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HomeMy WebLinkAbout11-4502 PARK AVE PEDESTRIAN PATHN.T.S. LOCATION MAP Not to Scale HARRIS COUNTY KEY MAP: 580-F,G • S • � i � � � � � � • � • �� • � � Louis R. Rigby COUNCIL Mike Mosteit Jay Martin Chuck Engelken Mike Clausen Daryl Leonard John P. Zemanek Tommy Moser Dottie Kaminski CITY MANAGER RON BOTTOMS Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 GENERAL NOTES 3 HARRIS COUNTY EX.!'RE:SS F�EVIE111! SHEET 4 PROJECT LAYOUT 5 PLAN: STA. 0+00 to STA. 9+24 6 PLAN: STA. 9+24 to STA. 16+21 7 PLAN: STA. 16+21 to STA. 28+58 g PLAN: STA. 28+58 to STA. 37+37 (END OF PROJECT) 9 DETAILS &NOTES 10 STORM SEWER DETAILS 11 HARRIS COUNTYPAVEMENT MARKER DETAIL SHEET � 5•cP�E of 7e'Ygyt,�1 .•• t� :*:'� *�i RODNEY LEE SLATON � '. 90298 I'o'. 'fir �l� SS/ONAL EN:.r The seal ppearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 6-a�-ii 2011-4502 SHE=T 1 OF 11 I i �. i 1 , i I GENERAL NOTES: 1. THE CONTRACTOR SHALL ADJUST EXISTING UTILITY STRUCTURE TO BE FLUSH WITH PROPOSED FINISHED GRADE. WITHIN THE LIMITS OF CONSTRUCTION THIS SHALL INCLUDE BUT NOT BE LIMITED TO MANHOLE RIMS AND COVERS, WATER LINE VALVES AND GAS VALVES. EXISTING COVERS COVERED WITH ASPHALT CANNOT BE REUSED AND MUST BE REPLACED. 2. ANY DAMAGE TO ANY OF THE EXISTING UTILITIES MUST BE REPAIRED IMMEDIATELY. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE UTILITY O�NNER, WHO WILL MAKE THE REPAIRS AT THE CONTRACTORS EXPENSE. 3. ITS IS THE DUTY OF THE CONTRACTOR TO ENSURE ALL PAVEMENT MARKINGS ARE INSTALLED IN ACCORDANCE WITH THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (T.M.U.T.C.D.) AND HARRIS COUNTY PAVEMENT MARKINGS DETAILS. 4. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES AT ALL TIMES. 5. VERTICAL AND HORIZONTAL ALIGNMENT MUST BE APPROVED BY ENGINEER BEFORE CONSTRUCTED. BENCHMARK NOTE: CITY OF LA PORTE SURVEY MONUMENT L.P.S.M. #57 ON SOUTH BROADWAY SOUTH OF FAIRMONT PARKWAY AND NORTH OF LITTLE CEDAR BAYOU, AT THE NORTHWEST CORNER OF THE INTERSECTION OF SOUTH BROADWAY AND GARFIELD BLVD., 7.8' EAST OF SIGN, "WATCH FOR ICE ON BRIDGE," AND 7.3' WESTOF SOUTH BROADWAY EDGE OF ROAD; 680,994.96N, 3,264,343.86E, ELEV.=12.66, (197$ ADJUSTMENT NGS SEA LEVEL DATUM OF 1929) TBM #1 5/" I.R. FND. AT THE N.W. CNR ON BLK 1114 ON THE S. R.O.W. LINE OF FAIRMONT PARKWAY APPROX. 1.5' S. OF A P.P., 15' N. OF GUY WIRE IN THE 4TH AVE. R.O.W., 47' N.E. OF N. RIM OF M.H. IN THE S. 4TH AVE. R.O.W., 13806335.47N, 3234043.08E, ELEV.=12.90 (DATUM 201 ADJ.) TBM #2 I.R. W/CAP FND. AT THE N.W. CNR OF 16' ALLEY OF BLK 1114 ON THE E. R.O.W. LINE OF 4TH AVE. 110' S.E. OF M.H. FND. IN CONC. DRIVE THAT JUTS INTO THE 4TH AVE. R.O.W. FROM FAIRMONT PARKWAY, 77' N.E. OF A P.P. AT W. R.O.W. LINE FOR 4TH AVE. AND BLK 1113 16' ALLEY; 13806210.64N, 3234049.79E, ELEV.=1460 (DATUM 2001 ADJ.) TBM #3 %" I.R. FND AT THE S.E. CNR OF BLK 1120 ON THE W. R.O.W. LINE OF MONTANA ST. 15' N.W. OF THE W. END OF A 15" RCP THAT CROSSES THE N. SIDE OF MONTANA ST. FROM E. TO W.; 13805454.24N, 3233685.02E, ELEV.=11.97 (DATUM 2001 ADJ.) TBM #4 I.R. W/CAP ON THE N.E. CNR OF THE S.E. R.O.W. LINE OF BLK 1161 AT THE INTERSECTION OF MONTANA ST. AND PARK AVE., 53' N.E. OF P.P. ON THE R.O.W. LINE OF PARK AVE. S. OF THE MONTANA ST. R.O.W., 50.0' S.W. OF THE W. END OF A 24" RCP ON THE N.W. SIDE OF THE INTERXETCION OF MONI"ANA ST. AND PARK AVE., 13805092.40N, 3233886.13E, ELEV.=11.53 (DATUM 2001 ADJ) TBM #5 I.R. W/CAP ON N. R.O.W. LINE OF BLK 1161 AT THE N.W. CNR OF THE INTERSECTION OF PARK AVE. AND THE "M" ST. R.O.W., 17.5' N.W. OF THE N.E. RIM OF THE C.B AT THE S.W. CNR OF THE INTERSECTION OF PARK AVE. AND THE "M" R.O.W., 11.5' S.E. OF THE INTERSECTION OF PARK AVE. AND THE "M" ST. R.O.W., 13804834.59N, 3233776.72E, ELEV.=11.15 (DATUM 2001 ADJ.) TBM #6 I.R. W/CAP AT THE S.W. CNR OF BLK 1159, 6' N.W. OF A P.P. N. SIDE OF "M" ST. R.O.W., 9' S.E. OF CNR OF S.E.T. ON N.W. CNR OF S. BROADWAY WITH "M" ST. R.O.W., T N.E. OF CNR OF S.E.T. ON N.W. CNR OF S. BROADWAY INTERSECTION WITH "M" ST. R.O.W.; 13804926.59N, 323793E, ELEV.=11.56 (DATUM 2001 ADJ) FLOOD PLAIN NOTE: PART OF THIS PROJECT LAYS IN ZONE "X" AS SHOWN ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) No. 48201 C0945L REVISED JUNE 18, 2007. THIS STATEMENT SHOULD BE USED FOR FLOOD INSURANCE PURPOSES ONLY AND DOES NOT ATTEMPT TO IDENTIFY SPECIFIC FLOOD HAZARDS. GENERAL UTILITY NOTES: , 1. CALL 713-223-4567 FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS PRIOR TO ANY EXCAVATI )N IN THE AREA. 2. LOCATION OF UTILITIES SHOWN ARE APPROXIMATE. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCA- E ALL UTILITIES (PUBLIC AND PRIVATE) PRIOR TO COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND PRESEVE THESE UTILITIES WHETHER UNDERGROUNC ABOVE ' GROUND OR OVERHEAD. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED CALL CENTERPOINT � T 713-223-4567. 3. CONTRACTOR SHALL CONTACT ALL OF THE FOLLOWING PHONE NUMBERS FOR LOCATION OF UNDERGROI ND FACILITIES ' 72 HOURS PRIOR TO ANY EXCAVATION IN THE AREA. (UCC HOUSTON) 713-223-4567 (TEXAS ONE —CALL SYSTEM) 1-800-245-4545 i (DIG—TESS) 1-800-344-8377 4. TELEPHONE AND TELEVISION CABLES MAY EXIST UNDERGROUND OR OVERHEAD THROUGHOUT THE PROP )SED PROJECT � AREA. CONTRACTOR SHALL CONTACT "DIG—TESS" at 1-800-344-8377 AT LEAST 48 HOURS PRIOR T) BEGINNING ANY CONSTRUCTION FOR LOCATION AND MARKING OF THESE UTILITIES. 5. LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION, AND/OR INDU TRIAL GAS SUPPLY CORORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES .ARE � USUALLY NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT � 13-223-4567 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES LOCATED. i i A. WHEN CENTERPOINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE CALL 713-967-8037 (7:00 AM TO 4:30 PM) FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS. ;, B. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF CENTERPOINT ENERGY FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING I NON —MECHANIZED EXCAVATION PROCEDURES. C. WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT MUST � `� BE PROVIDED TO THE FACILITIES TO PREVENT EXCESSIVE STRESS ON THE PIPING. 9. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY �0 )ATE AND i �`' PRESERVE THESE UNDERGROUND FACILITIES. 10.OVERHEAD ELECTRICAL LINES MAY EXIST ON THE PROPERTY.. WE HAVE NOT ATTEMPTED TO MARK THC SE LINES �;:. SINCE THEY ARE CLEARLY VISIBLE. YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTI JN. TEXAS ; �� LAW, SECTION 752, HEALTH &SAFETY CODE FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS NAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGA _LY : ` RESPONSIBLE FOR SAFETY .OF CONSTRUCTION .WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CI'IMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED CALL CENTERPOINT AT 713—� J7-7777. i 11. THE LOCATIONS OF SOUTHWESTERN BELL TELEPHONE (SWBT) COMPANY FACILIITES ARE SHOWN IN AN k PPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION PRIOR TO COMMENCING WORK. HE AGREES j TO BE FULLY RESPONSIBLE, FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILUR _ TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. A. THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED. B. