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HomeMy WebLinkAbout11-4503 2011 CITYWIDE SW REPLACE-INFILLN.T.S. � (.. S,H . ?2S NORTH 'P" DEER PARK � a NORTH "L" ST. _ N MORGAN'S POINT NORTH "H" 5T. Z vi � BARBOUR'S CUi BLVD. \ / � WEST AIRPORT �M'� / \ Z � SPENCER HWY. W 5T IN � �' 1_n i'n 3 Q� ffi � 5 4EN � � m R U7. , 'R' v m LUELLA BLVD. PEDESTRIAN PATHWAY � a � GALVESTON � PROJECT LOCATION N WEEMS BAY cCABE RD SHOR�CRES LOCATION MAP Not to Scale HARRIS COUNTY KEY MAP: 578C • " • - • 1 � 1 MAYOR Louis R. Rigby COUNCIL Mike Mosteit Chuck Engelken Daryl Leonard Tommy Moser Jay Martin Mike Clausen John P. Zemanek Dottie Kaminski CITY MANAGER RON BOTTOMS APPROVED BY: CITY ENGINEER DATE: 7 ��� ` y'(P-�E OF Tf,�,gS�) •�� +� ?*:'� *�i *: � ':*� ..... , � RODNEY LEE SLATON 1 �: 90298 �•���' •�j t�j�O,n :QFG/STERF;�•� 4.�v�S +�1tj S�ONAL EN'++... �.....�, die seal a peanng o this document was authorized by RODNEY LEE SLATON P.E. 90298, on �4� i � 2011-4503 SHEET 1 OF 12 1 1 U Z MW W `l W _z J I %'I.R. BEGIN PROJECT a 0 Q ROW Y %"I.R. O � SHEET 6 REMOVE EXIST. 4'—WIDE w S/W &PROP, ADD 41 I F i � 8'—WIDE PEDESTRIAN PATHWAY S � V v �!/=1 SAN JACINTO COLLEGE ( SAN JACINTO COLLEGE � Ins � w �° �� TRANSPORTATION CENTER � `" SEVILLE APARTMENTS � < S S TRANSPORTATION CENTER g 88 S � �S S �� �� � � � n: � � ; y_u REMOVE EXIST. 4'—WIDE 88 S/W &PROP. ADD 195 LF a � � 8'—WIDE PEDESTRIAN PATHWAY �+g8 t3 S � S B � � S EXIST. 8'—WIDE EXIST. CDNC. SIDEWALK � ROD IRON FENCE I I _ EXIST: 8'—WIDE �"% TOWNHOUSES I I coec. sTDEWAu< I �" _ _ ° I ( � =r ri:S:i� � , EXISLWCR EXIST.WCR PROP. WCR � ..... . I �;y':.,tr "- Exlsr.wcR g—a-1+OePROP. 1 PROP. RECONSTRUCT ( PROP. 88 LF 8 -WIDE Exlsr. e•-vnDE - CGNC. SIDEWALK .„a �'�:'•. 'wKs",`"`' Ic. �_ w J+OO � THIS WCR I HLkP EASEMENT ( CONC. PEDESTRIAN PATHWAY Fw.,:;• ° PROP. 78 LF 8'—WIDE t '-��`""' '`�,�:� :'•� LUELLA BLVD: I EXIST. 8'—WiDE , .. �n+nG. r' 'zw s.-' $.� F' :'� , ExlsT. CONC. PEDESTRIAN PATHWAY colvc. slDewALK J..: WCR ROW I �r�eL;a _ ,r,Y.,�% � �.<ti�"`� — r ar� �80 _ �_ .,,�r�at"" . �C ..,i7.7�> EXIST.WCR � .._ T\ — — — — — — — — PROP. ADJUST FOR PROP. WCR �" I R EXISLWCR 0 � � `X�' I,R, EXIST. STREETLI ® �+®0 4.iL, _ _----� x I.R. _ �w PROP. STRIPING LUELLA BIVD. -----� (SEE SHEET 10) E%IST. INLET EXIST. G.V.�W — — �_ — — _ 1i" LR. PROP. WCR I i .%' LR. I I I I HLBP EASEMENT I I I I I I I , a � � �i "�� H� o S � � S Q �`I4U�j,'_5i' �S W W � Yf g �' i 0 � � � U � N FN � Q o � N In y ~ N � 8 � 8 i1 �S REMOVE EXIST. 4'—WIDE S/W &ADD 228 LF PROP. 228 LF 8'—WIDE CONC. 8'—WIDE PEDESTRIAN PATHWAY PEDESTRIAN PATHWAY � �EXIST. I ROD IRON FENCE PROP. LL H.. � f� � li � S � 8 � PROP. ADJUST I PROP. 658 LF 8'—WIDE CONC. TO EXIST. M.H. � `PEDESTRIAN PATHWAY CANT LUELLA BIVD. BENCHMARK NOTE: CITY OF LA PORTS SURVEY MONUMENT L.P.S.M. #101, BRASS CAP WITH PUNCHMARK, APPROX. 20.0' SOUTH OF WEST FAIRMONT PARKWAY AT EAST BOUNDARY LINE OF DEER TRAIL SUBDIVISION, 620.4' EAST OF CENTERLINE OF BROOKWOOD DRIVE, 681,342.3479N, 3,237,073.705E, ELEV.=20.733, (1978 ADJUSTMENT NGS SEA LEVEL DATUM OF 1929) LUELLA BLVD. _ — ROW — — — _ — _ _ — — — _ FLOOD PLAIN NOTE: PART OF THIS PROJECT LAYS IN SHADED ZONE "X" AS SHOWN ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) No. 48201C0945L REVISED DUNE 18, 2007. THIS STATEMENT SHOULD BE USED FOR FLOOD INSURANCE PURPOSES ONLY AND DOES NOT ATTEMPT TO IDENTIFY SPECIFIC FLOOD HAZARDS. PROP. ADJUST FOR EXIST. F.H. PROP. RELOCATE SIGN m c S S SCALE = 1" = 50' SHEET 7 �- REMOVE EXIST. 4'—WIDE S/W &PROP. ADD 128 lF 8'—WIDE PEDESTRIAN PATHWA' LL 8 � 8 PROP. ADJUST TO EXIST. M.H. O d' �6 PROP. WCR W _Z PROP. ADJUST PATH J AROUND EXIST. FIRE _ — - — — — — � Q � z S � LEGEND — IMPROVEMENTS R °.w. — — ROADS E°R f.IIRFlRI P°An cw DRAINAGE T°E -~�- cn+P ncP UTILITIES cAsu�E GAS �. WATERLINE � — ", PfIM:E UNE SBC 1REELINE FENCES &OTHER wood FENCE � // _ BARGE°w1REFENLE — CWVNLINKPENCE PBBifENCE FILLER FABRIC TREE OPIPLRiE TREE � BUSH m x yN N � LD N I� Z DEC ggjO� � Gi (/�� ��� W V Q O miammt4mt�i 2 � � Y � � .