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09-4504 FLEETWOOD DRIVE - STREET & DRNG IMPVS
cnc_ G c� z o' 0 �- D_ o� oW� � o (n l,_ ���o' v o�OS N U-UCn �� z Z N N N W _ ¢ O Z �ZSi� G - • a m w V � 2 _ OO p d a 0 U Q N 0 N Z �N w� a � � m _� • a m �w �� � o a LOCATION MAP Not to Scale RABBIS COUNTY KEY MAPS: 579-C r' i �� i ref 1 � � n r-�-a �o v � c MAYOR DARYL LEONARD (MAYOR PRO-TEM) COUNCIL Michael Mosteit Chuck Engelken Daryl Leonard Tommy Moser klotz KLOTZ ASSOCIATES, INC. PROJECT No. 0127.012.001 Louis Rigby Mike Clausen John Black John P. Zemanek CITY MANAGER Ron Bottoms 1 associates 1160 DAIRY ASHFORD, SUITE 500 HOUSTON, TX. 77079 Phone: (281) 589-7257 Fax: (287) 589-7309 PE Flrm Reg.# F-929 SHT TITLE No. 1 COVER SHEET 2 EXPRESS REVIEW SHEET 3 GENERAL NOTES 4 LEGEND 5 OVERALL SHEET LAYOUT 1 6 OVERALL SHEET LAYOUT 2 7 SURVEY HORIZONTAL AND VERTICAL CONTROL SHEET 1 8 SURVEY HORIZONTAL AND VERTICAL CONTROL SHEET 2 9 SURVEY HORIZONTAL AND VERTICAL CONTROL SHEET 3 10 TYPICAL SECTIONS 11 FLEETWOOD PLAN &PROFILE -STA 0+00 TO 2+50 12 FLEETWOOD PLAN &PROFILE -STA 2+50 TO 6+00 13 FLEETWOOD PLAN &PROFILE -STA 6+00 TO 10+00 . 14 FLEETWOOD PLAN &PROFILE -STA 10+00 TO 14+00 15 FLEETWOOD PLAN &PROFILE -STA 14+00 TO 18+00 16 FLEETWOOD PLAN &PROFILE -STA 18+00 TO 22+00 17 FLEETWOOD PLAN & PR(`I=1LE -STA 22+00 TO 26+00 18 FLEETWOOD PLAN &PROFILE -STA 26+00 TO 30+00 19 FLEETWOOD PLAN & �'ROFILE -STA 30+00 TO 34+00 20 MULBERRY PLAN &PROFILE -STA 3+00 TO 7+00 21 IDLEWOOD PLAN &PROFILE -STA 3+00 TO 7+00 22 DOGWOOD PLAN &PROFILE -STA 3+50 TO 7+50 23 LINWOOD PLAN &PROFILE -STA 4+00 TO 8+00 24 SPRUCE SOUTH PLAN 8� PROFILE -STA 2+00 TO 6+00 25 INLET MODIFICATION LAYOUT 1 26 INLET MODIFICATION LAYOUT 2 27 STORM WATER POLLUTION PREVENTION PLAN 1 28 STORM WATER POLLUTION PREVENTION PLAN 2 29 STORM WATER POLLUTION PREVENTION DETAILS 30 UTILITY DETAILS 1 31 UTILITY DETAILS 2 32 UTILITY DETAILS 3 33 UTILITY DETAILS 4 34 UTILITY DETAILS 5 35 PAVING DETAILS 1 36 PAVING DETAILS 2 37 HCFCD OUTFACE DETAILS RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE WRING CONSIRUC110N ON PRINTS OF THE CONTRACT DRAWINGS. KtA1Z ASSOCIATES. INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMA710N SUBMITTED BY THE CONTRACTOR ON THE ORGINAtS � THE CONTRACT DRAWINGS. A7T1=51ED BY 38 HCFCD CONCRETE LINING CHANNEL DETAILS 39 TXDOT DETAIL FW-S CONCRETE WING WALLS 40 RELIEF SWALE DETAILS 41 INLET MODIFICATION DETAIL 42 OVERALL TRAFFIC ROUTING PLAN DATE: �+� 3O.II v / ■ t� I t- a w Z_ N N w� - a � = m - o z " z � a_.. �.. > e m � � cl o _ � _ a❑ ¢ �¢ a 0 m a � � Z W � W � _ � � W 0 � � W N O � �tp�� � � x ❑ `�WWN o� U N LL=(n �- it Z � � w m W ¢ 3 a = m � z _ Z � • n W N m Ei �i ¢ - � � - � o O w a n i j , PAVING DESIGN THICKNESS OF PAVING II. STABILIZED SUBGRADE TO A DEPTH OF _ III. ESIGN STRENGTH OF CONCRETE IV. E AND PLACEMENT OF STEEL: DRIVEWAYS I. NUMBE OF DRIVEWAY APPROACHES PROPOSED' II. HARRIS UNTY STANDARD DRIVEWAY DETAIL Af ON SHEEP FIR APPARATUS ACCE ❑ REQUIRED ANDS WN ON SHEETS) ❑ NOT REQUIRED DU TO 2. RESIDENTIAL /SUBDIVISION DRAINAGE — I. DRAINAGE SYSTEM TYPE psi ® STORM SEWER — ❑ ROADSIDE DITCH I. ISLANDS AND MEDIANS REQ IRE STAN ARD 6" CURBING II. ❑ STANDARD 6° CURBING OPO D ❑ 4" x 12" CURBING PROP E EXCEPT AT MEDIANS AND ISLANDS TRAFFIC C IDERATIONS I. MEDIAN CUTS ❑ NO MEDIAN CUT OR RELO ATION IS ROPOSED ❑ MEDIAN MODIFICATIONS E SHOWN SHEEP II. LEFT /RIGHT TUR LANE ❑ NO LEFT / RIGHT T N LANE IS PROPDS D ❑ LEFT /RIGHT TUR LANE IS SHOWN ON S EET ❑ NO WORK IN HE RIGHT OF WAY IS PROPOSED T\iA WOULD INTE ERE WITH TRAFFIC FLOW \ ❑ TRAFFIC C TROL SHOWN ON SHEET IV. TRAFFIC SIGNAL ❑ NOT FIC SIGNAL IS EXISTING /PROPOSED ❑ EXIST G TRPFfIC SIGNAL DEVICES (T.C. BOXES AND SHO N ON SHEET ❑ PR�POSED TRAFFIC SIGNAL (BY OTHERS) NO TRAFFIC IMPACT ANALYSIS IS REQUIRED TRAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON II. DESIGN METHOD USED ❑ CITY OF HOUSTON FREQUENCY ® OTHER CITY OF LA PDRTE. 5-YEAR FREQUENCY III. DRAINAGE SYSTEM OUTFACE ❑ TO DETENTION POND ❑ DETENTION POND MAINTAINED BY ® TO HCFCD DRAINAGE DITCH UNIT N0. 81 D6-02-00 ❑ TO HARRIS COUNTY ROADSIDE DITCH ROAD NAME: ❑STATIC W.S.E. � OUTFACE IS _ 9-33_____�—___ ❑ PROPOSED STORM SEWER IS SUBMERGED. IV STORM SEWER OUTFACE CAPACITY ALLOCATED TO TRACT FROM 0. A. MAP: �so6— (CPS) FROM: IMPACT ANALYSIS HCFCD PROD. N0. 2005922. DATED NON. 2009 PREPARED BY: KLOTZ ASSOCIATES. INC ACTUAL OUTFACE RATE: —15.56 __�________—_ (CFS) V. DRAINAGE SYSTEM FLOW RATE FLOW PRIOR TO DETENTION: FLOW AFTER DETENTION (IF REQUIRED): FLOOD CONTROL DISTRICT CRITERIA �SjQRMWATER DETENTION BASIN ROUTING DETENTION BASIN DRAINAGE AREA = ___ AC / RAINFALL EVEM PROBABILDY PRE -DEVELOPED PEAK RUNOFF CFS POST-OEVE PEAK RUNOFF C ION BASIN EAK OUTFLOW CFS MAXIMUM WATER SURFACE ELEVATION PEAK STORAGE VOLUME AC -FT STORAGE RATE AC -FT PER AC tOX EXCEEDANCE (10-YEAR) T9. EXCEEDANCE (100-YEAR) ADDITIONAL CRITERIA FO QED DETENTION BASINS: VOLUME OF PUM .. EXCEEDANCE STORAGE VOLUME _ __AC -FT X OF TOTAL VOLUME MAXIMUM OUTFLOW VELOCffY INTO HCFCD CHANNEL = ______ FT./$EC. DR FOR &TSIN = _____ HOURS BASED ON �__ ___�___�__ HEAD CONORID STORMWATER DRAINAGE DESIGN REPORT REPDRr TREE _IMPACT ANALYSIS FOR FAIRMONT PARK EAST ____ REPORT DATE NOVEMBER_2009 ENGINEERING FIRM KLOTZ ASSOCIATES INC ______ DATE OF ACKNOWLEDGEMENT BY HCFCD OR Fl00DPWN ADMINISTRATORREFER TO CITY OF LA PDRTE LETTER TO HCFCD,_ HCFco PROJECT �_ 2005922 _ DATED AUGUST 13, 2010 (JOHN JOERNS) (MIKE TAL STORMWATER DETENTION FOR THE PROPOSED WORK CONTAINED IN THESE PLANS IS PROVIDED BY OTHER PLANS: PLAN TTTIE �_ _______ __�_ ___—_______�______________ ENGINEERING FIRM __ �___ DATE SIGNED BY HCFCD ___ __ HCFCD PROJECT � __ II. HCFCD STANDARD NOTES: SEE SHEET 3 OF THESE PLANS. III. HCFCD STANDARD DETAILS: SEE SHEEP 37 & 38 OF THESE PLANS. IV. REFER TO PLAN SHEETS 79 FOR EXISTING AND PROPOSED RIGHT OF WAY DELINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDE CLERK'S FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT, FEE STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) .NOTE$; '',. I. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. '' II. COMPLETE ONLY IF PROJECT H45 WIMIN R OR I$ IMMEDIATELY ADJACEM 70 AN EXISTING OR PROPOSED HCFCD MAIMAINED CHANNEL OR DETENTION BASIN. III. COMPLETE ONLY IF PRQIECf INCLUDES NEW OUTFALL, BACK$LOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AJJ E%I$TINC OR PROPOSED HCFCD MNNTAINEO CHANNEL OR DETENTION BASIN. N. COMPLETE ONLY OF PROJECT HAS WTHIN Oft IMMEDIATELY ADJACENT TO TT AN E%ISTING OR PROPOSED PUBUC DRAINAGE CHANNEL OR DETENTION BASIN. ** NOTE: THE CITY OF LA PDRTE IS COMMITTED TO WORK WITH HCFCD TO RESOLVE OUTSTANDING ISSUES IN AN EFFORT TO MOVE THE PROJECT FORWARD. CK�i�1�1�IZ��� • •:I� : • , NEW DEVELOPMENT AREA: E-DEVELOPMENT AREA (AMOUNT INCREASED T ❑ .5 NEW AREA—_—_X___ __ ____—ACRE FEEL � ❑ 5 DETENTION REQUIRED ale ,75 �k OTHER: PROPOSED VOLUME = ACRE FEET III. OUTFACE OUTFACE TO ❑ H.C. ROAD DE DITCH ❑ EXISTING H. STOR SEWER ❑ OTHER ROADSIDE DITCH OUTFACE: ALLOWABLE OUTFACE RATE _— _______--__ (CFS) PROPOSED OUTFACE RAT . ❑ STORM SEWER OUTFACE CAPACITY ALLOCATE 0 TRACT FROM D. A. MAP: (CFS) FROM DRAINAGE A MAP DATED: PREPARED BY: ACTUAL OUTFA RATE: ___--____ ______ (CFS) N. PUMP ION FACT III S VOLUME T GRAVITY FLOWS: ______--___ __ ACRE FEET VOLUME T IS PUMPED: —_____________ ___ ACRE FEET ENTRA E VELOCITY INTO ROADSIDE DITCH OR ORM SEWER: P P SPECIFICATIONS AND OPERATING PLAN PEAR ON SHEET OUTFACE PIPE SIZE: RESTRICTOR PIPE SIZE: WATER AND WASTEWATER � TYPE OF SERVICE PROPOSED MUNICIPALITY: _ MUNICIPAL UTILITY DISTRICT: ❑ THER DISTRICT: ❑ PR ATE WATER AND WASTEWATER ❑ PRIV E WATER SYSTEM AND IN IDI ❑ INDIVID L WATER WELL AND SF ❑ OTHER: ❑ LETTER FROM DIS AND CONNECTION ❑ TCEO APPROVAL PERMIT FOR ❑ OSSF SUBDIV LOP ■ ■ •, •, � OSSF 5, DESCRIPTION OF PROPERTY I. LEGAL DESCRIPTION A. ACREAGE: B. ®SUBDIVISION: FAIRMONT PARK EAST ® SURVEY &ABSTRACT: WM. M. JONES SURVE A-482 C. ADJACENT ROADS: SPENCER HIGHWAY FARIMONT PARKWAY it AUTHORIZING SERVICE II. PLATTING A. SUBDIVISION PLAT �R ATER SYSTEM AND ❑PROPOSED PLAT /REPEAT JJAT SYSTEM. ❑RECORDED PLAT /REPEAT PLAN G REPORT PLAT NAME: ____________________________ PLAT NUMBER _________________________ ® NO PLAT REQUIRED B. STREETS PROPOSED ❑ PUBLIC LO OR UNITS ❑PRIVATE AVE GE DAILY FLOW ❑PUBLIC &PRIVATE ® NONE III. JURISDICTIONS NOTES '14 ❑ CITY OF HOUSTON 1. COMPLETE FOR ALl PROJECT$ ® GITY DF LA PDRTE II. COMPLETE FOR A11 PROJECTS. S{C ❑ ETJ, CITY OF HOUSTON III. COMPLETE ONLY IF TCEO DISCHARGE PERMIT 6 PROPOSED ❑ ETJ, CITY OF ❑ NO ETJ IAL: $, FLOOD PLAIN STATUS 9, WORK IN HCFCD RIGHT-OF-WAY (,_GENERAL INFORMATION FIRM PANELS) FOR PROPERTY: 48201 C0940L I. TYPE OF WORK TO BE PERFORMED IN CHANNEL FIRM PANEI(S) DATE: DUNE 1S, 2007 ® OUTFACE ( CITY OF LA PDRTE IS THE FLOODPLAIN ADMINISTRATOR) ❑ UTILITY CROSSING STATUS OF PROPERTY ON MAP ❑ ROADWAY BRIDGE /CULVERT CROSSING ❑ ENTIRELY LOCATED IN UNSHADED ZONE "X" ❑ FILL ACTNITY ® LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE "X", ❑ REHABILITATION OF CHANNEL DELINATE FLOODPLAIN BOUNDARY ON CONSTRUCTION DRAWINGS ❑ MAINTENANCE (DRAINAGE LAYOUT PG. N0.__) (BASE FLOOD LEVEL 18.0_) ❑ TEMPORARY CROSSING ❑ LOCATED ENTIRELY IN ANY "A" ZONE OR SHADED ZONE "X", ❑ OTHER (INDICATE BASE FLOOD LEVEL_____—_) ❑ LOCATED IN THE 10-YEAR Fl00DPLAIN ❑ LOCATED IN CYPRESS CREEK LOMR OB-06-2369P (INDICATE BASE FLOOD LEVEL_________) ❑ SITE REMOVED FROM FLOODPLAIN BY COMA OR LOMR-F CASE N0.____—_____—___—_ ❑ OTHER ELEVATION INFORMATION Off)** BENCHMARK USED ® HARRIS COUNTY Fl00DPtAIN REFERENCE MARK ❑ HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT BENCHMARK (FOR COASTAL AREAS) DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND YEAR OF ADJUSTMENT (2001 ADl) FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION f0UN0 IN KEY MAP NO. 539-Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV.=20.84' (NAND T988, 2001 ADJUSTMENT) II. FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION ® PROPERN LIES ENTIRELY ABOVE THE BASE F100D LEVEL AND IN SHADED ZONE 'X" ❑ PROPERT! LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOOD LEVEL III. FLOODPLAIN STORAGE SUMMARY (APFUES ONLY TO PORTION OF LAND LOCATED WRHIN FIWDPLAW AS DELWEATED 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 Te.00 (2001 ADJ.) n CUBIC YARDS B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM DELINEATED FEOODPtAIN: i.e., BELOW ELEVATION 18.00 (2001 ADJ.) o CUBIC YARDS NOTES: I. COMPLETE FOR ALL PROJECT$ II. COMPLETE ONLY IF PROJECT IS ADJACENT TO TOD-YEAR FLOOD PLAIN IV ❑LOMR REQUIRED VERIFlED BY: II. PERMIT ❑ US ARMY CORPS ENGINEERS NATIONWIDE PERMIT NUMBERS) _—_________ ❑ US ARMY CORPS OE ENGINEERS INDIVIDUAL PERMITS ❑ OTHER ® NO PERMITS REQUIRED EXPLAIN: THE PROPOSED DISCHARGE DOES NOT PROPOSE ANY FlLL PLACEMENT IN THE WATERS OF THE U.S. AND NO WORK IS PROPOSED IN TIDAL OR NAVIGABLE 8001E5 OF WATER. III. REFERENCE /BASIS OF DETERMINATION ❑ ENVIRONMENTAL CONSULTANT REPORT BY_—____�________—______—______ REPORT TITLE _________�_____---_____— REPORT DATE ____—___--_______--_—__ ® OTHER USAGE=COMPLIANCE SECTION REGULATORY BRANCH — NOTES: I. -III. REWIRED ON PROJECT$ WDH WORK IN A HCFCD CHANNEL. PLEASE REFERENCE SECTN)N 77 OF THE FLOOD CONTROL DISTRICT POUCY, CRRERtq AND PROCEDURE MANUAL FOR MORE INFORMATION, RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY IV. HCAD ACCOUNT NOS. (ALL V. UNOBSTRUCTED VISIBILITY EASEMENT N.V.EJ ❑ REQUIRED AND SHOWN ON SHEEf(S) ® NOT REQUIRED KEY MAP ®page(s) 579_ C __ CPC 101 FORM MAY BE REQUIRED j Q SITEWORK SUMMARY HARRIS COUNTY ADMINISTRATNE DATA (THIS SECTION TO BE FILLED OUT BY HARRIS COUNTY R i W R1_ CRITICAL FACILITY ❑YES ❑ NO ❑ STORM WATER QUALITY ❑ DETENTION ❑ DRAINAGE SWALE ❑ CUT____CU.YDS. /FILL--CU.YDS. ❑ FILL PLACEMENT —______{ACRES ❑ ORGANIZED SEWER ❑PUBLIC ❑PRNATE ❑ ORGANIZED WATER ❑PUBLIC ❑PRNATE ❑ 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 —_____ j URB RAMPS /SIDEWALK CURB RAMPS P EO ❑YES ❑ NO SIDEWALKS PROPOSED A. HOME BUILDER ❑ B. DEVELOPER YES C. H.O.A ❑YES D. 0 _........ NOTE$; 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.nei/oermits FOR EACH SCOPE OF WORK IN HC OR IN HCFCD ROW. 6, STORM WATER QUALITY I. CONSTRUCTION PROTECTIVE MEASURES. ® SWPPP SITE PLAN AND DETAILS ON SHEETS) 27 THRU 29 ___ 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. ❑ "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWOMP SITE PLAN ON SHEET(S)--------------------------------- ❑ VEGETATI TROLS USED: (FILTER STRIP, GRASSY SWA AN FORESTRY) DETAILS AND CALC S APPEAR ON SHEETS ________ ___ ❑ POND STRUCTURE USED (WET, W S) DETAILS AND CALCULATIONS APPEAR ON SHEETS) ___ ______ ❑ HYDRODYNA E SEPERATOR MODEL: _____________ __________ n ..T i��. ND1E5: I - it REWIRED ON ALL PROJECTS, 111 IF NOT E%EMPr OR "GRANDFATHERED" .�: Dr. INCLUDE: PROJECF TREE. HARRIS COUNTY PROJECL NUMBER, AND SWO PERMR NUMBER, OR THE NAME OF THE PERMRTING AUTHORffY IF OTHER THAN HARRIS COUNTY. HCPID SIGNATURE BLOCK PROJECT NAME: FLEETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: ENGINEERING DIVISION gy INTERPOSE NO OBJECTION DATE gy AS TO PAWNG AND OR DRAINAGE ONLY DATE gy AS TO LOCATION OF ITEMS IN COUNTY RIGHT OF WAY DATE gy AS TO STORM WATER QUALITY DATE ADDITIONAL COMMENTS: HARRIS COUNTY FLOOD CONTROL DISTRICT IMERPOSE NO OBJECTION BY DATE FOR ITEMS LOCATED OUTSIDE OF HCF,;D RIGHT-OF-WAY APPROVED: DY 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 ODES NOT MEAN THE EMIRE PROJECT, INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED DY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S RESPON5161LI7Y AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRIATE FEDERAL, STATE AND IOCAI ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMEM. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID FOR A MAXIMUM OF TWO YEARS. SteVC 8jT �O/1 ENGINEER'S CERTIFICATION I, 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 OF DRA G SH ETS 1��-_yynn THRU 42 / Q, � v/ SEAL NA URE DATE R E V I S I O N S DATE SHEET NO. DESCRIPTION H.C. APPROVED DATE PROJECT N0. 2008603 SHEET NUMBER 2 OF 42 W m z z E ((� I ,� ,' 0 w z N m a � = m - � k z a - . m � � U p _ O ¢ d a n _L_ ., f0 Q I 0�. � � z Z a (,� � N Z fO -_ a w � = m oC � - z H z a • a m a �� - (n � o - � W o 0 6 h OZ�o �OJu- m ���o � rnW Wc� o W W ~, I 1. WATER UNES, WASTEWATER COLLECTION SYSTEMS, AND DRAINAGE SYSTEMS SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE CITY OF LA PORTS STANDARDS UNLESS OTHERWISE NOTED ANO APPROVED ON THESE PLANS. 2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE TO THE EXISTING PUBLIC OR PRIVATE UTILITY UNES, INCLUDING BUT NOT LIMITED TO WATER UNES, WASTEWATER COLLECTION SYSTEM AND STORM SEWERS DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH CITY OF LA PORTS, DEPARTMENT OF PUBLIC WORKS AND ENGINEERING "STANDARD CONSTRUCTION SPECIFCATIONS" WITH LATEST ADDENDA AND AMENDMENTS THERETO, WITH NO COST TO THE PUBLIC. 3, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL PERMITS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROWNG TRAFFC IN IMMEDIATE VICINITY OF CONSTRUCTION. ALL WORK SHALL. BE PERFORMED IN SUCH A MANNER ANO NC AS TO PROVIDE MAXIMUM PROTECTION TO TRAFFIC AND PEDESTRIANS. SEQUE E CONTROL SHALL BE CONSISTENT W17H TYPE OF WORK BEING PERFORMED. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAINTAINING SAFE PROJECT SITE 24 HOURS A DAY. MINIMALLY, GUIDELINES SET FORTH IN "MANUAL ON UNIFORM TRAFFC CONTROL DEVICES" SHALL BE OBSERVED. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL WASTE MATERIAL GENERATED DURING CONSTRUCTION. WASTE MATERIAL MUST BE REMOVED FROM WORK SITE AND DISPOSED OF IN SUCH MANNER AS TO NOT DAMAGE OWNER OR OTHER PERSONS. 6. THE CONTRACTOR MUST CLEAN MUD, DIRT, OR DEBRIS TRACKED ONTO EXISTING STREETS BY ANY VEHICLE THAT EXITS SITE. CONDITION OF ROAD AND/OR RIGHT-OF-WAY UPON COMPLETION OF JOB SHALL BE AS GOOD OR BETTER THAN PRIOR TO STARTING WORK. 7, ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE NOT REPAVED OR OTHERWISE COVERED SHALL BE HYDRO -MULCH SEEDED. 8. CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION SCHEDULE WITH CITY OF LA PORTS PRIOR TO COMMENCING WORK. 9. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA 48 HOURS PRIOR TO COMMENCING WORK IN ANY RIGHT-OF-WAY OR EXISTING EASEMENT. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED SECURITY TO PROTECT HIS OWN PROPERTY, EQUIPMENT, AND WORK IN PROGRESS. 11. DRAWINGS SHOW AS MUCH INFORMATION AS CAN BE REASONABLY OBTAINED FROM AN ON GROUND OBSERVATION, SURVEY AND EXISTING CONSTRUCTION DRAWINGS REGARDING TOPOGRAPHIC FEATURES, ELEVATIONS AND LOCATION ANO NATURE OF PIPELINES, NATURAL GAS UNES, UNDERGROUND CABLES, UTILITIES, ETC. HOWEVER, ACCURACY OF OR COMPLETENESS OF SUCH INFORMATION IS NOT GUARANTEED. THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSIONS, AND CONDITIONS IN THE FlELD BEFORE COMMENCING ANY WORK. CHANGES IN HORIZONTAL AND VERTICAL ALIGNMENT ARE TO BE APPROVED BY THE ENGINEER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPORT ANY CONFLICTS OR DISCREPANCIES TO ENGINEER IN A TIMELY MANNER. 12. ALL WORK IN PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED TO STANDARDS OF GOVERNING AUTHORITY, 13. NOT USED. 14. ANY EXISTING FACILITIES DISTURBED DURING CONSTRUCTION, SHALL BE RESTORED TO ITS ORIGINAL CONDITION BY CONTRACTOR. 15. NOTIFY ALL PROPERTY OWNERS A MINIMUM OF TWENTY FOUR (24) HOURS PRIOR TO BLOCKAGE OF DRIVEWAYS OR ENTERING OF UTILITY EASEMENTS. 16. THE CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN AN UPDATED REDONE "RECORD" SET OF PLANS ON SITE FOR INSPECTION BY THE AUTHORIZED INSPECTOR. 17. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG THE AREA OF EXCAVATION. 18. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS ANO STATE OF TEXAS WW CONCERNING EXCAVATION, TRENCHING AND SHORING. DRAINAGE NOTES 1, CONTRACTOR SHALL USE ONLY PRECAST STORM SEWER INLETS. 2. ALL PROPOSED STORM INLETS AND MANHOLES SHALL 8E BEDDED AND BACKFLLED WITH CEMENT STABILIZED SAND (SEE MATERIALS NOTES 1), UNLESS OTHERWISE NOTED, SEE BEDDING AND BACKFILL DETAIL FOR LIMITS. 3. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. v; MATERIAL NOTES m z 1. CEMENT STABILIZED SAND BACKFILL SHALL CONSIST OF NOT LESS THAN 1-1/2 SACKS OF CEMENT PER CY OF SAND WITH SUFFlCIENT WATER TO HYDRATE CEMENT. THE MATERIAL a SHALL BE PLACED IN LOOSE LAYERS EIGHT (8) INCHES THICK MAXIMUM AND COMPACTED TO � 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE. c 0 E 'o • 0 O N 0 1. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE ENGINEER AND CITY F P RT F R 0 LA 0 E 0 REVIEW AND APPROVAL. 2. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. 3. LANE CLOSURE PERMITS ARE TO BE OBTAINED WHEN REQUIRED, 4. CONTRACTOR SHALL COVER EXCAVATIONS WITH STEEL PLATES, ANCHORED PROPERLY, DURING NON -WORKING HOURS AND OPEN LANES FOR TRAFFC FLOW. 5. APPROVED COPIES OF 'TRAFFIC CONTROL PLANS" AND LANE/SIDEWALK CLOSURE PERMffS" SHALL BE AVAILABLE FOR INSPECTION AT JOB SITE AT ALL TIMES. PAVING NOTES i. REFER TO GEOTECHNICAL REPORT BY AVILES ENGINEERING CORPORATIOIN, PROJECT N0. G180-09 DATED FEBRUARY 2010 FOR PAVEMENT RECOMMENDATIONS. CONCRETE PAVEMENT SHALL BE SIX (6) INCHES OF REINFORCED CONCRETE OVER EIGHT (8) INCHES OF STABILIZED SUBGRADE. 2. CONCRETE PAVEMENT SHALL 8E A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 3500 PSI AT 28 DAYS. 3. ALL STEEL REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 60. 4. ALL CONTINUOUS REINFORCING STEEL SPLICES, TEES, AND CORNERS SHALL BE LAPPED 36 TIMES BAR DIAMETER UNLESS OTHERWISE NOTED. 5. DETAILING AND FABRICATION OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI-318 LATEST EDITION. ' 6. DUMMY GROOVE AND CONTRACTION JOINTS SHALL BE PLACED BETWEEN EXPANSION N MY I HA PLACED SIDEBYSIDE ANO JOINTS. N0 MORE THA 2 OUM JONTS S LL BE MAXIMUM SPACING FOR ANY)JGNT SHALL BE 15 FEET. 8. TRAFFC SHALL BE PROHIBITED FROM NEWLY CONSTRUCTED PAVEMENT DURING CONCRETE CURING PROCESS. 9. THE STABILIZED SUBGRADE SHOULD BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM-0698) AT A MOISTURE CONTENT FROM OPTIMUM TO 3 PERCENT ABOVE OPTIMUM. THE SUBGRADE SHALL BE STABILIZED TO A MINIMUM DEPTH OF 8 INCHES WITH 8 PERCENT HYDRATED LIME 8Y DRY SOIL WEIGHT. 10. SIDEWALKS AND WHEELCHAIR RAMPS SHALL COMPLY WITH CURRENT ADA/TDLR REQUIREMENTS. 11. CONTRACTOR SHALL SUBMIT A JOINT LAYOUT PLAN TO THE ENGINEER FOR REVIEW AND APPROVAL. REFER TO THE GEOTECHNICAL REPORT, 12, CONTRACTOR IS TO SAWCUT PAVEMENT JOINTS WITHIN 6 TO 12 HOURS AFTER PLACEMENT OF THE CONCRETE. 13. THE CONTRACTOR SHALL NOT MAKE ANY CHANGES TO PAVING OR JOINTS WITHOUT FRST OBTAINING PERMISSION FROM ENGINEER. 12. FAILURE TO MEET THE REQUIREMENTS THROUGH THE TESTING PROCEDURE WILL RESULT IN THE REJECTION OF THAT PORTION DEEMED TO BE DEFlCIENT. THE PROPOSED PAVEMENT DEPTHS SHOWN ON THE PLAN DETAIL SHEETS IS CONSISTENT WITH THESE NOTES AND SHALL BE USED TO DETERMINE THE REQUIREMENT IN EACH CASE. 13. TRANSVERSE EXPANSION JOINTS ARE REQUIRED AT MAXIMUM SPACING OF 40'-0', C-C WITH JOINTS AND VERTICAL CURB JOINTS TO BE SEALED WITH LIQUID RUBBER CONFORMING TO TXDOT ITEM 360.2 (8) C CLASS 2 (HOT POURED RUBER) 14. DENSITY TEST TO BE RETAKEN IN THE EVENT OF A '(ONE-HALF INCH) OR GREATER RAINFALL. unuTY No1Es AT&T TEXAS/S8C FACILITIES 1. THE LOCATIONS OF AT&T TEXAS/SBC FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENGNG WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. 2. THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE UNDERGROUND ONES FlELD LOCATED. 3. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF AT&T TEXAS/SBC FACILITIES, AU_ EXCAVATIONS MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE CONTRACTOR SHALL EXPOSE THE ATBcT TEXAS/SBC FACILITIES. 4, WHEN ATdcT TEXAS/S8C FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR SUPPORT. 