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF I SOUTHWESTERN BELL TELEPHONE FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED . USING NON —MECHANIZED EXCAVATION PROCEDURES. WHEN BORING THE CONTRACTOR SHALL EXPOSE THE SOUTHWESTERN BELL TELEPHONE FACILITIES. C. WHEN SOUTHWESTERN BELL TELEPHONE FACILITIES ARE EXPOSED THE CONTRACTOR ' SHALL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE SHE POLE FOR SUPPORT. , �� ,t �l� �� NOTE: STORM WATER CULVERTS TO BE BEDDED BACKFILLED TO SPRING LINE WITH 1 %2 SACK CEMENT SAND. PIPE UNDER PAVEMENT BACKFILL TO BOTTOM OF PROPOSED PAVEMENT. r,,�PTE OF Tf,`.,95�) 1+ k�;'� *' #'. � .* ROONEY�i EE SI ATON ..........90298 ......:.. ��„�,� The seal gearing on this document was ' authorized by RODNEY LEE SLATON P.E. 90298, on �-a1—�1 ly Ir ;_ ;r ;7 I DWN: _.� CITY 0 = LA PORTE ='� CK'D: PLANNING C cPT.ENGINEERING DIV. BLS APV'D: 604 W. AIRMONT PKWY. RLS LA POF 'E. TEXAS, 77571 Scale: r 281-471-50: 0; FAX: 281-470-5005 1 "=100'— PARK AVE :NUE PEDESTRIAN i'ATHWAY GENERAL hdOTES MA�t., ;_;^. 20;1—��;;;, I. . l , PAVING I. ESIGN THICKNESS OF PAVING II. ILIZED SUBGRADE TO A DEPTH OF III. N STRENGTH OF CONCRETE IV. ND PLACEMENT OF STEEL: DRIVEWAYS I. NUMBER DRIVEWAY APPROACHES PROPOSED: II, HARRIS C STANDARD DRIVEWAY DETAIL AF ON SHEET F PARATUS ACCESS ❑ REQUIRED AND SH ON SHEETS) ❑ NOT REQUIRED DUE I. ISLANDS AND MEDIANS REQ STANDAR II. ❑STANDARD 6" CURBING P SED ❑ 4" x 12" CURBING PROPO TRAFFIC CO EI I. MEDIAN CUTS ❑ NO MEDIAN CUT OR RELOCA IS ❑ MEDIAN MODIFICATIONS AR WN 0 II. LEFT RIGHT TURN E ❑ NO LEFT /RIGHT TU NE IS PROPO ❑ LEFT /RIGHT TURN IS SHOWN ON � CURBING AT MEDIANS AND ISLANDS ❑ NO WORK IN T IGHT OF WAY IS PROPOSED T WOULD INTERF WITH TRAFFIC FLOW ❑ TRAFFIC CO SHOWN. ON SHEET V. TRAFFIC AL ❑ NO TRA SIGNAL IS EXISTING /PROPOSED ❑ EXISTI RAFFIC SIGNAL DEVICES (T.C. BOXES AND LOOPS SHO N SHEET ❑ PR ED TRAFFIC SIGNAL (BY OTHERS) /. FIC IMPACT ANALYSIS TRAFFIC IMPACT ANALYSIS IS REQUIRED RAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE: / SUBDNISION DRAINA SEWER )E DITCH ❑ CITY OF ❑ OTHER ❑ TO DETENTION PO ❑ DETENTION POND MA ❑ TO HCFCD DRAINAGE ❑ TO HARRIS COUNTY ROAD NAME: ❑STATIC W.S.E. ®OUTF ❑ PROPOSED STORM IS BY _ UNIT N0. E DITCH FREQUENCY CAPACITY A TED TO TRACT FROM D. A. (CFS) FROM D AREA MAP DATED: _ PREPAR ACTUA FALL RATE: (CFS) PRIOR TO DETENTION: AFTER DETENTION (IF REQUIRED): '], FLOOD CONTROL DISTRICT CRITERIA I. DETENTION SUMMARY STORMWATER DETENTION BASIN ROUTING TABLE DETENTION BASIN DRAINAGE AREA = _ ACRES MAX BASIN DRAIN 1TME (100—YR EVENT) Hnuac RAINFALL EVENT PROBABILITY PRE —DEVELOPED PEAK RUNOFF CFS POST —DEVELOPED PEAKDETENTION RUNOFF CFS BASIN PEAK OUTFLOW CFS MAXIMUM WATER SURFACE ELEVATION PEAK STORAGE VOLUME AC —FT STORAGE RATE AC —FT PER AC TO% EXCEEDANCE (10—YEAR) N/A N/A N/A N/A N/A N/A i%EXCEEDANCE (100—YEAR) N/A N/A N/A N/A N/A N/A ADDITIONAL CRITERIA FOR PUMPED DETENTION BASINS: VOLUME OF PUMPED 1% EXCEEDANCE STORAGE VOLUME _-_AC-FT _ % OF TOTAL VOLUME MAXIMUM DESIGN OUTFLOW VELOCITY INTO HCFCD CHANNEL = Fi./SEC. DRAIN TIME FOR BASIN = HOURS BASED ON HEAD CONDfHONS. STORMWATER DRAINAGE DESIGN REPORT REPORT TITLE N/A REPORT DATE _N/A ENGINEERING FlRM N/A DATE OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPLAIN ADMINISTRATOR HCFCD PROJECT fj STORMWATER DETENTION FOR THE PROPOSED WORK CONTAINED IN THESE PLANS IS PROVIDED BY OTHER PLANS: PLAN TITLE ENGINEERING FlRM DATE SIGNED BY HCFCD HCFCD PROJECT � II. HCFCD STANDARD NOTES: SEE SHEET 2 OF THESE PLANS. III, HCFCD STANDARD DETAILS: SEE SHEET N/A OF THESE PLANS. IV. REFER TO PLAN SHEETS FOR EXISTING AND PROPOSED RIGHT OF WAY DELINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDE CLERK'S FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT, FEE STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) 114IESJ 1. COMPLETE ONLY IF HCFCD OR HARRIS COUNTt' IS REQUIRING DETENTION. ii. COMPLETE ONLY IF PROJECT HAS WITHIN R OR IS IMMEDIATELY ADJACENT TO AN IXISRNG OR PROPOSED HCFCD MAIMAINED CHANNEL OR DETENTION BASIN. III. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFACE, BACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN IXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENDON BASIN. IV. COMPLETE ONLY OF PROJECT HAS WffHIN OR IMMEDIATELY ADJACENT TO R AN IXISDNG OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENDON BASIN. COMMERCIAL /OTHER SITE DEVELOPMENT AREA: EVELOPMENT AREA (AMOUNT INCREASED IVIOUS AREA): NEW AREA X_ DETENTION REQUIRED PROPOSED VOLUME _ III. OUTFACE � OUTFACE TO ❑ H.C. R0� ❑ EXISTING ❑ OTHER _ ROADSIDE DITCH OUTFACE: ALLOWABLE OUTFACE RATE: PROPOSED OUTFACE RATE: ❑ STORM SEWER OUTFA CAPACITY ALLOCAT FROM DRAINAGE PREPARED BY: ACTUAL OUTF ATE: V PUM E DET AC �k 5 CRE FEET * .65 1.00 OTHER: FEET DIT T SEWER x LF Frontage = (CFS) TRACT FROM MAP: MAP DATED: VOLUME T GRAVITY FLOWS: _ _ VOLUME IS PUMPED: _ ENT VELOCITY INTO ROADSIDE DITCH OR SEWER: P PECIFICATIONS AND OPERATING PLAN R ON SHEET OW ESTRICTOR SIZE OUTFACE PIPE SIZE: RESTRICTOR PIPE SIZE —____ $, FLOOD PLAIN STATUS Q I. GENERAL INFORMATION L;'ry 0'F � I °Frf f FIRM PANELS) DA EPROPERTY: 6/17/20085, SUFFIX L if/ �,/oD /�la(n A��p,(gj/�q%1 STATUS OF PROPERTY ON MAP e1 ❑ ENTIRELY LOCATED IN UNSHADED ZONE "X" ❑ LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE "X", DELINEATE FLOODPLAIN BOUNDARY ON CONSTRUCTION DRAWINGS (DRAINAGE LAYOUT PG. NO. ) (BASE FLOOD LEVEL__) ® LOCATED ENTIRELY IN ANY "A" ZONE OR SHADED ZONE "X", (INDICATE BASE FLOOD LEVEL 12.00 ) ❑ LOCATED IN THE 10—YEAR FLOODPLAIN 9 . ❑ LOCATED IN CYPRESS CREEK LOMR 08-06-2369P (INDICATE BASE FLOOD LEVEL ) ❑ SITE REMOVED FROM FLOODPLAIN BY COMA PE (CFS) (CFS) ACRE FEET ACRE FEET VATER AND WASTEWATER PE OF SERVICE PROPOSED MUNICIPALITY: _ NICIPAL UTILITY DISTRICT: ❑ R DISTRICT: ❑ PRI WATER AND WASTEWAT ❑ PRIVA TER SYSTEM AND VID ❑ INDIVIDU TER WELL A SSF O OTHER: 5, DESCRIPTION OF PROPERTY I. LEGAL DESCRIPTION A. ACREAGE: PARK AVENUE B. ❑SUBDIVISION: YSTEMS UAL OSSF ❑SURVEY &ABSTRACT: H.C, WASTE WATEI�ERI�REQUEST N0. C. ADJACENT ROADS: FAIRMONT PARKWAY II. PLATTING ❑ LETTER FR ISTRICT ORIZING SERVICE A. SUBDIVISION PLAT AND CON ION ❑PROPOSED PLAT /REPEAT ❑ RECORDED PLAT / REPEAT ❑ TCEQ OVAL FOR WATER TEM AND PLAT NAME: —_--_—____+ PER OR WASTEWATER SYS ----- ❑ OS UBDIVISION PLANNING RE PLAT NUMBER _________�_ ____ __ ❑ NO PLAT REQUIRED — B. STREETS PROPOSED NT OF FLOW ❑PUBLIC RESIDENTIAL: