I�LO�nI S�1�'�►(aS LSP.i®l� O.P. R.R.P.H.C.T. ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... AR S AN PREF BRICATED ....... ....... ....... ....... ....... ....... Z4 PED STRIAN B IDGE . _� _ _____ EE NOTE ___ __ 4 REV DESCRIPTION APP DATE X/ST CENTE __ _ _ ___ __ IST CENTE AIRMONT P RKWA Y . E GE OF ASP L T (RT) . EDGE OF SPHAL T (RT AIRMONT P RKWAY i ii ji�s ASTBOUND E GE'OF ASPH LT LT � � EDGE OF' SPHAC T tfL T) aSTBouNo , 11'-'111�.111 ZZ -- _ .. .... ...._._.. _ - 22 1500 S. DAIRY ASHFORD, SU ---�..__ _ � _ _ � _ .. -- �- - - - H 077 OUSTON, TEXAS 77 EXISTIN TOP DF 5" TH 1 496-00 �._ GROUN u, ttNO 1;) . N E . sriNc CON RETE H KE _ `""\ 20 TOP OF BANK Wit( y MIN LOW CHORD - 21 5 GR UND AND BIKE PATH AY 20 _-EOFT� �,� - .� �P�... ___ _ +.�.. . 00' YR E _ '19:5' � � * EMMANUEL DE PAU ' s � - - --- �' .� -�_ - -----. _ _---- _ _ _ ��t ��A � _ ^. DlT N BOTTOM. ' . _ �� �� ITCH BOTTO EX/ST. 24 ". CP. Huitt-ZDllars Inc. FUrn Registration ND. F-761 16 - ------ EXIST 24' - RCP. - 16 SURVEYED BY: DRAWN BY: -- ----- -- -- -- HUITT-ZOLLARS JMH . PROJECT NO: DESIGNED BY: . . 2-1 68-01 JMH 14 . '���'� _ . - _____ . 14 CAD DWG FILE: 1168_PLAN_04.dwg CHECKED BY: EDP '� -`�""� '-"--"- OWNER/CUENT: . . ITV OF LA PORTE 804 WEST FAIRMONT PARKWAY A 1 Z A LA PO RTET 71 - - ' 5020 $11.5' - - fl �f.< ' c� J Y� �f h {st�:j I � C � �.1�'.. SHEET TITLE: FAIRM NT PARKWAY PAY LIMI ':j rr s U nip. F� ; Cc n(r�. � st�l. <. �!!% . . 10 _. ._ ; � " �. v� 10 SHARED USE PATH ��:�� �t, ,, ;1te'�r,.Ll ,,;1_� (z, � = s� sotity ,r'K... c�,i' ITTE_.� J}� Gtli'�iiS FAIRMONT PAILKWAY �- a� o�� 8 PLAN ---- � .-_ S TA. 0+00 TO 4+00 DRAWING SCALE SHEET NUMBER 6 s HORIZ: 1" = 20' 0� of 49 FOR REDUCED PLANS FAIRMONT PARKWAY STA. 4+00 TO 12+50 T LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR 45EMENTS CALL THE LONE STAR NOTIFICATON 713-223-4557. Date: a m 0 0 N M N N r 0 CO c- O Q J J 3 e. n a T t/OL. 7089, PG 430 D.R.N. C. T. FAI RMONT PARKWAY STA. 12+50 TO 21 +00 N W � O V/ �a� SCALE (1"=50') HORIZ 0 2s so too SCALE Q"=50') HORIZ 0 25 50 i00 Centerpolnt Energy/Electrtc FacilRtes (Approved only for crossing underground ductlinas, unless otherwise noted.) Vatld at ttme of revtaw only Date: SBC Approved for underground <ondutt tacillttes only. Slgnoture valid for one year. Date: CentarPo(nt Energy/Gas Facilities (Goe sarvtce Imes aro not shown) ITO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL ' CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020250 Floodplain Reference Mark Number 020250 is a brass disk stamped "RM 020250" on bridge abutment at Fairmont Parkway (Westbound) and Willow Spring Bayou located on the downstream, southeast comer of bridge abutment of westbound lanes, 0.1 mile west of Somerton Street. Elevation 18.91 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PRTH CROSS SECTIONS. I�LIITT-Z��1��5 1500 S. DAIRY ASHFORD, SUITE 200 H011STON, TEXAS 77077 (281)496-0066 /ems Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: HUITT-ZOL�PtRS DRAWN BY: JMH PRQIECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG PILE: CHECKED BY: 1168_PLAN_05.dwg EDP CITY OF LA PORTE 804 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (287)477-5020 SHEET TITLE: FAIRMONT PARKWAY SHARED USE PATH a ® e � ,_ STA. 4+00 TO 21 +00 DRAWING SCALE HORIZ:1" = 50' VERT: N/A t.9CI5Ni�tB11� Ic1�:� i • '� � FOR REDUCED PLANS FAIRMONT PARKWAY STA. 21+00 TO 30+00 AT LEAST 48 HOURS BEFORE EASEMENTS CALL THELONE S Data: MATgiUNE FAIRMONT PARKWAY STA. 21+00 SEE SHEET 06 r r a iri 0 N ri N O o; r 0 g O tJ x �,,.� 10' HOUSTON LlGH77NG AND POWER Co. COMPANY EASEMENT P/PELINE EASEMENT H. C. C.F. No. E993875 H. C. C.F. No. E417376 D.P.R. R.P.H. C. T. 0. P.R. R.P.H. C. T. HORIZ 0 25 50 100 SCALE (1`=50') HORIZ 0 25 50 100 Centerpotnt Enargy/Electrtc Fadlltiea (Approved only for crossing underground ductllnas, unless otherwtsa noted.) Valtd at ttme of review only Date: SBC Approvad for underground conduit facllltlas only. Signature valid for one yeor. Data: CenterPotnt Energy/Gas Factiltlea (Gas aeMoa Ifnes are not shown) 'TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL ' CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020250 Floodplain Reference Mark Number 020250 is a brass disk stamped "RM 020250" on bridge abutment at Fairmont Parkway (Westbound) and WiIlowSpring Bayou located on the downstream, southeast Amer of bridge abutment of westbound lanes, 0.1 mile west of Somerton Street. Elevation 18.91 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. NO WORK SHALL BE DONE ON COASTAL WATER AUTHORITY'S (CWA) RIGHT-OF-WAY IN THE ABSENCE OF CWA'S REPRESENTATIVES UNLESS OTHERWISE AUTHORIZED BY CWA. CONTACT JERRY BERRY AT COASTAL WATER AUTHORITY AT 713-658-9020 TO ARRANGE TO HAVE A CWA REPRESENTATIVE PRESENT. rm �IL�ITT-��I1��S 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 ��P�E OF r�s�'+ * � � '•, EMMANUEL DE PAU ............................... Q�. 82627 : o Huitt-ZDllars Inc. Firm Registration No. F-761 SHUIETTYZOLLARS DJMHY� PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1468_PLAN_06.dwg EDP OWNER/CLIENT: CITY OF LA PORTE 804 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 a ® a a i ® � FAIRMONT PARKWAY PLAN STA. 21 +00 TO 38+50 DRAWING SCALE SHEET NUMBER HORIZ:1" = 50' VERT: N/A 8 ^� � FOR REDUCED PLANS FAI RMONT PARKWAY STA. 38+50 TO 47+00 ns L a v 0 N M S t 0 0 0 K r-vvnei ninr-, /e/l� /�/1J//'>AA/V en PCltCe/T rnvr. uvv r�ry �..r. ry �rrv� rvr\ .�wr� rt-nv�m�n f ASPHALT SHARED USE PATH CONC. SHARED USE PATH BEGIN STA 49+35 STA 49+35 ENO STA 50+30 Data: Centeryolnt Energy/Electrlc Facllttles (Approved only for crossing underground ductlinas,unless otherwise notadJ Valid at time of raNaw only Data: 5@C Approved for underground conduR facllttlos only. Signature valid for one ydar. Dote: CenterPolnt Energy/Gas Faclll6ea (Gas eervtcaltnas are not shown) TO ARRANGE FOR LINES TO @E TURNED OFF OR MOVED, CALI. CENTERPOINT AT 713-207-7777 BENCHMARK N HARRIS COUNTY FLOODPLAIN REFERENCE MARKS {Data by Harris County Flood Control District) %L RM 020220 Floodplain Reference Mark NumbeF020220 is a Harris County Flood Control District aluminum disk stamped "B 109 BM 02" on bridge at Fairmont Parkway (Eastbound) and Spring Gully located on croncrete walk on the downstream side at center of bridge of eastbound lanes, 0.5 mile west of Underwood Road. Elevation 23.77 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. NORiz 2. EXCEPT IN THE CASE OF A BONA FIDE o zs so too EMERGENCY, CONTRACTORSHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. ����~I��/ L���I����1�1 V 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 —SOFT ��1 �,�p. ,........�,++ � Gi,•' �*�• *,� N ;.*..;........:.:.:.........:.* / EMMANUEL DE PAU / �.....:.......82627 ............� �l�pN.... � ,r Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG PILE: CHECKED BY: 1168_PLAN_07.dwg EDP SCALE (1"=50') OWNER/CLIENT: HORIZ 0 25 50 - ,DD CITY OF LA PORTE 804 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 � (281) 4715020 W r' SHEET Tm.E: � FAIRMONT PARKWAY �'� � SHARED USE PATH a � FAIRMONT PARKWAY a PLAN. �- STA. 38+50 TO 57+00 DRAWING SCALE SHEET NUMBER HORIZ:1" = 50' ' 08 OF VERT: N/A FOR REDOCED PLANS r o. 0 rii rn 0 N C7 N u 0 N O a J J PRIVATE UTILITY ONES SHOWN CANADA ROAD @ FAI RM O N T PARKWAY AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE .STAR NOTIflCATION 713-223-4567. PEDESTRIAN USE ONLY Data: Centerpotnt Energy/Electrlc Facllltias WIDE (Approved only for crossing underground ductlinas, unless otharwtae noted.) Valid at tlma of reNew only PROP. 50 L.F. 10' ASPHALT SIDEWAU< R5-3 Date: FAIRMONT P WAY PROP. SAFETY b� 24" STRIPE Sgna�ror valdffor one roarnd conduit facNtlea only. SEE SHEET OS END TREATMENT » 25 L.F. 4 STRIPE (W) (SLD) w3 D11-1 I a'� °i � .. o � MM rr�"� � IMI OD � QO W d�C��(��L�� c (W) (`��) N w � ' ;w` � w » � 12 `STRIPE � o � � ' PROP. 52 L.F. 6 WIDE Date: CentarPolnt Energy/Gas Fac(Ittlas (Gda eerNae Ilnea ara not shown) BEGIN STA. 49+10.42 � n � � N ri PROP. 93 L.F. 6' WIDE ASP LT SIDEWALK W) (S�) I' � N CONC. SIDEWALK W/ 5 L.F. 4» STRIPE (W) (SLD) „ Qpo � � � I � � a '� � � A a DETECTABLE WARNING TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK A I �Ix� �®� � ' W � � � � � A N � STRIP (TYP) A R � `�� � N � v N � 6' � N °° N —o .--_� � N HARRIS COUNTY FLOODPLAIN REFERENCE MARKS 25 L.F. 4 , : � � �( `� � '° N (Data by Harzis County Flood Control District) STRIPE (W) (SLD) STA, 49+47.42 �� '. ' , ' . � � -- � 2 w N � N b�''$TOP" S1 N � za.oa I ti RM 020220 �� �" BEGIN 0/S 9.0 L , � � ' �� � f j .:'J .. � � � j° � � � � � � i° INLET Flood�ain Reference Mark Number 020220 is a parzis "B D11-1 _ . ... `�:�... ,,...�.. N N G NN Coun Flood Control District aluminumdisk stam ed w ,� .• • , �7� p� R7 „ N , _. 12 STRIPE � N � N N N o � NN "n 109 BM 02" on bridge at Fairmont Parkway (Eastbound) and Spring Gully located on concrete walk on the QQp � �: J�pU D11-1 � 0 � (W) ($LD), N � N N V CONCRETE PAVEMENT downstream side at center of bridge of eastbound lanes, ' ��� �®�� �� � � � PROP. 54 L.F. ���. � `° � 0.5 mile west of Underwood Road. . , Q� ii ' � � L�1 M7-2G 10' .;WIDE CQNC. 12'� ISTRIPE � Q Elevation 23.77 feet {NAND 1988, 2001 Adjusted) J � � 5 L.F. SIDEWALK (W) (S�) 24" STRIPE � o Q W M7-2G � » 4 STRIPE ( A N N � (W) (`) � NOTE a to N � » 25 L.F. 4 STRIPE (W) (SLD) ; , ' ' (W) (SLD) � � W � N � PREP 2 � X 18" � , A � � �`�� "" Q � � 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. o BEGIN STA. 49+59.42 ( � h � o RC�' N U VERT >A^ � � z $ SGALE (,•=20•> wa 41 ri .� ; �,`� � � � � I � O Z a � LAn S. NN Q U HORIZ O �o z0 ao 2• EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY O> q � � � � � 12 STRIPS Wu �'�' to PRO SAFETY � ww �., EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING 925-3890 AT LEAST I � � � � END EATMENT " �� (281) !� ` � IS FORTY-EIGHT HOURS IN ADVANCE-0F ' ^ � m � � INITIATING ANY ACTIVITIES WITHIN THE � ;' `"� In R! HT DF WAY N N N � Nw Nw �� CORRIDORS, AND SHALL GIVE EMPCO THE PROP. 1 O WIDE � � � e w � � mg �� �� OPPORTUNITY TO HAVE A REPRESENTATIVE ASPHALT SHARED � � � N o � N � -� PRESENT. USE PATH � 14' U � 2 g � � N Z 3. SIGNALIZED INTERSECTION � 9' Q � U � � } � 3 � � } p � =O N 4. PEDESTRIAN LIGHTS ARE PROPOSED AS � i �.. pp � � � � Y N �' `" �( u, SHOWN. REFER TOSHEETS ## FOR SIGNAL NOTIFICATIONS. 10' SHARED USE � 4' � -- _ 1— �� _ N n, PATH EASEMENT z � Q�� w 4` a � m Q Q� � a � „ w N H.C.C.F. _______ O.P.R.R.P.H. C. T. o + � � � � PROP. 52 L.F. 6' WIDE �' � 250' ROW � II N �� CONC. SIDEWALK � a, ,. u Q W � W N — FAIRMONT PARKWAY � _ SEE SHEET 08 32 32 __ _ _ ___ �_ _._ REV DESCRIPTION APP DATE .................. _ _—_ � _.__ _ ___ � ��_ HLIITT-L�.���5 30 30 1500 S. DAIRY ASHFORD, SUITE 200 _ —_._ _ �__. __... �.. ________ _ _ __.___— _ _— �— -- HOUSTON, TEXAS 77077 Z8 _ _ _ _..- � i _ _ 28 v ���������il c''`P,� A Tn Dt+1 ---_ .. _ - __ ,r CG�V,�-Y� � � * �• * �, . EMMANUEI DE PAU 26 �� .. .. ,��j�o �CENS��`�"-� tttj�bNAL E .. 11\� � �� �� Huitt-Zollars Inc. Z4 . _ ..... 24 Firm Registration No. F-761 SURVEYED BV' DRAWN BY' �� ^�� A/RMONT PR P. ASPHA T PAR W war..... PR CONC.. �` ��� � --- HUITf-ZOLLARS JMH SID WALK N I PROJECT NO: DESIGNED BY: E STING EL=2 .Sl rARKW�A�SY EASTBOUND 02-1168-01 JMH PR R. CONC.. ��� . . �---- CAD DWG FILE: CHECKED BY: 22 IDEWALK. Za 1168 PLAN 08 dwg _ _ , EDP � "i�' —.... —__— T�__ -_-.._. ERJCLIE i V��L�G . CITY OF LA PORTE PROP: A $I HALT WAUC . x XISTING , GRO ND . 804 AY KW 20 �� LA PO R)T 71-5020 � _ _ .. --- ( 281 4 . ... . . PROP. GR UND .. . ....... ....... ....... --- ... . . .. ___ ....... . .. _— ....... . ._ ---- -- --- ---- -- EET FAIRM NT PARKWAY 18 .� 18 SHADED USE PATH - _.� P F: 2=ts __ _ ___ _ _.�_ - ...... ....... ....... ....... ....... ....... ....RCP CULVERT 1 � EXIS .30." RCP . 1'6 FAIRMONT PARKWAY . . PLAN .SEC ION - .... .. .... DRAW NG 14 i 4 HORIZ:1" = 20' O� OF �� VERT: 1" - 2' FOR REDUCED PLANS FAIRMONT PARKWAY STA. 57+00 TO 63+50 AT LEAST 48 HOURS Doto: -1 L O L 1/Ll�ill] 0 PROP 6 L.F. CONC WINGWALL O FAIRMONT PARKWAY a ASPHALT' PAVEMENT - x23�21 PROP.. END 250 L.F. (EAST BOUND) o N METAL BEAM GUARD FENCE 23.D STA. `59+57.38, 0/S 5.86, L �_ PROP. 250 L.F. METAL BEAM GUARD FENCE SEE SHEET 36 FOR DETAILS DITCH BOTTOM -RIGFIT"OF WAY PROPOSED L.F. 10' WIDE CONC. SH USE PATH B GINS 59+04 END STA. 63 4" STRIPE (Y) (SLD) J 18.85 78.64 ,��n i-a00-537-5200 REMOVE EXIST.7 ` WIRE FEN � (WIDTH OF PA � 9 ' 2 "?• � PARCEL 2 - BA YPORT PIPELINE PROP. EN�x`� "' ^ ____ STA:Ex5a:3+ ��. - �- 8 CORRIDOR 10 - SEGMENT 1 H. C. C.F. No. R930138 20.05 "BUCKEYE"- .�20. 5'-- x 866-285-4756 N n O.P. R.R. P.H.C.T. 20 5 -._ a "ExxoN" D _ 4 STRIPE (W) (S 6 N o �i � W�� ------------- � -�-- --- 3 � � 00 57+50,- 58 00 v FFF �- - ol a � PROP. BEGIN STRIPING 1 STA. 58+12.87 �I Z�Z Q 10' SHARED USE PA TH EASEMENT 4" STRIPE a H. C. C.F.------- 4" O.P. R.R.P.H. C. T. EXIST 236 ACRES REGIONAL DETENTION POND H. C.F. C.D. NO. 8509-03-00 H. C. C.F. NO. X202178 H. C.D.R. 50' � / `-10' WIDE � J// SH/�RED CLEARANCE USE PATH TYPICAL CLEARANCE SECTION SCALE: N15 PROP. BEGIN 150 L.F. GUARDRAIL STA. 59+62.29, 0/S 5.17, L PROP. 150 L.F. GUARDRAIL ®7'-2" O.C. MAX RE: COMBINATION RAIL DETAILS ON 21.aJ SHEET 39 FOR DETAILS. zt 7.7.Jt 27.68 z z4.as scALE (1:20) HORIZ 0 70 20 40 �. 2 .32 __ - ...__. ��®x. 23.0�-------�-_"" . 3. ------- ., � � OG.: � PROP.@ BEGIN STRIPING c �+'r' �� " CON ETE � ��[� 14�e SIDEWALK CONCRETED (A OU Ily1F � CONCRETE 23.37 STA. V0+89.10 23.28 x ASPHALT'pAVEMCN7 �V_� u�t �1 APPR ACH + - E � �IDT/-1 +oAPPROACN `SECTION THROUGH 3A8 23?i ' RAILPOST/39 (TYP) � °' PROP. END 150 3.,, �-STA. 60+97.98, L.F. GUARDRAIL -0/�;.,�0. 7, L _ ____ _ __ 23.2 ;.\ 6Q QQ CONCRETE BARRI & WALK W/CURD 6Q+50 ^ � `. „�►. [�, - - - z1s o 2727 38 '� GUARDRAIL a z1.37 1,1 R12' y 27• 2,.52 MATCHB� �C,F SIDEWA � s o.C. 4 STRIPE \ GRADE WIDTH tv� !cl n� , ;OP. END STRI 'A. 59+47.50 (SLD) x2o. t 1 ALUMINUM pISK REFEREN RM 020220 - ELEV. 23.; � � I STAMPING: @ 109 BM 02 � - � ' o _____ __ 2°6 SLO � FL 30 CMP-06.44 5.39 � 30" G M.P. �� � /� 1 ENCE 7.02 I' OVE �XIST. ROP. 50 L.F. 1 WIDE , WIRE NCE �� 30 - HAR PA WI ( TH OF �ATH) C axxon y A: -59+9 �� - - ' - - a o ___ _ ��-�-� axxon _ _ ---�--� l?ATH_ EASE --- h°aka �+"y�E�EF_- . -D USE P� -_ i--Z7P:'R.RP'fi-e-F..2o.37 R G EASEMENT axxon H. C. C.F. ___-- _ O.P. R.R.P. H. C. T. T I p-^� N STRIPI G 7I of STA. 61 +81. 4 - -----�----- t'------t�------ � BEGIN 25 L.F. � ( � 10' WIDE ONC. 20.85 m SHARED USE ATH E D 824 LF. 10' DIVIDE � 779 BEGIN STA. 6 2-P=33 C NC. SHARED USA PATH S 58+54 10' SHARED US R1 PA TH EASEMENT 7.&1 I H. C. C.F. ---- -- O. P. R. R. P.H. C. T. � � EL .5 � � � � REMO EXIST. 0 WIR FENCE (WIDTH 0 PATH) E.FP93 85' DRAINAGEI FEE EXIST 85' ORA/NAGS FEE H.C.F.C.D. UNIT NO. B10 -00-00 7s4 H.C.F.C. UNIT NO. B109-00-00 H. C. C.F. NO. ✓818873, �-l. C.D.R. H. C. C. F.I NO. K529267, H. C.D.R. UTLIMATE 170' OR INAGE EASEMENT I I 2' P ED 59 L.F. 10' WIDE ONC. HARED USE PATH �-- 4" S E BEGIN STA. 60+83 (S�) END STA. 61+42 >atzoz ta.a3 _ *18.33 DITCH BOTTOM RIGHT OF WA Y =---.ze.Ds-l--- ______. � � �. 2 .,B I STA. 61+43.52 19,82 20.73 �� � - � PROP. 51 L.F. 10' WIDE 50' EXXON PIPEL/NE Co. " EASEMENT T: 61+ s.o1 ASPHAL SHARED USE xRf12TH H. C. C. F. No. E087645 2D.83 '� 61+42 O.P.R.R.P.H.C. T. zo.s ;' _ :. -zDT 1+93 .�RLGIjT OF W--,4YiVo. 2 �. ` 20.54 -' - '�' r �- � - -' - - M nnr 20.54 55 I-�'---1.:-20..-MAX-���rr-� 0.57� P 'M ' 2 .6 , _ _ _ _ _ _ _ .�._______ 2D.35 2 5 ( PROP. END STRIPING 2 -�- --- STA_62+49.88 -- -- -- � E"7ER POL 4" S (rC 96 � } I\ 2 (O � � �,�) v F � Z O .O OAK v 6�K N 6" OAt� ^ � !� O to ' � W V� z } 1.0562 0 _ 63+00 �--�- � W °U _ 63' �<4J Z' 5% MAX SLOPE 4 W (:.� EL=21.4 25.32E 23.864 � 2 � yWy� OAK 30 � Q (� 4" TRIPE (W) (SLD) b � g �- X i 21.zi '�___--k-- �N � � S" OAK 21.20 6" OAK " r� - - - - - - - - - - - - - - - ,.I rlTr/77�ir� rr7rr-iriiriirfiri?i5-rib-i-rrm-�.� Ili I/, ONE-STORY BRICK DUILDING 4i h �// I � � �I 4i Z �o�l oV� � � RESTRICTED RESERVE 'B" REPEAT BA YPORT NORTH INDUSTRIAL PARK PARTIAL REPEAT No. 1 f FILM CODE No. 516298 M.R.H. C. T. I Pi !V� } I �..> vrh�c,cls� �;,r :z^rs � mPi-�� .3 +1/�tr I Est H� ..� SI zV ii�,l�i tir J'Li ) (L) Yc S \i_; Centerpolnt Energy/Etectric Facllitlae (Aqppproved only far crowing underground ductlfnes, unless otherwise noted.) Vdild at ttma of review only Date: S8C Approved for underground conduit fadllttes only. Signature valid for ono year. Data: CenterPoint Enargy/Goa Facllitlea (Gae aerWca Iinea ara not shown) TO ARRANGE FOR LINES 70 BE TURNED OFF OR MOVED, CALI. CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood ConVol District) RM 020220 FlOodplain Reference Mark Number 020220 is a Harris County Flood Control District aluminum disk stamped "B 109 BM 02" on bridge at Fairmont Parkway (Eastbound) and Spring Gully located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.5 mile west of Underwood Road. Elevation 23.77 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. �ILIITT-��I�°�RS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 Iry OF jc,ii� k. •:........ /�V ..:. i EMMANUEL DE PAU 82627 ��•• �O '• �/ �� 4'`c�c�': LENS _.c __ ,__ t�� �� Huitt-Zoilars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BV: HUII?-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH 1168fPLAN_09.dwg DEDPBY. OWNERlCLIENT: CITY OF LA PORTS 604 WEST FAIRMONT PARKWAY LJ1 PORTS, TX 77571 (281)471-5020 FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA. 57+00 TO 63+50 DRAWING SCALE SHEET NUMBER HORIZ:1" = 20' � O OF VERT: NIA 3 FOR REDUCED PLANS 3 FAIRMONT PARKWAY STA. 63+50 TO 73+00 to BEFORE EXCAVATING IN STREET a N IfJ O O N N u USE PATH sYJ rJ �l HORIZ 0 25 50 100 Data: Cantarpoint Energy/ElecWc FacIIltlae (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilitlas only. Slgnotura valid for one year. Data: CenterPoint Energy/Gas Facilities (Gas aeMca Iinea are not shown) ITO ARRANGE FOR LINES TO 6E TURNED OFF OR MOVED, CALL CENTERPOINT AT713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020220 Floodplain Reference Mark Number 020220 is a Harris County Flood Control District aluminum disk stamped "B 109 BM-02" on bridgeat Fairmont Parkway (Eastbound) and Spring Gully located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.5 mile west of Underwood Road. Elevation 23.77 feet (NAND 1988, 2001 Adjusted) I� �3^5� � t I NOT PATH CROSS SECTIONS. tz• smi (w)(sLD)(Tw) 1. SEE SHEET 35 FOR TYPICAL SHARED USE 8.0 BOLLARO 6.0 BOLLARD � � ► � � \ i it � f 50' LA SCAPE EASE NT 10' 50' XXON � o � PIPE . , .:::::'--;.:T.;`� EASEMENT � (:�:`.:::...