5. THE PRESENCE OR ABSENCE OF AT&T TEXAS/S8C UNDERGROUND CONDUIT FACILITIES DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES IN THE AREA. FOLLOW THE DIRECT BURIED CABLE PROCEDURES TO LOCATE THE ATkT TEXAS/SBC DIRECT BURIED CABLES AS INDICATED IN THE AT&T TEXAS RESEARCH AND SIGNATURE PROCESS FOR AT&T TEXAS/S8C FAGUTIES. CENTERPOINT ENERGY NOTES WARNING: OVERHEAD ELECTRICAL FACILITIES OVERHEAD ONES MAY EXIST ON THE PROPERTY. THE LOCATION OF OVERHEAD UNES HAS NOT BEEN SHOWN ON THESE DRAWINGS AS THE UNES ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM P W TIN 7 A TH SAFETY CODE RIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LA SEC 0 52, HE L & FORBIDS ACTIVITIES THAT OCCUR IN CLOSE PROXIMITY TO HIGH VOLTAGE ONES, SPECIFlCALLY: • ANY ACTIVITY WHERE PERSON OR THINGS MAY COME WITHIN SIX(6) FEET OF LIVE OVERHEAD HIGH VOLTAGE UNES; AND • OPERATING A CRANE, DERRICK, POWER SHOVEL, DRILLING RIG, PILE DRIVER, HOISTING EQUIPMENT, OR SIMILAR APPARATUS WITHIN 10 FEET OF LIVE OVERHEAD HIGH VOLTAGE UNES. PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS, ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR UNES TO BE TURNED OFF OR REMOVED CALL CENTERPOINT ENERGY AT (713)207-2222. CAUTION: UNDERGROUND GAS FACILITIES LOCATION OF CENTERPGNT ENERGY MAIN LINES (TO INCLUDE CENTERPOINT ENERGY, INTRASTATE PIPELINE LLC, WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE ONES m2E USUALLY NOT SHOWN. WR SIGNATURE ON THESE PLANS ONLY INDICATES THAT OUR FAGLITIES ARE SHOWN IN AN APPROXIMATE LOCATION. IT DOES NOT IMPLY THAT A CONFLICT ANALYSIS HAS BEEN MADE. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT (713) 223-4567 OR 1-800-669-8344 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN :WD SERVICE LINES FlELD LOCATED. WHEN CENIERPOINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE, CALL (713) 967-8037 (7:00 A.M. TO 4:30 P.M.) FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF CENTERPOINT ENERGY FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN CENTERPOIN7 ENERGY FACILITIES ARE EXPOSED, SUFFlCIENT SUPPORT MUST BE PROVIDED TO THE FACILITIES TO PREVENT EXCESSIVE STRESS ON THE PIPING. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FAGUTIES. STORM SEWER NOTES 1. ADJUST MANHOLE COVERS TO GRADE CONFORMING TO REQUIREMENTS OF SECTION 02631. 2. STORM SEWERS SHALL BE AS INDICATED ON THE DRAWINGS CONFORMING TO SECTION 02630 AND SHALL BE INSTALLED, BEDDED, AND BACKFILLED IN ACCORDANCE WITH SECTION 02015 AS APPLICABLE UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 3. ALL SEWER UNDER PROPOSED OR FUTURE PAVEMENT AND TO A POINT (1) FOOT BACK OF ALL PROPOSED OR FUTURE CURBS SHALL BE BACKFILLED WITH 1-1/2 SACK CEMENT/C.Y. STABILIZED SAND TO WITHIN ONE (1) F00T OF SUBGRADE. THE REMAINING DEPTH OF TRENCH SHALL BE BACKFlLLED MATH SUITABLE EARTH MATERIAL. 4. ALL TRENCH BACKFILLS SHALL BE IN 8" LIFTS, WITH TEST TAKEN AT 100 FOOT INTERVALS ON EACH LIFT, AND MECHANICALLY COMPACTED TO A DENSITY OF NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR COMPACTION TEST (ASTM 0-698/AASHTO T99). 5. CIRCULAR AND EWPTICAL REINFORCED CONCRETE PIPE SHALL 8E INSTALLED USING RUBBER GASKET JOINTS CONFORMING TO ASTM C443 AND ASTM C877 RESPECTIVELY. 6. ALL PROPOSED PIPE STUB -OUTS FROM MANHOLES AND INLETS ARE TO BE PLUGGED USING 8"-SIZE BRICK WALLS UNLESS OTHERWISE NOTED. 7. CONTRACTORS SHALL PROVIDE 12" MINIMUM CLEARANCE AT STORM SEWER AND WATER LINE CROSSINGS. 8. ADJUST MANHOLE COVERS TO GRADE CONFORMING TO REQUIREMENTS OF SECTION 02631. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING, MAINTAINING, AND RESTORING ANY BACK SLOPE DRAINAGE SYSTEM DISTURBED AS A RESULT OF HIS WORK. 10. ALL DITCHES SHALL BE REGRADED TO PROPOSED ELEVATIONS TO INSURE PROPER DRAINAGE. ALL OUTFACES SHALL 8E PROPERLY BACKFLLED AND COMPACTED. ALL DISTURBED AREA SHALL BE REGRADED, SEEDED, AND FERTILIZED. SANITARY SEWER NOTES 1. SANITARY SEWERS SHALL BE BUILT ACCORDING TO CITY OF LA PORTS SPECIFICATIONS AND/OR ALL APPLICABLE BUILDING CODES, 2, ALL SANITARY SEWER PIPE AND FlTTiNGS, UNLESS LABELED IN THE PLANS AS DUCTILE IRON (D.LP), SHALL CONFORM TO ASTM 0-2241, P.V.C. PIPE MATERIAL SHALL CONFORM TO ASTM D-1784 WITH A RESIN CELL CLASSIFICATION OF 12454-B (PVC 1120). P.V.C. PIPES SHALL HAE ELASTOMERIC JOINTS CONFORMING TO ASTM D-3139 AND GASKETS CONFORMING TO ASTMF-477. 3. ALL P.V.C. SANITARY SEWER PIPES SHALL HAVE BEDDING AND BACKFLL AS SHOWN ON CONSTRUCTION PLANS. REFER TO BEDDING AND BACKFILL DETAIL FOR UTILITIES. 4. SANITARY SEWERS LOCATED UNDER OR WITHIN ONE -FOOT OF PROPOSED OR FUTURE PAVING SHALL 8E BACKFILLED WITH CEMENT STABILIZED SAND (1-1/2 SACK/CUBIC YARD) TO WITHIN ONE F00T OF PAVEMENT. 5. ALL SEWER UNES THAT REQUIRE DEWATERING FOR INSTALLATION SHALL BE BEDDED AND INSTALLED IN GENERAL CONFORMANCE W17H SECTION 01561. 6, ALL SEWER LINES 18 FEET OR GREATER IN DEPTH (AS MEASURED FROM THE MANHOLE RIM TO THE fLOWUNE OF THE PIPE) SHALL BE TELEVISED AND VIDEOTAPED 8Y THE CONTRACTOR IN THE PRESENCE OF THE ENGINEER. TAPES SHALL BE MADE IN THE VHS FORMAT, IN COLOR, AND TWO COMPLETE COPIES SHALL BE PROVIDED TO THE OWNER. 7. ALL 6" SANITARY SEWER LEADS SHALL BE LAID WITH A MINIMUM GRADE OF 1.0%. 8. DEFLECTION TEST SHALL BE PERFORMED ON ALL FLEXIBLE AND SEMI -RIGID PIPE, EXCEPT SERVICE LEADS, THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFLL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. THE TEST IS TO BE RUN USING A MANDREL HAVING AN OUTSIDE DIAMETER EQUAL TO 95% OF THE AVERAGE INSIDE DIAMETER OF THE PIPE. THE MANDREL SHALL HAVE A MINIMUM OF 9 RUNNERS, WITH THE CONTACT LENGTH OF EACH RUNNER EQUAL TO OR GREA'iER THAN THE PIPE'S NOMINAL DIAMETER. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PUWNG DEVICES. 9. ALL SANITARY SEWER MANHOLE RIMS SHAD. BE SET 3" TO 5" ABOVE SURROUNDING FNISHED GRADE, WITH SLOPED FlLL ADDED FOR STORM WATER DRAINAGE AWAY FROM THE MANHOLE RIM. WHERE SPECIFIED IN THE PLANS, SANITARY MANHOLES BELOW THE 100-YEAR FLOOD PLAIN (OR OTHERWISE REQUIRED) SHALL HAVE THE RIM SET FLUSH WITH THE FlNISH GRADE. THE RIM SHALL BE WATERPROOFED USING A NEOPRENE GASKET. ONLY STAINLESS STEEL SCREWS OR NUTS k BOLTS CAN BE USED TO HOLD DOWN THE COVER. 10, SANITARY SEWER UNES PARALLEL TO WATER UNES SHALL BE INSTALLED MATH AT LEAST A 9-FOOT CLEARANCE AND IN SEPARATE TRENCHES. 11. SANITARY UNES CROSSING BELOW WATER ONES MUST HAVE A FULL LENGTH JOINT (20' NOMINAL) CENTERED A7 THE CROSSING WITH A MINIMUM SEPARATION DISTANCES OF 6 INCHES. 12. SANITARY UNES CROSSING ABOVE WATER LINES MUST HAVE A FULL LENGTH JOINT (20' NOMINAL) CENTERED AT THE CROSSING WITH A MINIMUM SEPARATION DISTANCE 13. SANITARY SEWER FORCE MAINS SHALL BE BROWN OR GREEN AND SHALL BE LABELED EVERY TWO FEET , "NON POTABLE WATER." 14. ALL SANITARY SERVICE SHAM BE LAMP TESTED MANHOLE TO MANHOLE. OF 7W0 FEET. 15, ALL GRAVITY SANITARY SEWERS SHALL BE AIR TESTED PER SECTION 01452. 1. MINIMUM HORIZONTAL CLEAR DISTANCE BETWEEN SANITARY SEWER LINE AND NEW WATER LINE TO BE NINE (9) FEET. MINIMUM VERTICAL CLEAR DISTANCE TO BE TWELVE (12) INCHES WITH SEWER LINE LOCATED AT LOWER ELEVATION THAN WATER LINE. WHEREVER NEW WATER LINES CROSS SANITARY SEWER UNES WITH LESS THAN NINE (9) FEET OF VERTICAL CLEARANCE, THE SEWER LINE SHALL BE CONSTRUCTED OF CONTINUOUS DUCTILE IRON PIPE FOR A DISTANCE OF NINE (9) FEET EACH SIDE OF THE WATER LINE. 2. WHERE A SANITARY SEWER PARALLELS A WATER LINE, THE SEWER SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON OR PVC MEETING ASTM SPECIFCATIONS WITH A PRESSURE RATING FOR BOTH THE PIPE AND JOINTS OF 150 PSI, THE VERTICAL SEPARATION SHALL 8E A MINIMUM OF TWO FEET BETWEEN OUTSIDE DIAMETERS. THE HORIZONTAL SEPARATION SHALL BE A MINIMUM OF FOUR FEET BETWEEN OUTSIDE DIAMETERS. THE SEWER SHALL BE LOCATED BELOW THE WATER LINE. 3. WHERE A WATER LINE CROSSES ANOTHER UTILITY OTHER THAN A SANITARY SEWER, A MINIMUM OF 12 INCHES OF VERTICAL CLEARANCE MUST BE MAINTAINED BETWEEN THE OUTSIDE WAIL OF THE WATER LINE AND THE OUTSIDE WALL OF THE UTILITY. 4. WHEN A WATER LINE IS PLACED PARALLEL TO ANOTHER UTILITY LINE, OTHER THAN A SANITARY SEWER, THE WATER LINE SHALL HAVE A MINIMUM OF 4 FEET HORIZONTAL CLEARANCE FROM OUTSIDE WALL OF THE WATER LINE TO OUTSIDE WALL OF THE EXISTING UTILITY. SWPPP CONSTRUCTION NOTES 1. CONTRAC70f? SHALL IMPLEMENT !NCR PROTECTION DEVICES ANO REINFORCED FlLTER �F� � _ ,� CITY nF 1 A PnF2TF FABRIC BARRIER ALONG ROAD AND SIDE DITCHES AT LOCATIONS SHOWN ON TYPICAL � -�'r' STORM WATER POLLUTION PREVENTION (SWPP) PLANS TO KEEP SILT AND EXCAVATED � -��' � � a PLANNING DEPT.ENGINEERING DIV. MATERIALS FROM ENTERING INTO THE STORM WATER INLETS AN DITCHES EVENTUALLY 604 W. FAIRMONT PKWY. POLLUTING THE RECEIVING STORM. LA PORTS. TEXAS, 77571 2. DURING THE EXCAVATION PHASE OF THE PROJECT, CONTRACTOR SHALL SCHEDULE THE �"" 281-471-5020; FAX: 281-470.5005 WORK IN SHORT SEGMENTS SO THAT EXCAVATION MATERIAL CAN BE QUICKLY HAULED AWAY FROM THE SITE AND TO PREVENT IT FROM STAYING UNCOLLECTED ON THE EXISTING PAVEMENT. ANY LOOSE EXCAVATED MATERIAL WHICH FALLS ON PAVEMENTS OR DRIVEWAYS SHALL BE SWEPT BACK INTO THE EXCAVATED AREA. 3. CONTRACTOR SHALL CLEAN UP THE EXISTING STREET INTERSECTIONS AND DRIVEWAYS FLEETWOOD DRIVE DAILY, AS NECESSARY, TO REMOVE ANY EXCESS MUD, SILT OR ROCK TRACKED FROM THE EXCAVATED AREA. �`�-p T 4. CONTRACTOR SHALL FOLLOW G000 HOUSEKEEPING PRACTICES DURING THE .+ 1 f�EE 1 AND DRAINAGE CONSTRUCTION OF THE PROJECT, ALWAYS CLEANING UP DIRT AND LOOSE MATERIAL AS IMPROVEMENTS CONSTRUCTION PROGRESSES. 5. CONTRACTOR TO INSPECT AND MAINTAIN THE AREAS LISTED BELOW AT LEAST ONCE FROM SPENCER HIGHWAY TO EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER. HCFCD B�O6-02-00 • DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY CITY OF LA PORTS TEXAS STABILIZED. • AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. k I O t Z',' a s s o c i a t e s STRUCTURAL CONTROL MEASURES. • LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. 1160 Dclry Ashford, Sulte 500 6. CONTRACTOR TO BE RESPONSIBLE TO MAINTAIN EXISTING DITCHES ANO OR CULVERTS Houston, Texas 77079 FOR UNOBSTRUCTED DRAINAGE AT ALL TIMES. WHERE SODDING IS DISTURBED BY T 281.589.7257 F 281.589.7309 EXCAVATION ON BACKFILLING OPERATIONS, SUCH AREAS SHALL BE REPLACED BY SEEDING OR SODDING. SLOPES 4:1 OR STEEPER SHALL BE REPLACED BY BLOCK SODDING. houston.office�lclotz.com Texas PE Finn Reg. /j F-929 WATER LINE NOTES 1. WATER PIPE MATERIAL SHALL BE: PIPE LESS THEN 4": PVC SCHEDULE 40, WITH SOLVENT -WELD JOINTS. PIPE 4" TO 12": FUSIBLE C-900 PVC WITH CELL CLASSIFICATION 12454 AND/OR PVC MATERIAL CODE 1120. 2. ALL WATER LINES TO HAVE A MINIMUM COVER OF 4' BELOW FINISHED GRADE. VARY FLOWLINE UNIFORMLY FROM DEPTH AND LOCATION SHOWN ON PLANS TO ACHIEVE REQUIRED COVER AND CLEARANCE. 3. ALL WATER LINE FlTTINGS TO BE DUCTILE IRON AND WRAPPED WITH 8 MIL POLYETHYLENE. 