LOTS OR S ❑PRIVATE ❑ PUBLIC &PRIVATE ❑ COMMERCIAL: AVERAGED FLOW ❑NONE ❑ OTHER: III. JURISDICTIONS � ❑ CITY OF HOUSTON NOTES: ❑CITY OF LA PORTE I. COMPLETE FOR ALL PROJECTS II. COMPLETE FOR ALL PROJECTS. � ❑ ETJ, CITY OF HOUSTON III. COMPLETE ONLY IF TCEQ DISCHARGE PERMR IS PROPOSED ❑ ETJ, CITY QF ❑ NO ETJ IV. HCAD ACCOUNT NOS. (ALL) �— RK IN HCFCD RIGHT-OF-W. OR LOMR—F CASE N0. ❑ 0 L ❑ OTHER ❑ UTIL RC ❑ ROAD ELEVATION INFORMATION ❑ FILL AC BENCHMARK USED ❑ REHABILI ® HARRIS COUNTY FLOODPLAIN REFERENCE MARK ❑ MAINTENAN ❑ HARRIS—GALVESTON COASTAL SUBSIDENCE DISTRICT ❑ TEMPORARY BENCHMARK (FOR COASTAL AREAS) ❑ OTHER DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND YEAR OF ADJUSTMENT (2001 ADT.) 5/8" IR FOUND ALONG SOUTH R.O.W. LINE OF FAIRMONT PARKWAY NEAR 4TH AVENUE. II. PERMIT II. FLOOD PLAIN DETERMINATION BAS D ON GROUND ELEVATION ❑ PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL AND IN SHADED ZONE "X" ® PROPERTY LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOOD LEVEL III. FLOODPLAIN STORAGE SUMMARY (FLaoDPLaNNAs DELINEATED 8Y flRMDPANEL� W!1}iIN A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.): i.e., BELOW ELEVATION 1 .00 (2001 ADJ.) 35.00 CUBIC YARDS B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM DELINEATED FLOODPLAIN: i.e., BELOW ELEVATION 12.00 (2001 ADJ.) 35.00 CU81C YARDS C. FILL AREA IN FLOODPLAIN IS SHOWN ON SHEET IiOIES: I. COMPLETE FOR ALL PROJECTS 11. COMPLETE ONLY IF PRQIECT IS ADJACEM TO 100-YEAR FLOOD PLAIN 1V LILOMR REQUIRED ❑CLOMR REQUIRED VERIFlED BY: ❑ US ARMY G PERMIT NUN ❑ US ARMY CI ❑ OTHER ❑ NO PERMITS EXPLAIN: FOR PROIECFS LOCATEDMANY FLOODPLARJ Developmern coutnicredorpleredln areordanrewlfh there planrwlll comply with allprovlrlou ojme Regu(ariau ojtlarir County, TuufarF(oadplain Afanagemene. No nerhllGallowedtnlhepoodplain andnojftGatlmvedln rheJlaodway. FOUNDATION NOTES: NPPB¢+ro¢ntybvlWnpar bulld/ng edNdom mquWngaekn Hprrmh) Aq wafer heafemjumacer, aveondlNantng unftr, elecMwldlrMbuNonpaneG, aml any othermechanlcal or elecbical egulpmenf mutt b¢ elevated to aemrdunce wIIh Secdon 4Af ofHam4CounryFlaodp(aln regularionr. AYeluMcalcfrcvltservingallBMmdtch orout(et locatedbelow the bare (/00.y )Jlaodetevarfon shaltbedroppedjrom above andb¢onaseparat¢banker. All mareria6rvedbelmv the (100-year) 6meJlaode(evarlonare an approvedFEAfATechnlcal Bullealn 1-93 as Ckss 5 water-rvGtanf, andapproved in accordance w1A FEMATechntcalBul(etln /-93forfoundaNan opening. Ijrheproperry tr(acaredwlrhtn fhedeNgimred IOYJlaodplafn omen--yearJl¢odplaln all coruhucNon up ra nvenry-four(14) In¢herabav¢The bareJloodetevaflonm�rt ur¢ maranry concrete orsrcet. NrmemarenaG mutbe uedjorpierr, calumu andfowdaRon xnlG. Caunvcrfon aJcrufaalcarc/aclRNu on tandlocalydbe(owrhe bue (100.yeor)Jloodelevarlon in the SOOyearJloodplatn orwtthin the bue (100.year)Jlaodp(aln rhall have the lmvurdlaorelevatedlolhree jemarmumabav¢the barepaad¢r¢vanaa Floodpro fngandsealingmeuurer mutbe taken ro ensure lhattadcsukrmncu rvlll nafbe dbplaredby orrelearedlnroQaoAvarem. Aceers rouru elevated to or above the level of the bue Jload shag be provided to all mitlml faclBtlu to th a atenr ponfble. Camalered Blcvatlan CerdRearesmbe svbmbted� t ITN d R th 1 bUpo d 6-R trt f IIM db! th h i¢ tans d fMrdts rmutredonre counuctfon lrfintrhed. •(PER CURRENTFIRhfPANEL)ta rfieNarr4 CountyPubllcl�mucmre,ArchltecrureandEnglneeringOtvlrion, 10555 Nonhwerf Frenvoy, SuNc 110, Houron, TX 77092 A eampleredm-buNtcen�wmmurt besubmlNed nerthe sndrnrelrcomp(ete andbejore RU pled The C¢unryEng(neer'r Office wl!lpnsra fina(Wpeulon noNce¢n thesrruwmonce atl requfremennhave been met. E /CULVERT CROSSING OF CHANNEL INDIVIDUAL PERMITS ❑ IRONMENTAL CONSULTANT REPORT REPORT TITLE REPORT DATE OTHER NOTES; I. -III. REQUIRED ON PROJECTS WITH WORK IN A HCFCD CHANNEL. PLEASE REFERENCE SECTION 17 OF THE FLOOD CONTROL DISTRICT POLICY, CRITERIA, AND PROCEDURE MANUAL FOR MORE INFORMATION. V. UNOBSTRUCTED VISIBILITY EASEMENT (U V E ) ❑ REQUIRED AND SHOWN ON SHEETS) ❑ NOT REQUIRED KEY MAP ®page(s)______________ >k CPC 101 FORM MAY BE REQUIRED 1 Q, PERMITS REQUIRED (SECTION TO BE FILLED OUT BY HARRIS COUNTY REVIEWED ❑ STORM WATER QUALITY ❑ PHASE II PERMIT CLASS I ❑ PHASE II PERMIT CLASS II ❑CRITICAL FACILITY ❑ DRIVEWAY WITH CULVERT CURB AND GUTTER ❑ SEPTIC (EXISTING) ❑SEPTIC (PROPOSED) ❑ NOTICE OF DETENTION REQUIRED ❑ FILL AFFIDAVIT REQUIRED ❑ BUILDING PERMITS (N0. OF BUILDINGS = �__ ) ❑ SUBDIVISION INFRASTRUCTURE PHASE II (N0. OF LOTS = _ NOTES: WORK IN HARRIS COUNTY R.O.W. ® UTILITY ❑ CONSTRUCTION ❑ OTHER 11 CURB RAMPS /SIDEWALK CURB RAMPS PROPOSED ❑YES ❑ NO SIDEWALKS PROPOSED ®YES ❑ NO A. HOME BUILDER ❑YES B. DEVELOPER ❑YES C. H.O.A. ❑YES D. OTHERS CITY OF LA PORTE I Z LANDSCAPING ❑ REQUIRED AND SHOWN ON SHEETS) ® NOT REQUIRED N�iti 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. P,EFER TO www.ena.hctx.net/permits FOR EACH SCOPE OF WORK IN HC OR IN HCFCD ROW. ADDRESS: (, STORM WATER QUALITY I. CONSTRUCTION PROTECTIVE MEASURES ❑ SWPPP SITE PLAN AND DETAILS ON SHEETS) __N/A II. APPLICABILITY FOR PERMANENT FEATURES. ® EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PIRCEL. ❑ EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PIRCEL WHERE TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSE I) IS LESS THAN 1 ACRE. ❑ EXEMPT "GRAND FATHERED" BY AN EXISTING STORM S WER LINE. ❑ STORM WATER QUALITY PERMIT REQUIREMENT FOR THIS PROJECT IS COVERED BY------------------------°k �. ❑ "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWAMP SITE PLAN ON SHEET(S)------------------------------- -- III. PERMANENT STORM WATER QUALITY FEATURES ❑ VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY S )ALE, URBAN FORESTRY) DETAILS AND CALCULATIONS APPEAR ON SHEETS) ___ _________ ❑ POND STRUCTURE USED (WET, DRY, WETLANDS) DETAIL AND CALCULATIONS APPEAR ON SHEETS) ____________ ❑ HYDRODYNAMIC TYPE SEPARATOR MODEL: _________ ________________ ❑ OTHER(S): NQTE$ _ I - Il REQUIRED ON ALL PROJECTS, III IF NOT IXEMPT OR "GRANOFATHERED' �C INCLUDE: PROJECT TIRE, HARRIS COUNTY PROJECT NUMBER, AND SWO PERMI NUMRER, OR THE NAME OF THE PERMfrDNG AUTHORITY IF OTHER THAN HARRIS COUNTY. HCPID SIGNATURE BLOCK PROJECT NAME: PARK AVENUE PEDESTRIAN PATHWAY .WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED 3ELOW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE BY AS TO PAVING AND OR DRAINAGE ONLY DATE BY AS TO LOCATION OP (TES 1 �ii UN RIG' 1TM OF WAY DATE /1/ ,�sWc�F / ��;�� 6/zk/�I _ 8Y AS TO STORM WAT QUALITY � L DATE ADDITIONAL COMMENTS: HARRIS COUNTY FLOOD CONTROL DISTRICT /'^/ INTERPOSE N/O�H��1ECTION // BY ' ✓��tct.+� �J,e,.f'�.