�.., ::.. ,::'':I 8' � V � �10' WIDE � SH�IRED CLEARANCE USE PATH a:a► 1®i .- SCALE (1•=50') HORIZ O 25 50 100 I�LiITT=��L���S 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 S�P� OF T'� �I *� t � f ............................... EMMANUEL DE PAU ............................... q 82627 Y �'• ro,2: <iCENs��C�: !. .c�:r......• �. Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BV: 1168_PLAN_10.dwg EDP CITY OF LA PORTS 804 WEST FAIRMONT PARKWAY It.A PORTS, TX 77571 (281)4T1-5020 FAIRMOWT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA. 63+50 TO 83+50 DRAWING SCALE SHEET NUMBER HORIZ: 1" = 50' VERT: N/A 11 �F 49 FAI RMONT PARKWAY STA. 83+00 TO 92+50 BEFORE EXCAVATING IN LONE STAR NOTIEiCATI Date: a N l!) O O N M N U O N O g O x CONC. 511RRED USE PATH a N � FAIRMONT PARKWAY STA. 92+50 TO 101+50 N A u� s „B» 4L PARK ll 094 HORIZ 0 25 50 100 50' � �10' WIDE I SH�IRED CLEARANCE USE PATH �1' a:►1► B®� HORIZ 0 25 50 100 Centerpofnt Energy/ElectNc Fac1lltles (Approved only fior crossing underground ductlines, unless otherwise noted.) Valid attlme of review only Date: SBC Approved far underground conduit facdltles only. Signoture valid for one year. Date: CanterPolnt Energy/Gca Fadlitles (Gas aervlca Ifnea are not shown) 'TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL ' CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020220 Floodplain Reference Mark Number 020220 is a Harris County Flood Control District aluminum.disk stamped "B 109 BM 02" on bridge at Fairmont Parkway (Eastbound) and Spring Gully located orr concrete walk on the downstream side at center of bridge of eastbound lanes, 0.5 mile west of Underwood Road. Elevation 23.77 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. CONTRACTOR TO COORDINATE WITH THE PARKS DIRECTOR OF THE CITY OF LA PORTE TO ADJUST SHARED USE PATH AS NECESSARY TO PRESERVE TREES DEEMED VALUABLE TO THE CITY. MINIMUM RADIUS 35' FOR CURVES. UNLESS OTHERWISE DIRECTED BY ENGINEER. I�LIIIT-ZA�S 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 ��P�(E OF �'"YS'+1 *;� � '� t� '.� ............................... EMMANUEL DE PAU 9,�. 82627 ; k ...ate �� Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BV: 02-1168-01 JMH CAD DWG FILE:CHECKED BY: 1168_PLAN_11.dwg EDP CITY OF LA PORTE 804 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 FAIRMONT PARKWAY SHAREfl USE PATM r e Ci STA. 83+00 TO 101 +50 DRAWING SCALE HORIZ:1" = 50' VERT: N/A SHEET NUMBER 12 �F 49 FOR REDUCED PLANS FAI RMONT PARKWAY STA. 101 +50 TO 111 +50 EXCAVATING IN STREET R.O.W. OR STAR NOTIFICATION 713-223-4567. PROP. 10' WIDE CONC. SHARED USE PATH SEE BOLLARD DE".,..� MALONE DR W N W � � � FAI RMONT PARKWAY STA. 111 +50 TO 121 +50 SCALE (i"=50') HORIZ o z6 so foo �_ M W �'� r a� � 50' LA SCAPE EASE NT a 10' �' 50' XXON I o PIPE >--.. °.:�;.:T;`� EASEMENT �:<'' ,.';.�`�<`.;`..:;� 8' V N � / �-10' � WIDE i �// SHARED CLEARANCE USE PATH SCALE (1`=50') HORIZ 0 25 50 100 Data: Centarpolnt Enargy/Electrtc Facilities (Approved only for crossing underground ductl(nes, unless otherwise noted.) Valid at ttme of review only Data: SBC Approvod for underground conduit facilltlea only. Signature valid for one year. Data: CenterPoint Energy/Gas Facllttles (Gas eerWce Imes are not shown) TO ARRANGE FOR LINES TORE NRNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020170 Floodplain Reference Mark Number 020170 is a Harcis County Flood Control District aluminum disk stamped "B 106 BM 02" on bridge at Fairmont Parkway (Eastbound) and Bid Island Slough located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.65 mile west of Underwood Road. Elevation 21.25 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. CONTRACTOR TO COORDINATE WITH THE PARKS DIRECTOR OF THE CITY OF LA PORTE TO ADJUST SHARED USE PATH AS NECESSARY TO PRESERVE TREES DEEMED VALUABLE TO THE CITY. MINIMUM RADIUS 35' FOR CURVES UNLESS OTHERWISE DIRECTED BY ENGINEER. DATE I-- ILIITT=��I�A�S 1500 S. DAIRY ASHFORD, .SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 I * : � �•.. r: :« ...............:................ EMMANUEL DE PAU o'•. 82627 ; a `�a� � Huitt-Zollars Inc. Firm Reglstratlon No. F-761 SURVEYED BV: HUITf-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED 8Y: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1468_PLAN_12.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 FAIRMONT PARKWAY SHARED USE PATH ® � � e STA. 10� +50 TO 121 +50 DRAWING SCALE SHEET NUMBER HORIZ: 1" = 50' � � OF VERT: NIA 1 FOR REDUCED PLANS FAIRMONT PARKWAY STA. 121+50 TO 127+50 AT LEAST 48 HOURS BEFORE EXCAVATING IN EASEMENTS CALL THE LONE STAR NOTIFICATIi a N ui 0 N M N U u 0 N 0 it g O N x BW1-1L 0 0 PROP. BEGIN 150 L.F. GUARDRAIL STA. 123+31.03, 0/S 5.26, L PROP CONC WINGWALL 4" STRIPE (W) (SLD) BEGIN STA. 123+25.70, 0 5.67, L 20.8 21.04 A. 123+31.03, 0 5.26, L 20.53TC _ 20. 27, 20 20.02 r`"` 20. 6G- 0. �; CbNCBE7E BARRIER &CURB � ,- � 4 0.52G � 20 PROP.. 150 L.F. GUARDRAIL ®T-2" O.C. MAX °� "°° �"'RE: COMBINATION RAIL DETAILS ON 20.27 V CON TE 20.56 � .'�.L� •{ �"��"��� cc/�p � � C ETE 2 'x PROP.: �I+�D 250 L.F. APP MCH CONiypit�sE UtJ.718tr01'u�I�aNQ�TAIL$• AP MOACH METAL BEAM GUARD FENCE � SECTION THROUGH 2D.DS TA 123+26.21, /S 6.OQ L a 20.3 O.eJG 20.36 RAILFDST 39 (TYP) 20.52G �20,g1 20 GUARD 19,92 20.97 0.88123+,rjQ. 124+Q@ICRETE�BARRIER k WALK /CURB `� 124+50 � � _ �-� 125+r) _ 79.76 �.� .j$,b RAIL x°----°- ... 27si7 I9.52�_... r+-�-�`� • , SAP RE I 78.2fi 15.38 TOP Of 15.66 METAL BE MnA� 79/2 R12 20. 19 BRIDGE BENEXI J�6GUAR0 AdL G,87 0 SEE SHE'_ E 1� 36 FOR ETAILS ,8.56 .23 SgLAR ROP. E ST,,RpIPIN®ER CAP) ®7=s" o.C. 73, e 79.07 ON MTL. PO TA• 12 28.48 MONITORING � - EARLY WAR G EgUIPTMEN7 ALUMINUM BISK REFERENCE MARKER 74.67 f4.5955 78.63 SYSTEM-HARRIS BOX RM 020170 - EtEV. 21.25'(27,25') p 4 COUNTY" SIGN STAMPING: B 706 BM 02 S 1 .54 7�� -_- 15.3� IGN 75.36 15,05 4" S: IP 3�Y) LD) �,� � PROP. 60 L.F. 10''WIDE o ti CONC. SHARED USE PATk� � � tGIV 75.74 ^� BEGIN STA. 122+68 � PROP. 64 L.F �� WIDE 7 .-_.,� ,6.t2 �5. R30 'I END STA. 123+ � CONC. SHARED SE PATH 16.47 R GHT OF WAY � ,7, � �°B _____ I BEGIN STA. 125+04 2 �H72338 .a --�- _ _ -END-S-T_ 5+68 -- - "?"� N � f �� ____ _____ x-0.9J r�. ;all--- --- a a - P: BEG - s�al� --- ---pRO 'I-Giem :' 5 ' EX ON ELINE Co. EASEMENT 9' 122�7_ exxon --- -� i .�-P z. - --- �'� exxon �'fC exxon equ r I• -' n 1GCCJJ --- r . ��� _ - "'� a -N . e9u star - - - P-RO = � . >.� equ s ar - -- `"� egwsfar - � GIN STA. 122+17 -PA -D.42 PROP. END STRIPING 4' � ,7,,4 � STA. 122+68buak -,., bu_ eye - --- STA.._ buc ;•, . -- �'� �: - - - - k - 10 SHARED EPA TH . F:: _-_ ___ __ - -- an• i eAinc�q�'€-E RE-Q --- --- --- FILM CODE No. 625094 ASEMENT H. C. C. F ____ __ M.R.H. C. T. C. C.F. O. P.R. R H. C. T. ------ 12.60 SIGN - E%%0 .Y7 .'Ip. EMARKER •RR. A�.T 1.85 st C3 -p � I •+ _! M SIN - NO THE A "�' - - � 7.48 14.00 18. 2 CV ,B.,2-�- OP. EN f8 L.F. 10 WI E W W ta.o3 + B NC. SHA ED PATH = POP. BEGIN 16 1 L.F. 1 Qfi- D I W � � � to Z T: 1 U H NTt iFt G ,6.5� A. 122+1 .50 CONC. SHARED USE ATH o ,o,BD o p STA. 126 18 �' N 12' EMO� EX TING I � � � �0 0 �EMOVE EXISTI G � � ATE/FENCI G ` Z � I GATE/FENCIN f 8.97 8.54 p 4 STRI E (Y) SLD) � o � O. �i fn M f. 10' SHARE USE PATH N m 10' SHARED USE PATH W_ W W 4 STRIPE EASEMENT C! EA MENT N p (W) (S�) H. C. C.F. -- ---- \ � m H. C C. F.------- � � O.P R.R. P.H. C. T. -- Z - O.P.R.R.P.H.� T. m 16.93 a \ p 4" STRIPE (Y) (S )- �" W 3.26 4.91 8.99 U � zo 4" STRIPE (W) (SLD aF at 10' SHARED USE PA TH V � •� EASEMENT � H.C.C.F. _ __ W � 5.13 �7.56 O.P.R.R.P.H.C. T. V� o x ts.as ,o.z7 PROP. BEGIN STRIPING o. 2q.29 STA. 121 +60.46 ) t � RESTRICTED RESERVE 'C" BAYPORT NORTH /NDUSTR/AL PARK 11 FILM CODE No. 625094 M.R.H. C. T. EXIST 230' ORA) AGE FE !C.F.C.D. UNIT NO. 106-01 H. C. C.F. NO. 0239 QQ H. C. z.7s 50' SCALE (1"=20') HORIZ o to zo ao PROP. END 150 L.F. GUARDRAIL ST . 125+20.63, 0/S 10.79, L i-----____��s__-.-..._x za,o '�d,: `.. o= �- 20.56 ASPHALT PAVEMENT O x FAIRMONT PARKWAY �. PROP.' BEGIN STRIPING � STA 1 +2096 � „2D�3, _� N pi9.73 2� 4" STRI (Y) (SLD) `"TRAFFIC SIGNAL AHEAD" SIGN FL 30 RCP=74,74 PT:1O 7sz n.es n.as 55 14. 77,54 74.14 16.93 ,7., "?"SIGN�+777�4 7.82 - NO A ING NO >s1rtANG 25' R30' i x , 9.37 10' SHARED USE PATH EASEMENT C.C.F. _______ .P.R.R.P.H. C. T. x 20.09 6.93 r 14.7 DITCH RIGHT OF WA Y zD.s6 x zo.a2 , 6.79 f 4.88 _�76as P-RO�BBI:ND STRIPING STA:ht��5+65.43,.74 i8.30 �"`^� 50' EXXON PIPELINE Co. EASEMENT PIpEUNE LOCATIONS H. C. C.F. No. E087645 bucko UNKNOWN O.P. R. R.P. H. C. T. -_ (R/GHT OF WA Y No. 2) BEGIN STRIPING 126+20.25 50' EXXON PIPELINE COMPANY EASEMENT (PARCEL 1 TRACT 4) H. C. C.F. No. T671027, 0. P. R.R. P.H. C. T. (MUST CROSS A T 30' OR GREATER) � � v w O w � .- Z tip D 12, �`� �a� H PROP. END STRIPING STA. 127+t5.21 at •c '� 49.366 ACRES TO: NOTSUGH DEVELOPMENT CORPORATION a�i H. C. C.F. No. 20080480467 o O.P. R.R.P. H. C. T. 4 , ;� r.�is cc ,I,n�� a � >� I ,� �ISI�Li HP3'1" n � ,. -u��,�� �,� � �r v^�. 'S UtJ {�)'��%'�� (\il 1.: ,I fr '�vThci'v Date: Cantarpolnt Enwgy/Electrlc Facilltlea (Approved only Qor woaeing underground ductl(nea, unless otherwise noted,) Valid at time of review only Data: SBC Approved tar undwground conduct facllltlas only. Signature wild for one year. Date: CenterPo(nt Energy/Gas Facilities (Gas eaMce Ilnes are not shown) TO ARRANGE FOR LINES TORE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020170 Floodplain Reference Mark Number 020170 isa Harris County Flood Control District aluminum disk stamped "B 106 BM 02" on bridge at Fairmont Parkway (Eastbound) and Bid Island Slough located omconcrete walk on the downstream side at center of bridge of eastbound lanes, 0.65 mile west of Underwood Road. Elevation 21.25 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. EXCEPT IN THE CASE OFA BONA FIDE EMERGENCY, CONTRACTOR SHALL. NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. 3. CONTRACTOR TO COORDINATE WITH THE PARKS DIRECTOR OF THE CITY OF LA PORTS TO ADJUST SHARED USE PATH AS NECESSARY TO PRESERVE TREES DEEMED VALUABLE TO THE CITY. MINIMUM RADIUS 35' FOR CURVES UNLESS OTHERWISE DIRECTED BY ENGINEER. I-I�II1T- 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 �P�E OF T�`�1� / *: *�/ / EMMANUEL DE PAU / �.............82627 ............� ,��..� Q. �+o •:IiCENS�.• ��.: '+ ��,bNA� �G`� <<�....� t �� Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG PILE: CHECKED BY: 1468_PLAN_13.dwg EDP OWNER/CLIENT: CITY OF LA PORTS 804 WEST FAIRMONT PARKWAY LA PORTS, TX 77571 (287j 471-5020 FAIRMONT PARKWAY SNARED USE PATH fA1RMONT PARKWAY PLAN STA. 121 +50 TO 127+50 DRAWING SCALE SHEET NUMBER HORIZ:1" = 20' � � QF VERT: N/A FOR REDUCED PLANS FAIRMONT PARKWAY STA. 127+50 TO 138+50 AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4587. Data: N r t o_ M N O) O N rS N O 0 N O g J x � � � ' � � � � i � � ' � i 1 . _ _. .. .. .__ ___ ..... rRVr. 1 VJ G.f. 1 V �tIVG nJr r7nG 1 JFInI�GV VJG rn Irl ' '"" """� ""' """' <} v) EASEMENT BEGIN STA. 142+26 M R H c. r. m z Hc.c.F _______ END STA. 143+31 USE PATH O. P. R. R.P. H. C. T. SCALE (t"=50') HORIZ Q 0 25 50 100 SCALE (t'=50') HORIZ 0 25 50 100 Canterpoint Energy/Electric Facllltiea (Approved only for crossing undmground ductllnas, unless otherwise noted.) Valid at ttme of review only Data: SBC Approved for underground conduct facilities only. Signature valid fm one year. Data: CenterPoint Energy/Gee Facllitlea (Gas aeMce Ilnes are not shown) 'TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL ' CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020170 Floodplain Reference Mark Number 020170 is a Hams County Flood Control District aluminum disk stamped "B 106 BM 02" on bridge at Fairmont Parkway (Eastbound) and Bid Island Slough located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.65 mile west of Underwood Road. Elevation 21.25 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE;EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. DATE H�IITT-Z�L���S 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 .. S�P� OFT u'�!I % *:� /*: � �'.i / EMMANUEL DE PAU �.....:.......826 27 .......... ++I.��ry� � ., � ® Huitt-Zollars Inc. Firm RegisVation No. F-767 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_14.dwg EDP OWNER/CLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY I � �I�1:1 STA. 127+50 TO 149+80 DRAWING SCALE SHEET NUMBER HORIZ: 1" = 50' � � OF VERT: N!A FOR REDUCED PLANS FAIRMONT PARKWAY 149+80 TO 161+30 BEFORE EXCAVATING IN STREET R.O.W. OR LONE STAR NOTIFICATION 713-223-4567. Date: r „ n ra 7 � , )R e 7 s , t a N O) O N M N � e s� � 0 I` : i s s� N r V7 �� ��� a� ZH O f!: ' SCALE (1"=50') JIORIZ 0 25 50 100 Centerpo(nt Energy/Electrfc Facllitles (Approved oNy for crossing underground ductllnas, unless otherwise noted.) Volid at time of review only Date: SBC Approved for underground conduit facllitles only. Signature valid for one year. Dote: CanterPalnt Energy/Gas Facllittes (Gee eerv(ce Iinea aro not shown) 'TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL I CENTERPOINT AT 773-207-777T BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Fldod Control District) RM 020170 Floodplain Reference Mark Number 020170 is a Harris County Flood Control District aluminum disk stamped "B 106 BM 02" on bridge at Fairmont Parkway (Eastbound) and Bid Island Slough located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.65 mile west of Underwood Road. Elevation 21.25 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. APPI DATE �I�IITT-Z�LL�RS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 . ��P��jonf�r�,++l EMMANUEL DE PAU Huitt-Zollars Inc. Firm Registration No. F-761 SHUIETTYZOLLARS DJMHY PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_15.dwg EDP 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 ® { { ° ® ` ®.. d � { { p { ® is STA. 149+80 TO 172+30 DRAWING SCALE SHEET NUMBER HORIZ:1" = 50' � � OF VERT: N!A FOR REDUCED PLANS FAI RMONT PARKWAY STA. 1 ?2+30 TO 183+80 AT LEAST 48 Date: N ,= L a N iii O O N c"1 N U O. P.R.R.P.H. C. T. FAIRMONT PARKWAY STA. 183+80 TO 194+80 SCALE (t"=50') HOR12 0 25 50 700 SCALE (i"=50') HORIZ 0 25 50 700 Centarpoint Enargy/Electric Facilitlea (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of reWew only Date: SBC Approved for underground conduit fadiities only. Signature valid for one year. Dote: CanterPoiM Energy/Gas Facilitlas (Gae seMce Iinea ara not shown) ITO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020170 Floodplain Reference Mark Number 020170 is a Hams County Flood Control District aluminum disk stamped "B 106 BM 02" on bridge at Fairmont Parkway {Eastbound) and Bid Island Slough located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.65 mile west of Underwood Road. Elevation 21.25 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. EXCEPT IN THE CASEAF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. I�L�ITT-��.��F�S 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 Firm Registration No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BY: 0 o cF68-01 cHMEoaY: 1168_PLAN_16.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 SHEET Tn1E: FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA. 172+30 TO 194+80 DRAWING SCALE SHEET NUMBER HORIZ:1" = 50' � � OF VERT: N!A FOR REDUCED PLANS FAIRMONT PARKWAY STA. 194+80 TO 206+05 Data: a N tfJ 6T O N M N O �o d) a a 3 v, ti �I Z g a WI �_ g o_ c9 0 3 L (U a n. 'rn m 4 0 0 0 g J O x t/LM CUUt No. tiL4U45 M.R.H. C. T. 50' SCREENING SETBACK ORDINANCE No. 2000-1DA-34 CITY OF LAPORTE UY.K.K.F'.h'.L: /. USE PATH 'r''"'"'�''' FAIRMONT PARKWAY STA. 206+05 TO 217+30 UNRESTR/CTED RESERI/E "A"" GOODYEAR BAYPORT 2003 F. C. No. 535041 M.R.H. C. T. 10' SHARED USE PA TH EASEMENT H. C. C.F. __ O.P. R. R.P. H. C. T. TH E 1' t0' t' EXIST. —. t• 6• CURB \ r e, EXIST. CONC. PVMT. SAWCUT TO EXPOSE EXIST REBAR (TYP) ;: •- � � � . �- 75 ACRES T0: GOODYEAR TIRE &RUBBER H.C.C.F. No. F539980 O.P.R.H.C.T. •u'G► 1 HORIZ 0 25 50 100 REMOVE EXIST. 6' CONC. CURB 10' SHAREO 4�+E" PATH ��3:����9�7_1�:��1�i_11�-� END CROSS— WALK STRIPE ��i�Zd�i�I�I�T�i �TIR� EASEMENT i rJ SCALE (1•=50') HORIZ 0 25 50 100 4• STRIPE t� (SLD) (BY OTHERS) Centerpoint Energy/Electrlc FacIIltles (Approved only for crossing underground ductlinas, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground condu(t facilities only. Signature valid far one year. Data: CenterPalnt Energy/Gas FacIIltles (Gee serWce Ilnea era not shown) 'TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL I CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAW REFERENCE MARKS (Data by Harris County Flood Control District) RM 020220 Floodplain Reference Mark Number 020220 is a Harris County Flood Control District aluminum disk stamped "B 109 BM 02" on bridge at Fairmont Parkway (Eastbound) and Spring Gully located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.5 mile west of Underwood Road. Elevation 23.77 feet (NAND 1988, 2001 Adjusted) 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. INCLUDE COST TO TRANSITION CURB FROM 6" TO 1" IN THE COST OF CURB REMOVAL 3. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING {281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. I��IITT-Z����S 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 ,: S�P� OF T�++ r * :: •,. I EMMANUEL DE PAU `" G��s�� Huitt-Zollars Inc. FirmRegistration No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BY: 02-11fi8-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_17.dwg EDP OWNER/CLIENT: CITY OF LA PORTS 604 WEST FAIRMONT PARKWAY LA PORTS, TX 77571 (281) 471-5020 SHEET TITLE: FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA. 194+80 TO 217+30 DRAWING SCALE SHEET NUMBER HORIZ: 1" = 50' � � �I= VERT: N/A 2 FOR REDUCED PLANS FAIRMONT PARKWAY STA. 217+30 TO 222+30 DES SHOWN NG IN STREET R.O.W. OR -ICATION 713-223-4567. Data: r o. N m 0 0 N N 0 ,_ N O J a 15.86 i 19.11 6.84 19.01 79.30 78.09 16.86 1A51 a 15.6 'e .01 BA Y AREA BOULE ARD :' ��p� ���� � � 1'��3 ROW � ��� R9 � 4 ,H.64 z � ��� R9-5 W 4 �I�D � < � "NO TRUCKS" SIGN � � p�D (� D(r�IM�j� �� pp � x (� (r�IM�j� /�� pp X1s.e3UT �IoJIN1n11S � � � i9. 