�. PROP. 276 LF 8'—WIDE CONC. °�,'„'aA,','a.,,'t'it,; � „''-�,,; � a � y a � EGxIST: PEDESTRIAN PATHWAY �iru°.SI��°i i5 � �5 r o 3 I/' PROP. RELOCATE o � PROP. 24" < o oFROITCH"E AT&T SIGNS (2) PROP. � � STOPBAR a" PROP. ADJUST FOR WCR D � N GUTARD RAIL o � 81KEPATH '� EXIST. F.H. & M.H., � PROP. WCR � o �-• REMOVE BOIlARDS (5) D ¢ � PROP Yw W WCR `�, �� PROP. MATCH PROP. MATCH PROP. 80 LF — � — 8 TO � I T. M.H. TO EXIST. G.V. 8'—WIDE CONC. PROP. 10 LF-48" RCP PEDESTRIAN PATHW Y 3 +o0 30+24 WITH CEMENT STABILIZING PROP. MATCH pg+ SAND OVER CULVERT. LUELLA BLVD. TO EXIST. M.H. PROP• WHITE 29+0o PROP. WHITE TRAFFIC STRIPING TRAFFIC STRIPING _ _ _ (SEE WEST80UND (SEE EASTBOUND END OF — — Row — — DETAIL THIS SHEET) DETAIL THIS SHEET PROP. 31 LF 8'—WIDE PROJECT >� LR. CONC. PEDESTRIAN PATHWAY 3 �,�P�E OF TF,�,� l�, �' * ' s *''� °F ` CITY OF LA PORTS DWN: RS/JR � RODNEY LEE SLATON � u m PLANNING DEPT.ENGINEERING DIV. %A: ���eo2se������.:�� 604 W. FAIRMONT PKWY. cK'D: Rl5 LA PORTS, TEXAS 77571 tj,o,�;FSFG:STERE�;�4.�,: PH:281-470-5020; FAX:281-470-5005 APP'D: RL5 Q;1.�n� 2011 CITY WIDE SIDEWALK '"=50' The seal appearing on REPLACEMENT/INFILL PROJECT DotJUN, zo�i this document was authorized by Protect No.: RODNEY LEE SLATON 2o�i—asoa P.E. 90298, On SHEET: ,�� � � PROJECT LAYOUT 4 of 12 l , PAVING ESIGN THICKNESS OF PAVING II. BILIZED SUBGRADE TO A DEPTH OF _ III. GN STRENGTH OF CONCRETE IV. AND PLACEMENT OF STEEL• DRIVEWAYS I. NUMB F DRIVEWAY APPROACHES PROPOS IL HARRIS NTY STANDARD DRIVEWAY DETAIL ON SHE ❑ REQUIRED AND �N ON SHEETS) ❑ NOT REQUIRED D 0 I. ISLANDS AND MEDIANS IRE ST II. ❑STANDARD 6" CURBIN OP ❑ 4" x 12" CURBING PR X TRAFFIC S I. MEDIAN CUTS ❑ NO MEDIAN CU7 OR REL 10 ❑ MEDIAN MODIFICATIONS SHO II. LEFT RIGHT TU NE ❑ NO LEFT /RIGH7 LANE IS PRI ❑ LEFT /RIGHT TU NE IS SHOWN III. TRAFFIC CO L PLAN D 6" CURBING Z. �SIDENTIAL /SUBDIVISION DRAINA — I. INAGE SYSTEM TYPE Psi ❑ RM SEWER - ❑ IDS DITCH CEPT AT MEDIANS AND ISLANDS IDERATIONS PROPOSED N SHEET ❑ WOUWD RNTIN E W THT TRAFFICY �SOWROPO THAT ❑ TRAFFIC C OL SHOWN ON SHEET IV. TRAFFI GNAL ❑ NOT SIGNAL IS EXISTING /PROPOSED ❑ EXIS TRAFFIC SIGNAL DEVICES (T.C. BOXES AND SH ON SHEET ❑ P SED TRAFFIC SIGNAL (BY OTHERS) V. FIC IMPACT ANALYSIS TRAFFIC IMPACT ANALYSIS IS REQUIRED RAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON C ❑ CITY OF ❑ OTHER ❑ TO DETENTION P0� ❑ DETENTION POND M ❑ TO HCFCD DRAINAGE ❑ TO HARRIS COUNTY ROAD NAME: ❑STATIC W.S.E. ®OUTF BY _ UNIT N0. ;E DITCH ❑ PROPOSED STORM R IS SUBMERGE STORM SEWS FALL CAPACITY ATED TO TRACT FROM D. A. FROM D E AREA MAP DATED: _ PREPA Y: ACTU TFALL RATE: ___ PRIOR TO DETENTION: AFTER DETENTION (IF REQUIRED): %. FLOOD CONTROL DISTRICT CRITERIA � TION SUMMARY STORMWATER DETENTION BASIN ROUTING TABLE [BASIN DRAINAGE AREA = — ACRES RAINFALL EVENT ABILITY M WATER CE ELEVATION PRE -DEVELOPED PEAK RUNOFF CFS POST -DEVELOPED PEAK RUNOFF CFS DEI'EN'TION BASIN PEAK OUTFLOW CFS PEAK STORAGE VOLUME AC-Fi STORAGE RATE AC-Fi PER AC 10% IXCEEDANCE (1 R) 1% IXCEEDANCE (100- HuulllurvHu crcn tmA I, VOLUME OF PUMPED 1% MAXIMUM DESIGN OUTFLOI DRAIN TIME FOR BASIN = U DETENTION BASINS: ' STORAGE VOLUME _ _AC—Fi INTO HCFCD CHANNEL = _ HOURS BASED ON STORMWATER DRAINAGE [ REPORT TITLE REPORT DATE ENGINEERING FI VOLUME HEAD CONDRIONS. DATE OF ACKNOWLEDGEMENT BY HCFCD OR PLAIN ADMIN R HCFCD PROJECT # STORMWATER DETENTION FOR THE PRO RK CONTAINED IN THESE PLANS IS PROVIDED BY OTHER PLANS: PLAN TREE ENGINEERING FIRM DATE SIGNED BY HCFCD HCFCD PROJECT � 11. HCFCD STANDARD NOTES: SEE 2� THESE PLANS. III. HCFCD STANDARD DETAu s: SHEEi1 � B OF E PLANS. IV. R FE TO LA SH FOR EXISTING AN POSED RIGHT OF WAY DELINEATION AN PLETE RECORDING INFORM TO INCLUDE CLERK'S FILE NUMBERS E OF ESTATE (e.g., DRAINAGE MENT, FEE STRIP, ETC.) AND TEE (e.g. COH, HCFCD, PUBLIC, T, ETC.) NOTES: I. COMPLETE ONL CFCD OR HARRIS COUNTY IS REQUIRING DETEMION. II. COMPLETE 0 PROJECT HAS WffHIN ff OR IS IMMEDIATELY ADJACENT TO AN IXISTING PROPOS CD MAINTAINED CHANNEL OR DETENTION BASIN. III. COMP Y IF PROJECT INCLUDES NEW OUTFACE, BACKSIOPE INTERCEPTOR OR OTHER RE ORK WffHIN AN IXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTIO N. N. CO ONLY OF PROJECT HAS WTMIN OR IMMEDIATELY ADJACENT TO R AN IXISDNG POSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. FREQUENCY (CFS) (CFS) / OTHER SITE U DEVELOPMENT AREA: ❑ ELOPMENT AREA (AMOUNT INCREASED IM OUS AREA): DETE TI LUME_ � C NEW AREA X_ __,_ACRE FEET DETENTION REQUIRED PROPOSED VOLUME = RE FEET III. OUTFACE OUTFACE TO ❑ H.C. ROAD ITC ❑ EXISTING H.C. EWER ❑ OTHER ROADSIDE DITCH OUTFACE: AVOWABLE OUTFACE RAT __ PROPOSED OUTFACE RA ❑ STORM SEWER OUTFAL CAPACITY ALLOCATE TRACT FROM D. AP FROM DRAINAGE A MAP DATED: PREPARED BY: ACTUAL OUTFA TE: IV. PUMPED DETE FAC CITIES VOLUME TH VITY FLOWS: _ VOLUME T IS PUMPED: ENTRAN LOCITY INTO ROADSIDE DITCH OR ST SEWER: PU ECIFICATIONS AND OPERATING PLAN AP ON SHEET ES RICTOR SIZE UTFALL PIPE SIZE: RESTRICTOR PIPE SIZE: OTHER: (cFs) (CFs) (CFS) ACRE FEET ACRE FEET q., ,TER AND WASTEWATER ❑ I�LICIPALITY: ❑ M PAL UTILITY DISTRICT: ❑ OTH (STRICT: ❑ PRIVAT TER AND WASTEW ❑ PRIVATE R SYSTEM AND ❑ INDIVIDUAL R WELL AT� ❑ OTTER: PROOF OF CAPACITY 'STEMS UAL OSSF 5, DESCRIPTION OF PROPERTY I. LEGAL DESCRIPTION A. ACREAGE: B. ❑SUBDIVISION: ❑ SURVEY oc ABSTRACT: C. ADJACENT ROADS: LUELLA BEVD. &SPENCER HIGHWAY ❑ LETTER FROM ICT ORIZING SERVICE II. PLATTING AND CONNEC A. SUBDIVISION PLAT ❑ TCEQ APP FOR WATE TEM AND ❑PROPOSED PLAT /REPEAT PERMIT F ASTEWATER SY ❑RECORDED PLAT /REPEAT ❑ OSSF (VISION PLANNING R T PLAT NAME: ___________ ---------- PLAT NUMBER __________+_ ❑ NO PLAT REQUIRED III. AM OF FLOW B. STREETS PROPOSED ❑ PUBLIC ESIDENTIAL: LOTS OR ❑PRIVATE COMMERCIAL: AVERAGE DA LOW ❑PUBLIC &PRIVATE OTHER: ❑ NONE _ III. JURISDICTIONS �� * � CITY OF HO FS�O NF � PORTS I. WMPLETE FOR ALL PROJECTS II. COMPLETE FOR ALL PROJECTS. III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED * ❑ ETJ, CITY OF HOUSTON ❑ ETJ, CITY OF ❑ NO ETJ IV. HCAD ACCOUNT NOS. (ALL) (� NOTE: CITY OF LA PORTS $. FLOOD PLAIN STATL7S IS FLOODPLAIN Q WORK TrT Nr'Fr'Ll I?T(T'uTe(l�_Z�TA V ADMINISTRATOR. � • vii � v i rr 1--� t 1. GENERAL INFORMATION FIRM PANELS) FOR PROPERTY: 48201C0940L I. TYPE OF WORK TO BE PERFORMED IN CHANNEL FIRM PANELS) DATE: June 18, 2007 ❑ OUTFACE STATUS OF PROPERTY ON MAP ❑ UTILITY CROSSING ❑ ENTIRELY LOCATED IN UNSHADED ZONE "X" ❑ ROADWAY BRIDGE /CULVERT CROSSING � LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE "X", ❑ FILL ACTIVITY DELINATE FLOODPLAIN BOUNDARY ON CONSTRUCTION DRAWINGS ❑ REHABILITATION OF CHANNEL (DRAINAGE LAYOUT PG. N0. Nam) (BASE FLOOD LEVEL�A ) ❑ MAINTENANCE ❑ LOCATED ENTIRELY IN ANY "A" ZONE OR SHADED ZONE "X", ❑ TEMPORARY CROSSING (INDICATE BASE FLOOD LEVEL ) ® OTHER ❑ LOCATED IN THE 10-YEAR FLOODPLAIN ❑ LOCATED IN CYPRESS CREEK LOMR OS-O6-2369P (INDICATE BASE FLOOD LEVEL__ ) ❑ SITE REMOVED FROM FLOODPLAIN BY COMA II. PERMIT OR IOMR-F CASE NO. __ _ ❑ US ARMY CORPS ENGINEERS NATIONWIDE ❑ OTHER ❑ USRARMY CORPRSSOF ENGINEERS INDIVIDUAL PERMITS ELEVATION INFORMATION ❑ OTHER BENCHMARK USED ® NO PERMITS REQUIRED � HARRIS COUNTY FLOODPLAIN REFERENCE MARK EXPLAIN: ❑ HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT BENCHMARK (FOR COASTAL AREAS) DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND YEAR OF ADJUSTMENT (2001 ADJ.) 1�dARKER 020190 h._ FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION ❑ PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL AND IN SHADED ZONE "X" ❑ PROPERTY LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOOD LEVEL III. FLOODPLAIN STORAGE SUMMARY (APPLIES ONLY TO PORTION OF LAND LOCATED WTTHIN FLOODPLAIN AS DELINEATED BY 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 (2001 ADJ.) �_; (CUBIC YARDS B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM DELINEATED FLOODPLAIN: i.e., BELOW ELEVATION (2001 ADJ.) 150 CU81C YARDS NOTES: I. COMPLETE FOR ALL PROJECTS II. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FL000 PWN ,)V_ ULUMK REQUIRED VERIFlED 8Y: III. REFERENCE /BASIS OF DETERMINATION ❑ ENVIRONMENTAL CONSULTANT REPORT BY REPORT TITLE __ REPORT DATE _ ❑ OTHER 1�OTES: 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)_____________ � CPC 101 FORM MAY BE REQUIRED 1 V SiTE`vdORiL S U 1y11VIl�R Y HARRIS COUNTY ADMINISTRATIVE DATA (THIS SECTION TO BE FILLED OUT BY HARRIS COUNTY REVIEWER CRITICAL FACILITY ❑YES ❑ NO ❑ STORM WATER QUALITY ❑ DETENTION ❑ DRAINAGE SWALE ❑ CUT_CU.YDS. / FILL_CU.YDS. ❑ FILL PLACEMENT NACRES ❑ ORGANIZED SEWER ❑PUBLIC ❑PRIVATE ❑ ORGANIZED WATER ❑PUBLIC ❑PRIVATE ❑ UNDERGROUND UTILITIES (COMBINATION WATER/SEWER) ❑ PAVING ❑PUBLIC ❑PRIVATE ❑ DRIVEWAY WITH CULVERT_ CURB AND GUTTER_ TXDOT_ ❑ CULVERT__ SEPTIC ❑ NO ❑EXISTING ❑PROPOSED ❑ OTHER __ SIGN CLASSIFICATION LOCATED IN: ❑ ETJ ❑ SCENIC DISTRICT ❑ TOLL ROAD EASEMENT AUTHORIZATION ❑ LETTERS ____ RAMPS / SIDEW. CURB RAMPS ❑YES ❑ N SIDEWALKS PROPOSE A. HOME BUILDER B. DEVELOPER YES C. H.O. ❑YES ].2 LANDSCAPING ❑ REQUIRED AND SHOWN ON SHEETS) ® NOT REQUIRED JJOTES: A PERMIT IS REQUIRED FOR EACH SCOPE OF WORK ON SITE. A NOTIFICATION IS REQUIRED FOR EACH SCOPE OF WORK IN HC OR HCFCD ROW. REFER TO www.eng.hctx.net/permits FOR EACH SCOPE OF WORK IN HC OR IN HCFCD ROW. (. STORM WATER QUALITY I. CONSTRUCTION PROTECTIVE MEASURES ROUTINE MAINTENANCE & ❑ SWPPP SITE PLAN AND DETAILS ON SHEETIS) LESS THAN ONE ACRE DISTURBED II. 