-- DATE �! /3 / _ FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT-OF-WAY �� APPROVED: BY DATE _ FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT-OF-WAY APPROVED: BY DATE FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY ADDITIONAL COMMENTS: THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUF 'ORTING DATA AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATE � AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONV YS THE ENGINEER'S RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROF ;IATE FEDERAL, STATE AND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER LEGALLY ADOPTED REGULA7 )N OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED 8Y ORDINANCE, COUNTY PERMO WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OEifA1NED. THESE SIGNATURES ARE VALID FOR A MAXIMUM OF TWO YEARS. ENGINEER'S CERTIFICATION I RODNEY SLATON A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO H:REBY CERTIFY THAT THE INFORMATION PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNC VLEDGE AND THAT I AM NOT VIOLATING ANY PROVISION OF THE CURRENT TEXAS ENGINEERING PRACTICE ACT AND R LES CONCERNING THE PRACTICE OF ENGINEERING AND PROFESSIONAL ENGINEERING LICENSURE. ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION. THE COMPLETED PROJECT CONSIST OF DRAWING SHEETS 1 THRU 11 sEAL SIGNATURE DATE t R E V I S I O N S ���� A_ � DATE SHEET N0. DESCRIPTION P.E. I H.C. APPROVED DATER 2.0 iH�z�jl EXPRESS REVIEW SHEET PROJECT N0. 20►2�06 SHEET f UMBER _ 3 _ OF _ �� FLOOD PLAIN NOTE: PART OF TIS PROJECT LAYS IN ZONE "AE" AS SHOWN ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) N0.48201 C0945L REVISED JUNE 18, 2007. THIS STATEMENT SHOULD BE USED FOR FLOOD INSURANCES ONLY AND DOES NOT ATTEMPT TO IDENTIFY SPECIFIC FLOOD HAZARDS. 1 PARKS AND RECREATION CENTER BLOCK PROP.BOLLARD 1158 STA. 32+96 (1) END PROJECT STA. 37+37 PROP. 8"SOLID LINE gpy, f" _ — RbPr--PROP. B" PROP. 8" DASHED SOLID LINE STRIPED LINE PROP.10'-WIDE BLOCK PEDESTRIAN PATHWAY 1432 PROP. CONTINENTAL PAVEMENT MARKING (SEE SHEET 11) PROP. R=5' (fYP.) REMOVE - CURB 5' FROM EACH SIDE OF PROP. PEDESTRIAN WAY & RECONSTRUCT AT TAPER SHEET 8 a o� 00 �� mo 5� I 1 I I BLOCK BLOCK I I 1160 1159 , I I � -- i I �I > � I PATH i i I 4a�- -P° I �. PROP. R=10' (TYIrp) ossE I I 'M•LR TBMiB I i %5' RCP /r I.R W CAP � I.R W/CAP , ,"_", ...e _ �I I / i / I CCRC:--_'—_-1`E%ISL M.H.. -iiCW �E%ISi. M.H. �s �` �T PROP. 10'-WIDE "M" STREET T• P•P• PEDESTRIAN PATHWAY (60 R.O.W.) W iPE�EDNE TREES �'-�- &BRUSH BLOCK -�-. 19 re Row \--�- OW�- BLOCK �• 18 PAtx "K"STREET (60' ROW) wl w Q I ZO I w I O "L" STREET (80' ROW) BLOCK -1 1160 I w z TREES I a &BRUSH � o I o I.R. 30LLARD• 26+68 (1) I.R. W/CAP•/ / EXIST. M.H. BD -NAIL EAST, PROP. REST STOP W/BENCH, ADD 12 LF 24"HDPE, CROSSOVER 1 BLOCK 1112 I �.— I I.R. I.R. W/CAPS I I l I.R W/CAP EAST FAIRMONT PARKWAY (100' ROW) ATkT i Row LR w/cAP-� '{ I ' `LR w/cAP I � I E%IST. 10' TALL I I I � I Ewsi. TRm I I BLOCK I c��o I 1119 I I t- Ewsr.-. w � TREBJNE I I � � I E%IST. 72• TALLOW I I I � Ewsr. • TALLOW I Z Ewsr. 8' TALLOW � Z � � BLOCK Gj� I O 3� 1120 of � �/ i I �,r Exlsr. / e• oAR ''""'�" O I.R. ryC I I � I (BO' ROW) TBM/2 I.R W/CAP I•.__ EXIST. P.P.-� LR w/cAP I PROP. 10'-WID�- I PEDESTRIAN PATHWfjfY BLOCK 1113 �JtD � I r� /�� O �� I I /A� o / C �� EXIST. SPN. SWR 20 LF -24" M EJOST. E%IST. O.H E LA PORTE HIGH SCHOOL °°�� �""�� SWR INLET Ewsr. e• oAH TREE EXIST. P.P. REMOVE EXIST. 4'-WIDE SAN Ewsr. oHE & PROP. ADD 115 LF 10'-WIDE PEDESTRIAN PATHWAY Ewsr sTM. sxR. M.H. REMOVE EXIST. 12" OAK O°sT• tz• oAX 1REE TREE &REPLANT "P,,,R.OP�. W 4C,�R� STRIPING. 8 REPLACE WITH NEW STRIPING ��� PROP. 10'-WIDE ijRiAN PATHWAY 16' ALI.EY1� i iI PROP. 10'-WIDE PEDESTRIAN PATHWAY NOTE: STA. 5+28 TO BE FIELD ADJUSTED TREES / / / / EWST ,g�NE• & BRUSH / / BLOCK 1114 HDPE , , E%IST. TREEUNEI / / / BLOCK 1114 / 10.0' / / % %. �, �• %'LP• TREES `' &BRUSH -�.RCk. / / \- 4• -\- ' , rs (z) -V —PROP. 10'-WIDE -�. ,PEDESTRIAN PATHWAY -�ROw �• (8p. eow\- RO -� h'J Ewsr. TREEUNE ' I I � � oAX � %, I I PROP.RESt / / STOP: BENCI� / � /%. AND TRASH CAt3 _.,.... BLOCK 1115 PROP. BOLLARD / STA. 15+22 (1) / , / / EXIST �• "L" STREET (80' Ruvv) TRmiNE / , EwsT. ROP. 4D LF%-2QQ" HDPE DUMPSTER . 20 L{/ -2,4"HDPE PROP. BOLLARD_ _ IR ._--�. 5+92 (1) � W/CAP, I i i 1 I I �1 '\ PROP. 10'-WIDE PEDESTRIAN PATHWAY � \�f ,\NO \ / I I \y ,,v, I I 'Po\y�F� BLOCK \�so, 1161 �\�O� ( I '\d I � _ � PROP. BOLLARD I r— '— -�. \" STA. 19+25 (1) `PROP. CONTINENTAL '� '� / PAVEMENIT I�fARKING TREES (SEE SHE�T i 1) $I BRUSH\ TREfl NE �\ ` \ L W/CAP I �\ �\. Y�•IR I sr. s1REEr ucnrl _ �\ \. I Ir1.R. W/CAP SEXIST. 24• RCP \ EXIST. BRUSHDNE PROP. BOLLARD TeM/s STA. 25+B7 (1) I.R w/°Ap. PROP. PROP. 10'-WIDE 12 LF 24" PEDESTRIAN PATHWAY �57, ,n:,g° `AO°PPaoxs. OCA PROP. , t1oN�TREES FILL & BRUSH BLOCK PROP.REMOVT� 14 TOP OF EXIST. INLE ; -�- INSTALLTYPE "E"INLET, °w � OPEN TO SOUTH EXIST. BLOCK 12 ✓EPEE-`--� q I,FN( S� N 'SEE PARK AVENUE DITCH CROSSING DETAIL SHEET 9 / BLOCK �j 11 '� •PROP. 10'-WIDE PEDESTRIAN PATHWAY '.BOLLARD 23+48 (1) `'SEE DETAIL SHEET 9 FOR PARK AVENUE AT"M"STREET / ��/ 0 / � NOTE: SEE / �� /3 SHEET 9 FOR '/��=J4r 1`g T-PSECTION / BLOCK IrQ� 13 pyp -, A(rFNUFs BLOCK 49 o"°. 3 PAIL BEGIN PROJECT t�� / �� iJ ,gyp: /��o ,,� /QT � Ewsr. 4' stoEwAtx ROP.RELOCATE / %EXIST. STOP SIGN / (SEE NOTES & / DETAIL THIS SHEET) / /o PROP. LOCATION ' FOR EXIST. RELOCATED STOP SIGN `PROP. CONTINENTAL 8'-WIDE j PAVEMENT MARKING / (SEE SHEET 11) 'tbPROP. WCR $AN. SWR M.H. PROP. BOLLARD STA. 2+76 (1) EXIST. 78' RCP ��y,�Pg6 of rFxgs�� +1 itF : * �� *; � ••,*/ RODNEY LEE SLATON 1 �. A::.... 90298 .........� I�i�,p� �FC/STER��' `�4'�� + �l SS/ONAL E�G+�.. ��.....� The seal gearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 6��1-�) N W �) (� E /"'I I"\ S o too zoD SCALEI 1"= 100' LEGEN[) IMPROVEM :NTS R.O.W.—__—___. ____— ROAD`. FOR CURBED ROAD CU2________________ __________ DRAINA E TOB TOE................................................ .............................. CLD—...—...—...—...—....-...—...—..._ CMP—__--___. .__—_— RCP---___—_..—__-- UTILITIE 3 SS UNE _--_-------.------_ GAS UNE—oAs—ws—oAs— •ws—as— WATER UNE—_____— —___ PHONE UNE —sac —sac —sec —sec — TREE UNE FENCES & ITHER WOOD FENCE 11—Il— -11—ll— BARBEO WIRE FENCE—X—X—X— —X CHAINUNK FENCE—0-0-0— —O POST FENCE—❑—❑—D— —❑ FILTER FABRIC—F/F—F/F— —F/F TREE ORIPUNE ________ipq________. __________ TREE �'�,e��� BUSH DWN: JR of � A CITY 0 = LA PORTE � o CK'D: m PLANNING D :PT.ENGINEERING DIV. RLS 604 W. 141RMONT PKWY. APV'D: RLS *� LA POR E. TEXAS, 77571 Scele: 281-471-50. ); FAX:281-470-5005 1"=100' PARK AVE ;NUE Date' APR., 2011 HIKE-N-BIKE TRAIL Project No.: 2011-4502 SHEET: PROJECT. L, �YOUT 4 of 11 FLOOD PLAIN NOTE: PART OF TIS PROJECT LAYS IN ZONE "AE" AS SHOWN ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) N0.48201C0945L REVISED JUNE 18, 2007. THIS STATEMENT SHOULD BE USED FOR FLOOD INSURANCES ONLY AND DOES NOT ATTEMPT TO IDENTIFY SPECIFIC FLOOD HAZARDS. EXIST. SIDEWALK OW__ __ _— --�-- __ __ __ R -- -- .. ..