4. CONTRACTOR TO PROVIDE ADEQUATE CONCRETE THRUST BLOCKING TO WITHSTAND TEST PRESSURE IN ACCORDANCE WITH CITY OF LA PORTS STANDARDS, 5. WATER LINE, OUTSIDE OF PUBLIC STREET RIGHT-OF-WAY OR PUBLIC EASEMENTS UNDER PAVEMENT OR WITHIN ONE (1) F00T BACK OF ALL CURBS TO BE BACKFILLED WITH CEMENT STABILIZED SAND TO A POINT ONE (1) FOOT BELOW PAVEMENT. THE REMAINING BACKFILL TO BE MADE WITH COMPACTED SELECT MATERIAL. 6. WATER LINE INSTALLATION AND TESTING SHALL COMPLY WITH AWWA AND THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY REQUIREMENTS. 7. FLUSHING, DISINFECTION, AND BACTERIOLOGICAL SAMPLING OF WATER LINE SHALL BE DONE IN ACCORDANCE WITH AWWA STANDARDS, 8. ALL FlTTINGS TO 8E MECHANICAL JOINT UNLESS OTHERWISE NOTED. 9. INSTALL VERTICAL OFFSETS TO ACCOMPLISH VERTICAL CHANGE IN ELEVATIONS AS REQUIRED. VERTICAL OFFSETS IN PVC SHALL BE CONTINUOUS STEEL SECTIONS OF PIPE. STEEL SECTIONS SHALL HAVE STANDARD WALL THICKNESS AND BE IN ACCORDANCE WITH AWWA C-200. COAT STEEL SECTIONS INSIDE AND OUTSIDE WITH EPDXY PER AWWA C-210-84. UNDERGROUND INSTALLATIONS SHALL BE WRAPPED WITH POLYETHYLENE DURING INSTALLATION. COST OF STEEL SECTIONS SHALL BE INCLUDED IN THE LINEAR F00T PRICE 81D FOR WATER LINE. 10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE EXISTING PUBLIC OR PRIVATE WATER UNES DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH CITY OF LA PORTS STANDARDS WITH LATEST ADDENDA AND AMENDMENT THERETO, WITH NO COST TO THE CITY OF LA PORTS OR THE OWNER, REV DESCRIPTION BY DATE STANDARD HCFCD NOTES FOR G�ISTRUGTION DRAWINGS ��� 1. NOTIFY THE HARRIS COUNTY FLOOD CONTROL DISTRICT, PROPERTY MANAGEMENT AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR DEPARTMENT IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. SUBMIT THE EASEMENTS CALL THE LONE STAR NOTIFlCATION 713-223-4567. HCFCD 48 HOUR PRE -CONSTRUCTION NOTIFlCATION FORM AND A COPY OF THE PRIVATE UTILITY LINES SHOWN APPROVED CONSTRUCTION DRAWINGS TO HCFCD, 9900 NORTHWEST FREEWAY, HOUSTON, TEXAS 77092, ATTN: PROPERTY MANAGEMENT DEPT. 2. ENGINEER SHALL SUBMIT CERTIFICATION LETTER AND RECORD DRAWINGS TO THE Date: F ISTRICT PROPERTY MANAGEMENT DEPARTMENT HARRIS COUNTY LOOD CONTROL D CenterPoint Energy/Electric Facilities REQUESTING INSPECTION OF ITEMS CONSTRUCTED IN HARRIS COUNTY FLOOD CONTROL Approved only for crossing underground ductlines, unless noted. DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING INSPECTION, THE DRAINAGE RIGHT -OF valid of time of review only. -WAY AND/OR EASEMENTS SHALL BE STAKED AND FLAGGED. 3. PROTECT, MAINTAIN, AND RESTORE EXISTING BACKSLOPE DRAINAGE SYSTEMS. Date: Approved for AT&T Texas/SBC underground 4. BACKSLOPE SWALE AND INTERCEPTOR STRUCTURE ELEVATIONS ANO LOCATIONS conduit facilities only. Signature valid for one year. SHOWN ON PLANS ARE APPROXIMATE. FINAL ELEVATIONS AND LOCATIONS SHALL BE FlELD VERIFlED BY THE ENGINEER PRIOR TO INSTALLATION. Date: 5. ESTABLISH TURF GRA55 ON ALL DISTURBED AREAS WITHIN THE CHANNEL OR CenterPoint Energy/Gas facilities DETENTION RIGHT-OF-WAY, EXCEPT THE CHANNEL BOTTOM AND WHERE STRUCTURAL (Gas service lines ore not shown.) LIVESBERM DAUGRASS ANDSNO EROSION ORCRILLSNDEEPERI�THIANp4E 75% COVERAGE OF RECORD DRAWING 6. BACKFLL IN ACCORDANCE WITH THE HARRIS COUNTY FLOOD CONTROL DISTRICT THE CONSTRUCTION CONTRACTOR RECORDED CHANGES STANDARD SPECIFlCATION, SECTION 02315 -EXCAVATING AND BACKFILLING, OR MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT EQUIVALENT. DRAWINGS. 7. EXCAVATE CHANNEL FLOWUNE TO DESIGN ELEVATION AS SHOWN ON PLANS ANO KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DOWNSTREMAN, AS NECESSARY, TO ENSURE NO WATER IN STORM SEWER DURING "DRY" DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONDITIONS. CONTRACTOR ON THE ORGINALS OF THE CONTRACT 8. MAINTAIN FLOW IN CHANNEL DURING CONSTRUCTION AND RESTORE CHANNEL TO DRAWINGS. ATTESTED BY ORIGINAL CONDITION. SIGNATURE: DATE: �®� 9. REMOVE ALL EXCAVATED MATERIAL FROM THE HARRIS COUNTY FLOOD CONTROL CJ�&Ye. A � ,PE. DISTRICT OR DRAINAGE RIGHT-OF-WAY. NO FILL IS TO 8E PLACED WITHIN A NA DESIGNATED FLOOD PLAIN AREA WITHOUT FIRST OBTAINING A FlU_ PERMIT FORM THE APPROPRIATE JURISDICTIONAL AUTHORITY. 10. OBTAIN AND COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL PERMITS AND APPROVALS, WITH ASSISTANCE FROM ENGINEER, IF NECESSARY. GENERAL NOTES Klotz Project No 0� 27.012.001 Drawn ey qMJ Checked ey SB wale NONE Date AUGUST 2010 DWG No Sheet .3 Of 42 :. n. U' Z I- 0 � N �' �' O GL Z � W W `r � I { ~l z Z� �� w w� o= =m �� _ z _ z� a • m 0 � a ❑ a d O w u Q � a 0 m i c � i fO - ?m ;_ ;z - :Q n �m - ¢a �o �� � p a o � w :¢ 0 � z W zN me � G � - a w _ � z �z � z¢ - a z 'm U ¢ _ �� Q o � a a ¢ c 0. U Q n >_ F a. � � z Z_ N i� � Z 'w fO - � � o w = = m - �F— �� f— O Iz } i • as i m D_g jaw _ U a O W is ¢ d o �a O r0 � o �OJLL a v��0 iN I o�>= ', N LLO(n m Q) 0 w Y `v c 0 E 'o I ' '' I� I (I� I - 120' HCFCD DRAINAGE (EASEMENT — � 1 HCCF N0. J197089 ac� � H� CD UNIT N0. B106 m m I � C ��, IIE�� + N c.x� - - -.L �-i- 0+00 ( 1-¢0,0 (2+00 N � - - +00 � � I-- � �+— - - —i- h W - —+- - --i- _ --} - —I- l I I z w -.._ , _____.--r,--______ +-_.z_ _ I. � II I _ � __ _ T- � .� I I I � i i Q� 1 Q I I _I"II � ( I I�� I q II I � c p ���X I I I� �§ � I � III -�— � :� .r � � � lul of ` .� CITY OF LA POI�T� � � m.o- �+ PLANNING DEPT.ENGINEERING DIN. 604 W. FAIRMONT PKWY. ,�, LA PORTS. TEXAS, 77571 281-071-5020; FAX: 281-47D�5005 F�EETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD B406-02-00 CITY OF LA PORTS, TEXAS klotz���associates 1160 Dairy Ashford, Sulte 500 Houston, Texas 77079 T 281.589.7257 F 281,589,7309 h ou stop, o ffice®Icl otz.com Texas PE Firm Reg. // F-929 BENCHMARK INFORMATION: FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539—Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV.=20.84' {NAND 1988 ZOOh ADJUSTMENT) REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. THIS PROJECT PARTIALLY UES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN THE 500—YEAR FLOODPUIIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED DUNE 18, 2007. DESCRIPTION I BY ( DATE AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL 1HE LONE STAR NOTIFICAl10N 713-223-4567. PRIVATE UTILITY LINES SHOWN �ved only for crossing underground ductlines, unless noted. at time of review only. facilities only. Signature valid for one year. (Gos service lines are not shown.) RECORD DRAWING — THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED 8Y p N SIGNATURE: DATE: �L�O! �! raeuc. J.�G �VdOA�fl.'P-I^. OVERALL SHEET LAYOUT 1 Klotz Project No 012%,012,001 Drawn By AMJ Checked By SB �01e 1 "=80' D°te AUGUST 2010 DWG No Sheet 5 Of 42 � z W � N m � C N G a � =m z �� _ z � z a z a m' Q W 0 Q' o � m (n Z � N � � � � �O �g �� ow � = N � O..J 'cr I.L ���0 w m w H N LLOCn o m F O Z Z N �� w f° - a � i _ 2= iu Z z ¢ - .m a �w �� - - 0o d a LL n 0 N C O N 3 O 0 d c 0 E 'o 0 c� 0 N 0-t 0+00 f— -i- ., �.�_� :� �f�. ` viT�i vF is� �vR i � ,, �. `_% � � i PLANNING DEPT.ENGINEERING DIV. 604 W. FAIRMONT PKWY. ,�, LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470-5005 F�EETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD B106=02-00 klotz���associates 1160 Dolry Ashford, Sulte 500 Houston, Texas 77079 T 281.589.7257 F 281,589.7309 h ou ston. offlce®kl otz.com Texas PE Firm Reo. N F-929 BENCHMARK INFORMATION: FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT 7HE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539—Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. FLOOOPLAIN INFORMATION: THIS PROJECT PARTIALLY LIES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN THE 500—YEAR FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED JUNE 18, 2007. DESCRIPTION I BY I DATE N O. AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PRIVATE UTILITY LINES SHOWN Approved only for crossing underground ductlines, unless noted. Valid at time of review only. Approved for AT&T Texas/SBC underground conduit facilities only. Signature valid for one year. rPoint Energy/Gas Facilities service lines ore not shown.) RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY OVERALL SHEET LAYOUT 2 Klotz Project No 0� 27.012.001 Drown By AMJ checked By SB sale 1"=gp� Date AUGUST 2010 DWG No Sheet 6 Of 42 I i W z Z N m �� w a� - � _ =m z �_ _ � z a z m 5 U ¢ _ �a Q � a � a¢ O o a rn _� d o � z •., z N Z � fO _ �' a � � � m _ � - 00 � z F- 'z '_ - � a .-. a m U 0 '� � 0 LLI p¢ ��! � O � O Q � � � � ;. oLWLI�F- c�H_ N LL Cn (n _.. MATCH LINE STA 19+00.00 (FLEETWOOD BL Pairneat Put lut � — iri�dsla ieotla Tkree � ^('�fg� 1 11 r.r{� 9707 II II 1 s-- - ot 9 Lot 10 of 11 Lot 12 Lot 13 of 14 Lot 15 Lot 6 � Lot 19 Lat 18 Lot 1T Lot 16 lot 15 9951 L34 9 +—� � � L NWOOD DR s 19 Lot 20 Lot 21 at 22 Lot 23 lot 24 Lot 25 Lot 6 lot i Lot 2 of 3 Lot 4 Lot 5 6' Fairest Park R:°'w ,�, !i - - - - - E t� � � 1� ' 11 1�1 1 '�Fz=Ya � FZ'i�J ' E I+�il� 1 �i L� ( �� ���I� Lot 201 Lot 2/ I Lot 22 I Lot 2,� I Lot 24AI) Lot 25/ ) /! / Ltt i 0 6 1 Lot 5 !� 4 I IILot 3 1 Lot 2 1 Lat 1 —I I �� IiR;I] ily�l © EL �� rm�w. rw.� laet irtl�riela 17 i4btla Tyro Lot 11 N� Lot 12 I Lot 13 ' �'�� COLLINGSWOOD DR. 1 ,w�� Lot t 24 Fr:ll ri7 ��' � , �-fl•7 IF7 �T�i © © F$r�r�j 2 lot 3 Lot 4 Lot 5 Lot 1 I Lot 2 I Lot 3I lot P Part Olast iM/r1a1M ie/tla TkrN ---P.Irliwe Part 0 last irtlirlahr -® i�otlen T�� 1341 Lot 2 1 of 3 (Lot 4_ �'� �yT� ��a �: - � iIl�Ei ti)�l iE�l a � • _ - - .. � �'� i� U LI\ II UI\• 9925 19 Lot 25 Lot 2 Lot 2T �j�" "� Palrsat Puk lest irbilrlela_ ___ _ ——t3e0tla Twe—_---N-- N 9i 97ot �—� of e I Lot T I Lot 6 I Lot 3 I Lot 2 I� 1 lot 8� Lat i I� Lot 6 I Lot 5 I Lot 4 Lot 3 I lot 2' Lot 1 Fairest Park 1 last irriiriala ieetiea Tyre 19 %i Lot 31 I iot 3D I I I Lot 29 ( Lot 28 14 7( L/ M Z I Lot 3 I Lat 4 I Lot 5� Lot 6' Lot 7 22 Lot 21 I of 20 Lot 19 ILot 18 I LOt t7 I Lat /6 '� l::e iw:i•: ieetla Tr►o 91 PLAN VIEW Part 21 3 SPE 5705 � M �o R HIGHWAY Lot 7� Lot 8 I Lot 9 I Lot'10\' Lot 1I1 g b 10 � •SYCAMOREL4D NORT Lot 13 lot 12 Lot 11 Lot 10 Lot 9 5 9711 Pair�at Part iuiot� Pura E_ ------- � 9710 1 Lot 4 Lot 5 Lot 6 Lot 1 Lot 8 � SY AMORE D S U�TI- Lot 19 Lat 18 Lot Lot 16 Lot 15 9 5714 11 I Q E•.Ii�Ya � :Ljl E3�?�i J _® 14 iI. • 0 s iu�i� C.r3il C.�Y4 F'� � � 11 , _ L�� _ ` �r,�� ieetla Peer '® 4395 44 Lot �3 of 42 lot 41 5+m . L38 lot I I `Lot 2 I Lot 3 I� Lot 4 I V.ot 5 tlot 6 �� 15 13 Lot 22 ( Lot 21 I Lot 2 I Lot 19 ( Lot 18 I Lot .7 g Lot 1 I lot 2 I of 3 I Lot 4 ( lot 5 I Lat 6 37 9907 6 � Palrsat Part last � ® Palroat Park last Nt1�IrlaiM ieotla Par _ _ iWirlalar ieotlos Purr ------= _—_—.,M_ ---- � O-- Ealr�at but ast MATCH LINE STA 19+00.00 (FLEE7�111/00� BL la Ttree PLAN VIEW SURVEYOR'S CERTIFICATION PROJECT BENCHMARK: FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV.=20,84' (NAND 1988, 2001 ADJUSTMENT) �EGENDo �t�bd Naa�l� Lot 12 SUBDIVISION NAME, LOT AND BLOCK NUMBER O 9961 CONSTRUCTION BASELINE DATA NUMBER, SEE "CONSTRUCTION BASELINE DATA TABLE" FOR DESCRIPTION. SEE NOTE 4. /'� POINT NUMBER FOR FOUND LOT CORNER d/ MARKER SEE "lOT CORNER MARKER TABLE° FOR DESCRIPTION. SEE NOTE 4. 