9 a NJ�IDJINGt1LL "GASP 76.48 1-800 6521 15.62 17.44 77.33 15.04 16.58 T _-� t -/� 76.37 76.96 6.78 76.27 15.49 15.85 7.76 � O 16. 15.25 Q��' 15.15 7 -- � � 4.53 15.44 0 ¢15.15 ,. RCP 75.49 �----- 75.28 - 75� 18' _ _ DITCH FLOWYME - -� 19.3 TftAFFlGSiGNALS - i ,00 DITCH F'LOWLINE 15,78 - DITCH R r p - 14. '8 79.67 � 19.63 FL 24 RCP=14.53 15, I®IWL �®qpp� _ FL 24 RCP975.25 t9 2 20.17 20.72 ' 17,53 FL 7H"RCP=75.18 WL WW ICI 19.5 f 9.85 FL 18 RCP=15.02 �_� PROP CONC. CURB RAMP +9s2 2o.ts zo.12. �1s as � to zo.1z zo is zD.os SEE SHEET 40 DETAIL 2 cRos ALK 5 ALg . �� 19'gD ts�z'o9 ts.74 �' M7-5G 19 .52 9 73G 8.25 S 78.77 1 .15 p 'Sfi t 79.51 2p.07T0 19.77 � w 78.68 19.35 79.35 19. 2 V 79,� ----� 19,41 19.54 19.58 ¢ 79.66 19.53 19.78 � 19.45 .< x- 79.77 � �. -` � 19. 2 - ,9.65 12" STRIPE (Nil) (SLD) � ,,, ' . � 19.69.. �. ,' 12" STRIPE• (W) (S�) � �. x19.80 ASPHALT PAVEMENT K20.0 � , �' � �� .' ,. K20.12. � 20.09 FAIRMONT PARKWAY. WESTBOUND x � ��.� � .� _ � iD.75G .. / " - .. 19,60 19.7 9,89TC x 18.64 19.97TC � �� -� 19A �, 19 95TC � 79JSG � 79.57 CONCRET�G 79.33 s4 is: orc is:$arc 1s.3s � � �,s.4a R , �,,,. TRA..AIS ,. ,9.76T i8.6 "_�__-x,9.74 19.50G /' s' slDEwiAuc � % 7H.79 ���"c'� �13.83�' -_ 17.78 �' 19.8338 FL 13�57 Q L�,�J1 FL 38 R . i' ,4 FL R 13.5 14 �_yJl 13.3 .85 Q Rq_ II II Cc 13,93 FL 36 RCP 3,5 3.68 L 3 RC 13.4S 1337 Q LIMPRDYEMENT$ NOT LOCATED iN' AiEDIAN� IJNJ . � z 13.3 _ _----'-'""-'-��xt2.79 � QSQ� DI�S42R6b N FL 38 RC 13.56 0: __ IT LS LI 13,6 13,45 73.6 t9� m 969L7`-- m i8. 1 32� 3 RC 1 DITCH FtOYA.INE � Q Q ��1e11N /.III FL 38 RCP= 3.53 79.40G' a FL RC =73.3T g O NJ 1e11NGi1LL� 13.8 Q .2 G Q Q N 14.27 13,88 � � � x13.29 3,98 -� �13.75 � O 14.57 17.7 �' Q `� � 19.2 ®ELEC. METER 14.8 � nl h � CONTROLSBOXAL h CONCRETE LANDING , 44 Q � zo t 6 19.49 - m o- � UNOEROROUNp ELEC. 18.56 .21 - 79.5 ,9.50 LOCATIONS UNKNOWN �, PROPOSED 6' � ELE°' BDX G s- L 19"�c ASPHALT' SIDEWALK" tH.aH a.42 2 78. 98.09 79,Si TC 79.11 -x 18 9GC ,9.,2G TRAFFIC SIGNALS t9.39TC 78.97G �� 19.086 : D11-1 ���� 19.357C 18.80 x18.7S 78.51 1H.23 I�IIf9�U9®690-� ,. 19:OOG �-19:74TC - %�� �. 18.95G M4-11 '' [� � � � � � � 77 18.73 � 19.01 78.89 18.82.. ASPHALT PAVEnteNT x � " x FAIRMONT PARKWAY EASTBOUND g �.� `1 � .PROP CURB RAMP PROP CURB RAMP 12" STRIPE (W) (SLD) N. , < SEE SHEET 40 DE iAI6. � iB.34 SEE SHEET 40 DETAIL 7 � g ;, � � � 7H os i7.. 1H.25 � O> 1 .17 ���% 8. ni � � �"HC ROUTE" SIGN 78.1H �,QN(3. SHARED B ��'iiziT ?3 Vic¢ a `• a ��� R9-5 n.to , 1zt, SD � BEGIN STA. 218+12 H.43 iH.DS D � E END STA. 218+46 ct 2�9xs� E.2 � �� e, � as H. C. C/FELNo. Sl/598b21H AMERICA) l �- EXIST 87 L.F. 10' WiDE CONC. � pit. ten. � � 219+00 O.P.R.R.P.H.C.T. ..so _ S�(`{41R�tQm�NLUSE PATHxlsisa q� t s:z ie.tt $ gg PARCEL l .a � � PT: 19+6 S .24 75.8� .,� ,�• ,-� c,r, .,-e,r Dircl FLowLINE issz s•m BDLLARD tazs �_-�'=�'r'T��"'''�'�'L"`-' TO" - � OF��€it1E/�1"T T''O.'"' _ - _ 20'"Z'I�j(71D-,q7R PIPELINE ESMT PROP. 73 L sF ea ENTERPRISE GC, L.P. LIQUID AIR, INCORPORA TED H. C. C.F No. E 53721 q X�� H' �• Nd BiKE IL" sGN r7.aa 75.94 H. C. C.F. No. 20070031936 H. C. C.F. No. E053721 C. C.F. No. 06432 7s.77 16ER oPnc cAeLE o4? �e�ic 4.08 4s � 1�.. ta. NtiLs � " 5' WIDE CONC.SIDEWALK .. O LOCATIONS UNKNOWN tJl 7 3 ' '6 a 16.93 O.P. R.R.P.H.C. T. 0. .R.R.P.H.C. T. , M k F 's BEGIN STA. 219+57 � a ' '6.4D 'z23 .� 8. 79.07 --- - -- n ww 79.09 � t885 END STA. 220+19 � 7.342 "SIGN 78.05 N _ _ 79.34 � _ ELUDE' x NE" RT I�� " " `9-5� , IL �'-- 1 H.93 - 19 � -ia.9 x I 18. T If-�� _ _ _ EX/.ST B/KE CO 18.40 78.1 8 + P EUNE'x SIG 18,46 _ T � _ _ _ _ _ 7. 76.2d� W � - - _'a a37 _ �� TRAIL STRIPE N lase D11-1 cN�anoNs - - x 19.79 19: Boo- 48- 18, :18 - <� 9.7�8 C'. 19�99T 9. 6TC 20.08TC r i 80 tJ 548E643" a � N f >t"1"b1TS - ~ _ �9.28� r217+50 '' 9. G i 6G 19,55G 18.51 _ 2 R,"h _. -- _� _ _ __ ...... ^r BP PIPET "SIGN � `\ --_ - --- t3f _ -HDD-S 16437 SAFETY END TREATMENT... ,2.2• ' � - - - - - - - - - - - - - - - - - - W �ii �j PARKING AREA _ ' 220+5U 221+00 221.+50 22 +00 4 W � It3. � PC: 217+6 .30 w EXIST BiKE TRAIL . STRI s• R1�2D � 10' PEDESTRIAN/BIKE ESMT. � M E ISTING GRADE 4 � � � � �/j FILM CODE No. 624045 w M.R.H.C.T. 1B.oa 7H.3 •` ts.54 �a � - _ 19.6DTG ,5.5, PROP. BEG�+I 1108 L.F. 10' WIDE ,7,D2 x � a L /s.o9G lsss EXISTING CONC. r a 4 STRIPE (BY OTHERS) SHARED USE PATH CONGA. SHARED USE PATH �7 � STA. 220+19 10' SHARED USE PA TH EASEMENT g I PROP. 10' WIDE H c. c.F _______ a BAY AREA BOULEVARD USE PATH O.P.R.R.P.H.C. T. W 150' ROW / /► E�f« �GiU'IE B E G�ITN7 17.466 ACRES TO: TRl-GAS, INC. H. C. C.F. No. M340690 O. P.R. R. P.H. C. T. SCALE (1"=20•) HORIZ 0 70 20 4D Centerpoint Energy/Elactrfc Facllitlas (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of reNew only Date: SBC Approved for underground conduit facllitlea only. Signature velid for one year. Data: CenterPoint Energy/Gas Facil(ties (Gee eeMce Ilnae are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. REV DESCRIPTION APP DATE 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 ��..���� �i>.,�� �P� OF T "�,11 � *:� *,/ / EMMANUEL DE PAU / �....:........82627 ......:.....� ����°�, Huitt-Zollars Inc. Firm Registration No. F-761 iURVEYED BY: DRAWN BY: HUITf-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH )AD DWG FILE: CHECKED BY: 1168_PLAN_18.dwg EDP )WNER/CLIENT. CITY Of LA PORTS 604 WEST FAIRMONT PARKWAY LA PORTS, TX 77571 (281)471-5020 tHEET TnLE: fA1RMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA. 217+30 TO 222+30 DRAWING SCALE SHEET NUMBER HORIZ:1" = 20' � � OF VERT: N/A 1 2 3 FOR REDUCED PLANS FAIRMONT PARKWAY STA. 222+30 TO 226+80 STREET R.O.W. OR N 713-223-4567. Date: � �� 14.62 14.89 - - x 14.13 x ,• � ssa � `I ts.eo ASPHALT PAVEMENT (EASTBOUND LANES) ' 20.27 4. x �� tsso ,e-., ASPHALT PAVEMENT (EASTBOUND LANES) r L a N ui d, 0 N N 18.26 ,es7 x , 5.54 - -x SHARE THE , ROAD PROP. 10' WIDE CONC. SHARED USE PATH 73 74.77 ,4.53 x DITCH FLOVNNE _ x - WIRE FENCE 76.23 14.80 �,..,77.29 x 78.34 I i i l ._-- 3 a h O (IMPROVEMENTS NOT LOCATED IN MEDIAN) � O N , 7.82 x ,8.22 � x17.89 _ x18.08 %,ass cor7cR,Et>'�PA�`_1�11'T PARKWAY EASTBC}�ItWD xnss / ,8.26.., 18.08 - 77.68 . � -,7.29 "SPEED LIMIT 45" SIGN 17.65 ,7.65 - 17.40 17.25 17.70 ,7.58 ,7.78 1 17.51 > 17.20 17.2 � "TURNAROUNb .._.-.... 77.46 3. AHEAD" SIGN � 77.44 •,5 20' LIQUID AIR PIPELINE ESMT FL to RCP67as4 a 7.41 a FL to RCPs,a.a7 e OF 4' EASEMENT TO.• H. C. C. F No. E053721 BP PIPELlNEo1i�H�/M!-I AMERICA) INC. �t �_ _ HCC._F. No. F906432 ,4st t to"RCP' 77 a.a7 ,as3 _ _ x H.C.C.F. No. l/598521 O.P.R.R.P,H.C. T. _ .34 FL ,B RGP=ta.3a O.P. R.R. P.H. C. T. eL to =74sa' 18: RCP l l 1 l ,a.2, ,a.a4 -1__._.._._...-__. _ 16.83 ni8.34 a._"tess _____ n I r- _` _. _._.._ __. _._ � i i r- ;asg � �-.. PARCEL I � OF 10' EASEMENT TO.• ENTERPRISE CC, L.P. H. C. C.F. No. 20070031936 O.P.R. R.P.H. C. T. --- 225+00 225,t50 226,+ T, 10' SHARED USE PA TH EASEMENT H.C.C.F. _______ O.P. R.R.P.H. C. T. scALE (r=zo') HORIZ 0 70 20 40 -------------- W�N 22&+50 Z � a( a ZN O � OF EASEMENT TO.• LIQUID AIR, INCORPORATED a H. C. C.F. No. E053721 � O.P. R.R. P.H. C. T. Centerpolnt Energy/Elactrlc Facillttes (Approved only for mossing undmground ductllnas, unless otherwise noted.) Yalld at time of reWew only Data: SBC Approved for undmground conduct fac8ltlea only. Signature volld fm one year. Date: CanterPolnt Energy/Gas Factiltlas (Ges aeMce Imes are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Hams County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on concrete walk on the downstream side at center of bridge ofeastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. �--"ILIIIT- 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 * ,�' '•, EMMANUEL DE PAU 82627 �•• Igo ,.</CENS�`t, -•.ate l� �� � Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITf-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_19.dwg EDP OWNER/CLIENT: CITY OF LA PORTE fiO4 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY P-LAN STA. 222+30 TO 226+80 DRAWING SCALE SHEET NUMBER HORIZ:1" = 20' �� OF VERT: N/A FOR REDUCED PLANS FAIRMONT PARKWAY STA. 226+80 TO 23.1 +80 AT LEAST 48 HOURS Date: Q M d> O O N N U 0 0 a J O N x DITCH FLOWLINE I y,15.95 >, 3 ~ O O � O Q N -15.95 R 14.90 n.72 HIRE FENCE 76.26 15.95 1 �-"��_ � �0.98 7-800-532-5200 v�v�• -at- � 18.24 �78.30 ig.08 16.13 i � �5.95 (/"^ slcN �' 77.23 � I I I �, , 18.38 N I 75.24 I � _ - - -� FLOWLINE HIRE EENCE 16.80 x 78.ot nos ns2 tzs2 n.4a tz7s - X -x EXIST RAINT STRIPING rn ki7.47 �r �. �� x17.31 �. k77.15. xt7.i2 .X17. F IRMONT PARKWAY EASTBOUND D11-1 ' M C��P°J' �IBiE �®19YIE;. � EX/ST CRASH BARRIER n.o3 /L� PC:231+55:96 ts.n �t-r/ � ..EXIST TRAFFIC lGN ro.• ��� - � 75.59 �� � " S IPE (W) (SLD) �� + ��l AIR, INCOR R r 3u:��t�c ' W16-7pL .p N .C.F. No. E053 21 s•� � ' -----___ O.P. R.R.P.H.C.T. � `a ts.e3Tc e OF 4 E €,4tENT TO: � � is 2 ts.3aG �� 10..�-lARE � U E P � w� BP PIPELIN (NORTH A t .t EASEMENT . "tss3 ts,y3G PT: 231+30. 74.37 H. C. C.F. No. t/598521 74.31 'H ffACFi�fP _ _ FL 24 P=74.78 �-_-__-�-'�_��`��-�` 16.28 78.68TC � � � 1 G __ _ _ _ _ D� CH FlO4NNE _ _-(�rP-l�. RcP.'l'l=E. T _ _ _ k 74.18 16.56 t TC 78.85 78.52 - - _ ��- 74.63 ' LIQUID Al P/PELT MT �" - - ----_____ rn?cN F�QP, SAFETY C.C.F No. E ' •81 END TREATMENT- �- is z - H. C. C.F. No. F906432 's•� PC: 23 + "?' ICN O.P.R.R.P.H.C.T. iB.SB ts.94 16.86 ts.e�._ IPIN ts.aa 05.0 �47 ts.so - - t ts.so 1s.4a -®-� `_._ - S��': 2�'+$i."��- - .ts 16.41� 78.53 » Pig LIN 'SIGN 4 STRIPE (Y) (SLD) _� 3 -53 -52D -------- --I-- ----------------------- - --- 76•� NES UNKNO � 78 74 I PIPf'LINE LOCA n DR ?EMI E" SIGN M- - - - - - x - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - s�na N ---- - - ---vrticlvU'� �------------------- SD _ I +16. 7 - --------------------- _ __ ----- *NcQi r---- �---------- 4 STRIPE (W) (SLD) - --- �T-"�0� 7 £XX N PI ELWE" SIG ----- -- ---- -- --- ---------------�-- � U - 200 a � � � 227+00 227+50 228+00 228+50 229+00 229+50 230+00 230+50 <� � I �a� ZH O PROP. 10' WIDE � CONC. SHARED USE PATH 10' SHARED USE PA TH EASEMENT H.C.C.F. _______ O.P. R.R.P.HC.T. ( h I I ZMo � I I W`��t^oo ol` I � .��~�Z W���aV � I �hN�N���I I ��^JJO�Q' I I �0000 UD I PARCEL l I ^ � � Z I ti OF 10 EASEMENT TO.• � I ENTERPR/SE GC, L.P. H. C. C.F. No. 20070031936 ( I O. P. R. R. P. H. C. T. I I I � EXIST POWER POLE I PROP. BEGIN STRIPING STA. 230+34.78 ( �j-10' H.L. &P EASEMENT I f� H. C. C.F. No. ✓184689 O. P.R.R. P.H. C. T. 5L SCALE (i"=20') HORI2 0 10 20 40 �D N <� �� �a� F a � PROP. END 1108 L.F. 10' WIDE CONC. SHARED USE PATH STA. 231+27 �0 MG�M0�p0�3 R5-3 U�W��L4�� TOPS PROP. SAFETY END TREATMENT Centerpoint Energy/Elactric Facilities (Approved only for crossing underground ductiines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature valid for one year. Data: CentarPoint Energy/Gas Facilities (Gee service Tines are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harzis County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on �ncrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAND 1988, 2001 Adjusted} NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. HL�ITT- 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 -��E OF T� *'� t. '........ ......:. 1 EMMANUEL DE PAU �o ; ���ENS��`� Huitt-Z011ars Inc. Firm Registration No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BV: JMH PROJECT NO: DESIGNED 8V: 02-1168-01 JMH CAD DWG PILE: CHECI4:0 BY: 1168_PLAN_20.dwg EDP OWNER/CLIENT: CITY OF LA PORTE 804 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 nTLE: FAIRMONT PARKWAY SHARED USE PATH ® � � a a . i DRAWING SCALE SHEET NUMBER HORIZ:1" = 20' � � OF VERT: NfA FOR REDUCED PLANS AT LEAST 48 HOURS BEFORE EXCAVATING.IN STREET R.O.W. OR EASEMENTS CALL THE LONESTAR NOTIFICATION 713-223-4567. ,= s a M 47 O) O N N U r'7 N N �� �'}'�+ s FY� �Q�' FZZ v FAIRMONT PARKWAY STA. 231 +80 TO 242+30 (NO SIDEWALK IMPROVEMENTS -FOR INFORMATIONAL PURPOSES ONLY) g ,_, p. o � = .,e EAIRMONT PARKWAY 1 ;w-. , � F � - ,��� � r ter. w ..,, F '; { 232+50 233+00 233+50 234+00 234+50 235+00 � � I —IF - ;, e., � .. - 3 s .= :STBOUND �-"� 4__ .,�, � e ,,.: ��_ � , vim. �.�,»���� .. ,�� J3.�a_e....,t a � _. .....>.4...aae-xw.f.Tov1�T5.ti.6gs'�3..'f--�°�"i. _ .. /\ _� 'AIRMONT PARKWAY EAS'f60 i+50 236+00 236+50 ff—'= � - - r �� �� •. 3'¢ � >. .�rn� t .. t. �?iv i TO.• COMPANY 18 d? r Yam:=`.�tsz Wl1R4C �a� � �^.�.,-gym H w� w _ FAIRMONT PARKWAY STA. 242+30 TO 252+30 (NO SIDEWALK IMPROVEMENTS -FOR INFORMATIONAL PURPOSES ONLY) y-'.. . ..�.'� -.... .., a �,.y sT '2#","'F- �S '?„'K.fie 'i.'^"nS'<k**'n.`:3 me ':4^vl`w ^h". v„t4 ,+Jr'wT` i�Fszs'".. X ... ...v - ..' _ ..... .. m ,. . x , ..,,r.,a,. .. , �,�,:, , , �-....: a �. _,_.� . " �v FAIRMONT PARKWAY WESTBOUND Date: Centorpolnt Energy/Elactrlc Factiitles (Approved only far crossing underground ductiines, unless otherwise noted.) Valid at time of reWew only Date: SBC Approved for underground conduct facilities only. Signature wild for one year. Data: CenterPoint Energy/Gas Fac111tlas (Gas sarWca Iinea are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK N HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAND 1988, 2001 Adjusted) NOTE SCALE (1'=50') HORIZ 0 2s so 1ao :LIIIC�11:1►Z'� 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 ''`�F"t _s .`� ''e'��(Q` 1!,tl r *:' � .* / / EMMANUEL DE PAU / �..:..:.......82627 ............� I���•., � l�oc�;.�/CENS�QG� t�bNA� E� G� � Huitt-Zollars Inc. Firm Registration No. F-761 SHUIETTYZOLLARS DJMHY PROJECT NO: DESIGNED BY: 02-1168-01 JMH G1168FPLAN_21.dwg GEDP aY. SCALE (1-=50') OWNER/CLIENT: HORIZ 0 25 50 100 CITY QF I.A PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 hr,�H 91r'er� SHEET TITLE ��'� It � �°�`;`` `��`"�° `Y,,I���n° ��"c�:�.°���. FAIRMONT PARKWAY �`�(���p('�9a�,��SIf�Gt �aT' SHARED USE PATH �..1GL. � L. at�J wF siu�aTl �„� ;: i v� „� ,, FAI RM©NT PARKWAY ui ,{r �;�� , � r�,�„ , ' PLAN ^aiv� s.:,, ,� ��� —�,�. ��q�,�—� STA.231 +80 TO 252+30 DRAWING SCALE SHEET NUMBER HORIZ: 1" = 50' �� OF VERT: N/A 0 1 2 3 FOR REDUCED PLANS FAIRMONT PARKWAY STA. 252+30 TO 257+30 AT LEAST 48 HOURS Date: ET R.O.W. OR 3-223-4567. SHARE' THE " ROAp •% u (BY OTHERS) ,� �.. - .� - _.. ,. _ r PROP. 40 L.F. 10' WIDE �`�� ' CONC. SIDEWALK ti -12" STRIPE (W) (SLD) __ r 24" STRIPE (1 ROAD WlDEN1NG (BY OTHERS) SEE NOTE 2 __. _ ,,; - -- SCALE (t"=20') HORIZ t0 20 40 0 0 0 0 0 >_ _ o ❑ o ❑ o ❑ o ❑ o a o ❑ o a�P O ❑ O O O O ❑ O O O ❑ O ❑ ❑ r 0o S!? oo cs7 00 o0 0o ao 00 00 oo ni oo Cn o0 0o R] ao rn oo na oo a❑ �,}a_-L.I❑ ��/�� � 1-1 ^_ U C� --------.-, � .� � �., ��C� W18-1 N G�Oo G^�D PROP. BEGIN 41 L.F. 10' WIDE CONC. SIDEWALK __. N �N I r Centerpaint Energy/Electrir Facilities (Approved only far crossing underground ductltnes, unless otherw(ee noted.) Valid at time of review only Date: SSC Approved for underground conduit faeilitiea only. Signature valid for one year. Date: Centerpolnt Energy/Gas Facllltlea (Gee aerNce lines era not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENIERPOiNT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAND 1988, 2001 Adjusted} NOTE 1. SEE SHEET 35 FOR TYPICAL SIDEWALK CROSS SECTIONS. 2. BACKGROUND PLAN SHEET FROM HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT ENGINEERING DIVISION PLAN PAVING AND DRAINAGE IMPROVEMENT PROJECT JOB NUMBER 350-058. PROPOSED SIDEWALK TO BE BUILT AFTER FAIRMONT PARKWAY IMPROVEMENTS ARE COMPLETED. COORDINATE WITH CITY OF LA PORTE AND HARRIS COUNTY, I�LIITT-Z��IA�S 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 g"�Huitt-Z lars Inc. { g,�i� Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_22.dwg EDP owNEwalENr: CITY OF LA PORTE 804 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 FAIRMONT PARKWAY SHARED US°E PATH FAIRMONT PARKWAY PLrAN STA. 252+30 TO 257+30 DRAWING SCALE SHEET NUMBER HORIZ: 1" = 20. 23 �F 4 VERT: N/A H F(�R RFI'111(:Frl PI ANR FAIRMONT PARKWAY STA. 257+30 TO 265+80 48 HOURS BEFORE EXC t CALL THE LONE STAR Date: r m Q M O_ O) O N N 0 o_ g J N x N d M Z N N �3 <���a HZ O QL __.. __ _ ._ t ..1� � - . a a __—_ " __-- a --- ,. ._ .` " h °s-a- o-$-=-u-a-b-�--c'-"'-9--""'-'-rho "�� �__�..>. .0� ._,. - � ����. ,r,w Y/ Jtt IV V I t L FAIRMONT PARKWAY STA. 265+80 TO 274+15 a i [t '. t � ` rc � � .,:: �..33C#i �, ,. , , �_ ,� _ � -� I 3 �f �'� U. µ.. _._...n r..r.... • � F: .� ���� I"; � �, �i - � ._ a... - ,;, _ - _ ..._ s �. __ , �v. r . _,__ . +) .. _. _� ' o. -., . .,_ "` ....-.-.-.. o ,�,.. _.-.-._.+_......-,n ..:.. �. � �--,...-� a _..T.' � �� a —.—, v�' a u �._ . . .� _ _ �. ,,. h ! ',. � � �) v o. � Q � _ ,• _, ' I �,. � k.�k � tO � w � � — + + — `� h Q h ' . ----- � '' > 1 men � " �� Y �_ " G ., i L � v' PROP. END 302 L.F. 10' J WIDE CONC. SIDEWALK � PR P. 107 L.F. 10 - WIDE ONC. SIDEWA 4.4525 ACRES T0: _ FAIRPORTE GREEN ASSOCIATES, L.P. I H. C.C.F. No. Y421650 O.P.R.R.P.N.C. T. SEE NOTE 2 3 FOR RFDUCFO PI ANS r; -- au'0 O N } t N N N N .... . Y ,, l,. PROP. 161 L.F. 10' WIDE CONC. ,; SIDEWALK 4.4525 ACRES T0.• FA/RPORTE GREEN ASSOC/ATES, L.P. '�. r' H.C. C.F. No. Y421650 O.P.R.R.P.H.C..T. s T S.H. 146 42.5' ROW Y"W d_. ...... _.....,.. 272+00. 272+50 I 273+00 ,, � —� - „�° "'�`� SEE NOTE 3 0 Z �� O p 0] Q �O O� 5 W �� v=i T w�. YI �♦ W�� 273+50 274+00 � - �' � } ..... . � _ ,oeeam asc >- � _ T GJ F in � W y t9 Z = V � SCALE (t"=40') HORIZ o zo ao eo SHARE THE ROAD O W11-1 1 SCALE (t"=40') HORIZ 0 20 40 80 Canterpoint Energy/Electric Facilities (Approved only for crossing underground du<tlines, unless otherwise noted.) Valid at time of review only Dote: SBC Approved for underground conduit focilitias only. Signature volid fw ono year. Data: CantarPo(nt Energy/Gas Facilities (Gas service Iinea aro not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SIDEWALK CROSS SECTIONS. 2. BACKGROUND PLAN SHEET FROM HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT ENGINEERING DIVISION PLAN PAVING AND. DRAINAGE IMPROVEMENT PROJECT JOB NUMBER 350-058. PROPOSED SIDEWALK TO BE BUILT AFTER FAIRMONT PARKWAY IMPROVEMENTS ARE COMPLETED. COORDINATE WITH CITY OF LA PORTE AND HARRIS COUNTY. 3. CURB RAMPS AND PEDESTRIAN LIGHTS ARE INCLUDED IN HARRIS COUNTY PID PROJECT 350-058 AND NOT INCLUDED IN THIS PROJECT. 1 REV I DESCRIPTION I APP ( DATE 1 HL�I�IT-Z�1��+�5 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 ?''(E of rElj!i 5�P''� •.