�....: EAST FAIRMONT PARKWAY (1OO' ROW) ATBcT PED - �h - - - _ � . -- -- ROW / 'I IR12 I EXIT. INL�T I ROW I I 1 1 I I I I I EXIST y2„I P.P. ry�x ,�" _ _ _ GAS ,�. GAS — — ve 2a, ,• ,�. . ti.� TB M #1 y ��. f 7 '�y2 ,„ �"6 "�� EX�ST. y2 I.R. .�> _" i N (SET EXIST. I�,oei M.H. 1i EXIST I x 9' P.P. I .— EXIST. CON C BIKE TRAI EXIST. O.H.E. SCHOOL EXIST. STM. SWR. INLET EXIST. 6" OAK TREE EXIST. P.P. ,/ REMOVE EXIST. 4'—WIDE S/W EXIST. OHE .% & PROP. ADD 115 LF 10'—WIDE PEDESTRIAN PATHWAY EXIST. sTM. swR. M.H. g EXIST. 12" OAK TREE / REMOVE EXIST. 12" OAK TREE &REPLANT PROP. WCR EXIST. SBC PED. X EXIST. P.P. g/�� ��_ EXIST. SAN. —`� � L � �,/ / � � BEGIN PROJECT '� �� , ;' // STA. 0+00 �.��, �- / tea/ , / / ' / / ! / �j i i / i i / `� / ' i i l �J / i i / �� �/ /� .�, / O / Q' �- / /�. !! /�-�O' /! / Q-�' ;' // Q ,/ EXIST. 4' SIDEWALK , / / / ,� ROP. RELOCATE swR_ M.H_ _ _ _ _ ;;, ��`' % // /EXIST. STOP SIGN --- -- ��� ��� .� ' ' � (SEE NOTES & STRIPED � / � / b ;� ;� / ISLAND ,�� /° � � / ,� X / / / /O ,� . �� � ` i / ,� PROP. REM � — . `� i /' / i IR12� / ING. &REPLACE .ti _ _ � _,�y' ; �.�?/ / / DETAIL THIS SHEET) SCALEI 1"= 30' PROP. LOCATION FOR EXIST. RELOCATI =D STOP SIGN ,� WITH NEW STRIPING %%%% % / � PROP. CONTINENTAL 8'—WIDE A, 9 �y.�, / x �, Qh � � -: ��i / / .�yry ,� " ���'�='% % / � PAVEMENT MARKING » �=.=� / / �_ , Y2 I.R. ��% / / / --<y��' -- �,�_ PROP. 10'—WIDE % % / / (SEE SHEET 11) PEDEST�2-1 .PATHWAY R,> � � ��Iz ,' % / PROP. WCR �� s� EXIST. /� �, / / AN. SWR. M.H. �2„I.R. ,.h ,� ; EXIST.—� - �,°� � ` / P.P. /�,",�� � ,r i���'��°' �3� PROP. BOLLARD ,� ° / i ,' // �' STA. 2+76 (1) I � (80' R®�M � I.R. I TBM#2 � Y2"I.R' � I.Ry2'�I.R. W/CAP �2'� I.R. W/CAP I �M1 I o ,�l"� \�5 - ,9 -- — -- --- __ y — gI.R. W/CAP ,ry _ ROW —I �° ,� I.R. EXIST. P.P.—� o' �— EXIST. P.P. W CAP I<yF ,,�„� I.R. W/CAP I.R. W/CAP ; ,:� - 16' ALLEY °66 � PROP. 10'—WIDE PROP. 10 —WID PEDESTRIAN PATHWAY PEDESTRIAN PATHW �/Y � W z BLOCK �'� '� W NOTE: STA. 5+28 �� � °" ,� � TO BE FLELD ADJUSTED ,J� , / � � / / x � �. / ��' S' ,' , LL_, , � �O /X� l � ,� �. o TREES , , / � �- / � &BRUSH � � , , ' BLOCK / 2 /! ! 1114 MATCHLINE STA.9+24 SEE SHEET 6 EXIST. TREELINE / Y„I � � � ;'�,�;' / EXIST. � EXIST. 18" RCP 2 � / \ / 1 C.B. , �. / / / / � y / i i / 5.0' � / x � ,'' n, // ,' .hyy L�� / ' I / / / `�. O.O' EXIST. �I � %' %!' // � ,' TR EELI N E I �/ , / / PROP. RELOCATE EXIST. I / / / / STOP SIGN (SEE NOTES & ExIST. sTM SWR. M.H. I � ; / / ,' DETAIL THIS SHEET) /�' /� // / PROP. LOCATION FOR / ��' b / / � , , EXIST. RELOCATED ;'� I � � / ' STOP SIGN � /�/ � j % / ` EXIST. S8C PED. /��/ / / EXIST. POWER POLE ' / / !` % / ROW _ - " / / � / � / / Q / / %5.0'/ 8 , /� /� OQ-/ / % / / EXIST. E—OR � ' / /o / / �� � 1 ; ; �� 4.0' i / / ! Cv/ /' / / / � / / Y2"I.R. �% ;' ; ' � •// �� RELOCATE STOP SIGN / / % / ..1�-// / N.T.S. �/ ;'i � ! � / NOTES: e/ ' / 1. STOP SIGN TO BE RELOCATED AT /� ; � ;' // 15.0' BACK FROM FOR FAIRMONT ' / PARKWAY & 2.0' FROM BOC AT �/ ' / INTERSECTION OF FAIRMONT / % �' // !/ PARKWAY AND PARK AVENUE. / � 2. STRIPING TO BE LOCATED 4.0' ' / ' BACK FROM FOR OF PARK AVENUE. /� ' / / / � i / � / ,' / / � •y�(P�E OF TE,Ygyit,�) *: � '•.*i RODNEY L.EE SLATON �...,..... 90298 ......; .., .�. �1� SS/ONA� ENG.: i�\1\�ti�e. /,s The seal appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on �-5- l� LEGEND IMPRI VEMENTS R.O.W. —_____—_____— F BADS FOR CURBED ROAD CLR___________ _______________ DR LINAGE TDB TOE.............................................................................. CID_..._..._..._ ._..._... _..._..._ CMP -----_ _------- .RCP ------ _------_ Ul CITIES SS LINE _------------___—__ GAS LINE—as—wa— �ans—oAs—ons— WATER LINE ---- ----- PHONE LINE — me —sac —sec — aoc — TREE LINE �^^^�^^�m FENCE: &OTHER WOOD FENCE ll— Il—n—ll— BARBEO PARE FENCE —X—X— —X—X CHAINLINK FENCE —O—O— —O—O POST FENCE —❑—O— ❑—❑ FlLTER FABRIC —F/F— F—F/F---- TREE DRIPLINE-------(I{—#V�::�,�99I;;///"����L��,�,,, TREE �77�751��, � BUSH • � '•- � ��� � � . �� -.- , ,, ,„ �. - , .,. . , � � � •.- � � 1 1/ � � • 0 F: - b BLOCK ��/� 1120 O�i i ��� 'I `I �° EXIST. -I___ 8" OAK I I.R. V+�/CA I I I I I .��. . • � � � � � � � TBM#3 � 5/8„I.R. E�IST. :RCP .� ROW _ �°��.� ! `ll — — — — ——,��,.— � I f SEE SHEET 5 MATCHLINE STA.9+24 I.R.. W/SAP ; , PROP. 20 LF -2 "HDPE j' '� ,% ,/ ,/ / I.R. W CAP / , I / � / // EXIST. /` �' EXIST. TREELINE �/ �, , // / ' 'RO � ,� TREELINE � � "� / ' I I.R. W/CAP / / ROW ` % i /r / / / / _. .. / / r / / / ,/�EXIST. SAN. SWR. M.H. /` /' % // /` / �' � , / /o p � / , / � � .._..._ , , j � / � �� i / /, , / '' / / 1 ' / � / � -- —[zOW —EXIST. SAN. —` PREP. 20 LF -24" HD-P� ,' ,' �/ , , � SWR. M.H. �� 4TH '�iENUE �/ , /, ' I I.R. W/CAP / { I E ,IST. 10 TALLOW ,- �,, ( , ROW) s / I I ; / ' BLOCK j ' EXIST. TREELINE �.�/ /� f , / / I / i � '� BLOCK �/ // 49 � I BLOCK � � � ,� 1119 ,' ,' 1114 / ,� / , .� !j ; EXIST. / / � � / � t� TREELINE � � � Q,Q � / e �' // �� o � � � � , ,� � / / { � EXIST. / � � �/ �' �� // `�'O�V / a.� j 12 TALLOW TREES / ' ' /' \`~ 5/8 I . R . � / � / i � EXIST. �_ � �,� �6" TALLOW � � %/ `, // G , , �. o \ QQ I I EXIST. '\. a � �l \��,R CSC BRUSH , , / ROB i{ � 6 TALLOW � , , � � / �/ / / / � �/�C^, F J / ' V � / � �,— EXIST. 4" �' � ��' �/ % � ' // � � �" -:� / �� `--'—PROP. 1®'-WIDE \�� °/ ,�',/ // R��, i � `o-' �``�-� PEDESTRIAN PATHWAY �`R°w / ;' l ```' �., I i I , 5 ,� . � /81.R:�� /••—\\ 1 ,�� � — / \ / / \ /' ( � \ � � / / / / (8�, �,, / . O � 5/8„ I . R . � i i / ,/ , , / /' / / / �O b / NOTE: SEE ��� �— EXIST. TREELINE ,' �/ � � �' �' // O `'�—EXIST. / R'� % �' �� / � /o SHEET 9 FOR �6 OAK ,' ' � � �/ ; // J�v � T-P SECTION ' � / �' ,� BLOCK , » b / / / i' / 5/8 I • � i i / �� , // � ' 13 ,, � � ,' // Q.. � � 5/8" I . R . /� �o�� ,'� � \ BLOCK 1115 PROP. BOLLARD STA. 15+22 (1) / / i / / �``, / / i / / �, , ' � ' i / / �, / � / /� Q / / / � / / / / / / � % ' ' / ' /' / , // ' ' / / / � / l� SCALE 1"= 30' LEGEN D IMPROVEM :NTS R.C.W. —__—_._— _—__— ROAD' FOR CURBED ROAD CLR ---------------- ---------- DRAINA tE T0a TOE......................... ................... ............................ G� _..._..._..._..._... _..._..._..._ CMP _--.-----. .----_ RCP _----_--. .----_ UTILITIE 3 SS LINE ____—______. --__--_ GAS LINE —ws—ons—ws— �ws—ans— WATER LINE ------- ----- PHONE LINE — soc —sec — asc — soc — TREE LINE FENCES & ITHER WOOD FENCE //—//— -n—(/— BARBED WIRE FENCE —X—X—X— —X CHAINLINK FENCE —O—O—O— —O POST FENCE —❑—p—p— —❑ FILTER FABRIC —F/F—F/F— —F/F TREE ORIPLINE ------- --------__ FLOOD PLAIN NOTE: PART OF TIS PROJECT LAYS IN ZONE "AE" AS SHOWN ON THE F.E.M.A. FLOOD INSt {RANGE RATE MAP (F.I.R.M.) N0.48201C0945L REVI:>ED JUNE 18, 2007. THIS STATEMENT SHOULD BE JSED FOR FLOOD INSURANCES ONLY AND DOE 3 NOT ATTEMPT TO IDENTIFY SPECIFIC FLOOD HAZARDS. ' ROW � j EXIST. � � ;' ,' // �,R� �-SOFT"�><, of � ., CITY OF '_A PORTS DWN. JR `.