4• TEMPORARY BENCH MARK (TBM) NUMBER MARKER SEE "TEMPORARY BENCHMARKS" BOX FOR DESCRIPTION. SEE NOTE 4. 0 PROJECT BENCHMARK BASE LINE DATA NUMBER SEE "BASE LINE � DATA TABLE" FOR DESCRIPTION. SEE NOTE 4. � BASE LINE CURVE NUMBER DATA SEE "BASE LINE CURVE DATA TABLE" FOR DESCRIPTION. SEE NOTE 4. NOTESo 1. ALL STATIONS AND OFFSETS SHOWN ARE BASED ON THE CONSTRUCTION BASELINE STATION'S DATUM. 2. THE COORDINATES SHOWN HEREON ARE BASED UPON CI1Y OF LA FORTE, HARRIS COUNTY, TEXAS-MONUMENTATION SYSTEM. SCALE FACTOR = 1.000136 3. ALL DISTANCES SHOWN ARE SURFACE VALUES. 4. FOR "CONSTRUCTION BASELINE DATA TABLE", °LOT CORNER MARKER TABLE", "BASE LINE DATA TABLE", "TEMPORARY BENCHMARKS° BOX AND "BASE LINE CURVE DATA TABLE" SEE "SURVEY HORIZONTAL AND VERTICAL CONTROL SHEET, (SHT. 2 OF 3)". 5. FOR DETAILS OF SURVEY CONTROL TIE -DOWNS, SEE "SURVEY HORIZONTAL AND VERTICAL CONTROL SHEET, (SHT. 3 OF 3}". I. RAYMOND RAHAMAN, HEREBY CERTIFY THAT THIS SURVEY CONTROL MAP CORRECTLY REPRESENTS THE FACTS FOUND AS A RESULT OF AN ACTUAL SURVEY CONDUCTED UNDER MY SUPERVISION DURING JULY 28. 2009 THROUGH JULY 29, 2009. �1e.-�L+'s� A •I�hYI�SVOA. .»i.... RAYMOND A. RAHAMAN R.P.L.S. NO 435A ...p.... ..„�;,, WESTERN GROUP CONSULTANTS : 9; as5t„' P. 11111 KATY FREEWAY, SU[TE 520 �.R88®1q4'•` HOUSTON. TEXAS 77079 ��@ ��.'.` 9 T�/� 100 50 0 100 200 GRAPHIC SCALE IN FEET SCALE: 1' =100' ■ �� � g CD Z a N_ p� W � w '��' oZ��LL vF�O �� o��= N LL [A (n a w Z w �� a � a w _� �_ z� • a 0 m �� a � =m _ z d a w w a m � N w U - �o - 0 0 o. �� a LOT CORNER MARKER TABLE PT NO MARKER TYPE FOUND STATION -OFFSET (BASELINE) FLEETWOOD DR. 320 1/2" IRON ROD 1+45.73, 29.91'RT (FLEETWOOD) 338 1/2" IRON ROD 0+74.60, 23.92'RT (FLEETWOOD) 341 5/8" IRON ROD 1+43.91, 29.96'LT (FLEETWOOD} 631 5/8" IRON ROD 3+19.91, 30.10'LT (FLEETWOOD) 686 5/8" IRON ROD 4+24.20, 30.01'RT (FLEETWOOD) 705 1/2" IRON ROD 3+30.99, 29.65'RT (FLEETWOOD) 1043 5/8" IRON ROD 6+13.11, 29.82'RT (FLEETWOOD) 1067 5/8" IRON ROD 7+19.74, 29.18'RT (FLEETWOOD) 1100 5/8" IRON RDD 6+89.28, 29.87'LT (FLEEIWOOD) 1138 5/8" IRON ROD 5+87.96, 29.46'LT (FLEETW000) 1467 3/8" IRON ROD 8+75.53, 30.27'LT (FLEETWOOD) 1521 1/2" IRON ROD 10+16.12, 29.65'RT (FLEETWOOD) 2074 1 /2" IRON ROD 12+68.18, 30.05'LT (FLEETWOOD) 2450 1/2" IRON ROD 13+93.74, 29.46'RT (FLEETW000) 2476 i/2" IRON ROD 14+63.70, 3D.13'LT (FLEETWOOD) 2540 1/2" IRON ROD 15+82.30, 29.59'RT (FLEETWOOD) 2571 1/2" IRON ROD 15+59.78, 30.05'LT (FLEETWOOD) 2992 5/8" IRON ROD 16+68.42, 29.62'RT (FLEETVlOOD} 3037 1/2" IRON ROD 17+47.26, 30.17'LT (FLEETWOOD) 3070 1 2" IRON ROD 17+60.61, 30.47'RT (FLEETWOOD) 3144 1 2" IRON ROD 18+40.09, 26.94'LT (FLEETWOOD) 3568 1 2" IRON ROD 20+25.26, 30.01'lT (FLEETWOOD) 3650 3 8" IRON ROD 22+05.27, 29.47'RT (FLEETW000) 4064 3 8" IRON ROD 22+95.26, 29.9TLT (FLEETWOOD) 4D91 3 8" IRON ROD 22+95.32, 29.78'RT (FLEETWOOD) 4115 1/2" IRON ROD 23+85.01, 29.60'RT (FLEETWOOD) 4144 1/2" IRON ROD 23+85.23, 30.D8'LT (FLEETWOOD) 4542 3/8" IRON ROD 25+65.52, 30.41'LT (FLEETWOOD) 4586 3/8" IRON ROD 25+65.69, 29.68'RT (FLEETWOOD) 4596 3/8" IRON ROD 26+55.51, 29.55'RT (FLEETWOOD) 5097 1/2" IRON ROD 29+68.14, 29.40'RT (FLEETWOOD) 5116 1/2" IRON ROD 29+68.06, 30.37'LT (FLEETWOOD) 5484 'X'CUT IN CONC 30+15.52, 0,65'LT (FLEETWOOD) 5500 1/2" IRON ROD 30+15.60, 36.56'LT (FLEETWOOD) 5572 1 2" IRON ROD 30+15.40, 35.94'RT (fLEETW00D) MESQUITE DR. 155 i 2" IRON R00 3+02.43, 24.67'RT (MESQUITE) 175 1 2" IRON ROD Z+54.49, 24.90'LT (MESQUITE) 264 1 2". IRON R00 • 4+82.84, 25.01'RT (MESQUITE) 310 1 2" IRON ROD 5+80.62, 24.78'LT (MESQUITE) 338 j 2" IRON ROD 5+53.99, 25.23'RT (MESQUITE) 385 1 2" IRON ROD 6+29.85, 24.75'LT (MESQUITE) 422 1 2" IRON ROD 6+84.85, 25.01'RT (MESQUITE) BIRCH DR. 711 1/2" IRON ROD 3+75.27 _,24.34'RT (BIRCH) 862 1/2" IRON ROD 2+01.71 ,24.56'RT (BIRCH} 893 1/2" IRON ROD 2+41.16, 25.18'LT (BIRCH) 895 3 8" IRON ROD 3+87.90, 25.33'LT (BIRCH) 909 i 2" IRON ROD 4+47.84, 25.60'LT (BIRCH) 943 1 2" IRON ROD 4+78.87 ,24.49'RT (BIRCH) COLLINGSWOOD DR. 3+93.44, 29.83'LT (COLLINGSWOOD) 1099 'X'CUT IN CONC 1+04.18, 29.84'RT (COLLINGSWOOD) 1210 3/8" IRON ROD 2+81.77, 29.13'LT (COLLINGSWOOD) 1286 5/8" IRON ROD 5+78.13, 29.82'LT (COLLINGSWOOD) 1341 5/8" IRON ROD MUIBERRY.DR. 1549 1/2" IRON ROD 4+45.15, 24.64'LT (MULBERRY) 1636 5/8" IRON ROD 0+98.88, 24.84'RT (MULBERRY) 1648 5/8" IRON ROD 0+86.41, 25.16'LT (MULBERRY) 1730 1/2" IRON ROD 2+78.96, 25.04'RT (MULBERRY) 1764 3/8" IRON ROD 2+66.91, 24.86'LT (MULBERRY) 1823 1/Z" IRON R00 4+06.87, 24.75'RT (MULBERRY) 1847 1/2" IRON R00 5t58.42, 24.83'RT (MULBERRY) 1866 1%2" IRON ROD 5+54.70, 24.92'LT (MULBERRY) f$80 - 1/2" IRON ROD 6+22.27, 24.92'LT {MULBERRY) 1892 1/2" IRON ROD 6+82.36, 24.68'LT (MULBERRY) 1899 1/2" IRON ROD 6+78.25, 24.85'RT (MULBERRY) IDLEWOOD DR. . 1990. 1/2" .IRON ROD 4+56.34, 24.84'RT (IDLEWOOD) 2005 3/8" IRON ROD 5+65.37, 24.84'RT (IDLEWOOD) 2215 1/2".IRbN ROD 2+72.49, 24.83'LT (IDLEWOOD) 2239 1/2" IRON ROD 3+92,76, 25.04'LT (IDLEWOOD) 2250 .. 1/2" IRON ROD 3+23.56, 24.76'RT (IDLEWOOD) 2271 1/2" IRON ROD W/CAP 3+83.47, 24.82'RT (IDLEWOOD) 2299 1/2" IRON ROD 4+52.80, 25.09'LT (IDLEWOOD) 2315 3/8" IRON ROD 6+10.60, 24.76'RT (IDLEWOOD) 2386 1/2" IRON ROD 7+82.71, 24.73'LT (IDLEWOOD) 2415 3/8" IRON ROD 7+30.49, 24.91'RT (IDLEWOOD) LOT CORNER MARKER TABLE PT NO MARKER TYPE FOUND STATION -OFFSET (BASELINE) DOGWOOD DR. 2477 i/2" IRON ROD 5+15.28, 25.12'RT (DOGWOOD) 2516 1/2" IRON ROD 6+26.D0, 24.66'RT (DOGWOOD) 2572 i/2" IRON ROD 5+39.93, 24.67'LT (DOGWOOD). 2602 1/2" IRON ROD 0+90.69, 25.00'RT (DOGWOOD) 2644 3/8" IRON ROD 1+29.47, 24.92'LT (DOGWOOD) 2677 1/2" IRON ROD 2+10.69, 24,66'RT (DOGWOOD) 2735 3/8" IRON ROD 3+09.47, 24.92'LT (DOGWOOD) 2788 1/2" IRON ROD 4+50.36, 24,25'RT (DOGWOOD} 2804 3/8" IRON ROD 4+29.81, 24.94'LT (DOGWOOD) 2848 5/8" IRON ROD 6+76.13, 24.91'RT (DOGWOOD) 2879 1/2" IRON ROD 7+65.90, 24.65'LT (DOGWOOD) 2898 1/2" IRON ROD 8+25.77, 24.47'LT (DOGWOOD). 2956 i/2" IRON ROD 9+16.15, 25.32'RT (DOGWOOD) LINWOOD DR. 3050 1/2" IRON ROD 5+43.46, 24.89'RT (LINWOOD) 3143 t/2" IRON ROD 5+54.06, 24.89'lT (LINW000) 3167 1/2" IRON ROD 0+66.67, 25.29'RT (LINWOOD) 3179 i/2" IRON ROD 0+88.78, 25.08'LT (LINWOOD) 3251 1/2" IRON ROD 2+46.57, 25.10'RT (LINWOOD) 3276 1/2" IRON ROD 2+08.86, 24.48'LT (LINWOOD) 3311 i/2" IRON ROD 3+88.93, 24.70'LT (lINW00D) 3345 1/2" IRON ROD W/CAP 4+26.82, 24.86'RT (LINWOOD) 3424 1/2" IRON ROD 6+89.77, 24.81'RT (LINWOOD) 3437 1/2" IRON ROD 7+49.35, 24:69'RT (LINWOOD) 3537 1/2" IRON ROD 8+69.41, 24.61'RT (LINWOOD) SPRUCE DR. SOUTH 3569 1/2" IRON ROD 3+50.01, 25.00'RT (SPRUCE S) 3672 1/2" IRON ROD 3+49.97, 24.82'LT (SPRUCE S) 372g 1/2" IRON ROD 1+82.72, 25.19'RT (SPRUCE S) 3750 1/2" IRON ROD 1+21.91, 24.57'LT (SPRUCE S) 3787 1/2" IRON ROD 2+42.61, 25.14'RT (SPRUCE S) 3816 i/2" IRON ROD 2+41.88, 24.76'LT (SPRUCE S) 3876 1/2" IRON ROD 4+94.97, 24.70'RT (SPRUCE S) 3923 1 /2" IRON ROD 5+55.01, 24.82'RT (SPRUCE S) 3943 3/8" IRON ROD 5+55.00, 24.98'LT (SPRUCE S) 3961 3/8" IRON R00 6+14.99, 25.13'LT (SPRUCE S) 3975 1/2" IRON ROD 6+75.22, 25.12'LT (SPRUCE S) 3995 3/8" IRON ROD 6+75.07, 24.81'RT (SPRUCE S) SPRUCE DR. NORTH 4125 3/8" IRON ROD. 4+5D.02, 24.91'lT (SPRUCE N) 4150 3/8" IRON ROD 3+49.79, 24.99'LT (SPRUCE N) 4189 3/8" IRON ROD 1+06.78, 24.91'RT (SPRUCE N) 422g 5/8" IRON ROD 1+24.95, ,24.97'LT (SPRUCE N) 4252 1/2" IRON ROD 2+45.08, 25.13'LT (SPRUCE N) 4261 3/8" IRON ROD 1+66.66, 24.79'RT (SPRUCE N) 4292 1/2" IRON ROD 2+86.16, 25.00'RT (SPRUCE N) 4352 i/2" IRON ROD 4+94.88, 24.90'RT (SPRUCE N) 4395 3/8" IRON ROD 5+54.86, 25.08'LT (SPRUCE N) 4442 3/8" IRON ROD 6+14.98, 24.55'RT (SPRUCE N) 4455 1/2" IRON ROD 6+74.95, 24.79'RT (SPRUCE N) 4475 3/8" IRON ROD 6+74.93, 25.26'LT (SPRUCE N) SYCAMORE DR. SOUTH 4567 3/8" IRON ROD 3+99.62, 24.91'RT (SYCAMORE S) 4611 3/8" IRON ROD 3+99.64, 24.92'LT (SYCAMORE S) 4648 3/8" IRON ROD 2+99.59, 24.91'LT (SYCAMORE S) 4725 3/8" IRON ROD 0+70,79, 24.68'LT (SYCAMORE S) 4765 3/8" IRON ROD 1+94.62, 25.16'RT (SYCAMORE S) 4778 3/8" IRON ROD 2+54.69, 25.01'RT (SYCAMORE S) 4805 3/8" IRON ROD 1+90.62, 24.82'LT (SYCAMORE S) 4853 1/2" IRON ROD 4+44.52, 25.09'RT (SYCAMORE S) 4892 3/8" IRON ROD 4+44.66, 25.17'LT (SYCAMORE S) 5008 3/8" IRON ROD 6+24.67, 25.13'LT (SYCAMORE S) SYCAMORE DR. NORTH 5082 1/2" IRON ROD 3+99.45, 25.26'LT (SYCAMORE N) 5124 1/2" IRON ROD 2+99.35, 25.09'LT (SYCAMORE N) 5156 i/2" IRON ROD 0+54.34, 25.01'RT (SYCAMORE N) 5163 1/2" IRON ROD 0+69.76, 24.79'LT (SYCAMORE N) 5298 1/2" IRON ROD 2+49.52, 25.12'LT (SYCAMORE N) 5457 5/8" IRON ROD 5+04.52, 25.35'LT (SYCAMORE N) 5483 1/2" IRON ROD 6+24.41, 25.49'LT (SYCAMORE N) CONSTRUCTION BASELINE DATA TABLE PT NO TYPE NORTHING FASTING MARKER TYPE SET STATION -OFFSET (BASELINE) FLEETWOOD DR. 9901 BOP 13808742.88 3218433.97 NONE 0+75.00, 0.00'LT(FLEETWOOD) 9902 PC 13808757.40 3218433.14 NONE 0+89.54, 0.00'LT(FLEETWOOD) 9701 PI 13808767.79 3218432.57 'X' IN CONCRETE 0+99.95, 0.00'LT(FLEETW000) 9702 PI 13809037.69 3218436.70 'X' IN CONCRETE 3+7D.09, 0.00'LT(FLEETWOOD) 9703 PI 13809315.88 3218479.67 'X' IN CONCRETE 6+51.81, 0:00'lT(FLEETWOOD) 9904 PT 13809576.46 3218557.94 NONE 9+24.11, 0.00'LT(FLEETWOOD) 9704 PI 13809596.28 3218565.39 'X' IN CONCRETE 9+45.27, 0.00'LT(FLEETWOOD) 9905 PC 13809838.69 3218656.59 NONE 12+04.28, 0.00'LT(FLEETWOOD) 9705 PI 13809871.97 3218668.78 'X" IN CONCRETE 12+39.71, 0.00'LT(FLEETWOOD) 9706 PI 13810146.63 3218745.03 'X' IN CONCRETE 15+25.01, 0.00'LT(FLEETWOOD) 9707 PI 13810418.56 3218780.82 'X' IN CONCRETE 17+99.50, 0.00'LT(FLEETWOOD) 9g07 PT 13810647.02 3218781.98 NONE 20+28.08, 0.00'LT(FLEETWOOD) g7pg PI 13810689.17 3218779.78 'X" IN CONCRETE 20+70,29, 0.00'LT(FLEETWOOD) g7pg PI 13810958.62 3218765.74 'X' IN CONCRETE 23+40.10, 0.00'LT(FlEE1W00D) 9710 PI 13811228.71 3218751.67 'X' IN CONCRETE 26+10.56, 0.00'LT(FLEETWOOD) 9711 PI 13811498.04 3218737.64 'X' IN CONCRETE 28+80.25, 0.00'LT(FLEETWOOD) 9908 EOP 13811917.22 3218715.79 'X' IN CONCRETE 33+00.00, 0.00'LT(FLEETWOOD) 12 TRV 13811979.86 3218709.73 5/8" IRON ROD 33+62.87, 2.79'LT(FLEETWOOD) MESQUITE DR. 9920 BOP 13808740.07 3217903.33 NONE 0+00.00, 0.00'LT(MESOUITE) 17 TRV 13808745.30 3218003.19 MAG NAIL 1+00.00, 0.00'LT(MESOUITE) 9701 PI 13808767.79 3218432.57 'X' IN CONCRETE 5+29.96, 0,00'LT(MESOUITE) 16 TRV 13808790.28 3218862.07 MAG NAIL 9+60.05, 0.00'LT(MESOUITE) 9921 EOP 13808792.37 3218901.96 NONE 10+00.00, D.QO'LT(MESOUITE) BIRCH DR. 9925 BOP 13809020.45 3218106.59 NONE 0+00.00, 0.00'LT(BIRCH) 19 TRV 1380902.5.67 3218206.46 MAG NAIL 1+00.00, 0.00'LT(BIRCH) g7p2 PI 13809037.69 3218436.70 'X' IN CONCRETE 3+30.56, 0.00'lT(BIRCH) 18 TRV 13809D52.27 3218715.78 MAG NAIL 6+10.02, 0.00'LT(BIRCH) 9926 EOP 13809054.35 3218755.71 NONE 6+50.00, 0.00'LT(BIRCH) COLLINGSWOOD DR. 9930 BOP 13809293.06 3218049.16 NONE 0+00.00, 0.00'LT(COLLINGSWOOD) 20 TRV 13809298.36 3218149.02 NONE 1+00.00, 0.00'LT(COLIINGSW00D) 9703 PI 13809315.88 3218479.67 'X' IN