• �+i * ,�� �•, EMMANUEL DE PAU 82627���•������� 1��,2;�/CENSF `" ��� Huitt-Zollars lnc. � Firm ReglstrationNo. F-761 SHUIETT-ZOLLARS DJMHY PROJECT NO: DESIGNED BV: 02-1168-01 JMH CAD DWG FILE: CNECKED BY: 1168_PLAN_23.dwg EDP OWNER/CLtENT: CITY OF LA P©RTE 604 WEST FAIRMON7' PARKWAY LA PORTE, TX 77571 (281)471-5020 - � , ` ® 1 FAIRMONT PARKWAY PLAN STA. 257+30 TO 274+15 DRAWING SCALE SHEET NUMBER HORIZ:1"=20' �� OF VERT: N/A ri �eha� era nuurta oer urte enur.vH nrv� u Al RM NT PARKWAY STA. 274+30 TO 279+80 EASEMENTS GALL THE LONE STAR NOTIFICAI Date: STREET R.O.W. OR N 713-223-4567. N a M 0 O 0 N N n 0 N 0 g 0 x ;��° N �YI NN`=r�,�', 733.i}iC W 13.44 YYYY4i�iil x 3.62 1�g 33 a 12'89GC 13.43TC 12.92G S.H. 148 382.5' ROW i 3.94 ,3.62TC , 3.72G tt, �73.45 NOTE 3 L^! ,3.45 aQ N a 0 � 2.7 GC I� � ;2:�2�G a �o �� V 5 N N / h // r � � o ADJUST ELECTRICAL 2zrc BOX TO PROP GRADE 7zG � ��ll � o 67G _t S L.._7 � 23.2 %/� , 34 � ....,. x 7 .07TC �13, � i .70G 3, 4 , 7,17TC ' ,75G 3 � 17.76 x . 12EMOYE EXISTING CREPE MYRTLE PROP 6 CuRJ3 oN SE:E: SHEE SHARE THE ROAD 6-1 _ �? Ci" �a�n PROP. 144 L.F. 8' WIDE CONC. SIDEWALK /� e� ,397TC 133QGC CONC, SID��ALK; 3.54TC EN A. 275 ,4..,2T0 73.46G 3,OOG 4 C+03 ,3.6,G EXISTING LA QUINTA BEGIN STA. 277+28 ,4.34TG ,3.75G SIGN TO BE REMOVED END STA. 278+19 -� 13.62G PROP PEDESTRIAN PROP PED��r1R A RAMP SEE SHEET 40 PROP PEDESTRIAN SEES T E DETAIL 13 RAMP SEE SHEET 40 y DETAIL 13 o SAWCUT � S CUT ' 13.0 12.65 ,2.67G 12.1 7' � � � 13.7STC 12 G.�..-.„. .a _:...-,*+.'t3G". ,.,_. .- ,59G ;: � .: 12.7 7 +00 739 r~��--n� ". 2 0 r2.72G: .__ _� _ 74,797C N T4.10FC o '', .78 7 00 '. � 1335G o z 1 �... d _ "� REMOVE EXISTING CREPE MYRTLE , ;r� .._ EXISTING SBC x'4`4' CABINET TO REMAIN REMOVE EXISTING CREPE MYRTLE BRE/LQ TX PROPERTIES L.P. H. C. C.F. No. Z095206 O. P. R.R. P.H. C. T. BLOCK 1100 TOWN OF LA PORTE COL. 8Q PG. 112 D.R.H. C. T. 5.46G N 10' 1 D' 10' ' 15.68TC 15.24G f Rm�? b"Cu�� oNstaEw,,Rt SA T - SE:E SHE:E:7 35 x;6:2, REMOVE AND � E' EXISTING DRIVEWAY - REMOVE AND REPLAN D�.(�fiING- DRIVEWAY_ __. ___ __... ___. x 15.67 PROP. BEGIN 1209 L.F. 10' WIDE CONC. SIDEWALK STA. 278+43 �U i nr i' i i InC :�Cu IVll�ilil � � 'i!; it � i) .J.�Vb'. __ ���-� r s G ,I�,Pv > t � ��rtr,l i�l�vlci' � DT. s,,k�al�, �r�w;�; �� �,, ;z� v�,�a �r�l>`� ._ �t l {� f :J v 114.:fi �� N W11-1 6-7pR scALE (,: zo) HORIZ 0 10 20 40 :n x i M, H� fJJ �_� �� �- M�N RAMP SEE DETAIL 7 13 _.__ _ _ ._. _ �J S��rs�Z6T 13.23 _� �--- z.taG z. TG '�'L'.�EARD FAIR ONT PA 3, (EAS OUND) 72, 7� x 12. � 72.97 ,2.42 73.33 Y 12.75G 72.767C Q rrcur rtut� rKl ry x,2@ ROP�PS IAN RAMP SEE SHE T AMP �E:E` S EET 40 DETAI 7 6.2: 4 ETA�� 3 1 �. o N U PATH EASEM TD n H. C. C.F. ___ O.P.R.R.�.rF�C. T. 896 13'98 4oac ,4.+tx EXIST 125' DRAINAGE FEE .C.F.C.D. UNIT NO. F216-00-00 , 4.53 H. C. C.F. NO. H598827 H. C.D.R. 4,56TC , 4.O6G (! , MATCHLINE 9TH STREET ROW STA. 279+65 SEE SMEET 26 BLOCK 1101 TOWN OF LA PORTE !/OL. 60, PG 112 D.R.H. C. T. Centerpolnt Energy/Electrte FoeilRtas (Approved only for crossing underground ductllnas, unless otherwise noted.) Vatld nt time of rovtew only Dote: SBC Approved for underground conduit facilltles only. Signature valid for one year. Date: CenterPotnt Energy/Gas Facilltfas (Gas aerWca Ilnea era not shown) TO ARRANGE FOR LINES TO BE. TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-OOdocated on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. BACKGROUND PLAN SHEET FROM HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT ENGINEERING DIVISION PLAN PAVING AND DRAINAGE IMPROVEMENT PROJECT JOB NUMBER 350-058. PROPOSED SHARED USE PATH TO BE BUILT AFTER FAIRMONT PARKWAY IMPROVEMENTS ARE COMPLETED. COORDINATE WITH CITY OF LA PORTE AND HARRIS COUNTY. THIS APPLIES ONLY TO SHARED BIKE TRAIL IMPROVEMENTS WEST OF STATE HIGHWAY 146 ON THIS SHEET. 3. PROPOSED CURB RAMPS AND PEDESTRIAN CROSSING LIGHTS SHOWN HERE FOR INFORMATION ONLY. TO BE CONSIDERED UNDER HARRIS COUNTY PROJECT No. 350-058 REV I DESCRIPTION I APP I DATE 1 HLIITT-Z�JI���S 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 g�P�E OF ? "yy�1► 1 *� k.:. �'• EMMANUEL DE PAU ...........826 27 ...... '. ,� I��C'ri:�CENc���G� �•� �� Huitt-ZollarsJnc. " Firm Registration No. F-761 SURVEYED BY: DFAWN @Y: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BV: 02-1168-01 JMH CAD OWG FILE: CHECKED @Y: 1168_PLAN_25.dwg EDP OWNER/CUENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 FAIRMONT PARKWAY SHARED USE PATM FAIRMONT PARKWAY PLAN STA. 274+15 TO 279+65 DRAWING SCALE SHEET NUMBER HORIZ:1" = 20' 25 �F 49 VERT: N/A Fr�R RFr)1 ICFr1 PI DNS 9TH STREET ROW STA. 279+65 TO END AT LEAST 48 HOURS BEFORE EASEMENTS CALL THE LONE Data: a M O O N N 0 , w 0 Q J J m N BLOCK 1100 TOWN OF LA PORTS t/OL. 60, PG. 112 D.R.H. C. T. 1-1 I GL SCALE (f:50) HORIZ 0 25 50 100 Centerpoint Energy/Electric FacllRias (Approved only for crossing underground ductlinas, unless otherwise noted.) Valid at lima of reWew only Date: SBC Approved for underground conduit facilities only. Signature vaild for one tear. Date: CenterPoint Energy/Gas Fadil(tias (Gas aerNce Ines are not shown) ITO ARRANGE FOR LINES TO 6E 1URNED OFF OR MOVED, CALL ' CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060015 Floodplain Reference Mark Number 060015 is a brass disk stamped "RM 080015" on bridge abutment at Eighth Street and Stream F218-00-00 located on the upstream, southwest corner of bridge abutment, 0.15 mile south of Fairmont Parkway. Elevation 13.80 feet (NAND 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. I�LIITT-Z�J�I��S 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 ��p�E• �F'•T�,���i .*...: •. EMMANUEL DE PAU ..........82fi27...... ����. I' ��`�`t ��ENS��C� Huitt-Zollars Inc. Finn Registration No. F-761 SHUITTYZOLLARS DJMHY� PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_26.dwg EDP CITY OF LA PORTS 804 WEST FAIRMONT PARKWAY LA PORTS, TX 77571 (281)471-5020 SHEET TITLE: FAIRMONT PARKWAY SHARED USE PATH 9TH STREET ROW '_1�i STA. 279+65 TO EWD � DRAWING SCALE � SHEET NUMBER � FOR REDUCED PLANS HORIZ:1" = 50' VERT: N/A ® 8 � � A - USE FOR ALL PROPOSED DRIVES ON CURBED TYPE STREETS: AT LEAST 48 Data: a3 n�. M O N M N U ®�, T �, PROP. SAW CUT 18" GUTTER LINE 8" STEEL OVERLAP EXISTING PAVEMENT CUT UNDER EXISTING PAVEMENT 1:50 MAX CROSS SLOPE #4 ®24" C/C BACK OF EXIST. CURB R_O.W. LINE 3" CLEARANCE STANDARD 1 1 1 12' 1 12" 1" BOARD EXPANSION OR 1/2" NON -EXTRUDING T PREFORMED JOINT 3" CLEARANCE (TYPJ 7" THICK REINFORCED CONCRETE (SEE GENERAL NOTE N0.7) COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY 4' MINIMUM WIDTH OF DRIVEWAY 2' 36' MAX. R.O.W. LINE _ _ _ _ SIDEWALK SLOPE 1:50 MAX SIDEWALK _ _ _ _ _ _ _ _ 1" BOARD EXPANSION OR 1/2" NON -EXTRUDING PREFORMED JOINT DRIVEWAY RADIUS 5' MIN./ 15' MAX. BACK OF EXISTING (TYP.) CURB (TYP.) a 12" TO 18" SAW CUT 1 (PROP.) GUTTER LINE EXTEND EXISTING EXPANSION JOINT FROM STREET INTO PROPOSED DRIVEWAY, ONLY WHEN THERE IS AN EXISTING EXPANSION JOINT IN THE STREET AT THE PROPOSED DRIVEWAY INTERSECTION. ' �) DRIVEWAY ON CURBED CONCRETE OR ASPHALT STREETS -COMMERCIAL AREA N.T.S. 1'-11' I i'-2' PLACE 2" YEUAW REftECiNE TAPE \„r� a ; �� Ca[PACTED StIBCttADE 1,,, ) 2'-4' � 8' DVI t�Y. GN.V. PIPE, �o Fxl w/ talc. �� �� �! `^ �, . _ / Gaicr�lE � � F001� e / (�' /\ . i ,\ \� i �\ 1'-2' ( 2'-4" I 1'-2" I 1'-11' tiAtaas caw,ry oD�ucnoN NOT�s FOR S�EWALICS do DRIVEWAYS ON CURBED TYPE STREETS t�AtlllERdAL AREA 1. PROPOSED DRIVEWAY, SIDEWALK, CURB, GUTTER LINE AND GRADE SHALL MATCH EXISTING STREET. 2. PROPOSED SIDEWALK SHALL 8E CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, 4-1/2 SACK CEMENT PER CU81C YARD, 4-1/2 INCHES THICK AND 4 FEET MINIMUM WIDTH. SEE DRAWING N0.3 FOR ADDITIONAL INFORMATION AND DETAILS. 3. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, 5 SACK CEMENT PER CUBIC YARD, 7 INCHES THICK, FROM PROPOSED SAW CUT TO RIGHT-OF-WAY LINE (PROPERTY LINE). 4. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE #4 DEFORMED SPACED AT 24 INCHES C.C., EACH WAY, WITH 10 INCHES MINIMUM LAP (6"x12" WSxW4 AS ALTERNATE) FROM PROPOSED SAW CUT TO RIGHT-OF-WAY LINE. 5. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE TIED TO EXISTING ROADWAY REINFORCING STEEL WITH A MINIMUM LAP OF 8 INCHES. 6. PROPOSED GUTTER LINE IS TO BE MAINTAINED AT FACE OF EXISTING CURB. 7. SAW CUT EXISTING CURB AT EACH END AND KNOCK OUT CURB FROM BEGINNING TO END OF PROPOSED'DRIVEWAY. 8. SAW CUT EXISTING PAVEMENT A MINIMUM OF 12 INCHES AWAY FROM FACE OF CURB (GUTTER LINE) AND BREAK OUT TO EXPOSE EXISTING REINFORCEMENT STEEL. 9. COMPACT SUBGRADE FOR PROPOSED DRIVEWAY CONNECTION FROM PROPOSED SAW CUT AT EXISTING PAVEMENT TO RIGHT-OF-WAY LINE, COMPACT TO 95% OF STANDARD PROCTOR DENSITY (+/- 2% OPT. MOISTURE). THE COUNTY ENGINEER RESERVES THE RIGHT TO REQUIRE LABORATORY TESTS TO 8E CONDUCTED. 10. IF MORE THAN ONE PROPOSED DRIVEWAY IS BUILT ON THE SAME PROPERTY, SAID DRIVEWAYS SHALL BE SEPARATED BY A MINIMUM DISTANCE OF 20 FEET (ROADWAYS WITH CURBS AND SIDEWALKS). 11. REINFORCING STEEL TO 8E ELEVATED A MINIMUM OF 3" ABOVE SUBGRADE. (3 INCHES = I � I TYPICALBOLLARD DETAIL I �! T �7 0 1 2 3 FOR REDUCED PLANS Working Point (at i niersection of Cross Pipe Length ..._--------------- nominal I.D.) -Top of Riprop _ Z" q2 (See Table) Qt (See Tgble) + 2" B -Trimnetl Edge I -Flow line � - of Pipe Cross Pipe Cross Pipe I .. � over over , 6O inside Outside --__ "v On � �1 , -' �s/,5" Dip Barrel Barrel -- _ a , ; ;;;' ;';' � , �, ,{', _ �, HOIe ITYP) C. M. P. - c + O1 NOTE: All Cro55 PipeSr colculation5, ontl m tl imens ions ore based on the pipe culverts ( Entl of Invert � � - _ mitered os shown in this detail. Alternpte PIPE W/ BOLTED ANCHOR for Concrete , styles of mitered ends will require that I Pipe Culvert --- Q - Toewa u oppropr Tote adjustments be mode to the � � 3" Min 72 '/a" 12" values presented on this 5tpndord. I 3 � Overlap SIDE ELEVATION OF TYPICAL "6 Anchor Bor Typ w/ C.M.P. x I, _4,� ITYP) 4.� 4.. B PIPE CULVERT MITER T - - TOyp yp�` Typ DETAIL "A" (Shows nq Corrugated Metal Pipe Culvert.) (Oetai IS at Concrete Pipe Culvert ore Simi lor,) - "' - -- '-"'�" -'-- - --- " �-"_ __ .._ _ _ __- _ _'_- (Showing Invert with Corrugated Metal Pipe Culvert. Concrete Pipe Culvert details ore Simi 1pr. Cross Pipes not shown for clarity.) ��Bentl first Cross Pipe 6 4O p, Anchor Bprs os necessary °m' e to maintain 2" clear C T, ax, cover to Toewall edge Riprop c q I o,„fl o' of concrete Riprap � o� Q 2 'p > 3 PIPE W/ ANCHOR BARS c a:� rt Cross Pipe Flow Line ' � ITYP �� ` � '/^ �' ` SECT ION B-B , ♦ N H • n _ _.. • - (Cross Pipes not shown for clarity.) �� Riprop �'� a6 Anchor Bor � x 7'-4" (Typ) SECTION C-C Cross Pipe � CROSS PIPE LENGTHS, REQUIRED PIPE SIZES, &RIPRAP QUANTITIESIJ Nominal Conc Pipe Single Multi- Conditions for Cross Culvert Riprgp Culvert Barrel Sorrel Q2 use of Pipe L D. (CYI 6 Spo � C � Q1 - qt Cross Pipes Size 3 or more Pipe Culverts 3" Std l3. 500" 0. D. ) 15" 0.7 tl" N/A 2'- 5" 2'- 2" t8" 0.6 1'- 2" N/A 2'-10" 2'- 8" 21" 0.9 1'- 4" N/A 3'- 2" 3'- I" 24" 0.9 1'- 7" N/A 3'- 6" 3'- 7" 27" I,0 1'- 8" N/A 3'-t0" 3'-u " 3 or more Pipe Culverts 30" I,1 1'-10" N/A 4'- 2" 4'- 4" 2 or more Pipe Culverts 3 '/z" Std (4. 000" 0. D. ) 33" 1,2 I'-77" 4'- 2" 4'- 5" 4'- 8" All Pipe Culverts 36" 1,3 2'- I' 4'- 5 4'- 9 5'- I' All Pipe Culverts 4" Sttl (q, 500" O.D.) 42" 1.5 2'- 4' 4'-11 5'- 5 5'-10' 48" I.7 2'- 7' S'- 5 6'- 0 6'- 7' All Pipe Cul vert5 5" Std (5. 563" 0. 0.) 54" 2.0 3' 0" 5'-11 6' 9' 7' 6' 60" 2.2 3'- 3" 6'- 5" 7'- 4" 8'- 3" 66" 2.4 3'- 3" 6'-1I" 7'-10" 8'- 9" 72" 2.7 3'- 4" 7'- 5" 8'- 5" 9'- 4" lO The Draper inStollat ion of the first Cro55 Pipe i5 cr it scar for vehicle safety. The top of the first Cro55 Pipe must be pladed of no more than 6" above the flow line. 2O Si Ze Of CfOSS Pipes, eXCept the first bottom pipe, shall be p5 Shown in the PIPE SIZE table. The first bottom pipe shall be 3 �/z" Stantlprd Pipe (4" O. D. ). 3O The third Cross Pipe from the bottom of the Culvert 5hpll always be inStolletl using a bolted connection. Cqre shall be token +o n ore +hot Ri r n r t n t fl w int es pop cocee does o 0 0 the Cross Pipe so as to permit di sossembly of the bolted connection +o allow cleonout access. At the COntrdCtdr's Opi ion, OII Other Cro55 Pipes may also be inSt011etl using the bolted connection detoi l5. 4O Match Cross Slope as shown elsewhere in the pion$. Gra$$ Slope of 6:1 or flatter i5 required for vehicle safety. SO Riprop plocetl beyond the limits shown will be paid as Concrete Riprop in accordance with ttem 432, "Riprop". © Quantities shown are for one end of one reinforced Concrete 2" Pipe Culvert. For multiple pipe culverts or for Corrugated ITyp)--- Flow CROSS PIPE DETAILS � Cross Pipe (flush a6 Reinforcing - Metal Pipe Culverts, quont sties win need to be od)usted. Line with top of Riprop) Anchor Bar - Min Ri Drap qupntit ies ore for Contractor's information only. Clear GENERAL NOTES: L imitS of Riprap -- ---- - (to be inC lutletl 1 -6" (_Typ) - Cross Pipes are designed for o trover5 ing with S.E.T. for Tangent +o � a load of t0, 000 pounds at yield os recommended by payment) O�_ n widest portion N �- Research Report 280-2F, "Safety Treatment of ISOMETRIC VIEW OF pf Pipe culvert of Roadside Pora nel-Drainage strut+ores", Texas Riprap Transportation Institute, March 1981. TYPICAL INSTALLATION Pipe Culvert Safety End Treatments shown Herein ore intended -- Pipe Culvert (C. M. P. or Riprap for use in those instal lot ions where out of control v (C. M. P, or Concrete) -- vehicles ore likely to traverse the openings - __ Concrete) approximately perpendicular +o the Cross Pipes. Riprop and all necessary inverts snarl be Limits of Riprap (to be included with S.E.T. for poymen» OS SHOWING TYPICAL PIPE SHOWING CROSS PIPE Concrete Riprap conforming to the requirements of Item 432, Riprop". CULVERT & RIPRAP WITH ANCHOR BAR payment for riprop and toewoll is included in 3'-6" 2'-0' Cross Pipes O 2'-0" _ 6" the Price Bid for each Safet End Treatment. -- Mox - Eq Spa pt 2'-0" Max � Cross Pipes shall conform to the requirements 6' Min � 4' Min ql Q2 or qt of ASTM A53 (Type E or S, Grade B), ASTM A500 ' _ -_- __.. _.. _'_ ___-_-. ________-____ ____��.r (erode 6) or API SLX52. 6O fL Cross Pipe (flush 'I � . '- �.__at I i with top of Riprop) � 2'_Mi ;,- � >/q •� x 12 Bolt Bolts ontl nuts shall conform to ASTM A307. All steel components, except concrete Trimmed Edge of Pipe Culvert w/ Hex Nut &Washer reinforcing, shall be golvom zed after ------ -- __ � ng omo e d ring Working - � Cro55 Pipe -- Cro55 Pipe 'flush - ----- in accordance with the e a O fabr iCai'iOn, GalVanlZl tl d U _ transport or construction sho91 be repaired '- AncOhor Bolt-.� _.i with top of Riprop) sp cific ti ns Point � - �,--#. � I--'q 3 /z" Did /` � n� v + � Cross Pipe Oj O ____� _ _ __ --- -.. ,/ vt a.,.m} A 777 � � Top of Cross O3 -- N p �[ ' w =o Pipe lO-� � c ~ � ( l -. Anchor .... � `/ �0�. ioewol l-- a t � - �. �I Pipe Culvert N /��� (C. M. P. Or / Concrete) -' g" q^� -vFlow � A _ Line - 12" {\ - " `-See DETAtI -'A" SIDE ELEVATION OF CAST -IN -PLACE CONCRETE (Showing Concrete Pipe Culvert) (Detoi is at COr'rU9dtetl Metal Pipe Cul Vert Ore Similar.) Center Anchor Bolr between Pipe Culverts Pipe Culvert LD. (Nomino U SHOWING CROSS PIPE WITH BOLTED ANCHOR SECTION a -a Texas DeFnrtmentof Tronsportotlon Bridge Division � SAFETY END TREATMENT -' FOR i2" DIA TO 72" DIA PIPE CULVERTS Pipe culvert TYPE II ^• PARALLEL DRAINAGE Spo - G SETP-PD _ r"[: SetpOdse. tlgn ox: GAF : CAi orv: JRP cx: GAF ©ix00i May 2005 m;m�a r[orna nio Prza[n srv[[e n[visicx: <a:+n �ca+irzo,.�cr boo ��c.:vnr SAFETY END TREATMENT FOR 1Y OIA TO 72' OIA P C11I.VERTS -TYPE 8 -PARALLEL ORAINAQE Centerpolnt Enargy/Electrlc Facllltlea (Approved only for cross(ng underground doctrines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduct faGlltles only. Signature valid for one year. Data: CenterPolnt Energy/Gas Facllltlea (Gee aerv(ca Ilnea are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum -disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAND 1988, 2001 Adjusted) NOTE 1 1 1 ADDENDUM #1 I EDP 110/05/2009 1 HLIITT- 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 . �P'(E• OF..T,c,_ 1 it �� . ,. * ;' � �•, t� �i EMMANUEL DE PAU ...........82627 ...... ll�ll.�.. ... � \� Huitt-ZDllarsinc. ' Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNE08Y: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_24.dwg EDP OWNER/CLIENT: CITY OF LA PORTE 804 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 4715020 SHEETTnLE: FAIRMONT PARKWAY SNARED USE PATH DR�vEWAv AND SAFETY END TREATMENT DETAILS DRAWING SCALE SHEET NUMBER HORIZ: As Noted � � OF VERT: NIA O + - U �U Q � H � _,S+oo --_ _ _ _ _ __ W EXIST. 30' STM. SWR. Z _ - U � Q tY1 Q N m \�s F�sT F'�isr $, p ��, ��..F 3�. Fkk �M 9�Fxp� kk EXIST. EXIST. �`TNF� �� EXIST. S.S. M.H. 12 S.S. 12" S.S. - ------------------fl--------------------------------------------------- i EXIST. s" s.s. I »+ to+oo i--------� -- 14+00---^— �� EXIST. TYPE � "H-2" INLET � EXIST. EXIST. I S.S. BORE 12" S.S. - �._,_. _ --- -- ------------------- i\ \ EXIST. S.S. M.H. -�- _ \ �'`� \ � \ -EXIST. \K' PM. (TYP.) EXIST. TYPE 1 \ \ JNCT. BOX � \ \ \ \ ------- ---- -- ---- ----- --- E-----„------- w F; �,. o ..a o' �' W -. X � w � 12" S.S. xl�-------- -------------_._.-----•---•------------------ r ,,,. i-'r�--------�-- t t ----------------------------- HEADWALL N EXIST. � t t II I PLUG + i i EXIST. 30" I j j� STM. SWR. � Q � tXIJ i. JU S I M. SWK. cn�o i. i � rc � - t \ \ \ XIST. 30 STM. SWR. t t \_ i JNCT. BOX I I o tt � i EXIST. 24'"-i t �, \ ��\ \ \ I t EXIST. S.S. M.H. � STM. SWR. t EXIST. TYPE EXIST. \ \ \ t t t °�H_ I 12" W.L. EXIST. GV \ \ i t t84 4 396.97 - 387 97 1 _ - - ,. , . �.. �M .. . ^. .� '... .. '. .� .. ... e.. ,+ EXIST. � EXIST. 12" W.L.---_._._-•---•-----------------------•---•-•-•---_._.-_-_._._---EXIST.- --------- !� \ » 8"TEE/G.V. .�- ice'\ �\� 8 TEE/GV to i� FLOOD STATEMENT THE SUBJECT PROPERTY APPEARS TO UES WITHIN SHADED ZONE X, AS PER THE F100D INSURANCE RATE MAP, COMMUNITY PANEL N0. 