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. ❑ "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWAMP SITE PLAN ON SHEETS) I. 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 SHEEf(S) ____________ ❑ HYDRODYNAMIC TYPE SEPERATOR MODEL: _______________ ❑ OTHER(S): NOTES: I - II REQUIRED ON ALL PROJECTS, III IF NOT IXEMPT OR 'GRANDFATHERED" �C �C INCLUDE: PROJECT TREE, HARRIS COUNTY PROJECT NUMBER, AND SWQ PERMIT NUMBER, OR THE NAME OF THE PERMTf11NG AUTHORDY IF OTHER THAN HARRIS COUNTY. HCPID SIGNATURE BLOCK PROJECT NAME: 2011 CITY WIDE SIDEWALK REPLACEMENT/INFILL PROJECT WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE BY ec Tn on;nnlG A,n1 . nP no �It�AGE 0���, DATE g=5=�/ BY AS TO LOCATION OF fTEMS IN COUNTY RIGHT OF DATE BY AS TO STORM WATE ALITY / L DATE ADDITIONAL COMMENTS: 0 HARRIS COUNTY FLOOD CONTROL DISTRICT s y.�PtE OF re�,gs�l, INTERPOSE NO OBJ CTIO i �.:'� *t1 BY �..........................1 DATE S ZD/ � RODNEY LEE SLATON FOR ITEMS LOCATED OUTSIDE OF HCFC IGHT-OF-WAY � � ' gp298 """ •' � APPROVED: tl1 ac:'n',FGISTER��•\��v�r BY ,'1 SS�ONAL Ea�� DATE t��"`," FOR ITEMS LOCATED WITHIN IXISTING HCFCD RIGHT-OF-WAY APPROVED: The seal ppearing on � DATE this document was FOR ffEMS LOCATED WTNiIN PROPOSED HCFCD RIGHT—OF—WAY authorized by RODNEY LEE SLATON ADDITIONAL COMMENTS: P.E. 90298, on �-a�= 11 THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRIATE FEDERAL, STATE AND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUMY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. 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 HEREBY CERTIFY THAT THE INFORMATION PRESENTED .ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT I AM NOT VIOLATING ANY PROVISION OF THE CURRENT TEXAS ENGINEERING PRACTICE ACT AND RULES CONCERNING THE PRACTICE OF ENGINEERING AND PROFESSIONAL ENGINEERING LICENSURE. ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION. THE COMPLETED PROJECT CONSISTS DRAWING SHEETS 1 THRU 12 . sEAL �� �-�`�-f SIGNATURE DATE R E V I S I O N S DATE SHEET N0. DESCRIPTION H.C. APPROVED DATE 11.0 AUGUST EXPRESS REVIEW SHEET PROJECT N0. 2012705 SHEET NUMBER 2 �� 12 STANDARD HCFCD NOTES FOR CONSTRUCTION DRAWINGS 1. Obtain and comply with all applicable City, County, State, and Federal permits and approvals, with assistance from Engineer, if necessary. Obtain permit (certification) from Harris County Engineer to enter Harris County Flood Control District right -of --way. 2. Notify the Harris County Flood Control District's Property Management Department in writing at least 48 hours prior to construction. Submit the HCFCD 48 Hour Pre- . Construction Notification form, a copy of the approved construction drawings, and a copy of the Corps of Engineers individual Section 404 permit, if applicable, to HCFCD, 9900 Northwest Freeway, Houston, Texas 77092, Attn.: Property Management Dept. by hand delivery, or fax to 713-684-4129 (fax number). 3. Engineer shall submit certification letter and record drawings to the Harris County Flood Control District's Property Management Department requesting inspection of items constructed in Harris County Flood Control District right -of --way. Prior to requesting inspection, the drainage right -of --way and/or easements shall be staked and flagged. 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 Specifications, 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 remains in the facility (storm sewer, lateral channel, or dry bottom detention basin) during normal water surface conditions in the channel, so the facility will function as intended. For wet bottom detention basins, ensure no water is above the design level in the wet bottom during normal water surface conditions in the channei. 9. Maintain flow in channel during construction and restore channel to original condition: 10. Remove all excavated material from the Harris County Flood District or drainage right- of-way. No fill is to be placed within a designated flood plain area without first obtaining a fill permit from the appropriate jurisdictional, authority. GENERAL NOTES: 1. THE CONTRACTOR SHAD 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 OWNER, 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. GENERAL UTILITY NOTES: 1. CALL 713-223-4567 FOR LOCATION OF UNDERGROUND. FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION IN THE AREA. 2. LOCATION OF UTILITIES SHOWN ARE APPROXIMATE. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE 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 UNDERGROUND. ABOVE GROUND OR OVERHEAD. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED CALL CENTERPOINT AT 713-223-4567. 3. CONTRACTOR SHALL CONTACT ALL OF THE FOLLOWING PHONE NUMBERS FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION IN THE AREA. (UCC HOUSTON) 713-223-4567 (TEXAS ONE —CALL SYSTEM) 1-800-245-4545 (DIG—TESS) 1-800-344-8377 4. TELEPHONE AND TELEVISION CABLES MAY EXIST UNDERGROUND OR OVERHEAD THROUGHOUT THE PROPOSED PROJECT AREA. CONTRACTOR SHALL CONTACT "DIG—TESS" at 1-800-344-8377 AT LEAST 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION FOR LOCATION AND MARKING OF THESE UTILITIES. 5. LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION, AND/OR INDUSTRIAL 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 713-223-4567 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES LOCATED. 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 MUS I BE ACCOMPLISHED USING 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 LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 10.OVERHEAD ELECTRICAL LINES MAY EXIST ON THE PROPERTY: WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE. YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH &SAFETY CODE FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED CALL CENTERPOINT AT 713-207-7777. 11. THE LOCATIONS OF SOUTHWESTERN BELL TELEPHONE (SWBT) COMPANY FACILITTES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION PRIOR TO 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 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 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 THE POLE FOR SUPPORT. D WN: �.--������, F � CITY OF LA PORTS �R +y;tP�E OF Te'rgytti � O �°O CK'D: � •'� �� � P� PLANNING DEPT.ENGINEERING DIV. RLS .'t.:.... �.....'.�.1 604 W. FAIRMONT PKWY. APV'D: RLS � RODNEY IEE SI ATON � � .• .. � *� LA PORTS. TEXAS, 77571 Scale: /,,�• �Feo2sa�o.,��� 281-471-5020;FAX:281-470-5005. 1"=100' ,� 1 SS/ONAL EN_+?_ Date: 1����"�� 2011 CITY WIDE SIDEWALK �uN, 2011 ��,� The seal a gearing on REPLACEMENT/INFILL PROJECT Project No.: this document was 2011-4502 authorized by RODNEY LEE SLATON SHEET: P.E. 90298, on 3 ��� i ( GENERAL NOTES � 2 OF __ , s� I 5/s"I.R.�I�' BO�V_ BEGIN PROJECT 0 0 z W N Q ROW = 5/s" I . R. � O I L �- J � Q F— � � W W z� � � �� � xx x x ww w w w> �� z _� X �X w �w X w i i�vi vv�..i� x w TOWNHOUSES a. x w ;.,; x w HL8cP EASEMENT ., E— � Q Q x x W W SAN JACI N TO COLLEGE TRANSPORTATION CENTER W 0 x w NOTE: CONCRETE PAVEMENT THICKNESS THROUGH HL�cP EASEMENT TO BE 8 INCHES. �� �> �: > �� o �� � � � cn cn cn �— �� � wW ax w w x mow. w x w LL x W � � SCALE = 1" = 20' FLOOD PLAIN NOTE: PART. OF THIS PROJECT LAYS IN SHADED ZONE "X" AS SHOWN ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) No. 48201C0945L REVISED DUNE 18, 2007. THIS STATEMENT SHOULD BE USED FOR FLOOD INSURANCE PURPOSES ONLY AND DOES NOT ATTEMPT TO IDENTIFY SPECIFIC FLOOD HAZARDS. r �,�P'(E OF Te�.gst�l * :' � •'•: *<<�� °F ` o CITY OF LA PORTS DWN: RS�dR � •RODNEY� UiE SLATON � � � PLANNING DEPT.ENGINEERING DIV. �.......................; ..1 CK'D: RLS j A: soles i 604 W. FAIRMONT PKWY. ,�f ��,c.:QFG/STER��'.O; '����! LA PORTS, TEXAS 77571 APP'D: RLS '11 tss/ANAL EN+`'+ PH: 281-470-5020; FAX: 281-470-5005 Sccle: �\\��ti�� 2011 CITY WIDE SIDEWALK '�=2D• The seai a�n� g�n REPLACEMENT/INFILL PROJECT D°ta' this document WOS JUNE, zon authorized by Project No.: RODNEY LEE SLATON zott—aeos P.E.90298, On PLAN SHEET: �' 1� 1) STA. 0+00 to STA. 5+65 5 DF 12 W z w w 0 0 G' E- z _ O CD f- F- � J J J f- Z z Z \ W J 0 f- _ � W �� W SAN JACI N TO COLLEGE �' `'� �' � `� N �� � � ��� TRANSPORTATION CENTER z W W W W > WWW REMOVE EXIST. 4'—WIDE S/W 8c PROP. ADD 41 �F 8'—WIDE PEDESTRIAN PATHWAY w U Z i-. W = d- �-(n �� In � m W � -� Imo- z Q O� �N SEVI��E .APARTMENTS �� �_ �_�_ X XX W WW REMOVE EXIST. 4'-WIDE S/W 8c PROP. ADD 195 �F 8'—WIDE PEDESTRIAN PATHWAY EXIST. 8'—WIDE EXIST. CONC. SIDEWALK � �;_ ROD IRON FENCE EXIST. 8'—WIDE , . �°<� �' <<' - CONC. SIDEWA[K _ `- �"�'b — — — ,c�' . - .�.. .y .. vw.' ..f.: ♦. .:i.� �.r': . .r . Y. .; �% �' u. ;. w�Y. _ , +.r ,, J e f %�� �4i . L,. ' —'-----.'�_ .a{. �. . �'. '�7 ..... � � .. :' w .�;•' :' '. • . �., •.'., r., . •�. "� � •.4 _ _ • .,.� �• � PROP. WCR •:JA.�� �. �� ~ EXIST.WCR EXIST.WCR ROW .