CONCRETE 4+31.12, 0.00'LT(COLLINGSWOOD) 21 TRV 13809330.64 3218758.05 NONE 7+09.88, 0.00'LT(COLLINGSWOOD) 9931 EOP 13809332.76 3218798.11 NONE 7+50.00, 0.00'LT(COLLINGSWOOD) MULBERRY DR. 9935 BOP 13809570.85 3218085.29 NONE 0+00.00, 0.00'LT(MULBERRY) 22 TRV 13809576.14 3218185.15 MAG NAIL 1+00.00, 0.00'LT(MULBERRY) 9704 PI 13809596.28 3218565.39 'X' IN CONCRETE 4+80.77, 0.00'LT(MULBERRY) 23 TRV 13809611.05 3218844.30 MAG NAIL 7+60.07, 0.00'LT(MULBERRY) 9936 EOP 13809613.16 3218884.17 NONE 8+OO.OD, 0.00'LT(MULBERRY) IDLEW000 OR. 9940 BOP 13809843.79 3218138.97 NONE 0+00.00, 0,00'LT(IDLEWOOD) 24 TRV 13809849.10 3218238.83 MAG NAIL 1+00.00, 0,00'lT(IDLEWOOD) 9705 PI 13809871.97 3218668.78 'X' IN CONCRETE 5+30.56, 0.00'LT(IDLEWOOD) 2g TRV 13809885.49 3218922.89 MAG NAIL 7+85.03, 0.00'LT(IDLEWOOD) 9941 EOP 13809888.94 3218987.77 NONE 8+50.00, 0.00'LT(IDlEW00D) DOGWOOD DR. 9945 BOP 13810115.62 3218165.52 NONE 0+00.00, 0.00'LT(DOGWOOD) 26 TRV 13810120.96 3218265.37 NONE 1+00.00, 0.00'LT(DOGWOOD) 9706 PI 13810146.63 3218745.03 'X' IN CONCRETE 5+80.34, 0.00'LT(DOGWOOD) 27 TRV 13810164.25 3219074.26 NONE 9+10.05, 0.00'LT(DOGWOOD) g94g EOP 13810166.39 3219114.16 NONE 9+50.00, 0.00'LT(DOGWOOD) LINWOOD DR. 9950 BOP 13810387.42 3218181.99 NONE 0+00.00, 0.00'LT(LINWOOD) 9707 PI 13810418.56 3218780.82 'X' IN CONCRETE 5+99.63, 0.00'LT(LINWOOD) 9951 EOP 13810436.76 3219130.71 NONE 9+50.00, 0.00'LT(liNW00D) SPRUCE DR. SOUTH 9955 BOP 13810668.39 3218380.33 NONE 0+00.00, 0.00'LT(SPRUCE S) g7pg PI 13810689.17 3218779.78 'X' IN CONCRETE 4+00.00, 0.00'LT(SPRUCE S) 9956 EOP 13810707.35 3219129.32 NONE 7+50.00, 0.00'LT(SPRUCE S) SPRUCE DR. NORTH 9960 BOP 13810937.85 3218366.28 NONE 0+00.00, 0.00'LT(SPRUCE N) 9709 PI 13810958.62 3218765.74 'X' IN CONCRETE 4+00.00, 0.00'LT(SPRUCE N) 9961 EOP 13810976.79 3219115.27 NONE 7+50.00, 0.00'LT(SPRUCE N) SYCAMORE DR. SOUTH 9965 BOP 13811210.54 3218402.14 NONE 0+00.00, 0.00'LT(SYCAMORE S) 9710 PI 13811228.71 3218751.67 'X' IN CONCRETE 3+50.00, 0.00'lT(SYCAMORE S) 9966 EOP 13811244.28 3219051.26 NONE 6+50.00, 0.00'LT(SYCAMORE S) SYCAMORE DR. NORTH 9970 BOP 13811479.87 3218388.11 NONE 0+00.00, 0.00'LT(SYCAMORE N) 9711 PI 13811498.04 3218737.63 'X' IN CONCRETE 3+50.00, 0.00'LT(SYCAMORE N) 9971 EOP 13811513.61 3219037.24 NONE 6+50.01, 0.00'LT(SYCAMORE N) PIPELINE 'A' 998p BOP 13808448.79 3217236.05 NONE 0+00.00, 0.00'LT(BASELINE 'A') 998t EOP 13809529.26 3217530.98 NONE 11+20.00, 0.00'LT(BASEIiNE 'A') BASE LINE LINE DATA TABLE LINE NO. BEARING DISTANCE FLEETWOOD DR. L01 NO3'17'28"W 14.54' L02 N20'37'03"E 21.17' L03 N20'37'D3"E 259.00' L04 NOZ'58'58"W 42.20' L05 NO2'58'58"W 269.82' LO6 NO2'58'58"W 270.46' L07 NO2'S8'S8"W 269.69' L08 NO2'S8'S8"W 419.75' MESQUITE DR. L09 N8T00'08"E 100.00' L10 N8T00'07"E 429.96' 111 N8T00'07"E 430.09' L12 N8T00'08"E 39.95' BIRCH DR. L13 N8T00'38"E 100.00' L14 N8T00'38"E 230.56' L15 N8T00'38"E 279.46' L16 N8T00'38"E 39.98' COLLINGSWOOD DR. L17 N86'57'58"E 100.00' L18 N86'57'57"E 331.12' L19 N86'57'S7"E 278.77' L20 N86'57'S7"E 40.12' MULBERRY DR. L21 N86'58'07"E 100.00' L22 N86'58'07"E 380.77' L23 N86'58'07"E 279.30' L24 N86'58'06"E 39.93' IDLEWOOD DR. L25 N86'57'18"E 100.00' L26 N86'57'18"E 430.56' L27 N86'S7'18"E 254.47' L28 N86'S7'18"E 64.97' DOGWOOD DR. L29 N86'56'11"E 100.00' L30 N86'56'11"E 480.34' L31 N86'S6'11"E 329.71' L32 N86'56'11"E 39.95' LINWOOD DR. L33 N8T01'22°E 599.63' L34 NSTOi'22"E 350.37' SPRUCE DR. SOUTH L35 N8T01'20"E 400.00' L36 N8T01'20"E 350.00' SPRUCE DR. NORTH L37 N8T01'26"E 400.00' L38 N8T01'26"E_ 350.00' SYCAMORE DR. SOUTH L39 N8T01'28"E 350.00' L40 N8T01'28"E 300.00' SYCAMORE DR. NORTH L41 NSTOi'29"E 350.OD' L42 N8T01'29"E 300.00' PIPELINE 'A' L43 N15'16'05"E 1200.00' PROJECT BENCHMARK: fL00DPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV.=20.84' (NAND i988, 2001 ADJUSTMENT} NOTESo i. ALL STATIONS AND OFFSETS SHOWN ARE BASED ON THE CONSTRUCTION BASELINE STATION'S DATUM. 2. THE COORDINATES SHOWN HEREON ARE BASED UPON CITY OF LA PORTE. HARRIS COUNTY, TEXAS MONUMENTATION SYSTEM. SCALE FACTOR = 1.000136 3. ALL DISTANCES SHOWN ARE SURFACE VALUES. 4. FOR LOCATIONS OF ALL SYMBOL USED IN DATA TABLES. SEE "SURVEY HORIZONTAL AND VERTICAL CONTROL SHEET. (SHT. 1 OF 3)". 5. FOR DETAILS OF SURVEY CONTROL TIE -DOWNS. SEE "SURVEY HORIZONTAL AND VERTICAL CONTROL SHEET. (SHT. 3 OF 3>". BASE LINE -CURVE DATA TABLE CURVE ND. DELTA ANGLE RADIUS ARC LENGTH TANGENT CHORD BEARING DISTANCE FLEETWOOD DR. COt 00'17'S3" 2000.00' 10.41' S.20' NO3'OS'32'1N 10.41' CO2 OT44'20" 2000.00' 270.14' 135.28' N00'S2'36"E 269.94' CO3 15'S2'17" 2000.00' 554.01' 78.79' N12'40'S4"E 552.24' C04 01'00'S5" 2000.00' 35.44' 17.72' N20'06'36"E 35.44' C05 08'10'23" 2000.00' 285.29' 142.89' N15'30'56"E 285.05' CO6 OT51'49" 2000.00' 274.49' 137.46' NOT29'50"E 274.27' C07 O6'32'S4" 2000.00' 228.58' 114.42' NOD'17'29"E 228.46' TEMPORARY BENCHMARKS TBM-1 THE SOUTH BOLT ON FIRE HYDRANT AT THE SOUTH SIDE OF MESQUITE DR. BETWEEN HOUSE ADDRESSES OF 10848 AND 10846. TOPO PT. NO. 241, STA 4+21.21, 16.28' RT. (MESQUITE BASE LINE). ELEV. = 20.60' TBM-Z THE SOUTH BOLT ON FIRE FIYDRANT AT THE NORTHWEST CORNER OF FLEETWOOD DR. AND BIRCH DR.. TOPO PT. N0. 658, STA 2+82.19, 16.83' LT. (BIRCH BASE LINE}. ELEV. = 20.95' TBM-3 60d NAIL ON POWER POLE AT WEST SIDE OF FIEETW00D DR. BETWEEN IDLEWOOD DR. AND COLLINGSWOOD DR. TOPO PT. N0. 1436, STA 7+87.15, 28.45' LT. (FLEETWOOD BASE LINE). ELEV. = 21.08' TBM-4 THE SOUTH BOLT ON FIRE HYDRANT AT THE NORTH SIDE OF IDLEWOOD DR IN FRONT OF ADDRESS 10903. TOPO PT. N0. 2362, STA 7+01.42, 17.36' LT. (IDLEW000 BASE LINE). ELEV. = 20.96' TBM-5 THE SOUTH BOLT ON FIRE HYDRANT AT THE SOUTH SIDE OF DOGWOOD DR BETWEEN HOUSE ADDRESSES 10904 AND 10902. TOPO PT. N0. 2851, STA 7+32.71, 19.39' RT. (DOGWOOD BASE LINE). ELEV. = 21.54' TBM-6 THE SOUTH BOLT ON FIRE HYDRANT AT THE NORTH EAST CORNER OF FLEETWOOD DR. AND LINWOOD DR. TOPO PT. N0. 3100, STA 6+49.47, 17.02' LT. (LINWOOD BASE LINE). ELEV. = 21.56' TBM-7 THE SOUTH BOLT BETWEEN LETTERS "DRY TOP" & "FIREMAN" ON FIRE HYDRANT AT THE NORTH EAST CORNER OF FLEETWOOD DR. AND SPRUCE DR. SOUTH. TOPO PT. N0. 3603, STA 4+50.02, 17.25' RT. (SPRUCE S BASE LINE). ELEV. = 21.61' TBM-8 THE SOUTH BOLT BETWEEN LETTERS "DRY TOP" & "FIREMAN" ON FIRE HYDRANT AT THE NORTH SIDE OF SPRUCE DR. NORTH BETWEEN HOUSE ADDRESSES 10845 & 10847, TOPO PT. N0. 4251, STA 2+45.15, 15.85' LT. (SPRUCE N BASE LINE), ELEV. = 21.37' TBM-9 THE SOUTH BOLT BETWEEN LETTERS "MUE" & "LEER" ON FlRE HYDRANT AT THE SOUTH EAST CORNER OF FLEETWOOD DR. &SYCAMORE DR. SOUTH. TOPO PT. N0. 4570, STA 4+00.10, 17.64' RT. (SYCAMORE S BASE LINE). ELEV. = 22.69' TBM-10 THE SOUTH BOLT BETWEEN LETTERS "MUE" & "LEER" ON FIRE HYDRANT AT THE NORTH EAST CORNER OF FLEETWOOD DR. &SYCAMORE DR. NORTH. TOPO PT. N0. 5084, STA 3+99.16, 17.26' LT. (SYCAMORE N BASE LINE}. ELEV. = 22.83' TBM-11 THE RAILROAD SPIKE ON POWER POLE AT THE SOUTH EAST CORNER OF FLEETWOOD DR. &SPENCER RD. TOPO PT. N0. 5588, STA 32+69,00, 47.56' RT. (FLEETWOOD BASE LINE). ELEV. = 22.23' SURVEYOR'S CERTIFICATION I+ RAYMOND RAHAMAN, HEREBY CERTIFY THAT THIS SURVEY CONTROL MAP CORRECTLY REPRESENTS THE FACTS FOUND AS A RESULT OF AN ACTUAL SURVEY CONDUCTED UNDER MY SUPERVISION DURING NOVEMBER O6, 2009 THROUGH NOVEMBER 20. 2009. �:._ RAYMOND A. RAHAMAN R.P.L.S. NO 4354 WESTERN CROUP CONSULTANTS 11111 KATY FREEWAY. SUITE 520 HOUSTON. TEXAS 77079 P ssff' ��s r 1 C`�' N' R79YM0"AU A. R ,. i �.. ,.}iti1 . !� DATE: JOB N0. SURVEYED 8Y: W.G.0 FB NO,: DESIGNED BY: ORAWN BY: CITY OF LA PORTE DEPARTMENT OF PUBLIC WORKS AND ENGINEERING FAIRMONT PARK EAST STORM SEWER PROJECT SURVEY HORIZONTAL AND VERTICAL CONTROL SHEET (SHT 2 OF 3) FILE #: WBS # DRAWING SCALE: CITY OF LA PORTE PM SHEET N0. 8 OF 42 t �� � z m g" w o � =i z z z � a a o z a m � ¢ - aoo a � ¢� a ❑ LL a NZ LL O d m o� OW oW� 'd' o u� u,. ���0 pWOt— N L7- Cn Cn E _Z N N W � - a0 w = = 0 Z _ Z • a m �Q U o - o¢ a 0 �¢ a O TRAVERSE PT. N0.9701 ° �, ���� .� -u � o 0 7 .r o W, � W street light m � Y p tL .� . ��\ try 9701 �___6� ' s m swr manhole dES�UITE DR. � ��?.n sw� BASELINE CONTROL TIE -DOWNS FLEETWOOD STA 0+99.95 - SET X IN CONC SCALE: 1" = 40' 0 � N. O O � � W� � a �� ®, �- rest o 44,4, light _ try � 9709 . a �� �•�� CE NORTH DR. stm swr monhole _...BASELINE CONTROL TIE -DOWNS FLEETWOOD STA 23+40.10 - SET X IN CONC SCALE: 1" = 40' TRAVERSE PT. N0.9702 BASELINE CONTROL TIE -DOWNS FLEETWOOD STA 3+70.09 - SET X IN CONC SCALE: 1° = 40' lTRAVERSE PT. N0.9703 1 COLLINGS�OOD D - 1 �h. street light v �.',-stm swr monhole BASELINE CONTROL TIE -DOWNS FLEETWOOD STA 6+51.81 - SET X IN CONC SCALE: 1" = 40' TRAVERSE PT. N0.9707 —stm swr � BASELINE CONTROL TIE•DOWNS FLEETWOOD STA 17+99.50 - SET X IN CONC SCALE: i° = 40' - - � . • e�� ;: J, � , . �•+�� ■ us s� �� �� � _ � � —,'�� .- I �ry� _� � -• 11 •.� :� .r TRAVERSE PT. N0.9708 �'�� � I!r, _ z , ►L'' '� �;��. > � f�, �: 'r 1• 1 .,.� . BASELINE CONTROL TIE -DOWNS FLEETWOOD STA 20+70.Z9 - SET X IN CONC SCALE: I° = 40' TRAVERSE PT. N0.9908 � poleer to SPENCER HIGHWAY c�T �� tN # 990E e�'� • ... ¢6�, SBC monhole � � h^ ok �� .o treet w light w J U.. 0 BASELINE CONTROL TIE -DOWNS FLEETWOOD STA 33+00.00 - SET X IN CONC SCALE: 1° = 40' SURVEYOR'S CERTIFICATION [. RAYMOND RAHAMAN, HEREBY CERTIFY THAT THIS SURVEY CONTROL MAP CORRECTLY REPRESENTS THE FACTS FOUND AS A RESULT OF AN ACTUAL SURVEY CONDUCTED UNDER MY SUPERVISION DURING NOVEF�ER O6. 2009 THROUGH NOVEMBER 20. 2009. PROJECT BENCHMARK: FLDODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IiJ THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV.=20.84' (NAND 1986, 2001 ADJUSTMENT) NOTESo 1. ALL STATIONS AND OFFSETS SHOWN ARE BASED ON THE CONSTRUCTION BASELINE STATION'S DATUM. 2. THE COORDINATES SHOWN HEREON ARE BASED UPON CITY OF LA PORTE, HARRIS COUNTY, TEXAS MONUMENTATION SYSTEM. SCALE FACTOR = 1.000136 3. ALL DISTANCES SHOWN ARE SURFACE VALUES. 4. FOR LOCATIONS OF ALL SYMBOL USED IN DATA TABLES, SEE "SURVEY HORIZONTAL AND VERTICAL COMROL SHEET, (SHT. 1 OF 3)". 5. FOR "CONSTRUCTION BASELINE DATA TABLE", "LOT CORNER MARKER TABLE", "BASE LINE DATA TABLE", "TEMPORARY BENCHMARK° BOX AND "BASE LINE CURVE DATA TABLE" SEE "SURVEY HORIZONTAL AND VERTICAL CONTROL SHEET, (SHT 2 OF 3). ���R YMOND A. RAHAMAN R.P.L.S. NO 4354 WESTERN GROUP CONSULTANTS 11111 KATY FREEWAY, SUITE 520 HOUSTON. TEXAS 77079 ro 8 u, z N N � W = =m �_ - z z a m = U 2 - � o _ o� a 0 a 0 a � B w z z N �- � � �_ � � p o a� =m � z _ ill � � a cn �'O :�� _ 0 �� 0 � U G V �i Op o d pW�, iaa¢ � � fn LL a O J O i ����_ �� oWal— N LL � (n ': NOTES: TYPICAL LIMITS OF CONSTRUCTION 1) SOD DISTURBED AREA. REFER TO SEE CATCH LINE INDICATED ON PLAN PLANS FOR LIMITS. SOD REPLACEMENT 60' OUTSIDE INDICATED LIMIT IS INCIDENTAL TO OTHER BID ITEMS. 6' 4' ( 6' 6" 27' (MATCH EXISTING) g" 6' � 4' 6' 2) EXISTING SIDEWALK TO REMAIN EXCEPT SOD SOD I AS SHOWN ON PLAN. 31 VARIES CONSTRUCTION JOINT SEAL VARIES �I DEFORMED DEFORMED (0 3) STABILIZED SUBGRADE TO BE MIXED 4.1 MAX METAL STRIP METAL STRIP 4:1 MAX � WITH 8% HYDRATED LIME BY DRY SOIL ' .. 