48201CO940L, DATED DUNE 18, 2007, (TSARP). WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS. UTLLITIES STATEMENT THE LOCAl10NS OF UNDERGROUND U1IUTIES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND STRUCTURES AND UT1lITY LOCATIONS BY UTIUTY COMPANIES. U1IUITES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTIUIIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED UTIUIIES/STRUCTURES. � ��� �•'� NOTE: (1) 4" REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.t., 28 DAY WITH #4 (EPDXY COATED) O 24" O.C.E.W. PROPOSED ADDITi10NAL SIDEWALK EX/SANG 4=0" SYDEWALK .DINT g: � �3 DOWELS O 24" O.C. MAX 22' Tf7WARL1 S7REET /x/snrvc 1� � S7R£f..T CUIi'6 "d' cV SAND �3 O 18" O.C. SIDEWALK CROSS-SECTION "A" & "B" SIDEWALK AT EXISTING CURB STA. 4+25 EX/SANG 4=G" SIDEWALK �13 DOWELS g• O 24" O.C. /sAx 2x Tnx•ARn sTRr�r '� N SAND �3 O 18" O.C. SIDEWALK CROSS-SECTION "A" & "B" 1 � �i+oo �o+oo � =___=___-�________________________________ w i J I, ,-EXIST. 8" W.L. _ I/ C.� EXIST. EXIST. Q 8"TEE GV r12" W.L. � i � / i87.97 �— ,�� �-_���- • SCALE: 1 "=30' „�_ ....'sos The seal"'appearing on this document was outhorized by RODPIEY LEE SLATON P.E. 90298, on g-�� P 9 O EXIST. EXIST. S.S. M.H. 12" S.S. -I•- EXIST. 30" STM. SWR. � ----- o----------------------------¢— o Q i EXIST. 24" i � I— STM. SWR. EXIST. TYPE 1 JNCT. � � s+oo � BOX W/CURB INLET TOP 34+00 � I I Z � I/ J i EXIST. TYPE "H-2" EXIST. TYPE "H-2" j U � INLET W/5' EXT. INLET W/5' EXT. � Q --- ;... EXIST. TYPE 1 JNCT. BOX W/CURB INLET TOP 33+00 O STM. SWR. ! o—o o—o—O—o—�-Ir—II—II lI—II—rlfl—lr IIII—II—UII—nIrII EXIST. � EXIST. STM. -� CHN—LINK F CE � SWR. M.H. EXIST. WOOD FENCE � PROP. END 209 L.F. 2' WIDE PROP. BEGIN 209 L.F. 2' WIDE CONC. SIDEWALK ADDITION, CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "B"), (SEE S.W. CROSS -SEC. DET. "B"), STA. 34+84. STA. 32+01 NOTE: FILL-IN FROM SIDEWALK TO CURB; ADD 0.5' TO WEST SIDE OF EXIST. SIDEWALK. PROP. BEGIN 231 L.F. 2' WIDE CONC. SIDEWALK ADDITION CARLOW ROAD S.S. M.H. -_--�r�- �-�'-tttnm� _____-__--__--_-_�=—��- ��__ , EXIST. 36" STM. SWR. 32+00 31t00 DEFIANCE ROAD -ll 11 li �1/ It — EXIST. GV 8c TERMINATION .. � � � i ��� .� . � ��� PROP. 17 L.F. 2' WIDE ��� Exlsr.;.� CONC. SIDEWALK ADDITION OUTFAL'�.� EXIST. ��� ' EXIST. �� 12' S.S. �36" STM. SWR. ��� ; i SEXIST. TYPE 1 JNCT. � BOX W/CURB INLET TOP � 30+00 I I i EXIST. 24"-�� EXIST. TYPE "H-2" STM. SWR. j `INLET W/5' EXT. —a —n —rr —n —rr - EXIST. 12" W.L. PROP. END 209 L.F. 2' WIDE CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "A"), STA. 31+33 � ��� �•'� � � PROP. CUT CURB. OUT z &SLOPE 1:12 TO STREET w) Y Z �� z� =o Ur EXIST. EXIST. CONCRETE X� EXIST. TYPE "H-2" CHNLNK FENCE DRIVEWAY EXIST. S.S. M.H. w 12" S.S. INLET W,5' EXT. . • ... • � � Q.Y , � .:. ST. SIDEWALK EXIST. U/G CABLE. PROP. 9 L.F. 6' WIDE CONC. SIDEWALK, SLOPE 1:12 FLOOD STATEMENT THE SUBJECT PROP,�RTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL N0. 48201C0940L, DATED JUNE 18, 2007, {TSARP}. WARNING: THIS STlATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO IpENT1FY SPECIFIC FLOOD CONDITIONS. UTILITIES STATEMENT THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE —GROUND STRUCTURES AND UTILITY LOCATIONS BY UTILITY COMPANIES. UTIUITES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. EXIST. 1" W.L. 24+00 EXIST. 12" W.L. EXIST. 24" �,�STM. SWR. li Y Z J Z 2 U N X w PROP. END 207 L.F. 2' WIDE CONC. SIDEWALK ADDITION EXIST. CHAIN SEXIST. S.S. M.H. / LINK FENCE �-� 24" STM. SWR. I I EXIST. TYPE 1 JNCT. BOX � W/CURB INLET TOP zj EXIST. 24"-- � STM. SWR. I EXIST. TYPE "H-2" j INLET W/5' EXT. ! .. .. .. • 'A ... .'_ — —Y�.T L r-.-`n-.aP. •w: _.p•LL— �O_-.L� O-..r ��Jr —0 a -aT .. —n—r n—rr—u—rr—u—u—u—n--'n—u—u EXIST. WOOD FENCE PROP. BEGIN 209 L.F 2' WIDE CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "A"), STA. 29+24 PROP. END 2318 L.F. 2' WIDE _ CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "A"), STA. 27+23 EXIST. S.S. M.N. EXIST. TYPE 1 JNCT. O ?> 2s+oo BOX W/CURB INLET TOP 2a+oo� O EXIST. 1 2" S_S�—•-----•--------_•—•—•—•—•—•—•---- - - - ---- --------------------------------- 23+00 22+00-----------------------21+00-------------- EXIST. 30" STM. SWR. EXIST. TYPE 1 � � JNCT. BOX i I EXIST. TYPE "H-2" ! � INLET W/5' EXT. EXIST. GV EXIST. 8"TEE/GV EXIST. S.S. M.H. EXIST. TYPE 20+00 19+00 EXIST. 30" STM. SWR. EXIST. 24" STM. SWR. I 3T. TYPE 1 � JNCT. BOX � EXIST. TYPE] "H-2" INLET 1! ..o v - a - . ', ., � p .� . .. -- EXIST.--------------------•—•--------------------------------------•-------------------------•—•—•--•-----•----•—•-------•------_._.-------------------------• EXIST. 1 2�--W.L. F.H./GV r '�y.�pT� � Tf�^,9St�t a '*;�� *i *: � :* ......................... RODNEY LEE SLATDN 90298 - o c a, ��. Fes_ •.... _.c,�� The seal appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on —F- cV Q E— (n W Z J' SCALE: 1 "=30' EXIST. PLANTER *�.� -+ Q !n Z V /'�/ W 1.� W � z W W !!�^ vJ �\ .� v .:..s EXIST. TYPE "H-2" INLET W/5' EXT. U W EXIST. � SIGN d 0 z W 3+00 >.. -:- �,:"- � 321.66 EXIST. SIGNAL t 3+00 CONC. SIDEWALK fSEE—S:W�-BOSS BEGIN AT STA. 3+ END AT STA. 3+34 DET. "A"), ''_-__ 47+00 2.0' L 2 0 EXIST. SIGN CONC. SIDEWALK ADDITION, (SEE S.W. CROSS —SEC. DET. "A"), BEGIN AT STA. 3+38 END AT STA. 3+54 2+00 2xp0 e' + ;' O EXIS ` S.S. H. EXIST. PIPELINE VALVE EXIST. CHN—LINK FENCE EXIST. CHAIN LINK FENCE — EXIST. SIGN M.H. �+oo f 2.0' ..4 ... .'. e.., a. 11 —1! 1! —ll --li ^—!l EXIST. TYPE 1 JNCT. BOX W/CURB INLET TOP i 1.5' EXIST. GAS METER CONC. EXIST. DRIVEWAY � S.S. M.H. EXIST. CHAIN LINK FENCE CONC. J- .---:��--�-��-----� ---- EXIST. TYPE 1 JNCT. BOX W/CURB INLET TOP O EXIST. 24" O STM. SWR. -�' -—l1-1/—n-1/u— EXIST. TYPE "H-2" INLET W/5' EXT. -!l—u—u _ _.-� � w -_.-� • + ----- m — � m O (!1 � — �. O' W T v • .v // —,� V 1/4" / FT SLOPE MAXIMUM 0.125' (TYP.) IST. 4.0' SIDEWALK ROP. 2.0' SW. ADDT ' ' � O as M _ NOTE: 4" REINFORCED CONCRETE �" 21" #5 SACK/ C.Y. 3000 P.S.I., 28 DAY W{TH ;�4 (EPDXY COATED) ®24" O.C.E.W. SIDEWALK CROSS—SECTION "A" FOR 2' ADDITION N•1:S• d PROP. 6" S.W. ADD'N ---- t/4" / Fr SLOPE MAXIMUM 0.125' P. _,__..__ PROP. 1.5' �„ iTY ) ---EXIST. 4.0' SIDEWALK S.W. ADD'N "I :'a� NOTE: 4" REINFORCED CONCRETE ;115 SACK/ C.Y. 3000 P.S.I., 28 DAY WITH �4 (EPDXY COATED) ®24" O.C.E.W. SIDEWALK CROSS—SECTION "B" FOR 2' ADDITION . " b EXIST. CHAIN I EXIST. EXIST. CHAIN I EXIST. HOG— � EXIST. HOG— � d EXIST. CHAIN I LINK FENCE ~° GAS METER LINK FENCE � i EXIST. CONCRETE EXIST. WIRE FENCE � WIRE FENCE � !'� LINK FENCE ° (EXIST. CHAIN � j S.S. M.H. DRIVE GAS METER CONC. CONC. � LINK FENCE ASPHALT ASPHALT S EXIST. 1 � � DRIVEWAY 1 I DRIVEWAY DRIVEWAY DRIVEWAY METER o i O ,,^^ !l—l! n ll1/—l111 /1—Ufl /l—ifll- LL! .i � ,..-.. s .'_' i .. w" .v ._ R+,w„'wn-�c'!s'j6k'^�.=-dw�a7=�`.s.= ��r' dQ: �=�=nv+=wq-as_cu— J.vu�`-°iai.�ou--_w—W_m._Lii.aa_ai_w w`—`w�.d,�ce�,.�w m—as �3 =ny _ - �_. -_.--- _ .L.q"?..—w " �.- �� _��_--� �--- - ---.-._.-.._.�-.. .. ... .� � . .... � ..� c. ... -___- � EXIST. TYPE 1JNCT. I EXIST. EXIST. � I EXIST. `�-�. � � EXIST. TYPE 1 JNCT. 30" STM. SWR. O U BOX W CURB INLET TOP I S.S. M.H. 30" STM. SWR. EXIST. I gOX W CURB INLET TOP � Q as+oo / � 42+00 4:+0o ao+oo ss+oo S.S. M.H. �+oo / s�+oo �++ m � I— EXIST. 24" � � (n ' EXIST. 24"—I , � � � � EXIST. —I � 1.5 I 1.5 STM. SWR. I EXIST. TYPE "H-2" 1.5 in i STM. SWR. I EXIST. TYPE "H-2'> I O 12" S.S. W W 7 I INLET W/5' EXT. � i Z z i T W 5' EXT. _ o -- I- -- - _ — o .. _. ., , ,�; _ .. .. , .• � < . .. .. � .. ...... � .. •. . ;. ,. ., . ., � - 7:L Tom'—•—�' '� ���'�T _ U n11—n a u—u--a—u—urr—a--n�u—n—ll--a—lr—n—rr---l1 989.53/!n �—u—n— 1unn u " 'n—nn a —nu n n—a—n n-11—n—u— I � ° ° ° °� ° U � �--- -----------------------------,------------� EXI � Q ------ Q EXIST. WOOD FENCE � 2 �' EXIST. SAN. SWR. M.H. TIE—IN EXIST. EXIST. WOOD FENCE 2 Q' EXIST. 36 STM. SWR. I � � PROP. 752 L.F. 2' WIDE EXIST. STM. SWR. TYPE "A" INLET ° WET ELL CONC. SIDEWALK ADDITION, REECH AVENUE L S.S. M.H. (SEE S.W. CROSS —SEC. DET. "B"), PROP. END 803 L.F. 2' WIDE NOTE: FILL—IN FROM SIDEWALK TO CURB; PROP. BEGIN 803 L.F. 2' WIDE BEGIN AT STA. 40+47, CONC. SIDEWALK ADDITION, ADD 0.5' TO WEST SIDE OF EXIST. SIDEWALK. CONC. SIDEWALK ADDITION, END AT STA. 3+15 (SEE S.W. CROSS —SEC. DET. B ), " " EE .W. CRO S-SEC. DET. "B"), STA. 40+03 STA. 35+07 FLOOD STATEMENT THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL N0. 48201C0940L, DATED JUNE 18, 2007, (TSARP). WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS. UTILITIES STATEMENT THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE —GROUND STRUCTURES AND UTILITY LOCATIONS BY UTILITY COMPANIES. UTILIITES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED U1ILITIES/STRUCTURES. "y�(P� � rE,Y911! ......................... _. RODNEY LEE StATON �: 90298•••••�••• �/ The seal=dppearing-orb this document was authorized by RODNEY LEE SLATON P.E. 90298, on °l��-Q9 SCALE: 1 "=30' a a a z c G u 0 M M H U) W z J U f- Q FROM ST. CURB AT STA. 9+72 �.v. 3+98 PROP. END 8' SIDEWALK OFFSET AT INTSECTION OF SPENCER HWY. &BAY AREA BLVD. W/ WCR STA.54+15 y�p'tE � Tfj-9��! ......................... .. RODNEY LEE SLNTON .................... q- 90298 The seal.�6p�fe�ring on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 0 o Sao zoo SCALE; 1"= 100' GENERAL NOTES CONTRACTOR TO REMOVE & DISPOSE OF VEGETATION OR TREES IN THE PATH OF THE SIDEWALK. !. CONTRACTOR TO COMPLY WITH ADA/TAS SPECIFICATIONS. 3. CONTRACTOR WILL CURVE SIDEWALK CONCRETE AROUND STREETLIGHTS WHEN NECESSARY PER STREETLIGHT DETAIL. STREETLIGHTS LOCATIONS ARE SHOWN IN APPROXIMATE LOCATIONS. STREET LIGHTS SMALL BUSH „`�li • , • �/ -":a G::. >4�d't LIVE OAK TREE (25 GALLON) PECAN TREE (25 GALLON) ®PARK BENCHW/WTR. FOUNTAIN GENERAL NOTES 1. CONTRACTOR TO REMOVE & DISPOSE OF VEGETATION OR TREES IN THE PATH OF THE SIDEWALK. 2. CONTRACTOR TO COMPLY WITH ADA/TAS SPECIFICATIONS. 3• CONTRACTOR WILL CURVE SIDEWALK CONCRETE AROUND STREETLIGHTS WHEN NECESSARY PER STREETLIGHT DETAIL. STREETLIGHTS LOCATIONS ARE SHOWN IN APPROXIMATE LOCATIONS. PROP. BEGIN 8' SIDEWALK, OFFSET AT INTSECTION OF FAIRMONT PARKWAY &BAY AREA BLVD. W! WCR STA. 5+28 LEGEND 1 STREET LIGHTS � SMALL BUSH �� f ,�� LIVE OAK TREE (25 GALLON) � I �'�. PECAN TREE (25 GALLON) ®®PARK BENCHW/WTR. FOUNTAIN PROP. PARK BENCH 8� PROP. BEGIN $' GONC. SW WATER FOUNTAIN FOLLOWS R.O.W. AT STA.10+24 STA. 9+17 PROP. 24" RCP o I � I a.a �' PROP. G.V. STA. 5+55 .. PROP. 387 LF PROP. 24" RCP 2" PVC W.L. INLET TYPE "A-4^ � STA. 8+00 FL�'F.1� 8.a •^� •:45 v.'r a. lifti w;,t {�j' p ��..• n•{;SY L"1: . • .� . °.. •. • LL. � �.... ...,.... ... .. ... 1 ::a ,. .. • . .t....: � . .... .• a .. /y a.V O:A.... ... .~. •. f.. •• �.. . �� I 6+00 p V 7+00 8+00 9+00 �" .... • �'�"' PROP. END 8' SNY OFFSET Q "` � `" � - � ' '-" "` - • O FROM ST. CURB AT STA. 9+72 ,� u_ .. .�..p ...... ... .,.... .,..._... .,.a...,, �..... ...... . .. , m.. I<. � ,,. .� - ,� x — — -' R.O.W. _ — ,I N 3 gl o t- . I � BREAK-0l1T INLET PROP. CONC. SIDEWALK F�"ROM I NANR� OUND-� a PROP. 8' CONC. �. � -d _ � .''�� SIDEWALK q. . 11 - a4 STREET LIGHT ---- STREET CURB STREETLI GN T DETAI � INLET TYPE °A-2" ___...-- � STA. 10+45 -"'-'-'�' N.T.S. PROP. 1706 L.F. PROP. 24" 8' WIDE CONC. SIDEWALK EXIST. 10� UTILITY ESMT. '� _... INLET TYPE °B-2` �� � STA. 70+45 // // /��- ��� _ � l _.--""_ — ----�— — EXIST. TYPE 'C' INLET 24" RCP (VARIABL.E LENGTH) TYPE "A" INLET (TYP.} BOUND cn � � z m o � ,� SCALE. 1"= SO' INLET TYPE °C-2" / rp, STA, 20+27 �� s a` .� EXIST. 10' UTILITY ESMT. '/ �, _ .::: - -r?.y" y'�p'C� � TF'y-9ss1 �� �*�'• *1 *; •�• ;* •RODNEY LEE SLATON ......................... ' so2sa The seal tippearing on this document was authorized by RODNEY LEE SLATON P.E. 902�8,�on �,a�.. PROP. 24" RCP - / �: O �NPG�o\/ --'''� RAP ���0 o P� F y� _ .. `• • ../// •' _/ �o� ti N F w z s Q STA. 28+76, TYPE "C" M.H. E-3 W/ GRATE TOP, STUB OUT 1-4 Ji OF 42" RCP &PLUG STA. 30+50 SWALE BREAK EXIST, 10' UTILITY ESMT. FL = 17.5� 10'X15' T.C.E. - STA. 32+29, TYPE "C" M.H. f-3 W/ GRATE TOP, STUB OUT 1-4 JT OF 42" RCP &PLUG FL = 11.59 N W Z J U N Q g ,�-�'!' / j:. //�� // INLET TYPE "8-2", STA. 26+15, STA. 27+31 TYPE "C" M.H. D-3 W/ GRATE TOP, SWALE BREAK 10'Xi5' T.C.E. STUB OUT 1-4 JT OF 36" RCP &PLUG FI- = 17.11 _ ..�� ��/ '� 10'X15' T.C.E. /'� ...:. •' `.: . � ,.. _ _... � n'ik00' ... r .�� '-•� i ,r= � .• ./ , ..- .' ... : _. STA. 24+25 _ i�a�� .: �' ...: `'. _�' GENERAL NOTES 1. CONTRACTOR TO REMOVE & DISPOSE OF VEGETATION OR TREES IN THE PATH OF THE SIDEWALK. 2. CONTRACTOR TO COMPLY WITH ADA/TAS SPECIFICATIONS. 3• CONTRACTOR WILL CURVE SIDEWALK CONCRETE AROUND STREETLIGHTS WHEN NECESSARY PER STREETLIGHT DETAIL. STREETLIGHTS LOCATIONS ARE SHOWN IN APPROXIMATE LOCATIONS. LOCATIONS ARE SHOWN IN APPROXIMATE LOCATIONS. LEGEND i STREET LIGHTS � SMALL BUSH CREPE MYRTLE (10 GALLON) ��6 '� _ � LIVE OAK TREE (25 GALLON) ,'�- PECAN TREE (25 GALLON) ®®PARK BENCHW/WTR. FOUNTAIN INLET TYPE "E-2" � STA. 28+I6 42" FL 10.39 r.;..-� • . ..... :... 31+00 �. .. ..... _ .... , .32+00 . .. ., .. _ . �.' *"�; 30+00. .m . ..3 .. ...., PROP. 715 L.F. 8' WI E CONC. SI EWALK � O CLLSTA. 32+29 2" Q 42" FL 11.58 BAY AREA B VD. DRAINAGE DITCH a PROP. 8' CONG. �. - .a : � . �� SIDEWALK q. a4 STREET LIGHT STREET CURB STREETLIGHT DETAIL N.T.S. PROP. CONC. SIDEWALK FROMINA?URA�L GROUND--� SOUTH BOUND _� 10'X15' T.C.E. +�� `� STA. 35+82, TYPE "C" M.H. G-3 W/ GRATE TOP, STUB OUT 1-4 JT OF 42" RCP & PLUC FL = 11.75 INLET TYPE "G CE STA. 35+82 42" FL 11.72 E%IST. T1PE "C INIET PROP. 24" RCP (VARIABLE LENGTH} TYPE "A" INLET (TYP.) ySP'�E °F TFkgsti+l *; � :* ....... ..... ••RODNEY LEE SIATON 90298 •••••� �• I � �, � .�"F.; _ cis r E�:° ;��: The seal ca{5pearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on q�al _®� �� o so Too SCALEI 1N= 50' STA. 37+67 SWALE BREAK 1 \ STA. 3i TYPE "C" M.H. H-3 W/ GRATE STUB OUT 1-4 JT OF 42" RCP & "_t \\ FL �\ '.. � _ of � CITY OF LA PQRTE DwN: JR A F � o� PLANNING DEPT.ENGINEERING DIV. n CK'D: RLS 604 W. FAIRMONT PKWY. >>� LA PORTS. TEXAS, 77571 281-471-5020;FAX:281-470-5005 APP'D: RLS e - SIDEWALK STA. 22+46 to STA. 39+62 1 "=50' FEB. 2009 pro ject No.: 2009-5201 SH33 N M f a• a _ �/ PROP. 8' CONC. �. -d : � SIDEWALK q. ad �+77, . TOP, STREET LIGHT 'LUG -•— STREET CURB 11so LEGEND t STREET LIGHTS GENERAL NOTES :,5' T.G.E. STREETLIGHT DETAIL 1. CONTRACTOR TO REMOVE & N.T.S. DISPOSE OF VEGETATION OR � SMALL BUSH TREES IN THE PATH OF THE SIDEWALK. \ STA. 37+67 / BEGIN VPI SWALE INLET/�� 1 2� � e ._ \0'X15' T.C.E. STA. :77 4ptpQ �. '�• a. 42" FL 1:88 \ M +CO ¢7 M p �. w z J U ��Y � RF,� - e� �D STA. 41+02, TYPE "C" M.H. i-3 W/ GRATE TOP, STUB OUT i-4 JT OF 42" RCP &PLUG FL = 11.00 �INLET TYPE "I-2" � STA. 41+02 \FL 10.99 R��'/h\ SOUTH BOUND \ \ �.. \..\. ., Row >.o � ' `".C.S � t \� o�� � Ln U N � m CREPE MYRTLE (10 GALLON) 2. CONTRACTOR TO COMPLY WITH ADA/TAS SPECIFICATIONS. ��,� LIVE OAK TREE (25 GALLON) 3• CONTRACTOR WILL CURVE '�`r-�. - SIDEWALK CONCRETE AROUND STREETLIGHTS WHEN NECESSARY PER STREETLIGHT PECAN TREE 25 GALLON ( ) DETAIL. STREETLIGHTS LOCATIONS ARE SHOWN IN APPROXIMATE LOCATIONS. ®•PARK BENCHW/WTR. FOUNTAIN STA. 44+75 BEGIN VPI SWALE \\ FL = 18.20 _, �\ PROP. 1733 L.F. • � �'•��.••;; �� 8' WIDE CONC. SIDEWALK pp�-., .::..., . .:� . 2 �-� •" "=• \�• PROP. END 8' CONC. S/W • "�•�:. - � •. ''•.,,.. STA. 46+72 STA. 46+72 FOLLOWS R.O.W. AT STA. 49+22 "•'•%'•�.. _'`•PREP 24" RCP y ' '• TYPE "C" M.H. J-3 W/ GRATE TOP, PROP. PARK BENCH & '=��� : •. EXIST. 10' UTILITY ESMT. 4S' - • :.vt-.,,. -�.S7� BOUT 1-4 JT OF 42" RCP &PLUG '`po''"� �� ''•rs.. R = i'2.41 _.__ WATER FOUNTAIN J, _•• .� � � �."'`=.: '•.c.s:�: 1. •... _ ._'.—.— •.-.:.; � •� :.�.. _"----- _____---- STA. 49+57 STA. 50+75, �, ' ` `• - �'" ' TYPE "C" M.H. K-3 W/ GRATE TOP, • .� •+0 , . INLET TYPE "J-2 �•� 0 � ..,,. � STA. 46+73 ♦!!® • • � � _ •:�•.:•. 3 ••: — _ � '' .: ;:• 3 STUB OUT 1-4 JT OF 42" RCP &PLUG FL = 12.45 ,,. 42' FL 12.38 ® • ..4�+� � !� �� `" ::. o 1�" ' . d I 10 X15 T.C.E. INLET TYPE "K-2" rE STA. 50+75 ... � � �® � � • 0' L------• — — 42" FL 12.44 _—R.S�.10L- .. .. ... - ... � �.... — .. _.. .:,: 'A. fit. t'. .......... M.H. Ji'� STA, 46.50 FL n.64 X4'BOX STA. NORTH BOUND \\ ... „ .. .. .. - ..:.. . _ ,.......: .. ... .....,. ... . . . .. . ., . ........ \ _ — `\ �, 3 O ---------- - PROP. 435 LF 2" PVC W.L. SCALEI 1"= 50' PROP. - 24" RCP INLET "L-2" STA. 53+74 FL = 14.35 R.O.W. � 3 3� K v~i JG w *: �'��'•�'ys *1 ......................... RODNEY LEE SLATON _ 90298 ,�� me sear -appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on �'� �- B � PROP. G.V. STA.53+98 >' � PROP. END 8' SIDEWALK, � OFFSET AT INTSECTION OF SPENCER � HWY. 8 BAY AREA BLVD. W/ WCR _ � STA.54+15 wo � N Z Lu a 10.00' 1.00' 10.00' 1.00' MIN r a in O N N U (] 0 N O N� 4L g O N x 6" PARKING LOT PROP GROUND 3:1 MAX SLOPE (SLOPE VARIES) 2.50' #3 BAR © 12" O.C. #3 BARS�18"O.C.E.W- PROP 5" THICK CONC. HIKE AND BIKE PATHWAY TOWARDS STREET 2% COMPACTED TYPICAL CONCRETE SECTION NTS 8.00' PROP 5" THICK CONC. HIKE AND �3"R BIKE PATHWAY NATURAL GROUND -` - ;� PROP GROUND � 3:1 MAX SLOPE (SLOPE VARIES) t2' TYPICAL SECTION EAST OF SH 146 36" �>: 1/4" OR PER BRIDGE MANUFACTURER BRIDGE ���. �� a.' �•. .. , a. :. . 1 /4"RAD. (TYP.) - FAIRMONT PARKWAY EASTBOUND 18" LONG #5 DOWEL ®12" O.C. 8" EMBED W/EPDXY GROUT 4-1 /2" ::::;•:;f;4: .••� ; ..� . •:a' '..• � CONCRETE COMPACTED SAND \�� ���� � .' d: � � � ' ABUTMENT 8" � 8" �'• :�'i:� C` #3 BAR 68" LONG PARKING LOT PROP 2" THICK ASPHALT HIKE AND BIKE PATHWAY TOWARDS STREET 2� 2� �:: '.;::, �,: 8" CEMENT STABILIZED-� LIMESTONE BASE PROOF ROLL &COMPACT EXIST SURFACE 2.50' TOC= �15.66 6" CURB PROP GROUND ®3:1--� �4 CONTINUOUS BAR COMPACTED SAND SITE VARIES TYPICAL ASPHALT SECTION NTS 5.00' PROP 5" THICK CONC. HIKE AND BIKE PATHWAY -3"R /--EC=14.73 2�9�' PROP GROUND ®3:1 f'c=3000psi C� 28 DAYS (TYP.) SLOPE 1/4" PER FOOT (MAX.) 3" (TYP.) ... .,: . . 1.00' 1.00' wz zd Qw v� m� 4.00' NATURAL GROUND 40'-0" (MAX.) I V —V i V —V (MAX.) (MAX.) TOC=13.92 -G=13.46 FAIRMONT PARKWAY EASTBOUND 1/4"x1/4" HAND TROWELED GROVE (MAX. 10 FEET ON CENTER) [o a 1'-6" JOINT MAX. 40 ON CENTER ( ) 1'-6" 1 /2" JOINT SEALANT .. o Q d• �. a a � a de' 'Q . a . a. #3x3'-0" DOWELS �18"O.C. (SLEEVE 3 4" RAW®®p OR. AS?NALT !t/►��•�b• ONE SIDE) �� �� �D�,i��A� NOTE: EXPANSION JOINT W/ DOWELS IS REQ'D. AGAINST ALL WALKS AND CURBS. aY;�ll� 6 8 ®Y.®. �.'.'