���� „I,,," STREET (80 ) ,-f-'" � ; TREELINE / / �/� j' j' // ��1J Mel, ��P� F�'�.5�*11 � ��m PLANNINGDEP- ENGINEERINGDIV. CK'D: RL$ E x I s T. �� _ _ RO P . 40 L F/ -2 - HDPE l / ' / CYp d """"""' """"' � 604 W. FAIF MONT PKWY. RLS D U M P S TE R _ -�-•~ P 2 0 L �" �J � / / /' / R /� � RODNer L.EE sLaTON � „� LA PORTS. -ERAS, 77571 PROP. BOLLARD _ __ � ' � -�(�, HDPE ' ' C ,....:............�o.��d so2sa Scele: / , , / 11��'0 ,p � �i 281-471-5020; t 4X: 281-470=5005 I CU of i % ��/1//'�V 1��`.�SFG/STERNG��`�� 1„-30' —ROW � I.R. W/CAP / // � YV '�� �'���L��� Date: -- -- T 5+92 (1) I ! I ;' � ����, PARK AVENUE APR., 201� ,. / T e seal peanng on PEDESTRIAN P��THWAY PFO;e°t N°.: ��' I.R. W/CAP ,� �� + .,P / / this document was 2011-4502 MATCHLINE STA. 16 21 RODNEY LEE SLATON SHEET: I P.E. 90298, on SEE SHEET 7 STA. 9+24 to STi �. 16+21 6'"�f � I OF � j (—ROW � I ;i I � i ' i i � I i I � � i � � I Ii i l � � i II I I I I � i � i I � j , It � i i I ^ I I ' I � � I l ! p i �� o� i � BLOCK �I 1160 ' � � I � I ! W i i I � � j W i � TREES I > i I � I Q � &BRUSH � z i Q i I ' w � I � I I ► � Q I i I I i � , � I ' I i I ' � I.R. W/CAP � PROPi BOLLARD EXI T. j I , � I � I � ' I i � I � �_- ROW __ -- __ — _ — i + _.. I -- ---- o� - ---- y �w Z.. .. .. .. .. W� ..._..._. _. _. _. _. _.. _.._. _..._..._..._... ._..._..._..._... � U -- -- — ,...� Q I.R. W/CAP 1 ` � � l EXIST. M.H. � �� /: �� 8D—NAIL EXIST. M.H. ' / / /. /� ; �/ /' / �� / j PROP. REST STOP ;'� ;i �% W/BENCH., ADD 12 LF / �%� :� ,�' 24" HDPE, CROSSOVER ,� i ;' / / / / / / / /• / !' � / / / / / /� ' �i /` �; :/. � /' SEE SHEET 6 MATCHLINE STA. 16+21 I�� � /� ' y i /� / " N � j , / / I.R. W/CAP yl i/ ;� �X T. S.S. M.H. �� I I , � / / / � � -I I- E �.... � � i i y i i / � EE PROP. 10 -WIDE .\`�. � � � !,' ;' ;`/ // ,, E E I \ \ � / / y// ; ! ; // S P ,DESTRIAN PATHWAY �, \. \�� / y/, / / / /, � / / � \tn0 �.\ � / EXIST. P.P. y// /� /� / J � : CALE� 1"= 30' i i \ � ` E / /" /� i/ i/ / � O l �, �,A ��`..� \, y/;�;� ,;� // Q� �;� BLOCK / �\�� `� � / /�;' ;` / IR—W,%CAP BLOCK . �' \ `�.� �` I.R. W/CAP y/ ��/� / // � / \ � �/ �� � / I S T. I \ / �� y ��' ' 4" R C P /, ' / / � i �\ / / / / / I �,_ _ � ' �' PROP. BOLLARD � r____ _ _ _ - ---� � / / / / / � � �, j �' , / LEGEND \\ \, STA. 19+25 (1) T #4 ,% ; // Row PROP. CONTINENTAL � � I R. 5�8, i.R. P /'J, /,/ / J�cFF \\�.,� R.o.w. --- IMPf �VEMENTS — PAVEMENT MARKING TREES y ,/ q � Figs D TOADS / (SEE SHEET 11) i I I.R. W/CAP I I 8c Y2" I. R. EXIST. STREET LIGHT. I.R. W/CAP TREE�INE P.P. � / � ER EXIST. EXIST. / / , ^^A , /V , / `,,/� CURBED ROAD YYY CUi_^------------------------ � / D AINAGE \\ \\ y% ,',%/ ; / ,/ SEE PARK AVENUE TOE:.............................................................:..........._ \ � Wy � � / a.D _..._..._..._ ...._..._..._..._..._ s////, / DITCH CROSSING CMP -----•-------- \ O/ / / / RCP _----. .------__ � 00 ' ;/ ;/ ,/ � DETAIL SHEET 9 � �ILITIES \ ��y / , , / , � `\ ` GAS UNE—ses—ons- = ons=ws—ons— / / \ , , , / / WATER UNE \ \ y/ � � / / 1 �� PHONE UNE —sec — a — asc — ssc � EXIST. 30" RCP �_____ �.. �. . _... -- -_ -- 16 PENNY EXIST. 24" RCP NAIL EXIST. BRUSHLINE- PROP. BOLLARD STA. 25+87 (1) ---� PROP. 10'-WIDE — P�D�ESTRIAN PATHWAY �� EXIST. 6" W.L. �`�TREES APPROX. LOCATION & BRUSH TBM#5 I.R. W/CAP PROP. ADD �� - 12 LF 24" RCP EXIST. P.P EXIST. JCTBOX 8c INL T- PROP. FILL BLOCK PROP. REMOVE EXIST � 14 TOP OF EXIST. INLET, \, INSTALL TYPE "E" INLET, °w '��` OPEN TO SOUTH / / / / TREE UNE \ \ y , � / / / FENCES &OTHER \ \ \ ` � , � / / WOOD FENCE l!——��-11-0— \ \ V / / / / / BARBED WIRE FENCE —X—X— —X—X N / CHNNUNK FENCE.—O—O— —O—O i • R • / / POST FENCE —❑—O— —❑—❑ W/CAP (2 )\ / /' / / / FILTER FABRIC —F/F= •F/FF/F / / / TREE DRIPUNE __________ ________________ y/ / / / / � / // /% / � / q y/�/ �/ / / / 9 EXIST. �, ; , 24" RCP y/ ' % / ' ��� , � // / / ��� \ ; 11 �'��.. � / / PROP. 10'-WIDE / ,% / / PEDESTRIAN PATHWAY / / , // ,/PROP. BOLLARD / 1; �` // SEA. 23+48 (1) ,: , / /� / / ,' SEE DETAIL SHEET 9 %� % // Row FOR PARK AVENUE ' %� /EXIST. P.P. Sy� 1�� AT "M°° STREET ,' i � V n�'�N ��� i-I.R. W/CAP (2) FNv F / TREE ;� � BUSH FLOOD PLAIN NOTE: PART OF TIS PROJECT LAYS IN ; :ONE "AE" AS SHOWN ON THE F.E.M.A. FLOOC INSURANCE RATE MAP (F.I.R.M.) N0.48201C0945L I ZEVISED JUNE 18, 2007. THIS STATEMENT SHOUL[ 1 BE USED FOR FLOOD INSURANCES ONLY AND DOES NOT ATTEMPT TO IDENTIFY SPECIFIC ;FLOOD HAZARDS. y'�P'�E OF TF,�,gsi' ��� �� �..*..:....�.....:*.i RODNEY LEE SLATDN ...; ..... 90298 ......... �.p •' '�% (li SS/ONAL E�+: ��....�� The seal ppearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on '��' � � .�. . . �� ��� � . � �� s 1 1 11 �• • � � � � � .� � � � • � • • � i i • RECREATION CENTER BLOCK 1158 END PROJECT STA. 37+37 I �- PROP. 8" SOLID LINE � � � � • � � . ■ � STA. 32+96 (1) I IJ ' ROW __� Row - -PROP. 8" � 1 SOLID LINE PROP. 10'-WIDE —� BLOCK PEDESTRIAN PATHWAY 1432 PROP. CONTINENTAL PAVEMENT MARKING (SEE SHEET 11) ..PROP. R=5' (TYP.) REMOVE CURB 5' FROM EACH SIDE OF PROP. PEDESTRIAN WAY & RECONSTRUCT AT TAPER BENCHMARK NOTE: CITY OF LA PORTS SURVEY MONUMENT FLOOD PLAIN NOTE: L.P.S.M. #57 ON SOUTH BROADWAY SOUTH PART OF TIS PROJECT LAYS IN ZONE "AE" AS OF FAIRMONT PARKWAY AND NORTH OF SHOWN ON THE F.E.M.A. FLOOD INSURANCE LITTLE CEDAR BAYOU, AT THE NORTHWEST RATE MAP (F.I.R.M.) N0.48201C0945L CORNER OF THE INTERSECTION OF SOUTH REVISED JUKE 18, 2007. THIS STATEMENT BROADWAY AND GARFIELD BLVD., 7.8' EAST SHOULD BE USED FOR FLOOD INSURANCES OF SIGN, "WATCH FOR ICE ON BRIDGE," ONLY AND DOES NOT ATTEMPT TO IDENTIFY AND 7.3' WESTOF SOUTH BROADWAY EDGE SPECIFIC FLOOD HAZARDS. OF ROAD; 680,994.96N, 3,264,343.86E, ELEV.=12.66, (1978 ADJUSTMENT NGS SEA LEVEL DATUM OF 1929) � � � I I I I BLOCK 1160 BLOCK I I 1159 ' I I I o I I� o I I � � � I �� I 9 ' � O EXIST. I I ' � � ' CONC. PATH � � I tom„. � I E I I � � ' � (n I �= PROP. R=10' (TY'�P.)� ExisT. I � I 5�8"I.R. �o TBM#6 I I 15" RCP ' III I.R. W/CAP I.R. W/CAP IR-W/CAP I � EXIST. � , `-`-' HACKBERRY EXIT. I 5/a IR , � � TREES (3) 15" RAP , i _ ROW _ _ �� - � EXIST. P.P. ROW _ i ao N � .. � �_,� W (� W E W ..—...—...—...—...—...—... _...� � W ..._... ...�... ._...�. J _..._ o ..._..._..._..._. = W _ _ -- -- U � EXIST. 24" _ _ _ _ _ - - - - - - ROW EXIST. M.H. �' EXIST. M.N. Q W few C. "M" STREET � HEADERS &SET PROP. 10'-WIDE i � ExIST. P.P. PEDESTRIAN PATHWAY (60 R.O.W.) I.R. W/CAP EXIST. TREELIKE i TREES IIII � �' & BRUSI-I BLOCK I ` `\ 11 ��� 19 11 � I' EXIST. RCP \ (SIZE UNKNOWN) \\\�!y F � OR � � (8o RFS�. � � R.o �� I \� '� . I' g � I I �� � BLOCK 1'`, \ 18 �' EXIST. I' CONC. PATH �`` ` \ `\ , , �....�y I i �`g'(P�E OF TE,r�sl�l = � NOTE: FORREST AVE. SHOWN o �*� ..... :*y RODNEY LEE SLATON, j � FOR REFERENCE ONLY , BD2BB ; ' NO SURVEY DATA AVAILABL �'i�oT :?FcisTER�°••'�`�^' c � ,� �iSS/ONAL EC'.: \\�«�� The seal app aril ng on this document was authorized by RODNEY LEE SLATON P. . 