1/4"/Ff TYP 1/4"/FT TYP �— '. • ` °' ., WEIGHT, PLACED AT 8" LOOSE LIFTS AND 3 8 FT MAX 3/8—/Fi. MAX 6„ (1.YP COMPACTED TO A MINIMUM OF 95% OF 'a._� °• _sB.,_ � ill._. .°� ° � ' �°��°.� • � ° ' a ' .' , a) ASMOISTURE CONTEINT FROM OPTIMUM TO I � ,a ; ° .a • ° ' :a ' ° a ' ° . ' ° • ° 'zr�" •.a,t"'a"'�'__� 6" 3% ABOVE OPTIMUM. / / 2, 8" (MIN) � L CONSTRUCTION JOINT OR �• LONGITUDINAL g" 1/2" STABILIZED DEFORMED METAL STRIP 2, #4 BAR CONTINUOUS SMOOTH MORTAR FINISH (EXCEPT SUBGRADE STEEL, N0, 4; 24" O.0 (MINIMUM 22" LAP) (SEE NOTE 3) TRANSVERSE � WHEN POURED BY MACHINE) STEEL � SEE TYPICAL CONC. PAVING FLEETWOOD TYPICAL SECTION `V � SIZE IAND SPAICIN OR BAR a NTS `O o T REINFORCED #4 DOWELS a a a CONCRETE PAVEMENT �12" C—C a � TYPICAL LIMITS OF CONSTRUCTION _� N SEE CATCH LINE INDICATED ON PLAN � a � 50' w ° a SEE CONCRETE PAVING \� DETAIL AND PAVING PLAN 3 � �� 27' (MATCH EXISTING) � � � 3" FOR SUBGRADE SPECIFICATIONS 1' 4' 6' 6 6" 6' 4 1' w SOD SOD � , �i �I VARIES CONSTRUCTION JOINT SEAL VARIES I \ z of I � CONCRETE CURB NOTES: � 4:1 MqX DEFORMED DEFORMED O o . ,°.------_., METAL STRIP METAL STRIP 4:1 MAX � \ 1. #4 DOWELS � 12" O.C. TO BE PLACED v 1/4"/FT TYP 1/4"/FT TYP `�— / WHEN PAVEMENT SECTION IS POURED. a 3 8~ FT MAX 3/8—/FT MAX 6" (TYP) �� ����\�/��/� / / � � � � 2. WHEN CONCRETE CURB IS TO BE PLACED, • ' ' ��� a ' 'a •a' •a• a �, �' SET CONTINUOUS #4 BAR AS SHOWN. USE .a : ° ��1a .'a •a . ° a - ° ; �. e . ° �d'a � �2-a- ' :a ..>�°:.:� 6" 2'-0�� TYPE III CEMENT. � � � � � 3. WHEN CONCRETE CURB IS TO BE PLACED 0 N o � � UNDISTURBED SOIL ON EXISTING CONCRETE PAVING, USE #4 N 2, 8" (MIN) CONSTRUCTION JOINT OR / DEFORMED BARS, 10" LONG, 24" O.C. o STABILIZED DEFORMED METAL STRIP LONGITUDINAL � DOWELED AND SET IN QUICK SETTING CEMENT, SUBGRADE (SEE NOTE 3) TRANSVERSE STEEL, N0. 4, 24" O.C. 4. USE REDWOOD EXPANSION JOINTS AT ALL '3 STEEL PAVEMENT EXPANSION JOINTS. 0 SIDESTREET TYPICAL SECTION CONCRETE CURB DETAIL U �, NTS NTS w `o d c 0 E 'o ,oF=` ��, CITY OF LA PORTE ~ - <-• .. � PLANNING DEPT.ENGINEERING DIV. 'o` 804 W. FAIRMONT PKWY. ,� LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470-5005 FLEETW0O0 DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD B106--D2-00 CITY OF LA PORTE. TEXAS klotz��tassociates 1160 Dairy Ashford, Sulte 500 Houston, Texas 77079 T 281.589.7257 F 281.589.7309 houston, offlce�lcl otz.com Texas PE Firm Reg. // F-929 BENCHMARK INFORMAl10N: FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539—Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV.=20.84' (NAND 1988,.2001 ADJUSTMENT) REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. FLOODPLAIN INFORMA?ION: THIS PROJECT PARTIALLY UES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN THE 500—YEAR FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED JUNE 18, 2007. REV DESCRIPTION BY GATE AT LEAST 48 HOURS BEFORE E�� NG IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PRIVATE UTILITY LINES SHOWN Cen terPoint Energy/Electric Facilities Approved only for crossing underground ductlines, unless noted. Valid at time of review only. Date: Approved for AT&T Texos/SBC underground conduit facilities only. Signoture valid for one year. Date: CenterPoint Energy/Gas Facilities (Gas service lines are not shown.) RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY SIGNATURE; DATE' 30 �ieuc. S�e,.ce ��filfl4�?t1rRE. TYPICAL SECTIONS Klotz Project No 0127.012.001 Drown By AMJ Checked By CJB scale NONE Date AUGUST 2010 DWG No Sheet 10 Of 42 u i 0 N �� a� � I 0 Ur o Zo �� i (] a_ o °' O O � N V p � W O w "w�= OWW!"' 0��1= N LL D_Cn fl ��. l z Z N � � w :: a w N _� z �_ `a a m �¢ � � ao a „�. �� L w � m s �z � a ' a � n °� x j w E �� �o �� L ( HCFCD R,O.W, I I _- I I I I I o 2D 4D ,�` ` .z� CITY OF LA PORTS I HCFCD UNIT N0. B106-02-00 120.00' DRAINAGE EASEMENT � I I � .:�- � �+ PLANNING DEPT.ENGINEERING DIN. I I ( 1 "=20' 604 W. FAIRMONT PKWY. HCCF N0. J197089 I PROP CONC RIPRAP o i ( 1"=2' ,n,,,, LA PORTS. TEXAS, 77571 281-471-5020; FAX: 281-470.5005 ( IREFER TO SHEEIT 37 PROP HEADWALL IND i n D � I WINGWALL STRUCTURE. � � cn = E. GENERAL NOTES I I REFER TO DETAIL ON I � � � �' ' I SHEET 39. I � 2 iG � 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION `34,0), I � o �. OF EXISTING UTILITIES, IF ANY DISCREPANCIES EXIST, �pFLEETWOOD DRIVE I �� I Q � D � CONTACT ENGINEER AND CITY OF LA PORTS IMMEDIATELY. S 1 BEET AND DRAINAGE I I ��` 9 ^�39 LF I xh I PLUG AND ABANDON � � Q 2. RELOCATION OF EXISTING PRIVATE UTILITIES BY OTHERS. IMPROVEMENTS I I v� HDWL=11.09 I c�" I EXIST 60" RCP�I4LF TO vrni I I �iOjp FL=10.16 Q �� I �W AVOID 12" PEAR TREE. PLUG AND ABANDON 3, ANY RE -CONNECTION OF FIRE HYDRANTS, VALVES oR FROM SPENCER HIGHWAY TO 00 �� Z ^ N0 PAY. EXIST 60" RCP TO AFFECTED WATER SERVICES WILL BE INCIDENTAL TO THE HCFCD B106-02-00 o i I HOWL-11.11 �® REMOVE EX W000 FENCE�115 LF. AVOID 15" OAK TREE. WATERLINE RELOCATIONS. CITY OF LA PORTS TEXAS oj- ,� �� x FL=10.34 INSTALL NEW WOOD FENCE EACH � o ( I ^ti •>> .9 9 ,2 XS I SIDE OF SWALE ON PROPERTY KEY NOTES k � � t Z' �� a s s o c i a t e s I LINE �230 LF. d I � � '9 ( I \ Q 1160 Dolry Ashford, Sulte 500 I � HDWL=17,53 _ _ O9 REMOVE AND DISPOSE EXISTING STORM SEWER PIPE. 0 0 I + I 2+0 L{� Houston, Texos 77079 - - - - -�- -I � - - - - - - - - �- - - - - - � FF EBL� 20.63 -I- T 281.589.7257 F 281,589,7309 LOCATE EX SAN SWR. � ��,, \ N _ houston.offlceQklotz.com NO PAY. � 26.21' � 7 ' N Q Texas PE Flrm Reg. # F-929 I _. -i I � \ \ � s� LtJ w 1 r I I Q � � z= FL=10.34 AS -BUILT ELEVATIONS BENCHMARK INFORMATION: � 5.OD' - --w � 18 SOn SVf HDWL=17.57 u\ � W FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK �j x� , , , d W STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND •Ss A�� � O� D -d' v DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER ' _ � OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN If a I - - _ _ _ (-- THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. I o° O 60 i 0 ^-78 LF ��` �`r Q 15" OAK TREE ELEv.=2Ds4'- (NAND 1988, 2001-ADJUSTMENT) I a` o TO REMAIN I � 9'x6' RCB ® 0.10� � REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY I m � I I wood fence BENCHMARK INFORMATION. I (m 6-FT CONCRETE ,I INSTALL WROUGHT I I I LINING IRON FENCE ACR05S I PROP REINF� FLOODPLAIN INFORMATION' ( I o � � CONCRETE SWALE I I CONC SWALE _BUILD. - 18" OAK TREE I FF EL=20.09 REMOVED THIS PROJECT PARTIALLY UES WITHIN SHADED ZONE X, I I o � � I I CONTRACTOR TO VERIFY FLOODPLAINSACCORDNGBTO FEMA FRM MAP NUMBER EX STRM MH LOCATION AND I o � U' 1 o I I 48201C0940L, DATED JUNE 18, 2007. I � a x ( INVERTS .PRIOR TO ANY OUTFACE REMOVE EX WOOD m CONSTRUCTION. REPORT CONFLICTS FENCE AND REPLACE I I , x, x :� x x I TO ENGINEER. WITH WROUGHT IRON Q I s '�s '' '° ss s 'i 's � '9 � �'n FENCE^-12LF. INSTALL 1 I s s �`�s'`�s s � '�o '`�� '8s ,I 'RETAIN AND PROTECT FENCE WITH GATE ACCESS, ( I 3-FT THICK +- EX 12" PEAR TREE. REFER TO DETAIL ON I TOEWALL. REFER BEGIN HCFCD OVERFLOW ati ( � SHEET 36. I TO HCFCD CONCRETE SWALE EACH SIDE TO ,,ti LINING DETAIL ON TOE OF SLOPE �-I- I I SHEET 38. I I I I I I I I � HCFCD UNIT N0. 6106-02-00 120.00' DRAINAGE EASEMENT EX GROUND PROFILE, 27.00'RT � HCCF NO. J197089 � 20 i � � EX GROUND PROFILE ___._ 3 --- - - - - -" -�\ :PROP HCFCR SWALE. �'�-PROP PRIVATE PROPERTY -- _ � I \ �j SHEET 40. SWALE. REFER TO SHEET 1 RECORD DRAWINGS WGW JUNE 2011 ti �I FL=18.03 5=2.00% CL` SWALE REV DESCRIPTION BY DATE ... STA,1+64.80;..28:27RT ............................ J : � FL:18.48 ............... ............... ............... ............... ............... ............... ............... ............... AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR .... � � EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. o � PRIVATE UTILITY LINES SHOWN 0_ C a 16 o................................................:........................................................................................\.............................................................................................. 16 o � ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... Cen terPoint EnergY�Electric Facilities Date: c�i 100-YEAR WSEL := 15.23' Approved only for crossing underground ductlines, unless noted. O = Valid at time of review only. N PROP S=YEAR HGL •- 14 : � i � Date: O ............... � � � � � � � : A roved for AT&T Texos SBC under round ............. ............... ............... ............... ............... ............... ............... ............ .............. 14 PP � g .. � .... .. \.. .... ....... .... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... conduit facilities only. Signature valid for one year. � STA:1+36.44,: 10.43RT PROP 16 x6 RCB ®0.10% 8,�9, , .0 9'X6' RCB FL:10..43 (SW) Date: o � 12 FL=10.16 o .� .........................................................................:..................................... 12 ECORD DRAWING en er mn nergy as as i i (Gas service lines are not shown.) R THE CONSTRUCTION CONTRACTOR RECORDED CHANGES I 0 MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. W 10 0 ......................................................:...................:...................:...................:...................:.......... .......:.......0 L.. O N C.. LINT .G.... ......... ..:.... . � ......... ..:.................. Y THE .............. ............ ............ ............... ............... ..... WINGSSO POSTING THE INFORMATION SUBMITTED B a STA:1+08.98, 28.00RT � CONTRACTOR ION THE ORGINALS OF THE CONTRACT :.. FL=10,21 DRAWINGS. ATTESTED BY � �j o-s=�f-- � � „ SOn� � SIGNATURE: ATE._ : � -1 n stvr 8 o FL• 9 33 18 ,• �...................................................................................... N M .... ..... ..... .. SG _�� S v i .E. _ FLEETWOOD DR. o � P IL 6 .......................................................:. ........ ............. STA= 0 00 TO ST AF 2+50 o.................................................................................................................................................. .............................................................................. 6 Klotz Project No 0127.012.001 N 0 4 � Drown By AMJ Checked By SB 0 4 sccle1"=20'H, 1"=2'V oats AUGUST 2010 -i 0�00 1 •T•00 2+00 2-i-50 OWG No Sheet 11 Of 42 u I i I. z N m - wa w - o = =i �� Z Z �' a m �i ¢ - �o - ij ¢o a o: iz a U l f . o 0 � ,� d I � �� zN � �� D'N caw = pQ =� - � � j� Z 1- - • a � G] m 'm' o_ I� w o � �� o = o� I�� 0 � iii �� �� � 0 `O LL I mow a Lu 0 ;N e1' J N oWo_I- N LJL O.. CA '. I I N � iv � _� _O O L Y O O O + L O U � � i O O � N O � � � N O n .- .- O C i- y- O o '�' � t E o .