�• .'����;; =7'. �+00 LUEELA BLVD. �i W s+oo Z Q-_ -- Y2„ I.R. � _ - ---" _ _---- - _---_ _ Y2„ I . R. _---- - _ __---- —ROW NOTE: ALL PROPOSED WHEELCHAIR RAMPS ARE TO BE CONSTRUCTED TO ENCOURAGE NORTH -SOUTH ALIGNMENT ONLY. PROPOSED RAMPS ARE NOT TO BE ALIGNED AS TO CONVEY PEDESTRIANS UNTO LUELLA BLVD. ►� W U? � W W SCALE = 1" = 20' � 2 .. �, .� N �. PROP. WCR N r 11+00 12+00 Z J �� FLOOD PLAIN NOTE: PART OF THIS PROJECT LAYS IN SHADED 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. y�cP�E of rfxgst�+, ��*: •*i � RODNEY LEE SLATON � A:: .....90298........ ..� The s��ppegri this document was authorized by. RODNEY LEE SLATON P.E.90298, on �a��� sEvi ��E APARTMENTS N �V r Ll.l Z TJT �7.. U F-- Q REMOVE EXIST. 4'—WIDE S/W 8c PROP. ADD 128 LF 8'—WIDE PEDESTRIAN PATHWAY ., w L'- U � Z n O ALL PROPOSED WHEELCHAIR RAMPS ARE TO BE CONSTRUCTED TO ENCOURAGE NORTH -SOUTH ALIGNMENT ONLY. PROPOSED RAMPS ARE NOT TO BE ALIGNED AS TO CONVEY PEDESTRIANS UNTO LUELLA BLVD. SCALE = 1" = 20' w z_ J U E— Q PART OF THIS PROJECT LAYS IN SHADED ZONE "X" AS SHOWN ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) No. 48201C0945L REVISED JUNE 18, 2007. THIS STATEMENT SHOULD BE USED FOR FLOOD INSURANCE PURPOSES ONLY AND DOES NOT ATTEMPT TO IDENTIFY SPECIFIC FLOOD HAZARDS. �, ��P�E of rexgstt+t ?*;'' *� RODNEY LEE 9LATON• 90298 +ttj �o�;F.�FGtSTER�:�����% The seal a�earing on this document was authorized by RODNEY LEE SLATON P.E.90298, on -�,:� � �' ` '•� .1� • � ,��� .,. � � � � �� 2011 CITY WIDE SIDEWALK REPLACEMENT/INFILL PROJECT PLAN STA. 12+25 to STA. 18+83 RS/JR ): RLS ''D: RLS le: t "=20' 9: JUN, 2011 lect No.: 2077-4803 .ET: SCALE = 1" = 20' z z z c.� c� _ � vJ � LL � i ~_ c c v~i v� w w w x w PROP. 658 LF 8'-WIDE CONC. PEDESTRIAN PATHWAY PROP. RELOCATE SIGN 4.0' ,�� ROW �ryri. w� .ry °" .L y o6, x G , ti xy. ry'� 'L ,��. ti� �' M1' � �� }'� ti. h ;ti� pry G^ g\ y" ��11 '2 .� M �c ry ' �� �. ���` ADJUST 9^`y .PROP. � FOR EXIST. F.H. N ry� 9 �� .� W W z 19+00 20+00 21+00 22+00 23+00 24+00 25+00 z J .__i 2 6 O U U I- Q LUELLA BLVD. Q � � � � � � -- -- ROW -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- FLOOD PLAIN NOTE: PART OF THIS PROJECT LAYS IN SHADED ZONE "X" AS SHOWN ON THE F.E.M.A. FLOOD INSURANCE RATE .MAP (F.I.R.M.) No. 48201C0945L REVISED JUNE 18, 2007. THIS STATEMENT SHOULD BE USED FOR FLOOD INSURANCE PURPOSES ONLY AND DOES NOT ATTEMPT TO IDENTIFY SPECIFIC FLOOD HAZARDS. y,�P'(E OF TF,�,�sj't r °F ` CITY OF LA PORTE DWN: *I�i RS/JR .....�.....': � ° RooNer u¢e svTon, � � m PLANNING DEPT.ENGINEERING DIV. cK'D: sozse RlS � A:, � 604 W. FAIRMONT PKWY. ,�1 �0,� �FG/STERF;O•� ��".i LA PORTE, TEXAS 77571 APP'D: /� FS ., G��� PH:28t-470-5020; FAX:281-470-5005 RLS 111� \\\�� �� Scale: 2011 CITY WIDE SIDEWALK '"-20' The se���arinq on REPLACEMENT/INFILL PROJECT DatJUN. zott this document was authorized by Protect No.: RODNEY LEE SLATON 2ott-4eos P.E.90298. on PLAN SHEET: '���- t � STA. 18+83 to STA. 25+40 8 12 Dr o �- N z U H SCALE = 1" = 20' x 0 m ,-. ,1, � N F- 00 O � J � j�� � UCH U � U _ O z Q�Q Q �� � Q � � �_ � �� �z = Qa Q � Q r- O =oo�o� �� � (n� CO lLf.1]C�C�CLI(n � I —I— I— � � ;tib '�' � .�� � � O � EXIST. �� PROP. 276 �F 8 -WIDE CONC. cncncncncncncn cn cnv� cn � � cn � � � CENTERLINE xx x XxxXxx x xx X x LilW PEDESTRIAN PATHWAY WWWWWWW W WW W z o W ,� � o of DITCH PROP. RELOCATE ,09, o � PROP. 24 Q � ATBcT SIGNS (2) PROP. � m ����� STOPBAR °� o :.;: ,,,. ..PROP. ADJUST FOR �) WCR � 9 � � EXIST. z z EXIST. `��;<; of ;L: � w GUARD RAIL O O BIKEPATH I .� EXIST. F.H.. 8c M.H., �, o � �,• z PROP. WCR � m REMOVE BOLLARDS (5) � o Q, Q �- PROP. �; ,. �` ^ �- Q WC R ROW _ �"� W � r 0Z 5 6ti iry' h- 0� A jt. ��.:, �c PROP. MA I CH TO EXIST. M.N.. LUEL�A BLVD. PROP. MATCH TO EXIST. G.V. PROP. MATCH TO EXIST. M.H. — -- -- -- -- — ROW pq'J Y2" I . R. �� O� �I �- W J z �- �_ X W PROP.- 80 LF 8'—WIDE CONC. PROP. 10 LF-48" RCP- PEDESTRIAN PATHWAY 30+00 � 30+24 WITH CEMENT STABILIZING 28+00 29+0o SAND 0 VE R CULVERT. PROP. WHITE PROP. WHITE - TRAFFIC STRIPING TRAFFIC STRIPING rc�� �ocTRni I�In (SEE WESTBOUND �`"�`� '�"`' ' """' "� DETAIL THIS SHEET) DETAIL THIS SHEET PROP. 31 LF 8'—WIDE CONC. PEDESTRIAN PATHWAY a 24" WHITE STOP BAR s.o' FOR DETAIL �e-.����w�� nr.nn—err-��� �w �r� � nw�rr� DETAIL CROSSING AT EASTBOUND LANE OF FAIRMONT PARKWAY NTS NTS END OF PROJECT NOTE: ALTER HARRIS COUNTY STRIPING STANDARD DUE TO POTENTIAL CONFLICT WITH EXISTING TRAFFIC SWITCH BOX LOCATED IN MEDIAN. FLOOD PLAIN NOTE: PART OF THIS PROJECT LAYS IN SHADED 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. 