. �d v Q G •O' d •. d � Q . C � � � � �d Q' d' ~ii� �� •��� �T���=� r��j • • I�LII�T=��I���RS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 �p'(S OF �ktl++ �% � .''' "cif` � r r * . ....... *. , / EMMANUEI DE PAU / /� 82627 �� �'' r ttt��k�NA1. Huitt-Zollars inc. Firm Registration No. F-761 SURVEYED BV: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_XSEC_01.dwg EDP OWNER/CLIENT: CITY Of LA -PORTS 804 WEST fAiRMONT PARKWAY LA PORTS, TX 77571 (281)471-5020 FAIRMONT PARKWAY SHARED USE PATH ShDEWALK DETAILS AND CROSS SECTIONS DRAWING SCALE SHEET NUMBER HORIZ: As Noted �� OF VERT: N/A FOR REDUCED PLANS ar v. aLi ai oa�io� L Ot a_ :n o ��� v: O L_ •- c3�E L co mmvL_ m :n + v- com •- a v: v:L:nc c � •- •- w ate+ +- cn T C v c'I- � xvoa� a� L = oo� v- •- m a� � � +L- o a�i °E o>v TX C"v .n H O U L ��oo C L � �o++_ > v L � U L U •- T ._ } � "a •- U ac-a� L •- •- �. vx� L � T m U O C C C �va- U O N O L TC� ++ou Coco o��:n � �+ ��3vE W7 WL �mz°oo a .c U~=�0 N cn + o .c �, o x + o a �- o aBi ::: _.. _.. �.. 6"x 8"x 14" Treated Do not use Wood Block Washer between Bolt 5/B" Button Head Head and Post Boit with Rail Element Nut & 1 3/q "0. D. __ Washer(See General Note 3 ) . T/B " D i a. hole in post & block. Front slope break Varies 2'-0" TYP i I I I I I I I I Edge of shoulder I or widened crown. I I I I I I I i I _ i TYPICAL POST a0 = N L N '�' rn c w J v c 0 I t° c M c 0 m O d v 0 3 v c 0 o: v o - .,, , L I I � I I - I I M I I � I I I I I �„ titan D t0 WOOD BLOCK TO Toenail with one 16d Ga I v, prevent t WOOD BLOCK TO RECTANGULAR WOOD POST Note: See Rail Splice Detail for the required hardware. 61/q' 18" min 6'• i �31'i �'�- / _ ti �>' =v , ,� ;i r � - �' N 3 (/4 �� 1 O " � 3�4 , 1 " x 11/2' — ___= Guard Slotted - =Na Roil Holes m I � �. „ � W d W6 X 9. 0 or W6 x 8. 5 WOOD BLOCK TO STEEL POST - Permissible square punching guide hole, 5/B" max.(Typ.) 13' - 6 )j2' 6' - 3" I 6' - 3" 1" � I 3 (/8' 9 (Mln.) oo Block Steel Post Fill Depth Steel Post � Connection to 3/B„ culvert slab fuse when there 3/B„ is less than - 44" cover over 5/B"x 10"x 6" culvert slab) (ASTM A36)Plate Slab ° Holes � Post(s> may require field modifications to ensure 3/4'dia. (ASTM A307> Bolts w/Washers proper guardroii height. Bolt length = slab + 2" Field �/q"x 6"x 8"(ASTM A36) clip topside washers if Steel Bottom Plate necessary to c I ear we I d. (15/, fi' Ho I es> Direction of bolt p I acement i s upward. � LOW F ILL CULVERT POST FOR USE ON NON -BRIDGE CLASS CULVERTS ONLY ROUND W000 POST I = I o m 29/32 � x 1 �)/g" $ I otted - - C� - � ® � `o Holes (Typical) � Q , � � � °D `� 9�I � I � 1/4�4yq� 2�� �q"x 2 I/2" Slotted Holes (Typical) ELEVATION 12 %2'tNOM.) W-BEAM SECTION 25 foot sections may also be supplied (See Generai Note 2) MBGF length of need (L) ,� '�'� Terminal Anchor Section (TAS) 25' _3„ (See Options Below) ulrecTlon oT � � TERMINAL ANCHOR SECTION t TAS) Adjacent Traff i c Terminoi anchor sections ore only for downstream use, when located outside the horizontal clearance area of opposing traffic. Provide 4 additional �q" holes in end of terminal rail section 8 � 5/B"�/x 2" hex bolts with nut and 1 7q "x 3"x 3/6 " p I ate washe� t3/6' Ho I es �.-y- W-Beam Rai i sP• 2„ Top of o 2'� �'3'" 1�" � 2 1 i � 3�/2� ro _ _ _ - � ���� W-Beam w i th i ®�, standard splice ®+ connection a � : o - ®_ _ - A:� A:: i 1(/2� 1 1 �2� o, F i n i shed 70 � of 4 /4 4 �� o o 4 �"-'� 4 0 0 0 ° t. °°, Term i na I Grade Max. (/2�� 3/16' Connector Max. Max. t/4u Top of 11 ° , q ,o °' � � � ( See deta i I ) �� c °' °� F i n i shed II E •- c o v Post Bolt L Varies lice Bolt L 1 I/a " or 2" /��1, Ova I Shou I der / I IT1TiTi11 �5/B „ Button Head ��It��llll1 BUTTON HEAD BOLT (See General Note 3) ii .N o Grade II v L 6"x 5/B "x 6" min. II - L `~ x 16 �q" bent to 70° I � a,� W8 X 18 4 � 1" Dia. � �`� or 2 R s 6"x 5/6"x16 �q" W8 X 18 = o (2'-4" min) I �, I Holes for T/B" x 2" � N o Note: Terminal Connector to be welded to 70° or 12" -� (2 4 min) -,r-� it N used with terminal anchor x 5/6 " x 16 %q " p I ate 11-�I Hex Bo I is w i th Nut and post options 2. bent to 70° 1 3/q 0. D. Washer. 10 Ga. OPTION tt) Note: This anchor post requires four additional %q holes OPTION t2) T (shop or field) in the rail member with eight 5/B" hex Note: This anchor post requires the use of the 10 ga. T 3" - o O - �w bolts with nut and plate washer. terminal connector with four T/B" hex bolts with nut and washer. 2'-6" ° V di° S II II ° II II n it it it II o II it I II II in II II �—r—� Terminal Anchor Post TERMINAL ANCHOR POST OPTIONS of (See General Note 11) Directi; ro�1 4 � 1" Dia. terming Terminal Holes 2" 4" 4" Notese � Anchor Post E i ther concrete anchor may be used „ - > a °o°°a with either post option above. - 18 dia. round No construction joint is allowed by 5'- 0" deep in the concrete anchor. _ or 16" square Terminoi rail may be bolted to v by 5'- 0" post and in twist position prior Deep Anchor to placing concrete anchor. `� If concrete anchor is precast, the area should be compacted as directed by the Engineer, when placed in the field. - TERMINAL CONCRETE ANCHOR OPTIONS (See General Note 11) 30" square x I I I I ✓ 2' - 4" deep I I I I or 36" d i a. I I i I round (min. ) I I ( by 2 � - q �� � - _ it Deep Anchor °°a o, io „ c v ° Place face of post � approx. on CL of anchor \ N +l M II/ N M I 7 I/q �� g ,,, 29/32 � X 1 �B �� 4 I/q " 4 I/q " S I otted Ho I es. (See Note 3 I I for hardware) — (J —0— I I — O— —©- -I— I —©— o- -O— O— �2 �2"x �4" Slotted Hole TERMINAL CONNECTOR For connection hardware to concrete rails, see the MBGF transition standards. _ 12 �/2 " 2 ", 41/4 " , 4 )/4 " 2" RAIL SPLICE DETAIL GENERAL NOTES 1 � 5/B " Button Head Post Bolt with Nut and 1 �q "0. D. Washer. (See Generai Note 3) Direction of Adjacent Traffic 5/B" Button -Head ice Bolts and Nuts :e General Note 3) 1. The type of post (round wood post, rectangular wood post, or steel post) will be shown elsewhere in the plans. The exact position of MBGF shall be shown elsewhere in the plans or as directed by the Engineer. Steel posts to be galvanized in accordance with Item 445, "Galvanizing." 2. Rail element shall meet the requirements of Item 540,"Metal Beam Guard Fence" except as modified on the plans. The Contractor may furnish rail elements of 12 %2 or 25 foot nominal lengths. 3. Button head "post" bolts (ASTM A307) shall be of sufficient length to extend through the full thickness of the nut (ASTM A563) and Type A (1 3/4" O.D.)washer and not more than 1" beyond it. Button head "splice" bolts (ASTM A307) are 5/$" x 1 I/4" (or 2" long at triple rail splices) with a 5/8" double recessed nut (ASTM A563). 4. Fittings (bolts, nuts, and washers) shall be galvanized in accordance with Item 445, "Galvanizing." Fittings shall be subsidiary to the bid item. 5. Crown shall be widened to accommodate the Metal Beam Guard Fence. 6. The lateral approach to the guard fence, shall have p slope rate of not more than 1 V: 10H. 7. Unless otherwise shown in the plans, guard fence placed in the vicinity of curbs shall be positioned so that the face of curb is located directly below or behind the face of the block. Rail placed over curbs shall be installed so that the post bolt is located approximately 21 inches above the gutter pan or roadway surface. 8. If solid rock is encountered within 0 to 18" of the finished grade, drill a 22" dia. hole, 24" into the rock, or drill two 12" dia. front to back overlapping holes, 24" into the rock. If solid rock is encountered below 18",drill a 12" dia. hole, 12" into the rock or to the standard embedment depth, whichever is less. Any excess post length, after meeting these depths, may be field cut to ensure proper guardrail mounting height. Backfiil with a cohesionless material. 9. Posts shall not be set in concrete, of any depth. 10. Special fabrication will be required at installations having a curvature of I ess than 1 50 ft. radius. 11. The terminal anchor section (TAS) post shall be set in Class A concrete (unless otherwise shown in the plans) in accordance with Item 421,"Hydraulic Cement Concrete." Concrete shall be subsidiary to the bid item requiring construction of the terminal anchor section (TAS). Terminal anchor post to be galvanized in accordance with Item 445, "Galvanizing." 12. Unless otherwise shown in the plans, a composite material post and/or block that meets the requirements of DMS-7210,"Composite Material Posts and Blocks for Metal Beam Guard Fence" may be substituted for posts and/or blocks of similar dimensions. The Construction Division, TxDOT maintains a Material Producer List (MPL) for producers of materials conforming to DMS-7210. Only producers on the MPL can furnish composite material posts and/or blocks. 9�.� ,�(F �r: '�.� .�EN1MaN!lEi..�E PAU -ai _ 82627 e;x. -- -�� �., �) / � Texas Deportment of Tronsportotlon Deslgn Dlvlslon lRoadway) METAL 6EAM GUARD FENCE ® ® i � J FILE: mbgf09. dgn DN: AM cK: AM Dw: gp cK: © TxDOT JULY 1994 DIST FEDERAL AID PROJECT SHEET REYISIONS 36 / 49` COUNTY CONTROL SECT JOB HIGHWAY. a� U. — L. i- N N o�o� i o i- d o cn +�°+ o, ° s_ •- L3'OO a�mvL. oo+w coon •�a� � c � •- •- w a.c + i- - vcwai zoom o L F—L C = oo=n y- •- m � �� +ONE o>v .OF- O� �v>,°o a� � o Lm++_ > O L � ��� a�i e s_ :O •— T ._ .� + "a •— U �c-a1 �- •- •- L OY� L. -° •- o CTU3 U °ccc �°a woa`�iN .0 T�� ++o� Coco oL�n�n i✓ � +- ��37E w7 tAi_ � O U O mz °v- � tL- . t- L. c� = o m +o� H U x+ o a l- o 0 w e J d N_ O w W J in MBGF length_of need Guardrail 60G � End payment for terminal installation (EA) begin payment for standard metal beam rE guard fence (MBGF)(LF) Standard O O MBGF posts) g'- 3" I 6'- 3" 8 Oval Shidr. button head 5/B" x 1 I/q" HGR splice bolts 3360E & nuts 3340E 8 �� x 5/B �� x 8 �� Cable Assembly 3000E Bearing R 782E Angle Strut 33875E Guardrail exit Cable anchor 704A slot away from traffic Terminal 995A Guardrail 62G 2'-1�2�� 2-Object Markers on front face 6018E -Right 60198 -Left TRAFFIC Do not attach rail to post O. This applies to this "wood" post design. 6' - 3" � 6' - 3" �-FE -' Wood post 3/e" x 4" I 41478 Lag screws I B A I 2-Object Markers i on front face i r k # f 1 + ► { t �� � � i 66688 II II II II IJ 1"Hex nut 3910E & washer 3900E each end Finished Grade-. $"x 5/8 ii x Bn Bearing R 782E 1 I/8 �� D hole 50' Standard Installation 6' - 3" � 6' - 3" 8 Oval shidr. button head 5/e x 1 �/q HGR sp I i ce bolts 3360E & nuts 3340E II II II �� �a �a II II II II II II IJ IJ IJ Wood post 41478 Pipe sleeve 705E I/ „ BCT cab I e Ass'y. 3000E Angie �— Strut 33875G � %q" x 9 �/z" Long 5148E Hex. hd. bolt & HGR nut 3704E - ® with 2 washers 3700E Steel tube 724E u BEARING PLATE PARTIAL VIEW AT POST #y Note: Site Conditions) Site conditions may exist where grading is required for the proper installation of metal guard fence and end treatments. MBGF or MBGF Transition MBGF(TR)(Shown),(See Standards) PLAN 6`- 3" � 6'- 3" �-}-E - � _ C I I �� I I Finis I I Grade IJ TYPICAL ELEVATION (TYPE I) (See Section B-8 for Post and Tube> (See Section C-C for Post Only) 71/2�� 5/B�� x 10" Lon HGR bolt 3500E with HGR Hex. nut 3340E & (1 ) (Washer 3300E under nut) __�� 5/e" x 1 8" Long —J HGR bolt 3580E with HGR Hex. nut 3340E & (1 ) (Washer 3300E under nut) J'" SECTION A -A (at post 2) � Finished _ Grade -5/8�� x 7 I/2�� Hex. Hd. Bo I t _ & Nut 3478E Steel tube 741E C Wood post 4147E �Toe nail �Wood block 4075B 5/B" x 9 %2" 3497E Large Hex. Hd bolt & nut 3340E (No Washers) SECTION B-B (Typ. at Posts 3 thru 8,Type II & III) 25' at 25:1 FlOre rate DETAIL A Placement at curbed locations (See General Note 4) 0 II II II II II IJ A IJ I 3000E I I Cab I e I I Anchor I ( 704A Angle I Strut I I 33875G IJ 3/q" dia post hole with 5/B" x 18" 3580E bolt & HGR nut 3340E 1 5/e " 0. D. washer 3300E under nut on I y Wood Block 40756 8 Deep beam guardrail Wood CRT Post 40636 Finished Grade 31/z" dia. breakawa holes r- N SECTION C-C Face of (Typ. at post on I y positions) ourb 5'-0" 50' Approach Grading c �E 0 a N r Approach grading may be decreased or eliminated. As directed by the Engineer. �2' -0 ° ,� � DIRECTION OF - ° m Edge of pavement TRAFFIC � � � Approach Grading N o o (1V : tOH or Flatter) Approx. 105 feet. Adjust grading width accordingly when less than a 2 ft. offset is used. (2 ft. offset "option" shown) Approx. 5'-10"• (Minimum MBGF "Length of Need" shown) GRADING aT GUARDRAIL END TREATMENTS GENERAL NOTES 1. The Type of SGT unit will be specified elsewhere in the plans. Numbers in circles indicate post position. The Type of SGT unit chosen is a maintenance consideration and does not affect the systems performance. Post & Tube Options Post Only Type I Posts 1 thru 2 Posts �3 thru Type II Posts 1� thru 4� Posts Q thru Type III Posts Q thru ® None 2. SGT's placed within the "minimum" 150 ft. radius, shall be installed straight. Standard rail elements may be installed within the radius, without special fabrication. 3. All bolts, nuts, cable assemblies, cable anchors, steel tubes & bearing plates shall be galvanized. 4. At non -curbed locations, a flare rate of 25:1 may be used over the first 50 ft. of the system to prevent the terminal head from encroaching on the shoulder. The flare may be decreased or eliminated for specific installations, if directed by the Engineer. At curbed locations, a flare rate of 25:1 shall be used beginning at post number 5 and ending at post number 1. 5. The steel tubes shall not protrude more than 4 inches above ground. Site grading may be necessary to meet this requirement. 6. The steel tubes may be driven with an approved driving head. They shall not be driven with the wood post in the tube. If the steel tubes are placed in drilled holes, the backfill material must be satisfactorily compacted to prevent tube settlement. 7. If solid rock is encountered. See the manufacturer's installation manual for the proper installation guidance. 8. The breakaway cable assembly must be taut. A locking device, (vice grips or channel lock pliers) should be used to prevent the cable from twisting when tightening the nuts. 9. The wood blocks shall be "toe nailed" to the rectangular wood posts to prevent them from turning when the wood shrinks. 10. For curb installations, the soil tubes and posts shall be installed at the proper ground elevation behind the curb. The posts will then require field drilling new holes to accommodate the rail to post connection bolt to maintain the proper height of the rail above the gutter pan. The excess post length above the rail will be removed if directed by the Engineer. 11. An object marker shall be installed on the front of the impact head as detailed on D&OM (VIA>. 12. A special site evaluation should be considered, prior to using this end treatment where there is less than 25 feet between the extrusion side of the end treatment and any adjacent driving lane. 3/q" dia. hole I i R = �I c � r.. 6, 6 WOOD BLOCK 40758 %4" di hole 2 I/2 " d i hole � � TI I y R �i � �I / %e" dia. hole BILL OF MATERIAL Code # POST & TUBE OPTIONS DESCRIPTION Type I Ot Type II Ot Type III Oty. 62G 1 1 1 #1 Deep Beam Guardrail (12 Ga) at 25' 60G 1 1 1 # 2 Deep Beam Guardrail (12 Go) at 25' 724E 2 2 2 Steel Tube - 6"x 8"x 72"x %e" min 741E 0 2 6 Steel Tube - 6" x 8" x 54" x I/8" min 41476 2 4 8 Wood Posts - 5 %2" x 7 %2" x 45" 40636 6 4 0 Wood CRT Posts - 6"x 8"x 72" 4075E 6 6 6 Wood Block - 6"x 8"x 14" 705E 1 1 1 Pipe Sleeve - 2" std. pipe x 5 �/2' 782G 1 1 1 Bearing Plate - 8"x 8"x 5/B" 704A 1 1 1 Cable Anchor 3000E 1 1 1 Cable Assembly (%4" x 78") 33875E 1 1 1 Angle Strut 995A 1 1 1 ET-2000 Plus Guardrail Terminal HARDWARE 5148E 2 2 2 %y" x 9 %2" Hex Hd (Top of tubes 1&2>A325 3300E 7 7 7 5/B " Washers 3478E 2 4 8 5/B " x 7 I/2" Hex Bo i t 3500E 1 1 1 5/B" x 10" Post Bolt (Post 2 of LET) 3580E 6 6 6 5/s° x 18" HGR Post Bolt (posts 3 thru 8> 3360E 1 6 16 1 6 5/e" x 1 I/q" HGR Sp I i ce Bo I t 3340E 25 27 31 5/B" HGR Nut (16-spl 7-posts) 4228E 2 2 2 3/B" x 4" Lag Screw 3910E 2 2 2 1" Hex Nut (Anchor Cable) 3900E 2 2 2 1" Washer (Anchor Cable) 6018E 2 2 2 Right - Object Marker (t2" x 12") 60198 2 2 2 Left - Object Marker (12" x 12") 3700E 4 4 4 %4" Washer 3704E 2 2 2 3/4" Heavy Hex Nut 3497E 0 2 6 5/B" x 9 %2" Hex Hd (Top of Tubes 3-8>A307 j �-Bottom of Texos Deportment of Tronsportatfon post ���� a� � �� �� , Design Division lRoadwoy) A l l measurements shou I d � ,,,e,,,,,,,,:` ��� S I NV`L E G'UAR'ORA I L T ERMINAL be taken from bottom of posts. � E�IMANUEI_ DI PA WOOD POST �...°e.....,1)z�z7.. g tET-2000 PLUS �� �� ����������• �� t WOOD POST � 4147E ����������� / �.q POST & TUBE OPTIONS ;�¢� ; g. SV T � 7 � - 09 Type I Posts Q thru Q �� ��g• , Type I I Posts 1 thru 4 FILE: sgt709. dgn oN: MAM cK= MAM DW= BGD cK: Type I I I Posts 9Q thru ® ©TxDOT APRIL 1997 DIST FEDERAL AID PROJECT SHEET REVISIONS 37 / 49 COUNTY CONTROL SECT JOB HIGHWAY PEDESTRIAN RAIL COMBINATION (TRAFFIC/PEDESTRIAN) RAILING A.,,�_._ �,�. V 1Y TYPICAL TWO- WAY ROAD N.T.S. �r,1 w7P�li 11V1V � n WITH LOW PEDESTRIAN VOLUME N.T.S. 2'—O" ROADWAY WIDTH 2' SHOULDER TRAFFIC RAIL COMBINATION (TRAFFIC/PEDESTRIAN) RAIIING— FAIRMONT PARKWAY MEDIAN CURB (EASTBOUND) .•,�. 1/4IN/FT ---�--- DATE n SECTION ,. N.T.S. �n1 �J1'�l� 11V1V N.T.S. 4., SIDEWALK FACE OF PIPE RAILING 1 /4 IN/FT PEDESTRIAN RAIL ATION (TRAFFIC/PEDESTRIAN) PEDESTRIAN RAIL fiON (TRAFFIC/PEDESTRIAN) :: s• 1 1. IN ABSENCE OF A STUDY THAT SPECIFICALLY ADDRESSEES PEDESTRIAN VOLUMES, INDICATORS OF HIGH PEDESTRIAN VOLUMES INCLUDE EXISTING AND/OR PROPOSED SIDEWALKS OR EXISTING FOOT PATHS IN THE IMMEDIATE VICINITY OF THE PROPOSED BRIDGE. 2. IF THE USE OF THE COMBINATION (TRAFFIC/PEDESTRIAN) RAILING AT THE INSIDE FACE OF SIDEWALK (AS SHOWN IN SECTIONS "A" AND "C") WILL CREATE SIGHT DISTANCE PROBLEMS AT A NEARBY INTERSECTION, A TRAFFIC RAIL MAY BE USED IN UEU OF THE COMBINATION (TRAFFIC/PEDESTRIAN) RAILING. 3'-6" t._O.� �s® 6'—O" i L c a� n n n r r WINGWALL SEE NOTE 72, SHEET 7 FOR CONNECTION INFORMATION FOR RAILING I�;� COMBINATION RAIL EMMANUEL DE PAU� .,.,� ...... ................. �,�. a2sv .�:�� 2'-6" ������������,,,������"""������"""���t�.—O.� �'/ 5 ® 6"O.C. E.F. /_1�:7:Z�1:C�7:�9A\ci CONCRETE WALL $.. VARIES VARIES VARIES t'—O" # 5 ® 6"O.C. E.W. �/ 5 O 72"O.C. E.W. WINGWALL—SECTION A —A /% 5 ® 6"O.C. E.W. MATCH ELEVATION OF EXISTING GROUND/SIDEWALK t .—O�. ROADWAY FLEX —BEAM RAIL SECTION AT APPROACH SLAB* N.T.S. * TO BE USED AT SECTION "A" AND SECTION "C". LOCATION OF CONCRETE WALL SHALL COINCIDE IMTH LOCATION OF RAILING AT INSIDE FACE OF SIDEWALK ' Huitt—Zollars Inc. Firm Re9lstratton No. F-767 DDE xo: CND BY: FlV; NAME D.W. HC�Qo-B-2000 scue � xa N.T.S. Frar�lt Ma 49 C/L INT. EXPANSION JOINT AT INTERIOR BENT 3' TOP OF PIPE ?'-3" Min. CONC. SLAB o v. EDGE OF SLAB � �M 1 " �r— ®il EDGE OF SLAB WASHER &HEXAGON HEAD NUT e ° d 0 a 4 II 'II II°a ll II a '. d l I, dl h. ' ..