90298, on ��l-� � � CALE� 1"= 30' LEGEND IMPR )VEMENTS R.o.w. ------------ 1 GADS FOR CURBED ROAD CLR__________. ._______________ DF AINAGE 70B TOE.............................................................................. �.D _..._..._..._ ..._..._..._..._..._ CMP __---_ --__—__— RCP —_---_ _--_—___ U 'ILITIES SS LINE _—____----__--_--__ GAB LINE—as—ae——ws—ws—ws— WATER LINE _._— .__—__ PHONE LJNE —sac — se —sec —sec TREE LINE �^^^^^�^�^^ FENCE � &OTHER WOOD FENCE u— Jl—u—n— BAR8E0 WIRE FENCE —X—X— —H—X CHAINLJNK FENCE —O—O— —O—O POST FENCE —�—�— —C]—CI FlLTER FABRIC —F/F— F/F—F/F 1REE DRIPLINE __________- ._______________ TREE 2y7!�� � BUSH %C F • � '•' �� . �� E13 /// § 'J \ � � L^ 5.. � . 1 • • �� ., �� .�. � � � . � � � � � � � "• • NOTES: 1) SIDEWALK ELEVATIONS AND GRADES ARE TO BE SET SO AS TO ALLOW POSITIVE DRAINAGE FROM THE R.O.W. ACROSS THE SIDEWALK AND THE TOP OF THE CURB. CONTRACTOR SHALL PERFORM ALL NECESSARY EARTHWORK FILLING AND SHAPING TO ACCOMPLISH POSITIVE DRAINAGE OVER THE TOP OF THE CURB AT NO ADDITIONAL COST TO OWNER. 2) LAP GONT. BARS 30" LONG AT SPLICES 30 X DIAMETER. 3) REINFORCING STEEL SHALL BE NEW BILLET INTERMEDIATE GRADE DEFORMED BARS TO CONFORM TO ASTM A-615 GRADE 40. 4) CONCRETE SHALL BE CURED WITH WATER OR CURING COMPOUND. 5) STRIP VEGETATION AND REMOVE ORGANIC DEBRIS A MINIMUM OF 3'. 6) PREPARE SUBGRADE TO UNIFORM COMPACTION AND GRADE. FILL MATERIAL, IF REQUIRED SHALL BE PLACED IN 6" LIFTS MAXIMUM AND COMPACTED TO 95% STANDARD DENSITY AT +1 TO +3% OF OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. SUBGRADE SHALL BE UNIFORM AND SHALL NOT BE MORE THAN 0.75" +/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPROVED ROLLER. NOTIFY ENGINEER 24 HOURS PRIOR TO PROOFROLLING. 7) SAND BEDDING SHALL BE CLEAN BANK SAND, FREE OF CLAY OR OTHER DELETERIOUS MATERIALS. COMPACT TO 95% STANDARD DENSITY AT OPTIMUM MOISTURE IN WITH ASTM D698. 8) CITY OF LA PORTS PLANNING DEPT Al' (281-471-5020). SHALL BE NOTIFIED 48 HRS.. 9) CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER 713-223-4567. 10) CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CITY OF LA PORTS CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER METERS MAY BE OBTAINED AT CITY HALL. 11) CONSTRUCTION STAKING SHALL BE COORDINATED WITH THE CITY OF LA PORTS PLANNING &PARKS DEPARTMENTS. 12) EXCESS SOIL FROM PROJECT SHALL BECOME PROPERTY OF CONTRACTOR AND REMOVED FROM THE SITE AND DISPOSED OF. 13) THE CITY OF LA PORTS SHALL SELECT A GEOTECHNICAL FIRM TO CONDUCT MATERIAL TESTING AND BE RESPONSIBLE FOR THE COST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COST INCURRED DUE TO FAILED TEST. 14) IT SHALL BE THE CONTRACTOR'S RESPONSIBLITY TO MAINTAIN PROPER BARRICADES AND WARNING DEVICES. 15) EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 80' OR AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. EXPANSION JOINTS SHALL BE REQUIRED WHERE ALL SIDEWALKS INTERSECT WITH EXISTING DRIVES ROADS AND AT SAW CUTS UNLESS OTHERWISE DIRECTED BY THE OWNER. 16) CONTROL JOINTS SHALL HAVE A MAXIMUM SPACING OF 5' OR AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 17) THE LOCATION OF THE WHEEL CHAIR RAMPS MAY BE SHIFTED FROM THE PROPOSED LOCATION ON THE PLANS BY OWNER IF IN THE OWNER'S OPINION A .CHANGE IS NECESSARY. 18) WHERE CURB IS DESIGNATED TO BE REPLACED ON PLAN DRAWINGS, REMOVE EXISTING CURB FROM THE TOP OF THE EXISTING PAVEMENT. DOWEL AND GROUT EXISTING PAVEMENT. DO NOT BREAK EXISTING CURB BELOW TOP OF PAVEMENT. 19) GRASS -SOD IF REQUIRED`SHALL BE SAME AS ADJACENT SOD; WATERING OF SOD SHALL BE RESPONSIBILITY OF THE CONTRACTOR UNTIL OWNER AGREES THAT AN ACCEPTABLE GROWTH HAS BEEN ATTAINED. 20. ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICULAR TRAFFIC IS OBSTRUCTED. 21. ALL EXISTING CONCRETE SHALL BE DRILLED AND FITTED WITH 14" DOWELS OR _REBAR WITH PLASTIC. SLEEVE OR TAPED SLIP END. 4" TO 6" TO BE EMBEDDED IN EXISTING CONCRETE WITH REMAINING EXPOSED TO RECEIVE NEW CONCRETE. DOWELS DO NOT HAVE TO BE TIED TO STEEL IN FORMS. (#3 REBAR AT 18" O.C.) 22. SIDEWALK SHALL BE CONSTRUCTED PER TEXAS ARCHITECTURAL BARRIERS STANDARD ACT & THE AMERICAN DISABILITIES ACT. 6" STEEL PIPE W/CAP 2" 9" (TYP) N.T.S. NAT. GND. PROP. FILL Td MATCH GRADE STA. 22+80 NOTE: 5" REINFORCED CONCRETE, 3000 P.S.I., 28-DAY WITH #4 REINFORCED STEEL @ 24" O.C.E.W. �,�----- - - 10.0' ��, if�ti,y i. :.��X.,.yJ 7iF.F-S+ AiYT ,�, f 3i4 t.S. / � � / z� / o� ° / N • � � � / �/ / � PROP. MATC -I � z / FILL TO FOR ELEV. \ • � ° •� / / / �- EXIST.WEST EC R <:�'�/ / PARK AVENUE �, / / / z / / ° PROP. FILL TO ,� / MATCH GRADE � � / / STA.22+32 PROP. ANGLE DIRT AWAY FROM INLET AT 45° ANGLE. � SAND BEDDING LEVEL UP COURSE TYPICAL SECTION N.T.S. PROP. MATCH PROP. 20 LF DBL 12" PEDESTRIAN PATHWAY I HDPE SET ON DITCH FL I TO EXIST. AT N.G. PROP. PEDESTRIAN PATHWAY STA. 19+07 AT C.L. DITCH, ELEV. = 12.80 of r-- ---III ----�� ai ,. o �I �n w I — �. I J� � � I11 F U J' < 1 +0 ro Df � ° X ^�. _ ^� � w v~i � PROP. � � w ADD FILL `9x �, �TMP�C.L. DXTCH -� `ro . � PARK � AVENUE e ,�'S� PROP. 10'--WIDE CONC. �---12:1 MAX a �' PEDESTRIAN PATHWAY 10.00 �_1�1_ 0% 2.0%�— PARK AVENUE DITCH CROSSING PLAN VIEW SCALE: 1"=20' � I I I I � � I PR�P. 10'-WIDE C45NC. PROP. 0'-WIDE CONCH. PE ESTRIAN PAT WAY PEDESTRIAN PATHWAI° I @Qz�O% ----G�-10;�MA� ---I----I----J -- I I I PARK p,VENUE I EXIST. FOR EXIST. C.L EXIT. I I PARK AVE� — — —tNG � � — — — —P�E? 10'-WIDECIINC_ — — � — — — II ` I P DESTRIAN PFITHWAY @ 2.0°/(' PROP. 1�1 CU. I I EXIST. C.L. PROF{. YDS. FILE DIRT I DITCHI FL=1�1.44 I I PARK AVENUE DITCH CROSS SECTION SCALE: 1 "=20' 14.00 12.00 ' �- PROP. MATCH FILL TO FOR ELEV. PROP. FILL AREA / / PROP. REMOVE / EXIST. INLET GRATE & � / INSTALL TYPE "E" INLET /� / OPEN TO THE SOUTH i C.L. DITCH PROP. ANGLE DIRT AWAY FROM INLET AT 45° ANGLE (MATCH FILL TO EOR) SCALE: 1'=10" PRO �. FILL ARE A NOTE: 5" REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.L, 28 DAY WITH #4 SAW CUT REINFORCED STEEL @ 24" O.C.E.W. 10.0� ASPHALT ��N� CUT AREA FOR -f NOTE: LEVEL UP SAND BEDD �G FILL AREA A SECTLON N.T.S. r� ��P�E of rekgstt r .• ��� t, %' : *.1 ..... .. RODNEY LEE SLATON .90298 � � � � � ��' The seal 'a¢p"easing on this document was outhorized by RODNEY LEE SLATON P.E. 90298, on 6� �►-I1 DWN: JR °F � A CITY OF LA PORTS ,, o CK'D: RLS �m PLANNING DEI T.ENGINEERING DIV. 604 W. FP RMONT PKWY. APV'D: RLS *�° LA PORTS TEXAS, 77571 Scale: 281-471-5020 FAX:281-470-5005 N.T.S.' PARK AVEI SUE PEDESTRIAN P, �THWAY DETAILS & N� )TES Date: APR., 2011 Project No.: 2011-4502 9 DF 11 REINFORCED CONCRETE MIN. THICKNESS 6" 3/4" EXPANSION JOINT - AROUND ALL SAW —CUT EDGES MAXIMUM PAY LIMIT O.D. PIPE + 4'-0" �4 BARS ® 12" C/C. E.W. d .. •,d :.: PIPE '•: -�:;;; 'lY i.Sl. STORM SEWER BACKFI IN EXISTING PAVED O.D. + 2' MIN. 1 1 /2" TYPE "D" HOT —MIX ASPHATIC CONC. ASPHALT TOPPING 12" `— BASE BASE REPLACEMENT SHALL - BE CEMENT STABILIZED LIMESTONE MINIMUM 6" THICK. —CEMENT STABILIZED SAND BACKFILL COMPACTED TO 95� MAX. DENSITY (1-1 /2 SK/TN) EQUAL DETAIL IEA 1 ' � CI 1 1/2 SK/TN PROP. CEMENT STABILIZED CONC. SAND BACKFILL .