'S'(P�E OF T f�.gs`I .•' t� � �/ r �F ; ' is *: � •':*� RODNEY LEE 9LATDN 90298••••••:•••� F G �. T espearing on this document was authorized by RODNEY LEE SLATON P.E.90298, on �� �� 't"x c �:t� � u � � ', _ �`td ;�xw �z.� � �a �a . �`` .: NOTES: I) 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 CONT. 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 +I 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. SHALL BE NOTIFIED 48 HRS.. 9) CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER 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. II) CONSTRUCTION STAKING SHALL BE THE CITY'S RESPONSIBILITY. 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 60' 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) FINISHED SURFACE OF WHEEL CHAIR RAMP IS TO BE DYED WITH BURNT RED COLORED DYE STAMPED WITH BRICK STYLE PATTERN AND TO BE ROUGHENED WITH NO LESS THAN A BROOM FINISH TO PREVENT SLIPPING. 18) 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. 19) 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. 20) USED CREOSOTE CROSS —TIE IF REQUIRED SHALL BE IN GOOD CONDITION &HELD IN PLACE WITH A MINIMUM OF TWO #4 REBAR.. 21) 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. 22) WINDSOR BLOCKS — IF REQUIRED SHALL BE INSTALLED IN ACORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. 23. ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICULAR TRAFFIC IS OBSTRUCTED. 24. ALL EXISTING CONCRETE SHALL BE DRILLED AND FITTED WITH 12" DOWELS OR REBAR WITH PLASTIC SLEEVE OR TAPED SLIP END. 4" T0. 6" TO BE EMBEDDED IN EXISTING CONCRETE WITH REMAINING EXPOSED TO RECEIVE NEW CONCRETE. .DOWELS DO NOT HAVE TO BE TIED TO STEEL I N FORMS. (#3 REBAR AT 18 0. C. ) 25. SIDEWALK SHALL BE CONSTRUCTED PER TEXAS ARCHITECTURAL BARRIERS STANDARD ACT & THE AMERICAN DISABILITIES ACT. v s. o' 0.16' 0.125' TYP. I/4" /FT SLOPE MAXIMUM a .° =1 I I-1 I I ' ' � � °�� a � . , a � � � . � ° 111= III=1 I I=1 11= I— — --1= 1=1 11=1 11=1 � LEVEL UP SAND COURSE 5" REINFORCED CONCRETE 3000 P.S.I., 28-DAY WITH #3 BARS @ 18" O.C. OR #4 BARS @ 24" O.C. TYP. CROSS—SECTION OF SIDEWALK NOTE: REINFORCED CONC. WITH #3 BARS @ 18" O.C. OR #4 @ 24" O.C. CONC. � 2„ �. —4. ..Q ..° fl 4" � ' '.e• �> 1/2" DIA. x 14" LONG. SMOOTH DOWEL AT 12" C/C. (TYP.) WRAP OR CAP THIS HALF NOTE: 5" REINFORCED CONCRETE, 3000 P.S.I., 28—DAY WITH #3 REINFORCED STEEL @ 18" 0. C. E. W. SCALE: 1" = 1' I� ��° � ° a � ° W REDWOOD DOWELS a ° � ° �` °, � � � ,. .� EXPANSION JOINT I ° � � ° a � _ (TYP.) .� ° °° x Y � W (yGRASS) W ° W m `; a W� TRUNCATED DOMES y y � � .y .� � .� .� °• o000000000o y ARIES 84° ,� W o0000000000 ,0' MIN, y W (GRASS)y .� ° � ^ ° a° � W � a Y W I— LL. W W °, ° a �/ N n �, ° `' /�\ - . ° DOWELS #4 BAR @ 24" 0. C. W OR 3" BAR @ 18" 0. C. (TYP. ) ,:. Y W W ° a. W � y ° °. � . ° a BROOM FINISH — v. CURB W W � SAW CUT W � W W �/ `-12" 5„ • 8.0' 5Tr".' •�..• A J y �� pis"�•:: ! ���:.� it.. '? _ s , ��.. .�. � •" i. ;....•. �.. .. . ..5... , ..1^._ ; . �:ti ; .'ti , � e•: -f: 2" � � - � . SAND BEDDING ... .� _ � ' � . � - - - LEVEL UP COURSE � . . ' `'"����`' � - ••CITY OF LA PORTE� J�P�6 OP T£kgl�, • pf a DWN: 9 ...... S � _ O ,r,�*; • *!j� � Pm PLANNING DEPT.ENGINEERING DN. cK'D: i.*,.i,.,. � ....::* � 604 W. FAIRMONT PKWY. TYPICAL SECTION ... RaoN�.�E suraN..., ,� LA PORTS, TEXAS 77571 `%t ,�.: so2sa ; �� PH: 281-470-5020; FAX: 281-470-5005 APP'D: N.T.S: �i �o�;��?FcisrER�;°\�,�,�s s�aia: The seal app�3ting" of this document was authorized by RODNEY LEE SLATON P.E. 90298, on '�'.�_ I R.O.W. (SEE DETAIL "A") R.O.W. DETAIL "A" TABLE - - - - �" SZ�2 STAY �FCE�iiJ�T�ED -WRITE-' - - RAISED PAVEMENT MARKERS (TYPE II C-R)-I-YPICAL LENGTH OF ESPLANADE RADIUS DIMENSIONS NON-REFLECTORIZED WHITE 8" WHITE STRIPE cuRB ` — cuR6 RAISED TRAFFIC BUTTONS OPENING "C" FOR PUBLIC STREET NOTES: 80 o OF STORAGE LENGTH O �❑� O� :— O�❑:— �❑:— O �❑:- 4" WIDE DASHED WHITE STRIPE 9°E 9DE B E �°E 3°E _ 9°E B°E O i � O i ❑ � O i ❑ � i ❑ � O i ❑ 32' 32' * "C" 8' ��� g' �-..