� . o a d C dQ d Qa° d � Q a TACK WELD (TYP.) PEDESTRIAN RAIL 2" STD. WT. PIPE (Min.) TRAFFIC RAIL »SEE SCHEDULE FOR REQUIRED PIPE SIZE •TACK WELD NUTS AND WASHERS. d Cd c�, .\°d' .a' �- 5 � 3/4" BOLTS C d. d TYPICAL FRONT ELEVATION OF RAILPOST SCALE: 1 1 /2"=1'-0" 2 1/2" x 1/4" WASHER {'L's �. v o. v TYPICAL SPAN -ELEVATION SCALE: 1"=1'-O" —SEE BRIDGE LAYOUT FOR LENGTH OF SPAN — BASE PLATE (TYP) 1/2" (Min.) TYPICAL SPAN -ANCHOR BOLT PLAN SCALE: 1 "=1'-O" F I I x i+� i CONC. SLAB i� N e 2 1/2" STD. WT. PIPE SLEEVES (Min.) FOR PEDESTRIAN RAIL 8" RADIUS r1/2" PLATE 1/2" PLATE (TYP) 1 /4 -� 8" LONG SLEEVES SEE SCHEDULE FOR SIZE t a v p A o a ., .. � I - .I I. � v a v . v . c Q � a a v d..o'. v o a d TYPICAL SECTION THRU RAILPOST SCALE: 1 1 /2"=1'-0" 31 (Min.) 5 � 3/4" BOLTS x 10" (Min.) V. BASE R DETAIL SCALE: 3"=1'-0" PIPE END DETAIL SCALE: 3"=1'-0" 'OP OF VINGWALL ABUTMENT SENT --�- APPROACH SLAB EXPANSION JOINT AT ABUTMENT EDGE OF SLAB• 1'-3" GENERAL NOTES 1. PIPE SHALL CONFORM TO ASTM A53 GRADE B. STEEL PLATES SHALL CONFORM TO ASTM A36. BOLTS, NUTS AND WASHERS SHALL CONFORM TO ASTM A307. 2. PIPES AND PLATES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. BOLTS NUTS AND WASHERS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153. 3. DAMAGED GALVANIZED COATING SHALL BE REPAIRED WITH AZINC—RICH PAINT. 4. THE PIPE SHALL BE FABRICATED TO LENGTHS SUCH THAT THE PIPE ENDS WILL BE LOCATED INSIDE THE PIPE SLEEVES. ALL JOINTS SHALL BE BUTT WELDED. EXPOSED PIPE ENDS BETWEEN THE RAILPOSTS WILL NOT BE ACCEPTED. 5. AFTER FINAL ADJUSTMENT, BURR THREADS AND TACK WELD NUTS AND WASHERS. 6. DETAILS SHOWN APPLY TO PROJECTS WITH A CURB PROJECTING 9" OR MORE FROM THE TRAFFIC FACE OF RAILING. SEE AASHTO SECTION 2.7 FOR REQUIRED MODIFICATIONS FOR OTHER CONDITIONS. � INTERIOR BENT SEE SCHEDULE FOR REQUIRED SLEEVE SIZE 1 2" 1 2" SEE SCHEDULE FOR HORIZONTAL PIPE SIZE I I I I -0R 3/4" BOLTS -------- -�---�- -'-'-- — � OF �P ............-',�,11 *:� '�.. *: '•1 EMMANUEL DE PAU 9'. 82627 i,a Huitt-Zollors Inc. Firm Registration No. F-761 SPLICE DETAIL AT INTERIOR BENT SCALE: 3"=1'-O" NOTE: ONE SIDE ONLY 1/4 SCHEDULE OF HORIZONTAL TRAFFlC RAIL RAILPOST REQUIRED REQUIRED SPACING PIPE SIZE SLEEVE SIZE (Max.) (Min.) (Max.) 5'-2" 3" STD. WT 3 1/2" SCH. 10S O.D.=3.5" I.D.=3.068" O.D.=4.00" I.D.=3.75" 7'-2" 3 1/2"' STD. WT 4" SCH. tOS O.D.=4.0" I.D.=3.548" O.D.=4.50" I.D.=4.25" 9'-8" 4" STD. WT 5" SCH. 80 O.D.=4.5" I.D.=4.026" O.D.=5.563" I.D.=4.813" OFANN BY: 91EET D'�PON: JOB NQ r_FAD/�MDA�( COMBINATION RAILING DETAILS 1 D.W. 1 � �,E ur���_Mrv� nu: xa SHT NQ 3 T�tvi �lae Top k'oGF TYPE 1 PERPENDICULAR CURB RAMPS �{� f Street Pftch 1 Planting or other y y non -walking —3►y�= surface >,>.� �ondfn9 e glop ClOSS 1:50 .v .yy TYPE 2 ►AOX Mir omP .v •y y„ y.v (',Urb Kp,nr ,:,2 TYPE 3 PARALLEL CURB RAMPS Perpendicular to the Tangent of the Curb Radius and Contained in Crosswalk Planting or other non -walking surface yy .._ CROSSWALK TYPE 10 Ramp sidewalk Wide sidewalk TYPE 11 W W W rOr�O W W W W ,• W W W W W W ,► ,y bye W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W .•••'♦.. 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WWWWWWOr/p`/ W WWWWW TYPE 12 Apron offset sidewalk TYPE 7 Ramp Limits y y y y of Payment y y " '• �� y y y y� y handing 2`,�M= .v �yy y y y • S� walk Cross slope not to exceed 2% on any portion of ramp or transition to street. 4' Ramp Width DIRECTIONAL RAMP WITHIN RADIUS (Sidewalk set back from curb) y y •. y •yvy ���0 ��i• y JO` \O� y y y (`Q 5 ,r y y y y y y a y yy ,i?�� W W W W W W WO ♦ W W W W W W W W W W W W W W W W W W W W W W W W W W V W W W W W W W W W W W W W W W W TYPE 10 Ramp Limits of Payment Setback sidewalk y y�y „ handing ar Planting or other non -walking surface TYPE 13 Sidewalk Cross slope not to exceed 2% on any portion of ramp or transition to street. 4' Ramp Width DIRECTIONAL RAMP WITHIN RADIUS (Sidewalk adjacent to curb) General Notes A 5 foot sidewalk width is preferred. Diagonal curb ramps with flares shall have a 24" long section of straight curb located on each side of the curb ramp and within the marked crossing. All slopes shown are maximum allowable. Flatter slopes that will still drain properly are encouraged. All concrete surfaces shall receive a light broom finish unless noted otherwise in the plans. For purposes of warning, the curb ramps shall have a light reflective value and texture that significantly contrasts with that of adjoining pedestrian routes. Textures may consist of pavers with truncated domed surfaces or grooves. Textures are required to be detectable underfoot. Surfaces that would allow water to accumulate are prohibited. Color contrast, for example, can be accomplished with colored concrete pavers that have truncated domes or by colored stained concrete with grooves, either of which would provide a contrast with typically light colored concrete. Additional information on curb ramp location, design, visibility and texture may be found in the current edition of the Texas Accessibility Standards (TAS) prepared and administered by the Texas Department of Licensing and Regulation (TDLR). Raised medians separate opposing directions of traffic and provide a refuge area for pedestrians if they are unable to cross the entire roadway in the allotted signal phase. To serve as a refuge area, the median should be a minimum of 4 feet wide. Medians should be designed to provide accessible passage over or through them. Any part of the accessible route with a slope greater than 1:20 (5%) shall be considered a ramp. If a ramp has a rise greater than 6 inches or a horizontal projection greater than 72 inches, then it shall have handrails on both sides. The only exception is at curb ramps. Handrails are not required on curb ramps. Curb ramps shall be provided wherever an accessible route crosses (penetrates) a curb. Curb ramps are generally interpreted as only the portion tying directly into the roadway. Traffic signal or illumination poles, ground boxes, controller boxes, signs, drainage facilities and other items shall be placed so not to obstruct the accessible route. A minimum width of 36" shall be provided around any obstructions located on the pedestrian route. (Signs, signals, poles, etc.) _._._.._ 1 GENERAL NOTES AND TYPE 4 RAMP 12 00 VEF � �, OF TF X�1� G�� �' 2 REPLACED RAMPS TYPE 5 & 6 WITH RAMPS TYPE 7 & 10 O6 09 JMH HA�:R.IS COLT��TTY `' ��S�P'���'•�5+�� � DRAWN 8Y: SHEET DESCRIPTION: JOB N0: .*:� ��..*�, vEF PEDESTRIAN RAMPS PUBLIC INFRASTRUCTUF,E DEPARTMENT ��*����������������������������* - CK•D BY: FILE NAME: / EMMANUEL DE PAU / TYPICAL DETAILS RAMP -DETAILS �C � .............82627............� SCALE: FILE N0: lase �'��e�2:���ceNSE°G��-� NTS SHEET 1 OF 2 ENGIZ�TEERZNG DIVISION S 1��,ONA�E�� Huitt—Zollars Inc. DATE: APPROVED BY: SHT N0: �>>�"`��� Flan Registration No. F-761 5 25 2000 40/49 G�ACA010\1RAF_S1D�RAYP•-OElAKS TYPICAL INTERSECTION LAYOUT WITH OFFSET SIDEWALKS Perpendicular Curb Ramps 4'— 0" min. ��i��eus� Perpendicular to the Tangent of the Curb Radius and Contained in Crosswalk d Single Diagonal Curb Ramp Perpendicular Curb Ramps TYPICAL CURB RAMP PLACEMENTS AT INTERSECTIONS 5'-6" MIN. 1 /2 "MAX. 4" TYP ROADWAY I .• . . 12" TYP.—�---� SIDEWALK EXPANSION JT. MATERIAL TYPICAL WHEELCHAIR RAMP SECTION ASPHALT PAVEMENT ed curbs I � d� �, �nitted formally Side flare (Typical) Troweled joint as required Class C2 Concrete —Shall conform to applicable specifications �Concrete paver with truncoted dome surface 1" mortar bed —Shall conform to applicable specifications Control joint permissible zy a �... Min. 3" 2" Sand Cushion —� No. 3 rebar min. 18" on —center both ways Section A —A •�� Truncated Dome Pattern Curb Ramp O O O O ' O O O O ; ._ _ -I � i�o Concrete paver with truncated dome surface N .. PUBLIC INFRASTRUCTURE DEPARTMENT ENGINEERING DIVISION (Typical) er with truncated e flare (Typical) 1 /2 "MAX. ROADWAY . •1 ;. I .. •, , L.. Y1� .. 5'-6" MIN. 4-1/2" TYP. SAWCUT AND REMOVE 12" TYP. �-�---}-- EXIST. PAVEMENT — EXPOSE EXIST. REBAR TYPICAL WHEELCHAIR RAMP SECTION PC CONCRETE PAVEMENT SIDEWALK EXPANSION JT. MATERIAL 1 1 /2"-2" 1 /2 "— 3/4 " �}—�—� I I I � 1 /8 "- 1 /4 " Ramp surface to have contrasting color from adjocent surfaces Groove pattern Side flare (Typical) TYPE B Groove Pattern Curb Ramp (15 Degree to Horizontal) General Notes Concrete surface areas that are identified in the pplans to receive sealer/stain treatment, shall not be treated w/ curing compound (retardant) and shall be allowed to cure a minimum of 30 days prior to application of the sealer/stain. The sealer/stain for the ramp shall be a contrasting color to the adjacent surfaces (adjacent surfaces include the side flares). The color of the sealer/stain shall be shown elsewhere in the plans. Sealer/stain shall be applied in accordance with applicable specifications. Areas receiving sealer/stain treatment shall be cleaned using a "dry" (sand) blast cleaning method in accordance with applicable specifications. Concrete paver units shall meet all requirements of ASTM C-936, C-33, and shall be laid in a two by two unit basket weave pattern, unless shown otherwise in the plans. Concrete paver units shall have a truncated dome top surface for detectable warning to pedestrians. Concrete paver unit color for the ramp shall be a contrasting color to the adjacent surfaces. The color of the concrete paver units shall be shown elsewhere in the plans. (Adjacent surfaces include side flares). Concrete paver units shall be saw cut only and any cut unit shall be not less than 25 percent of a full unit. CURB RAMP TEXTURING "'�YS', f EMMANUEL DE PAU ...........82627...........� �'• �.v� t� �• G — ', ����� �? � Firm Reg strationrSNo c F-761 PROJECT TITLE: ;AWN BY: SHEET DESCRIPTION: J08 NO: vEi= PEDESTRIAN RAMPS ;'D BY: FILE NAME: TYPICAL DETAILS RAMP —DETAILS ;ALE: FILE NO: NTs SHEET 2 OF 2 ATE: APPROVED BY: SHT N041�49 5 25 2000 a�ACAoto�mAF.smWAwP-oerAas SPECIAL TRAFFIC REQUIREMENTS 0 N O a J J I _� - I \A� �� E MIN. 10' LANE ^ E . y.� -------------------� r�— _ � I •I cX� �' cX� �•� 0' TO 75' - - --------------- .- _ `X' `L' 'B' WORK AREA DIST. VARIES 100' ` X' TYPICAL RIGHT LANE CLOSURE OF A MULTILANE STREET Length for Longitudinal Buffer LEGEND (TYPICAL) TYPICAL SIGN SPACING AND TAPER LENGTHS. Posted Speed (mph) Length in Feet (B) ' PLASTIC DRUM see sppacing for c annelizing devices) OFF —DUTY UNIFORMED POLICE OFFICER ... TYPE III BARRICADE � FLASHING ARROW PANEL � TUBULAR MARKER Min. Desirable Toper Length "L" Posted Speed m h � P � Sign Spacing "X" 10' Offset 11' Offset 12' Offset 20 35 25 55 30 85 30 120' 150' 165' 180' 35 120 35 160' 205' 225' 245' 40 170 40 40' 65' 295' 320' 45 220 45 320' 450' 495' S40' 50 2so 50 400' Soo' S50' 600' 55 335 55 500' 550' 605' 660' * ENGINEER TO STRIKE THROUGH ALL SPEED LIMITS NOT APPLICABLE A D E F MOUNi1NG HOLES CHEVRON FOR VERTICAL UTILITY WORK RIGHT CLOSED END ROAD WORK 8"-12" PANEL OR CHEVRON AHEAD AHEAD '� CW20-5R G20-2a CW4-2R CW1-8 482X 48 P�LAQUE� 48 X 24 36 X 36 18 x 24 VP-1 3D X 12 PLASTIC DRUM 1. Contractor shall provide and install 8. Lane closure times) shall be traffic control devices in specified on the lane closure conformance with part VI of the permit. Texas Manual on Uniform Traffic Control Devices (Texas MUTCD, 9. If the contractor chooses to use a most recent edition with revisions) different method of "Traffic Control during construction. Plans" during the construction than 2. Contractor will be responsible for replacing and maintaining pavement markings which include centerline, barrier lines, lane lines and raised pavement markings. 3. This traffic control plan represents the minimum required by traffic conditions in the field. Contractor to maintain access to adjacent properties at all times. 4. No lanes shall be closed from 7:00 a.m. to 9:00 a.m. and 4:00 p.m. to ti:00 p.m. Monday thru Friday. 5. No lanes shall be blocked between 7:00 a.m. to 6:00 p.m. Monday thru Friday in downtown area. Exception to these times, if necessary, should be sought during lane closure permit application. 6. Contractor shall cover open pavement excavations with anchored steel plates during non -working hours, and open lanes for normal traffic flow. 7. Off -duty Uniformed Police Officers are required to direct traffic when lanes are blocked. what is outlined in the contract drawings, they shall be responsible to prepare and submit an alternate set of plans* to Plan Review Section for approval ten working days prior to implementation. *These plans shall be drawn to scale on reproducible mylars and sealed by a Licensed Engineer in the State of Texas. Plans will become a part of the contract drawings. 10. Approved copies of Traffic Control Plans and lane closure permits shall be available for inspection at job site at all times. Contractor must secure'Lane Closure Permits' from City's Traffic Management and Maintenance Branch before closing alane/sidewalk. The request must be made at least three business days prior to the date for which the closure is sought. Note that working hours may be restricted or the request may be denied. Call 713-837-7280 for an application. 11. Lanes shall be kept closed during pavement surface restoration and opened only after pavement is restored completely. SPACING FOR CHANNELIZING DEVICES 1. Plastic drums on merging taper @ 30' c-c with chevron sign @ 60' c-c and type'C' warning light (for overnight closure) 2. Plastic drums on downstream taper @ 35' c-c 3. Plastic drums on radii @ 5' c-c 4. Plastic drums on tangent @ 35' c- c with vertical panel @ 70' c-c and type'C' warning light @ 70' c-c (for overnight closure) 5. Plastic drums in front of construction zone @ 20' c-c with vertical panel @ 40' c-c and Type 'A' warning light @ 40' c-c (for overnight closure) 6. Concrete traffic barrier (CTB) or low profile concrete traffic barrier (Ipctb) with reflectors @ 10' c-c if pavement drop is more than twelve inches (12") 7. Tubular marker @ 20' C-C. Note: Spacing shown on traffic control plans shall supersede the above spacings. STA. 0+00 TO 255+00 FAIRMONT PARKWAY 55 MPH SPEED LIMIT STA. 255+00 TO 280+00 FAIRMONT PARKWAY STREET NAME 35 MPH SPEED LIMIT REV I DESCRIPTION I APP I DATE 1 HLIITT-E��.E�►�S 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 EMMANUEL DE PAU -.. ����� Huilt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-11ti8-01 JMH CAD DWG FILE: CHECKED BY: 1188-TCPT.dwg EDP CITY OF LA P4RTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 ® , ® , ,�A • � ® o s DRAWING SCALE SHEET NUMBER VERT:. N/A pled / � OF FOR REDUCED PLANS 0 '-TA L � o SEE DETAIL 1 0 � o � / zm �—� � � a PROP. 10' SHARED -USE 1 PATHWAY 0 3 SEE DETAIL 3 0 �7 "'� LEGEND FILTER FABRIC FENCE �. � �.. -- , .•. FENCE SEEDING SODDING cl �U � a 'II I �1 � �, S� I � � �'�SL\ Z � sBB STABILIZED CONSTRUCTION ACCESS BEGIN PROJECT PROP. 10' CONC. PATHWAY 10' PAY LIMITS PROP. 10' CONC. PATIiWAY r 10' PAY LIMITS SEE DETAIL 3 PROP. 10' CONC. PATHWAY DETA,I�z SALE: ,,_�. z 10' P� � 1�CONC LIMIT: w a 0 a SHARED -USE PATHWAY CROSS SECTION A -A FROM WILLOW SPRING BAYOU TO SPRING GULLY DETAIL 5 SCALE: 1 •®50' 10' CONC. AY PROP. 10' CONC. PATHWAY FILTER FABRIC FENCE BEHIND CURB a:Z�1,����1 � ► • � I, • • • �; -;• • � ♦ , � ♦ ti DETAIL 2 SCALE: 1'�50' SCALE: 1»=50' FaRM�IT PARKWAY Ny� 'I SCALE (1:500) HORIZ 0 250 500 1000 DATE I��IITT-Z�LIARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 - S�P� OF P�`,t�ll, * ;' � ... EMMANUEI DE PAU .-.�:rz:�x�rr.. -...�_ Huitt-Zoflars Inc. Firm Registration No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED 0Y: 1168-SW3P-01.dwg EDP CITY OF LA PORTE 804 WEST FAIRMONT PARKWAY LA PORTE, TX 7T571 (281)471-5020 ® a A - ® ° ! STARM WATER POLLUTION PREVENTION PLAN DRAWING SCALE HORIZ:1" = 500' VERT: NIA SHEET NUMBER 43 OF 49 F(1R RFI�I ICFI.1 PI 4NR m t a 0 N rS N 0 0 �o 0 g J O FN t- x MA 5, SET POSTS AND EXCAVATE 4"x4" TRENCH UPSLOPE ALONG L?NE OF POSTS {SEE NOTE 1}. 3. ATTACH FILTER MATERIAL TO WIRE FENCE ANO EXTEND IT INTO THE TRENCH (SEE NOTE 3}. 4� y$ � � PLAN EXTENSION OF F, INTO TRENCH FILTER FABRIC FLOW �f 2. SECURE WIRE FENCING TO POSTS (SEE NOTE 2}. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SECTION A I ;; POINTS A SHOULD BE HIGHER THAN POINT B, OR AT TOP OF BANK (TYP} "V—DITCH" SECTION/ELEVATION CONSTRUCTION NOTES: i. SET 2 INCH BY 2 INCH WOODEN STAKES SPACED A MAX OF 6 FEET APART AND EMBEDDED A MIN OF 12 INCHES. 2. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS wiTH STAPLES. 3. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE, WITH TIES SPACED EVERY 24 INCHES AT TOP AND MIDSECTION. 4. MINIMUM HEIGHT OF FILTER SHOULD BE 18 INCHES AND A MAXIMUM OF 3fi INCHES ABOVE NATURAL GROUNp. 5. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED 6 INCHES AT TWE POSTS, AND FOLDED. 6. SEE COH STANDARD SPECIFICATION FOR FILTER FABRIC BARB€ER. X� RFD ®X SYMBOL REINFORCED I=ILTER FABRIC BARRIER tE 3 � I t dl � TT1 � � PLAN TRAPEZOIDAL SECTION/ELEVATION 1. SET POSTS AT REQUIRED SPACING. 3� iS�� YrJp� 1) 3. A?ACH FILTER MATERIAL TO STAKES ANO EXTEND IT INTO THE TRENCH. EXTENSION OF FABRIC INTO TRENCH SOW FILTE —o 2. EXOAVATE A 4'x4' TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILI AND COMPACT THE EXCAVATED SOIL. \�/ ALTERNATE Y—TRENCH EXTENSION OF FABRIC INTO TRENCH ��� � 1��) r�h�a �•�i4G:'d�i lj ,, 4���0 .�oo.�o a.�.��� • /f /r fj /� SECTION___�� ALTERNATE X� FF — X 1. 2 INCH THICK Bl' 2 INCH WOODEN STAKES TO 3E SET AT MAX SPACING OF 3 FEET AND EMBEDDED A MIN OF $INCHES. SYMBOL IF PREASSEMBLED FENCE WITH SUPPORT NETTING IS USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAX. 2. ATTACH FILTER FABRIC TO WOODEN STAKES. FILTER FABRIC FENCE SHALL WAVE A MIN HEIGHT OF 'i8 INCHES AND MAX HEIGHT OF 36 ;NCHES ABOVE NATURAL GROUND. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHOULD BE OVERLAPPED 6 INCHES AT THE POSTS, AND FOLDED. 4. SEE COH STANDARD SPECIFICATION FOR FILTER FABRIC FENCE. SECT90N B CONSTRUCTION NOTES: a o 0 0 0 0 0 0 0 0 0 0 0 a � INLET o o 0 I I � I � o o a o o C ° e a o o a a o a o e STRAW BALES STAKED WITH 2 STAKES PER BALE FILTER FABRIC FENCE /� BALE 4--24 INCHES / FROM INLET FILTER FABRIC EXTENSION OF FABRIC INTO TRENCH FLOW _—a.. EXESTING GROUND SEPERATION GEOTE�ILE FABRIC FOR FULL WIDTH AND LENGTH OF EXIT EXISTING GROUND COARSE AGGREGATE 50' MIN PUBLIC "y � RIGHT—OF—WAY � 8" MIN GRADED TO PREVENT RUN—OFF FROM LEAVING SITE PROVIDE APPROPRIATE TRANSITION — BETWEEN STAB?L"sZEO CONSTRUCTION ENTRANCE AND aU$LIC RIGHT—OF—WAY 50_MIN % PLAN VIEW PUBL9C IT —OF —WAY CONSTRUCTION NOTES: 1. LENGTH SHALL BE A5 SHOWN ON THE CONSTRUCTION DRAWINGS. BUT NOT LESS THAN 50 FEET. 2. THICKNESS SHALL BE NOT LESS THAN 8 BNCHES. 