�' � PAVEMENT :: -. .; .:, � COMPACTED TO 95% MAX. '��.;�� _w DENSITY © � OPTIMUM MOISTURE �: > ' RCP OR CMP STORM SEWER 1'-0" PAVED AREA 4" STICK—UP � 4" DITCH GRADE 3„ 15" 14" �4 ®12" E.W. —� ALLS AND FLOOR #6 �12" MIN # 4 8" LNG 8„ 3'-0„ ;. 'v• ' �' . v v v �' .o .. .o, . v �v v• —32" STANDARD MANHOLE FRAME &COVER 6 # 4 DOWEI 15" 12„ N (Tl W 3 � ' •VARIES j a. 8" 3' m• •o. 1,_O„ . o • o. o � '•" o' � � ROUGHEN SURFACE 3" '.�• ,' BY HEAVY SAND BLASTING ADDITIONAL CONCRETE ## 4 ®12", DOWELS GRILLED &GROUTED BOTH SIDES 4" STICK—UP EXISTING --� .SECTION CONCRETE SEWER —O NOTE: MANHOLE FRAME AND COVER TO BE MARRY PATTERN N0. BF-22-17. NEENAH, OR OTHER A PROVED EQUAL. WHERE SEWER IS LOCATED IN E SEMENTS, CONTRACTOR MAY USE LIGHTWEIGHT F 8c C, APPROVED BY THE ENGINEER �--32 3/16" —�-I ii //, 1 . • • PLAN OF TYPE "E" (COVER NOT SHOWN) 32" STANDARD MANHOLE FRAME &COVER `'i. - .. . �, -- - � -�g� ..`� DITCH `GRADE � CONCRETE TYPE �E� INLET FOR EXISTING STORM SEWERS 48� AND LARGER N.T.S. NOTE: 1. POURED —IN —PLACE OR PRE —CAST MANHOLES ONLY SHALL BE USED. 2. NO BRICKS OF ANY KIND WILL BE ALLOWED IN CONSTRUCTION OF MANHOLES OR INLETS. 3. ALL PVC PIPE SHALL HAVE RUBBER GASKET EQUIPPED BELL AND SPIGOT JOINTS CONFORMING TO ASTM D3212. ELASTOMERIC SEALS SHALL BE A SINGLE DOUBLE —SEALING GASKET SPANNING ONE FULL CORRUGATION WITH THE LEADING EDGE BEING LOWER THAN THE SECOND EDGE TO FACILITATE PROPER JOINING. THE GASKET MATERIAL SHALL CONFORM TO ASTM F477. 4. FOR ALL PRE —CAST AND POURED — IN —PLACE INLETS AND JUNCTION BOXES, CENTER DOUBLE — SEALING GASKET IN WALL AND GROUT COMPLETELY AROUND PVC PIPE. GROUT SHALL BE SMOOTH AND FLUSH WITH INNER AND OUTER WALL WHEN ENTERING AT AN ANGLE TO THE WALL OR THROUGH THE CORNER OF AN INLET OR JUNCTION BOX, THE GASKET MAY BE OMITTED. 5. MANHOLES AND INLETS ARE TO BE PLACED HALF WAY BETWEEN THE FRONT LOT CORNERS IN MULTI LOT SUBDIVISIONS. g'(P�E OF Te'�,gSt) t� *. � .* . ................ RODNEY LEE SLATON �sozsa������' �� :� The seal a'�pearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on �-al-l� �i i Y ur LH F'uK i � DWN: JR PLANNING DEPT.ENGI IEERING DIV. CK'D: RS 604 W. FAIRMON I' PKWY. LA PORTE. TEXF 3, 77571 APP'D: RS 281-471-5020; FAX: ? 31-470-5005 Scale: NONE PARK AVENUE Date; PEDESTRIAN PATHV`�AY sEPr. 2009 Project No.: 2009-4804 SHEET: STORM SEWER DET, AILS 10 of 11 R.O.W. CURB 9❑E * R1 .,C„ SEE TABLE 1 * R 2� : *R1 3❑E , CURB R.O.W. I o Pi UBLIC i � STREET (SEE DETAIL "A") _ _ R.O.W. �" SO-2-V1AY L C- Ol R(S�D �V RITE RAISED PAVEMENT MARKERS (TYPE II C-R) � CURB 80 D OF STORAGE LENGTH � � 4" WIDE DASHED WHITE STRIPE 3❑E 3 E 3°E i°E 9°E 3❑E "1 32 8' �� ►� 8' �-�-�— 8" WIDE SOLID WHITE STRIPE 500'R �� 500'R SEE. DETAIL "D" � RAISED ESPLANADE 100' MIN. AT MINOR STREETS I P_.i. 100' MIN. 150' MIN. AT MAJOR STREETS T' 160' DESIRABLE - 3❑E 3pE 9❑E i❑Ei❑E �,,�- �� 40' � I -'15� "-I 11 2 5; I I - 25' ' 1 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. R.O.W. _ — EDGE OF SHOULDER TYPICAL ESPLANADE SECTION DETAIL "D" ESPLANADE NOSE CURB TO BE PA'"'T�^ "�' ' ^`"' E. R. TYPICAL CURB SECTION PAINT FROM THE BACK OF CURB TO THE GUTTER LINE TYPICAL TWO-WAY LEFT TURN SECTION P.I. :m CURB R.O.W. DETAIL "A" TABLE 1 NON-REFLECTORIZED WHITE 8" WHITE STRIFE TYPICAL LENGTH OF ESPLANADE RAISED TRAFFIC BUTTONS OPENING "C" FOR .PUBLIC STREET 5' 5' 5' FOR DIVIDED ROADWAYS USE 4" SQ. 2-WAY REFL. PVM'T MARKERS (TYPE II C-R). ESPLANADE 1) 1 INTERRUPTION NO LTB 1 LTB 2LTB(1) UNDIVIDED STREET ' < 40' 45' 52.5'(2) 60' 44' 50' 55' (2) 60' DIVIDED STREET D+10' D+10' D+10' CENTER. LINE DETAIL CENTER LINE DETAIL TANGENT SECTION CURVE SECTION �r 40' .�� 40' _i �� 20' �T_ 20' ❑. �❑. . . TYPE II A -A PVM'T MARKERS 4" YELLOW STRIPES CROSSHATCHING DETAIL �� DIRECTION OF TRAFFIC :❑:- 24" WIDE SOLID YELLOW STRIPE ®45' (20' C-C) DIRECTION OF TRAFFIC �� PUBLIC STREET 4" 2-WAY REFLECTORIZED \ YELLOW RAISED PAVEMENT MARKERS (TYPE it A -A) 24" WIDE SOLID YELLOW STRIPE 20' C-C ®45' 2-4 WIDE SOLID YELLOW STRIPE (8" C-C) ' °E (SEE CROSSHATCHING DETAIL) °E °E ❑E SEE DETAIL "C" , 9❑E i❑E i°E B°E 3❑E 9°E 9°E 3❑E 3❑E 3❑E 3 E 1 SEE NOTE #4 �- - - - B❑E - 9❑E - �_-- i❑E 9❑E B❑E �❑E i❑E 5OO' R C i❑E �oE 3oE �❑e TANGENT � � 4" WIDE DASHED YELLOW STRIPE 500' R SECTION 8" WIDE SOLID WHITE STRIPE (SEE DETAIL "B") 4" SQ. 1—WAY REFLECTORIZED WHITE � P.I. 160' DESIRABLE P.I. 100' MIN. AT MINOR STREETS 24" WIDE SOLID RAISED PAVEMENT MARKERS (TYPE I—C) �p 100' MIN. 150 MIN. AT MAJOR STREETS WHITE STOP LINE (TYP.) R3-9b 24" X 36" �� 4" WIDE DASHED WHITE STRIPE 8 of 32 � $ E 32 ❑E EDGE OF SHOULDER TYPE I-C PVM'T. MARKERS 20' C-C IN CURVE AREAS ONLY (SEE NOTE #5 FOR TANGENT SECTIONS) R.O.W. 4"WIDE SOLID WHITE STRIPE Z ❑� � �❑. TYPE I! A -A PVM'T MARKERS 4" YELLOW STRIPES TYPICAL CROSSWA`; CONTINENTAL TYPE 24" WHITE STOP LINE ' I 10' I 4' I 24" WHITE STRIPE �� 24" �_ IE 3❑E B❑E pE 9°E 3°E - �❑ 9f7E R.O.W. PUBLIC STREET N0. RENSIONS DATE NAME - 1 CHANGED TITLE BLOCK 7 21/98 R.LS. HAR.RI S C OLTNTY 2 ADDED CONTINENTAL CROSSWALK - B/3/9B ALP 3 ADDED RIGHT TURN LANE 4/19/Oi ALN 4 MODIFlED BUTTON LEGEND 1/31/03 AG9 pULIC INFRASTRUCTU�,E DEPARTMENT ENGI��TEE��NG DIVISION NOTES: (1) LEFT TURN BAY (2) DISTANCE FROM CENTERLINE OF OPENING TO ESPLANADE NOSE WITH LEFT TURN LANE MUST BE 30' RADIUS DIMEIISIONS ESPLANADE *RI *R2 <8' N / � W/2 8'-38' 9(' W/5 >38' N/ a 15' PAVEMENT MARKER LEGEND SYMBOL DESCRIPTION ❑:— TWO SIDED REFLECTC RIZED RAISED PAVEMENT M aRKER ❑:— ONEE SIDED REFLECT DRIZED PAVEMENT MARKER Q NON —REFLECTIVE 4" DIA. RAISED TRAFFIC BUT -ON PLACEMENT STANDARD TYPE _INE 12" WHITE STRIPE TWO-WAY LEFT TURN CURVE SECTION 9❑E 3❑E 3❑E 8❑E 3❑E Q 4" 2-WAY REFLECTORIZED YELLOW RAISED PAVEMENT � �j � z MARKERS (TYPE II A -A) o � � N `'� LLI 9❑E i' E 20, 9I E 20, 9I E 3❑E 80' TWO-WAY LEFT TURN TANGENT SECTION ❑ 3❑E 3°E i ❑ 9❑E I 4" 2-WAY REFLECTORIZED Q � YELLOW RAISED PAVEMENT � �j � z MARKERS (TYPE II A -A) iv � � � ❑ 3❑E ~ J � 40, �oE 40, �❑E �." "T� �I DATE 9 nnE DETAIL "B" NON-REFLECTORIZED WHITE RAISED TRAFFIC BUTTONS 8" WHITE STRIPE 2" o o :❑ :❑ � � O � O `.❑ �❑ 2,: 5' 5' S' DIRECT JN -0F TR< =FTC � 4" SQ. 1-WAY REFLECTORIZED WHITE RAISED PAVEMENT MARKERS (YPE I-C) DETAIL "C" NON-REFLECTORIZED YELLOW 5' 5 ( 5' RAISED TRAFFIC BUTTONS �.-►I 4" YELLOW STRIPES 4" 2-WAY REFLECTORIZED YELLOW RAISED PAVEMENT MARKERS (TYP : II A -A) I 91EEf DESpiIPnDN: IB NP. PAVEMENT MARKING DETAILS S NAME TTdetl;dwg E Na MPflOVED Ott IT NP. 11 / 11 G: \ACA010\TRAFl :STANDARDS\PMDETI