--� 8" WIDE SOLID WHITE STRIPE 500'R R1 �/ 5 5 5 SEE TABLE 1 � 500'R 0 (1) LEFT TURN BAY (2) DISTANCE FROM CENTERLINE OF OPENING TO ESPLANADE NOSE WITH LEFT TURN _ _ _ _ _ _ _ LANE MUST BE 30' " - FOR DIVIDED ROADWAYS USE 4" SO. * R2� � —� SEE DETAIL "D" RAISED ESPLANADE 2-WAY REFL. PVM'T MARKERS (TYPE II C-R). I *R1 I _ 100' MIN. AT MINOR STREETS P I 100' MIN. P.I. I I' 150' MIN. AT MAJOR STREETS '"�' � 160' DESIRABLE _ I CENTER LINE DETAIL CENTER LINE DETAIL �❑E �°E �°E i°��E����__� �°E �°E �°E PAVEMENT MARKER LEGEND 40' �� 1�5� �— 25' � TANGENT SECTION CURVE SECTION � SYMBOL DESCRIPTION CURB CURB 24" WIDE SOLID TYPE I-C PVM'T. MARKERS © 40' 40' � 20 -� 20 � '❑� RAIOSEDDPDAVEMENT MARKER WHITE STOP LINE 20' C-C IN CURVE AREAS ONLY R.o.w. R.o.w. '❑` '❑` '❑� � ❑� ONEE SIDED REFLECTORIZED I ❑\ � � �❑� �❑� � � �❑� PAVEMENT MARKER � � � NON -REFLECTIVE 4" DIA. PI UBLIC I � TYPICAL ESPLANADE SECTION TYPE II A —A PVM'T MARKERS TYPE II A -A PVM'T MARKERS RAISED TRAFFIC BUTTON STREET —I 4" YELLOW STRIPES 4" YELLOW STRIPES TYPICAL CROSSWALK PLACEMENT NOTES: DETAIL "D" CROSSHATCHING DETAIL CONTINENTAL TYPE STANDARD TYPE 1. ALL STRIPING &MARKERS SHALL CONFORM WITH THE TEXAS �� DIRECTION of TRAFFIC MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS ESPLANADE NOSE CURB 24" WHITE STOP LINE 24" WHITE STOP LINE AND HIGHWAYS. TO BE PAINTED YELLOW— 4" SO. PVM'T MARKER 4" YELLOW TRAFFIC 2. ALL TRAFFIC BUTTONS AND MARKERS SHALL BE INSTALLED (TYPE II A -A) BUTTON (NON-REFL.) 4' 8' 4' 4' 6' 4' ADJACENT TO STRIPES (APPROX. 2"). 2" FROM STRIPE 2" FROM STRIPE 3. LEFT TURN STORAGE BAYS SHALL BE A MIN. OF 100' AT MINOR E. R. '❑� �❑� STREETS AND A MIN. OF 150' AT MAJOR STREETS. 4. REPEAT ARROWS AT APPROX. 1000' INTERVALS WITHIN TWO-WAY %❑� 1: `.❑:- 24" WHITE STRIPE -� 12" WHITE STRIPE LEFT TURN SECTION. O - d � 5. WITHIN A TANGENT SECTION THE TYPE I-C PAVEMENT MARKERS - ;d� O 1, �❑.� CAN BE PLACED AT 40' C-C ON ROADWAYS WITHOUT CURB - - - - AND GUTTERS. ------- -_- l - � � 1- - `.❑: `.❑� 24" TYPICAL CURB SECTION -� 24" wIDE soLiD YELLow STRIPE � 45' (20' C-C) CURB TOOTHE GUTTERKLIONE DIRECTION OF TRAFFIC �♦ PUBLIC I STREET I TWO-WAY LEFT TURN DETAIL "B" CURVE SECTION o ( o NON-REFLECTORIZED WHITE TYPICAL TWO-WAY LEFT TURN .SECTION � � RAISED TRAFFIC BUTTONS - � 9° B°E i❑E 9DE 9°E g" WHITE STRIPE R.O.W. �° 3°E _ _ _ _ _ _ — — _ — I 4" 2-WAY REFLECTORIZED Z Q � W O � O � ❑ � ❑ O � 2 4" 2-WAY REFLECTORIZED YELLOW RAISED PAVEMENT � �j �' z _ 24" X 36" YELLOW RAISED PAVEMENT ( ) � � \ EDGE OF SHOULDER R3-9b �� MARKERS (TYPE II A -A) MARKERS TYPE II A -A o � � O � O � ❑ � ❑ O �° �°E � � � 2 � 5' 5' S' DIRECTION �°E � i E 20, 3 i E 20' 3 i E �°E OF TRAFFIC �► 4" WIDE DASHED WHITE STRIPE 24" WIDE SOLID YELLOW r � � STRIPE 20' C—C C� 45' 2-4" WIDE SOLID YELLOW STRIPE (8" C—C) I _I °E ❑E °E °E (SEE CROSSHATCHING DETAIL) °E °E °E � 80' 4" SQ. 1-WAY REFLECTORIZED WHITE 9°E�8, 32' 8, 32' 3°E i°E 3 E 9°E BDE 3°E jpE �°E SEE DETAIL "C" , �°E �°E �❑E °E RAISED PAVEMENT MARKERS (TYPE I-C) 3°E � SEE NOTE #4 �- � e - - - - - a°E _ �°E _ _ � _— ♦ _ - - -�- - - - �-- J °E �°E �°E �oE �°E 500' R � � TWO-WAY LEFT TURN � DETAIL "C" �°E �°E �°E �°e TANGENT �❑E 3°E 4" WIDE DASHED YELLOW STRIPE 500' R SECTION 8" WIDE SOLID WHITE STRIPE (SEE DETAIL "B") � TANGENT SECTION 4° SO. 1—WAY REFLECTORIZED WHITE � P.I. 160' DESIRABLE P.L 100' MIN. AT MINOR STREETS 24° WIDE SOLID WHITE STOP LINE TYP. NON—REFLECTORIZED YELLOW RAISED PAVEMENT MARKERS (TYPE I—C) 100' MIN. 150 MIN. AT MAJOR STREETS ( ) �a DOE 3OE 5' 5' 5' a _ >- z RAISED TRAFFIC BUTTONS o 4" 2—WAY REFLECTORIZED ¢ � EDGE OF SHOULDER TYPE I—C PVM'T. MARKERS ® � � YELLOW RAISED PAVEMENT � �j 20' C—C IN CURVE AREAS ONLY ( ) MARKERS TYPE II A —A � � � —(SEE NOTE #5 FOR TANGENT SECTIONS) — — — — _ — �° �°e � � � O � O :❑:- O :❑:- � ' c ❑: O .❑: R.O.W. 4"WIDE SOLID WHITE STRIPE — — R.O.W. �' E 40' �I E 40' �i E �-� �'�-� 4" YELLOW STRIPES I PUBLIC I � .I r STREET 4" 2-WAY REFLECTORIZED YELLOW -,�.. RAISED PAVEMENT MARKERS (TYPE II A -A) PROJECT niLE: N0. REVISIONS DATE NAME T T■ T T �TTV t CHANGED IiTLE BLOCK 7/21/98 R.LS. ,—/ A�;RI S C O lJ 1 v 1 1 �� I� t+ 2 ADDED CONTINENTAL CROSSWALK 8/3/98 AlP 1 ,j_ � 'R DRAxt+ er sIEE1 oESCRIPnaN: � Na 3 ADDED RIGHTIURNLANE 4/19/01 ALH ,� �r�surar RLs PAVEMENT MARKING DETAILS 4 MODIFlED BUTTON LEGEND i/31/03 AGS pj JBLIC INFRASTRUCTURE DEPARTMENT ��DB" R�NAME 'Oy �� mdetl.dwg DO � SCAtE: FlIE NR lass s � F�MiI tE� NTS ENGINEERING DIVISION TE x � �-� DATE APPR04E0 Bn SHT NP. 9 99 12 / 12 . 1T _I G: \ACAD10\1RAFFlC STANDARDS\PMDETL ESPLANADE *R1 *R2 <8' N /A W/2 8'-38' 90' W/5 >38' N /A 15' ESPLANADE (1) (1) (1) INTERRUPTION NO LTB 1 LTB 2LTB UNDIVIDED STREET < 40' 45' 52.5'(2) 60' 44' 50' 55' (2) 60' DIVIDED STREET D+10' D+10' D+10'