3. WIDTH SHALL BE NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 4. STABILIZATION FOR OTHER AREAS SHALL HAVE TIME SAME AGGREGATE THICKNESS AND WROTH REQUIREMENTS AS THE STAEII@.IZED CONSTRiJCTiON EXIT, UNLESS OTHERWESE SHOWN ON THE CONSTRUCTION DRAWINGS. 5. STABILIZED AREA MAY BE WIDENED OR LENGTHENED TO ACCOMODATE A TRUCK WASHFNG AREA. AN OUTLET SEDIMENT TRAP MUST BE PROVIDED FOR THE TRUCK WASHFNG AREA. 8• SEE GOH STANDARD SPECIFICATION FOR STA68LiZED CONSTRUCTION EXIT. 7. STABILIZED CONSTRUCTION EXIT SHALL BE MA3NTAINED FREE OF SEDIMENT FOR TE-§E DURATION OF THE PROJECT. SC SYMBOL CT/SRiI 17Fi1 t'd'1rtI�TRI i!`TId'lhI �YIT WOOD OR METAL STAKE (MIN 2 INCH BY 2 INCH WOOD POST} POST _._,....._,.....�.,.....__.,......... IPD SECTION D SYMBOL PLAN SILT FENCE INLET PROTECTION BARRIER COMPACTED SOIL 2 INCH BY 2 INCH WOOD STAKE EMBEDED 8 INCHES TO PREVENT PIPING —i ��----�y STAKED STRAW BALE ' 4' FLOW 4M � � 4" 1—!NL£T —o.. SECTS©N oe, C� i:i• ► •:i i► =•c• r -24 INCHES CONSTRUCTION NOTE: i. SEE CONSTRUCTION NOTES FOR RFB. �IfiX' ®�'' H®US°I'CD� DEPARTMENT OF PUBLIC WORKS AND ENGINEERING ENGINEERING, CONSTRUCTION AND REAL ESTATE DIVISION STORM WATER POLLUTION PREVENTION PLAN DETAILS (NOT TO SCALE} �� � I WORKS AND ENGINEERING EFF DATE: OCT-01-2002 f DWG N0: Q '�cj 7 � — � '� HLIITT- 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 ��P�. �F. � T��"�f''+► * :' •. EMMANUEI DE PAU -q 82827 �' Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168-SW3P-DET.dwg EDP CITY QF LA PORTS 604 WEST FAIRMONT PARKWAY LA PORTS, TX 77571 (281) 471-5020 SHEET TITLE: FAIRMONT PARKWAY SHARED USE PATH SWPPP DETAILS ( DRAWING SCALE � SHEET NUMBER � HORIZ: As Noted VERT: N/A I 3 FOR REDUCED PLANS BEGIN PROJECT r m a d: 0 0 N N U n 0 0 g J N LEGEND ® LITTER BARREL 0 "USE LITTER OBARREL" SIGN D9-4B (24" X 30") O 2� s 24 _i ,r � IL * SCALE (7:500) HORIZ 0 250 500 1000 * See page 6-46 D9-4b *Smaller plaques may be used I i-I-rI-11 r1-1 t I ti-1-1 rl-I tt-trt-I-t1-I-1 1-11-f Ifi1-t-I for symbol design in rest areas. �e COLORS: LEGEND -WHITE (RETROREFLECTIVE) � W BACKGROUND -BLUE (RETROREFLECTIVE) a � � � 3-49.1 REV DESCRIPTION APP DATE FAIRMONT PARKWAY PROP. 10' SHARED -USE PATHWAY �_ s s 0 cg i �_ � 1' �� vi O N END PROJECT .. �v., . .,� � a� ,, 1 l�l�~I��.J"���J�L��� 71 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 -..._- Huitt-Zollars inc. � � Firm Registration No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BV: JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168-SWAMP-01.dwg EDP OWNERICLIENT: CITY OF LA Pt3RTE 604 WEST FAIRMONT PARKWAY LA PORTS, TX 77571 (281) 4715020 SHEET TOLE: FAIRMONT PARKWAY SHARED USE PATH STORM WATER QUALITY MANAGEMENT P-LAN DRAWING SCALE SHEET NUMBER VERT:. N/A 500' �� OF F(�R RFI'11 ICFr1 PI ANC cznw CURB 3°E *R1 *R1 i°E �� IC" SEE TABLE 1 *R2 (.� � I �----1-� � PI UBLIC I STREET DETAIL "A") R.O.W. �F JIJ. L—VNHT I'Ctt LtI.IVKILtU WFlllt RAISED PAVEMENT MARKERS (TYPE II C-R) —� 80 o OF STORAGE LENGTH � 4" WIDE DASHED WHITE STRIPE , 3CIE , 3 f �°E B°E 32 8, f� 32 ►-i 8' /�� 8" WIDE SOLID WHITE STRIPE IJ 500'R rO — SEE DETAIL "D" CURB �°E 3°E 500'R � RAISED ESPLANADE 100' MIN. AT MINOR STREETS P.I. 100' MIN. P.I.I 150' MIN. AT MAJOR STREETS ��� 160' DESIRABLE �1 9°LLE 3°E i' I 9°E -2 I 9°E9°E � �°E 3°E I _ - r� 40' 15' 11 5� 25' 3 CURB - 24" WIDE SOLID TYPE i-C PVM'T. MARKERS WHITE STOP LINE 20' C-C IN CURVE AREAS ONLY NOTES: 1. ALL STRIPING & MARKERS SHALL CONFORM WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2. ALL TRAFFIC BUTTONS AND MARKERS SHALL BE INSTALLED ADJACENT TO STRIPES (APPROX. 2"). 3. LEFT TURN STORAGE BAYS SHALL BE A MIN. OF 100' AT MINOR STREETS AND A MIN. OF 150' AT MAJOR STREETS. 4. REPEAT ARROWS AT APPROX. 1000' INTERVALS WITHIN TWO-WAY LEFT TURN SECTION. 5. WITHIN A TANGENT SECTION THE TYPE I-C PAVEMENT MARKERS CAN BE PLACED AT 40' C-C ON ROADWAYS WITHOUT CURB AND GUTTERS. TYPICAL ESPLANADE SECTION DETAIL "D" ESPLANADE NOSE CURB TOBE PP'"'T�^ "�' ' ^"' L�:� --__ TYPICAL CURB SECTION PAINT FROM THE BACK OF CURB TO THE GUTTER LINE f �� DETAIL "A" NON-REFLECTORIZED WHITE 8" WHITE STRIPE RAISED TRAFFIC BUTTONS 5' S' 5' FOR DIVIDED ROADWAYS USE 4" SQ. 2-WAY REFL. PVM'T MARKERS (TYPE II C-R). CENTER LINE DETAIL TANGENT SECTION 40' _ 40' �' •� .❑� ❑: ❑. � �❑� TYPE II A -A PVM'T MARKERS 4" YELLOW STRIPES CROSSHATCHING DETAIL DIRECTION OF TRAFFIC 4" SQ. PVM'T MARKER 4" YELLOW TRAFFIC (TYPE II A -A) BUTTON (NON-REFL.) 2" FROM STRIPE 2" FROM STRIPE 3❑c �❑c O — 1, 1, � c O — �❑c 24" WIDE SOLID YELLOW STRIPE ®45' (20' C-C) DIRECTION OF TRAFFIC �� :❑: TABLE 1 TYPICAL LENGTH OF ESPLANADE OPENING "C" FOR PUBLIC STREET NOTES: ESPLANADE (1) (1) (1) INTERRUPTION NO LTB 1 LTB 2LTB UNDIVIDED STREET < 40' 45' S�� 60' 44' S0' 5�2) 60' DIVIDED STREET D+10' D+10' D+10' CENTER LINE DETAIL CURVE SECTION 20' ( 20 �' 'T' '1 .❑c .❑: TYPE II A -A PVM'T MARKERS 4" YELLOW STRIPES ��� CONTINENTAL TYPE 24" WHITE STOP LINE ' I 8' I 4' I 24" WHITE STRIPE L_ (1) LEFT TURN BAY (2) DISTANCE FROM CENTERLINE OF OPENING TO ESPLANADE NOSE WITH LEFT TURN LANE MUST BE 30' 'ALK RADIUS DIMENSIONS ESPLANADE *R1 *R2 <8' N/A W/2 8'-38' 90' W/5 >38' N/A 15' PAVEMENT MARKER LEGEND SYMBOL DESCRIPTION ❑� TWO SIDED REFLECTORIZED RAISED PAVEMENT MARKER ❑� ONEE SIDED REFLECTORIZED PAVEMENT MARKER � NON -REFLECTIVE 4" DIA. RAISED TRAFFIC BUTTON 12" WHITE STRIPE STANDARD TYPE L I VULIV ( STREET TWO-WAY LEFT TURN DETAIL "B" � 3 CURVE SECTION TYPIGAL TWO-WAY LEFT TURN SECTION � � RASED TRAF I�RIBUTTONSITE �° �°E a°E B°E �°e 8" WHITE STRIPE R.O.W. a° a°E � z 2 4" 2-WAY REFLECTORIZED z Q � O � ❑ � ❑ O R3-9b 4" 2-WAY REFLECTORIZED � � w O 24" X 36" YELLOW RAISED PAVEMENT MARKERS (TYPE PARE A>NT N o � g O ' O � ❑ � ❑ O EDGE OF SHOULDER �") MARKERS (TYPE II A -A) � � w 2" 3° a°E J 5' 5' 5' DIRECTION a°E i' E 20, 3I E 20, �oE 3°E �► OF TRAFFIC 4" WIDE DASHED WHITE STRIPE 24" WIDE SOLID YELLOW F• �-r� �� STRIPE 20' C-C ®45' 2-4" WIDE SOLID YELLOW STRIPE (8" C—C) °E °E °E °E °E °E OE �I (SEE CROSSHATCHING DETAIL) - , � 8, 32 8, 32 80 4" SQ. 1-WAY REFLECTORIZED WHITE 3°E 3°E �° � E �°E �°E �°E j°E �°e SEE DETAIL C RAISED PAVEMENT MARKERS (TYPE I-C) 9°E 3 E j°E i°E 9°E °E 1 SEE NOTE #4 ,,` �°E �°E Z 9°°E 3°E i°°E '3°E DOE 3°E TANGENT 500' R � 1 � �°E �°E TWO-WAY LEfT TURN DETAIL "C" 4" WIDE DASHED YELLOW STRIPE 500' R SECTION 8" WIDE SOLID WHITE STRIPE (SEE DETAIL "B") TANGENT SECTION - �° �O B° 3 i° 3° 3° 3° 3° 4" SQ. 1-WAY REFLECTORIZED WHITE � P.I. 160' DESIRABLE P.I. 100' MIN. AT MINOR STREETS 24" WIDE SOLID 3cTE RAISED PAVEMENT MARKERS (TYPE I-C) 100' MIN. 150 MIN. AT MAJOR STREETS WHITE STOP LINE (TYP.) a° �°E �°E NON-REFLECTORIZED YELLOW , , , � �° DOE � z RAISED TRAFFIC BUTTONS 5 5 5 , z 4" 2-WAY REFLECTORIZED z � YELLOW RAISED PAVEMENT � I � z O :❑:- O :- O �❑:- :❑:- O :❑:- EDGE OF SHOULDER OP C � C IN VCURVE AREAS ONLY � � MARKERS (TYPE II A -A) � = w (SEE NOTE #5 FOR TANGENT SECTIONS) N o � g R.O.W. 4"WIDE SOLID WHITE STRIPE �° �°E `- �� O :- O :❑'- O :❑'- :❑:- O :❑:- R.O.W. 3L 40, a°E 40, �' E ['� `T'� �'� 4" YELLOW STRIPES I PUBLIC I j-+ ►� STREET 4" 2-WAY REFLECTORIZED YELLOW RAISED PAVEMENT MARKERS (TYPE II A -A) No. REV190NS DATE NAME "`i �� nnE ,�,.w ;,,,� ,� HAR..RIS COUNTY ��� � � g�P-��'OF,_�y1���,/�� �„�er FAIRMONT PARKWAY SHARED USE PATH 3 ADoea M91tf lUrol LAIE 4/IY/01 AUi r .: �'� � * : �•. * , Res PAVEMENT MARKING DETAILS �°"�'° '�'"' � PUBLIC INFRASTRUCTURE DEPARTMENT"�`��`��������������������������*�� �°B" `�`�` EMMANUEL OE PAU / � 7k �.............82fi27......., ....� � detl.dw / FAE NQ r ENGINEERING DIVISION T1ese � �-,���:<,�eNS��Gz�_ ",� +� ��NAL ��� � Huitt-Zollars Inc. DATe APPRUYID er 41T Ra ��L�� ���• Firm Registration No. F-761 9 98 46�49 aWcAmo\n+�ci�c sr�vwoti� 18" p_1�» yzr,� R -- 'v" 6" " » 3 18" D 6"C* 24" ?" 6" B R 1-1 *reduce spacing 40% BR1— Legend —White (refl.) Legend —Red (refl.) Background —Red (refl.) Background —White (refl.) 3» 2» �4» 1 Y4" r a N� 0 N N 0 3 �" �4» 0 N 0 g J 0 �_ x Legend — Black Bockground —White (refl.) R_1�» 12" � ,- �,Il� �, USE IIPED SIGINAL R9-5 Legend —Block Background —White (refl.) 1�'4' �-3"—��— 4? " R---1Y2„„ *reduce spacing 60% R7-9 Top Left — White on Red Legend —Red Background —White (refl.) 5" 3" 2"C 1" 2"C 1" 2"C 2" �2"B* 1 �» �" 1 �» 3"C 1�" 3"C �"D 2" 3"D 2" L'3fl 4" 5"C R 3-17 Bockground —Black Bottom Legend — Black — Background —White (refl.) �4Y �" R_1�» 12" 18" �� IL�D �� p�;D� R9-6 Legend —Black Background —White (refl.) R_1�» 12" 18" �S" �4» 5" 3" 2"C 1" 2"C 1" 2"C 2" R7-9a Legend, Circle & Dia. —Red (Refl.) Border, Letter "P" —Black Bockground —White (Refl.) 5"Em �" 2}i"C 1" �"c r R-1%1" n �» NO �7�(� ICI V�' I V I\ VEHICLES I �+ I 3Y2" �" 1» 4"C �» 24 4"C �» 4"B 3Y2" R5-3 Legend — Biack Background —White (refl.) .5�» 2�» 3"C* 1" 1" 5" 5" 1" 1" 3"C* R3-16 Legend — Biack Background &Symbol — White (refl.) R_1�» 12" —� R9-7 Legend —Black Background —White (refl.) Circle & Dia. —Red (Refl.) Symbol —Black Bockground —White (Refl.) 1Ya" �4" 24 �" 1" 17ig"R 36" I 3v» p � � O � 4�C UU��UB U � '�� ISW�� 4"B* ------ " 3Y --- " — 9 —M 10" (1 ���D Ul0 0 ���� 4»B I 3�„ R4-4 Legend —Black Bockground —White (refl.) EM rRCE;�CY �NL�' �� SR8-4 Legend —Black Background —White (refl.) \� • m� -- � BANS I CL_I_J PE��S�t► t11`IU L � FP�HI : �TED R5-10b Legend —Black Background —White (refl.) SPECIFlCATION REFERENCE TABLE MATERIALS AND TESTS DIVISION SPECIFICATIONS PLYWOOD SIGN BLANKS D-9-7100 ALUMINUM SIGN BLANKS D-9-7110 FLAT SURFACE REFLECTIVE SHEETING, TYPE C (HIGH SPECIFIC INTENSITY) D-9-8300 VINYL NON —REFLECTIVE DECAL SHEETING D-9-8320 COLOR USAGE REFLECTIVE SHEETING OR OTHER MATERIAL RED BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) GREEN BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) WHITE BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) YELLOW BACKGROUND TYPE C (HIGH SPECIFC INTENSITY) BLACK LEGEND/BORDERS VINYL NON —REFLECTIVE DECAL SHEETING WHITE LEGEND/BORDERS TYPE C (HIGH SPECIFIC INTENSITY) GENERAL NOTES: The alphabets and lateral spacing between letters and numerals shall conform with the Texas "Manual on Uniform Traffic Control Devices for Streets and Highways", latest edition, and any approved changes thereto. Lateral spacing of text shall provide a balanced appearance. All materials shall conform to Department Specifications. Sign blanks shall be fabricated from 0.08 inch thick aluminum alloy (Type A) or 5/8 inch plywood as noted elsewhere in the plans. Signs shall be mounted in accordance with Standard SMD (series). For red background signs, legend shall be applied by screening process, cut—out white reflective sheeting applied to colored background or combination .thereof. Background shall be reflective sheeting (Type C). For white background signs, black legend shall be applied by screening process, cut—out vinyl non —reflective decal sheeting or combination thereof. Red, green or other colored legends, symbols, and/or borders shall be applied by screening process with transparent ink, cut—out reflective sheeting�pplied to white background or combination thereof. Background shall be reflective sheeting (Type C). 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 •" � •'.. % r � �*/ '•.* / / EMMANUEL DE PAU 1 �.....: .......82627 ............� I�I�o ..'�/cENs��:��� +���bNA�E�G �th�� ��� Huitt-Zollars Inc. � �� Firm Registration No. F-761 '�URVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH �ROJECT NO: DESIGNED BY: 02-1168-01 JMH :AD DWG FILE: CHECKED BV: 1168-BIKE-03.dwg EDP IWNER/CLIENT: CITY QF LA PORTE 804 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 HEET TITLE: FAIRMQNT PARKWAY SHARED USE PATM BICYCLE LANE REGULATORY SIGNS DRAWING SCALE SHEET NUMBER HORIZ:1"=50' �� OF VERT: N/A 0 1 2 3 FOR REDUCED PLANS -- 1" .�� ,��b � SPECIFICATION REFERENCE TABLE 5�" 2�" MATERIALS AND TESTS .DIVISION SPECIFICATIONS �,. l�i�"R ' � � ' 8�" '1" i " PLYWOOD SIGN BLANKS D-9-7100 ,��. �% " ,��. 5�" ,��. Jy " �,�Q` ''�' I s ALUMINUM SIGN BLANKS D-9-7110 " '`� FLAT SURFACE REFLECTIVE SHEETING, TYPE C _ _ _ � R I _ _ 3 "� 2�" 3�'a — 4" " ' 3 9�a _ _ j 3 (HIGH SPECIFIC INTENSITY) D-9-8300 5�" �-7?" 2?" ---" - 1�a" - --- " 4" - -- 4.. 3" "Ya" - - - -- T— VINYL NON -REFLECTIVE DECAL SHEETING D-9-8320 � � 6Ya � 1Ya" �" 6Ya" 11� �" 8� �" ,. „ 1 " � " 2Ya" 1" � I2" BW1-2R 1" � �" — 1" � 3" " 1" g" COLOR USAGE REFLECTIVE SHEETING OR OTHER MATERIAL �1 2 �, �, " 2 B W1 4R 2� 3" 2� 2� " d'3 d'1 RED BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) � B W1-1 R � � W1- 5R B WZ-1 GREEN BACKGROl1N0 TYPE C (HIGH SPECIFIC INTENSITY) � Y2 �„ WHITE BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) 2� �" YELLOW BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) �" �" BLACK LEGEND/BORDERS VIN11 NON -REFLECTIVE DECAL SHEETING WHITE LEGEND/BORDERS TYPE C (HIGH SPECIFIC INTENSITY) 5Ya" 5Jys" �� _ �� � .��b " I " ,�0 I �g ( GENERAL NOTES: The alphabets and lateral spacing between letters and �� 3" 6" s" +�� ' rQ- s� � s� �, ' 4JC" �� ' numerals shall conform with the Texas "Manual on Uniform " " " �,�Q` "Q' O p Traffic Control Devices for Streets and Highways", latest edition, �� �� 7�'a 3 , " �� 3 , , ��� p1�a 3"C and any approved changes thereto. Lateral spacing of text shall _ _ _ _ _ _ _ _ � _ 5 _ _ — _ _ _ 3" 1 �'a" provide a balanced appearance. All materials shall conform to 3" �— - - — - - - - — - — - - — - Department Specifications. ' �" ' 1Ya n (�(� /� D " " Sign blanks shall be fabricated from 0.08 inch thick aluminum �" 1" 6" �" 1" 7�a 2Ya" �" 1" 3" 8�" �" 1" I 6%a" �" 1" D �a 3 C alloy (Type A) or 5/8 inch plywood as noted elsewhere in the �d'3 �81 , ��� , " plans. Signs shall be mounted in accordance with Standard SMD �d'1 3 �d� � (series). B W2- 2 g W2_ 3 B W2- 4 B W2- 5 B W3-1 For yellow background signs, legend shall be black and applied ' by screening process, cut-out vinyl non -reflective decal sheeting or combination thereof. Red and .green symbol shall be applied by screening process with transparent ink on white sheeting, cut-out reflective sheeting or combination thereof. Background shall be reflective sheeting (Type C). ti 12�' i , a D ,� �� 5" a" 8" ��� � � W ' Llll Gil 1 " 3 � ��� � � �.�`�� Q � �,�►� 'his _ _ _ _ � ' �" � 5�'a � 1�> 8 � 1" 1" 1" � a" ��p � B W5— 4 �d'1 5 " � 5�" ��� �A4 6�X�8" � 6�Yis" �3 v3 3 3" BW3-3 *reduce ( BW7-5 BW8-10 ( MW11-1 Top circle -red, middle � spacing 40% � 1„ ' ' ' circle -yellow, and bottom circle -green. a �; 0 0 N M N 0 R=17ri" 18" 5?" ���� 6?„ 24" 1 Y4" �" 1Y4" 5"D 4" M1-9 Bike, border &numbers -Block Background -White (refl.) R-1Y2"— 12" � 9� �„ 2�'4 4" �,4„ 3j�" 1Y4 �" 1�„ M7-7R R=1J�i" 24„ s� D ����� M4-11 �„ R=1 j�" 24" - 6" C- �� D M4-12 �„ 4"C 1" 1" 4"C 1" R=1Yz" 12„ _ � 4Ya" -�,•- 4Y4" 9 fib" 1 �" I M7-1 R=1Y2" 12„ � � 3�" _... s 2�„ 1 " 3" �'" I �" � 3" 1 �" R-1 j�" 12" - � ,�„ 9 �" I M7-1 G R=1 Yi" 9" 24" M 1" 6.. �O 4"C y2" LLI► 1" M4-13 �„ 1E Y2" o—aL„ 9„ X�" D11-1 R=1Y3" 12" 1J�i" 7" 37�" 17�" 3"C 1 �„ 9" �G" 12" M 7— 3GR -R=11Z" 12„ - — - 1-�-- 9" �" 9" Y2" 9�� �» R-1�" 12" R-17�" 12" - - 9" I �" 9" I 1 �" �4" 1 �" 3" �4„ - - - 3" i �" �" 3�" M7-2 M7-3R R-1}r�" 12„ R-17c�" 12" - 9� 4�„ I 4�„ 9� 3�„ 2 I 1�" _ 1�q" �4" , q� 3i4" 2�" » 1 Ya �„ �" 2 4" M7-5 M7-6R 1 �,��" M7-5G Signs in this section: Legend -White (refl.) - Background - Green (refl.) 1Y4" M7-2G R=1Yi" 12" M7-4GR R-1Y2" 12" M7-6GR Signs in this section: Legend -Black Background -White (refl.) R=13�" — 12" �i � � t. - D4-3 Legend - Green Background -White (refl.) R-1�" 12" 2�" I 2�" 18" C� �°c� I 3" 3" " I i I - M1-8 Bike, border &numbers -Green Inside oval -White (refl.) 5Yz" 31�" 2Y"B 3" 3Yi" 1" 5Y" 4 4" 5"D 1 �i'4" 1" is area reserved for special bicycle route sign details. ........_. SPECIFlCATION REfERENCE TABLE MATERIALS AND TESTS DIVISION SPECIFICATIONS PLYWOOD SIGN BLANKS ALUMINUM SIGN BLANKS FLAT SURFACE REFLECTIVE SHEETING, TYPE C (HIGH SPECIFIC INTENSITY) VINYL NON -REFLECTIVE DECAL SHEETING D-9-7100 D-9-7110 D-9-8300 D-9-8320 COLOR USAGE REFLECTIVE SHEETING OR OTHER MATERIAL RED BACKGROUND TYPE C (HIGH SPECIFlC INTENSITY) GREEN BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) WHITE BACKGROUND TYPE C (HIGH SPECIFlC INTENSITY) YELLOW BACKGROUND TYPE C (HIGH SPECIFlC INTENSITY) BLACK LEGEND/BORDERS VINYL NON -REFLECTIVE DECAL SHEETING WHITE LEGEND/BORDERS TYPE C (HIGH SPECIFlC INTENSITY) GENERAL NOTES: The alphabets and lateral spacing between letters and numerals shall conform with the Texas "Manual on Uniform Traffic Control Devices for Streets and Highways", latest edition, and any approved changes thereto. Lateral spacing of text shall provide a balanced appearance. All materials shall conform to Department Specifications. Sign blanks shall be fabricated from 0.08 inch thick aluminum alloy (Type A) or 5/8 inch plywood as noted elsewhere in the plans. Signs shall be mounted in accordance with Standard SMD (series). For white background signs, black legend shall be applied by screening process, cut-out vinyl non -reflective decal sheeting or combination thereof. Green or other colored legends, symbols, and/or borders shall be applied by screening process with transparent ink, cut-out reflective sheeting applied to white background or combination thereof. Background shall be reflective sheeting (Type C). For green background, signs, legend shall be applied by reverse screening process with transparent colored ink, cut-out white reflective sheeting applied to colored background or combination thereof. Background shall be reflective sheeting (Type C). � � ®, 1500 S. DAIRY ASHFOgD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 ������»1 nc ,. �\. �f --- 6 Huitt-Zollars Inc. s Firm Registration No. F-761 iURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH :AO DWG FILE: CHECKED BY: 1168-BIKE-05.dwg EDP 3WNER/CLIENT: CITY OF LA PQRTE 604 WEST FAIRMONR' PARKWAY LA PQRTE, TX 77571 (281)471-5020 iHEET TITLE: FAIRMONT PARKWAY SHARED USE 'PATH BICYCLE LANE GUIDE SIGNS DRAN/ING SCALE SHEET NUMBER HORIZ: N/A �� OF �� VERT: N/A d�P.J1A1P