� L �� � E E o +�- a0i a0i Q7 0 20 40 <" MEP:18.65 _ °' a� o 00 •-•- - o ,. -- � � ,: I P � 3 '-' Tc:19,; 5 `�" y � � E�� } � .o o } o G �, � �---�--�-- f ` � CITY OF LA PORTS -I � ' o o � CONNECT EXIST 24" RCP N o n +- � 1 "=20� a - �' -t PLANNING DEPT.ENGINEERING DIN. ITT CONNECT EXIST 24" RCP "' °' °' TO PROP STRM MH "' � = 3 - 1"=2� ° TO PROP STRM MH °' e' "' i 604 W. FAIRMONT PKWY. BOX CULVERT -�- 0 � CONNECT TO PROP STM MH �- I � � GENERAL NOTES '�^` 281�715020EFTAX 281 70-b005 BEND LEGEND ^� I PROP STM MH EXIST SAN MH 6 � 3 � STA: 5+45.95, 35.60E I STA: 3+18.86, 30.14E STA: 4+27.90, 27.38E 1 3 RIM:19.16 N 1O 25' BEND - 3+15.14, 0.15E I ; N � ° BC=18. 4 � RIM:19.16 RIM:19.99 I � FL (24"): 15.09 (W) a T I 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF I 1 � CL=18.77 FL (24"): 15.16 (W) � FL (18"): 7.79 (N) � ( I FL (24"): 12.82 (E) � � I EXISTING UTILITIES. IF ANY DISCREPANCIES EXIST, CONTACT 2 35' BEND - 3+24.38, 3.98E -� -D FL (24"): 12.58 (E) � FL (8"): 14.09 (W) _ II � � BC=19.11 ENGINEER AND CITY OF LA PORTS IMMEDIATELY. O3 6' BEND - 5+48.63, 6,12E T �' � 7 �27 LF D FL (8"): 8.57 (E) ( � � ( I 70�30 LF F CL=18.81 � I F�EETWOOD DRIVE N BC=18.53 I N � 6 FL (18"): 7.74 (S) � ( � I � 2. RELOCATION OF EXISTING PRIVATE UTILITIES BY OTHERS. 3 ��r BC=19. 5 � 16 U.E i Lot 27 2D' RAD BC=,g.O � STREET AND DRAINAGE `--� 3. CONTRACTOR TO SUBMIT A BY-PASS PUMPING PLAN TO IMPROVEMENTS '- ' �`- � 2 �� PROTECT IN PLACE I PROP TYPE 'C' INLET 0 2 ENGINEER AND CITY OF LA PORTS FOR REVIEW AND APPROVAL EXIST LIGHT STANDARD wood _ o MEP _ �! 18" San swr 1 ence .� TC:18.93 a, FOR SANITARY SEWER LINE ADJUSTMENTS. FROM SPENCER HIGHWAY TO PC: 2+89.54 1 4 -----r �-���-------=IT� � _ \ FL (24"): 12.72 (E)_O o •� 6 Bc-19.12 HCFCD 8106-02-00 - _ _ - ,t v 3. ANY RE -CONNECTION OF FIRE HYDRANTS, VALVES OR CITY OF LA PORTS TEXAS r, � -___ � _ -� "" � P � 0' RAD AFFECTED WATER SERVICES WILL BE INCIDENTAL TO THE WATERLINE RELOCATIONS. �� TP:18 47 s�+. p� s reet-I i g -~--•-_.___ �� � O� 96 SF .J � � o k I o t z�� f a s s o c i a t e s � � „, .. � / „ s°� ° 309;. ° �enterPoint ner y ° '--------__._.__ 18" son - _ � !_C) 1- A VE ,�� .-------------- 8 � LF 3 °-----_.._ a 500 - ------ ---------------------- -I- ° 3+D p � � _._._ °° - --------------------------- � 5 2 4 �-�---__.-- Houston,rT xasf 77079u1t C� REMOVE AND - - ��--__ - -- � 0 4+00 I r- - - - ----- -------------------------------- ------ ----- - _ _ _ VEWAY AT 9.7309 �_ _ 8 x5' RCB ®p,jOq, ° p �' - a __________ � c BC 1 04 QREMOVE AND REPLACE EXISTING CONCRETE DRI houstonaof Ice@klotz comma / 9 �51 LF -o --- -- --- -- "---�- _ --- -- REPLACE EX _ =T8.79 ----- --- -_ __________ - ----_. _ '__ _ _� O _a_ -� - LIMITS SHOWN. REFER TO DETAIL ON SHEET 35. .-.--------- � __ _ o � �� Q ------ ---- ---- Q � _, CONC SDWK I / , /' o ° �e=,s.o3 . FL E E TW00D p�2 ;P PLA Gos Line � - ----------- o -----_________ ___ __ -___ - ----�' - 8 X ° ° � M Reg. // F- _-____ 70�9 LF . Texas PE Flrm 929 I- � ^'g8 SF �n / °� ° . -�� p C�nte�$oint Ener " _----`--- --- 5' RCB ® � � 2 REMOVE AND REPLACE EXISTING PEDESTRIAN RAMP AND � w O• ° 6 9Y ;, �7 �14 LF - _ ----__ . 0.109,• - (f w SIDEWALK AT LIMITS SHOWN. CONTRACTOR TO ENSURE THAT BENCHMARK INFORMATION: ----3 3" SCH 40 d'VC LT Cable° N �'egterPoinf Ener ° ° w 9 �60 LF 2 Ci US ST• 9Y 3 PROP W1R L � FFSET o w PROPOSED PEDESTRIAN RAMP MEETS ADA/TDLR REQUIREMENTS. 1x wr � _-"'---- LT. Co�Ie v=i REFER TO DETAIL ON SHEET 36. FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK L�J _ �_ SEE DETAIL ON � LIJ STAMPED 01D310 AT THE INTERSECTION OF FAIRwoOD AND Z IW 9'X6' RCB _ _PROP "A" INLET _ ___,� - ----_ ____ _ u TI gam.-..� SHEET 3 _ Z W DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER - in' "® 0.10% _ _ wo STA: 2+88.90, 23.94R _ _ _ _ � "< --- _ - N ®REMOVE AND REINSTALL EXISTING SIGN. CONTRACTOR TO OF THE INTERSECTION FOUND IN KEY MAP NO. 539-Y IN v �- = -= '� "' < - � L --� " THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00, -) - -- � RATE:18.20 � - ��Tc--s7a- o -< � COORDINATE WITH OWNER PRIOR TO COMMENCING WORK. -- � _ �- T- _ „ - _- k� _ 9 ^•59 LF = ELEV. 20.84' (NAND 1988, 2001 ADJUSTMENT) (.� °° N W � � C-18.81 A ��7� I \ I wood fend - 2 U Q5 REMOVE AND REINSTALLS EXISTING CLUSTER MAILBOX ANO REFER To SURVEY CONTROL SHEET 8 FOR TEMPORARY i- ° c a I �', PROP SAN MH 6,. w ter 4 � CONSTRUCT NEW CONCRETE PAD. CONTRACTOR TO COORDINATE BENCHMARK INFORMATION. Q c, !'� � ° PROP 6" WTR LINE�36 LF I � -- - _ _ _ '-' ...� Q STA: 4+30.05, 6.84R � PROP TYPE "C" INLET I • e ° ° Q WITH OWNER PRIOR TO COMMENCING WORK, � _ �, 2-6"X45' BENDS 1 RIM:18.98 16' U. E� � TC=18.78 1-6" VALVE II � � STA: 5+36.77, 13.11R 2 no 2 � FLOODPLAIN INFORMATION' 1 � I � TC:18.81 ° o' ©SAW CUT A MINIMUM OF 2" DEEP AT LIMITS SHOWN, EXPOSE I MEP 1 EE D T IL ON SHEET 33. ( ( FL (24"): 12.77 (W) 6 0' RAD EXISTING REINFORCING STEEL A MINIMUM OF 18". TIE IN THIS PROJECT PARTIALLY LIES WITHIN •SHADED ZONE X, � �� AREAS CONSIDERED TO BE WITHIN THE 500-YEAR BC=18.54 BC=18.64 Q v x i i 20' RAD �-_____� PROPOSED STEEL. FLOODPLAIN ACCORDING TO FEMA FlRM MAP NUMBER o f- x � / 48201C0940L, DATED DUNE 18, 2007, I �, CL=18.64 � °, 1 i �° °'� � a m PROTECT IN PLACE BC=tB CL-18.64 o O7 PROPOSED 24" STORM SEWER LEAD. PIPE SLOPE IS 0.50%. .� � > +- > m _o � o -; _ L EXIST LIGHT STANDARD =18 92 1 L � ° � PROP WTR LINE OFFSET � � *`- ;Y � � � � � � } � w / _ ®CUT AND REMOVE EXISTING SANITARY SEWER LINE. INSTALL .r e o � N .82 BC=18.7 0 0 " L SEE DETAIL ON a L Yo i� � o no o �•- � � NEW 8" SANITARY SEWER AS SHOWN. PIPE SLOPE IS 0.44%, I - c `�.+°'- SHEET 33 -°�' o � ��� �•- m v� `_' o r o � a o a- o � �+- �� L o •� o, � � ��. ,� L °�' � BC=18.92 CONTRACTOR TO SUBMIT A BY-PASS PUMPING PLAN TO ( "' m 3 "' 3 � �t +- � o '" � -,-- •- = *' -�- +- ENGINEER AND CITY OF LA PORTS FOR REVIEW AND APPROVAL. o � �'� coi � �, °' i„ N aoi � �' .ti c c � � a� WATER LINE THRU TOP r-- x `- °J �- � �o � a�i n a'- � � �' OF EXIST 60" RCP STM I .- � naaL Q 9QREMOVE ANO DISPOSE EXISTING STORM SEWER PIPE. " ""� N � � ' �°' °' °' y o a 1© REMOVE, SALVAGE AND REPLACE EXISTING FIRE HYDRANT. 3 � r REFER TO DETAIL ON SHEET 33. CL SWALE ua ' o STA: 2+69,57, 28.78Rt ��'. � : �j � � M N � M .- Q ��--�- N FL=18.60: � _ + �- Q PROP EAST Ki � � � r i � : �' > AND WES C + °° 1 T TB + -w � c J west' row 20 -W 20 MATCH: EX o_ .....:........ .. .. > east. toc...... • ......... ............... .............. ........... �............................................................ . > J.:..................:.......... east.. row......... .... . � .......GROUND'"ELEVATION:........ aw: ��- �...............:..... .....................___._ 5 J.. a.W....:...vrest foci.. -'"� -0.0 � ,15% ` � FL-10.34 AS -BUILT ELEVATIONS 1 RECORD DRAWINGS WGW JUNE 2011 � - EX[ST CL STREET 0 REV DESCRIPTION BY DATE I 18 0 ... .............. ........... ............ 18 .��. PROP CL 1 o........................................................ � ............ ...........................................................................................................:..................:...................:........... STREW..T................................. � ... � .. .. .. .. ..:.. .:.. AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR f- EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. �J-. GROUT OPENING AFTER • o REMOVAL OF 24" RCP .,,,,._.,,, ,..,�_,,„.,��,,.,��,�,_.�._ PRIVATE UTILITY LINES SHOWN 16 „ � .. ............... Dote: ......................................CONNECT EXIST.BO...RCP..... ...... .. .....................:... ............... ............... .... ............. F ili ies .. ...:. .. .... . p - TO PROPSTRM BOX � Approved onlynforycEossing underground ductlines, unless noted. 0 6": water I ine 8 son swr-� PROP 1$'�8'x5' RCg ®0.10% 24" stm swr• valid of time of review only. � ; -�� - 6 oter Tin N 14 e-; � � 4:" St Wr � 3, - �- ............... ............... ............ ............. ............... APProved for AT&T Texas/SBC underground " W Dote: 14 ... ............................................ .. , , , ......... ...........3 ........... ... ......... ......... ................................................. ............... ....... .............. ............... ............... ...... _ conduit facilities only. Signature valid for one year. u, ; PROP 168 �9 X6 � �.. � � RCB ®0.10% e ; ; R T,.. S'.,-^ � POP 25 8 x '3 ; PROP 211'�8'x5' RCB ®0,10% ? PROP 5-YEAR HGL -� (� 0.10% Dote: o � Q :: -- CenterPoint Energy/Gas Facilities p � � p (Gas service lines ore not shown.) O 1 1 1 PROP 11'�8'x5' 12 2 o RCB C�1 O: TO% .. .. .... .. RELOGAIE E5C 8" SAN.. SWt2:.... FL=10.81 Gf20UT 0 EN t�IG • • FTER � � /� STA:2+49.77, 25.02R II FL=10.71 AFTER REMOVALPOFI24"ARCP 8'X5 RCB FL:10.91 TOR RECORDED CHANGES ......... RECORD DRAWI PLUG OPENING THE CONSTRUCTION CONTRAC �.. 9'X6''RCB FL:10.55 PROP 29'^•8'x5' MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT I RCB ®0.10% RELOCATION.: F DRAWINGS. w 1 0 � U 1 O KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD Y...............:....................... ....................:... .... .....:.... .. ............................ ........... ........... ..... .. .. ........ ............... ............ .... ...... ............... Y THE O CONTRACT R ONSTHE OR I LSROF 7HE CONTRACT B ao -� �- � . DRAWINGSOATTES D BYGN A p 6" W ter I ne g„ San SWr Q_ Nam- DATE: �I I®/ ��J�� O '- SIGNATURE: � p 1 a " Son swr � a eve... i ion 'P.c 'p 8 8 NAM : � n E o t... :01 v(% tN0 Zv RV'00 W �� .f' �tJO^^^ �N^'�^ FLEETWOOD DR. W M Ki �� �-�_ - ,� co��3, O (n 3 --• N 01 01 N O � tf) M c 3: u) m ._, N t0 : W �S .-.',-. -. N V7 In (O : C 3 N N P N .--.......... v..i ip � .� � X V7 00 00 X (0 OCJ tD }�� LA AND PROF LE �� � � �� c � :_ Q . � u, � o �� x - - J _, �. - Q u, -.- - TA 6+00 W ��-� - dD � dD � � 6 STA 2+50 TO S .....................................................0........ ... ,,.! O.Q. Q. r..o.r...,r,....... ... ...01.N....7,}.....o3 p�.V.y...........:... o Z. u .-m�'.zaoN t.,:.�.Q..^......:.......�d:�+-.o.....�o,no,-i � ���...............:.... ...�0.. :d.l� = m�-.o,-� ............ ............... ...�.�.�.�.�.. .. ��.�..o.. ..�.�.�.�.,,... � : � ,n r: ti c � o0 00 .... � ao :: Z N .- .- •- •- •- ,- rE v7 ,-- � Z M ro:ai ao e rn r-:� i- .- � �- L ,.-: o � o Q WATER LINE THRU TOP ��� o o N ^^ o � M ifl d• io a; ii n � +�Q n � � �� - n `�' � + io d- �• Z N io � io 3 K`.-�,-.- OF EXIST 60" RCP STM O : _ � L mn ii a+ VV +Q�v ._I+�u� E m41 �l�n ii IiT O_ WOvO ii v- v- J mvvR ���; � ��+-`'"�+-`+- 1 DrwnPry'ctN 7.012.001 c oD W - _.__ - -:il o � c �� . - O Q ¢ ^ ¢ Z Q c O Q Z Q Z ¢ 1= � - = � qMJ Checked By CJB � 4 0_ O L co co � H D= J J d' ♦` o: J J W f- J J J � � I- �� J J N +- --:m .- � W f- J J J F J J J i- L:O v O v 4. �J N � � + •- - n:1n c� W w a t/> c� w t.L (i (/) lL ll.. tl. 'F' l0 N:19 N Ip t ..- .- d y � : W 1.1_ V (/� 1.1- tL ti (L (n lL l.L l.t_ u) t-; tD N CO N Scole 1 ■- 20,f7 � 1 M_ 2' V DOt@ AUGUST 2010 2+50 3+00 0 4+00 5+00 Q 6+00 DWG No Sheet 12 °f 42 o w �� w '° a � y o � F z w a m °, ¢ ti E �� p p o a 0 i o it o a >� O- z �`-o �� CO o � z + `o u; a - _ � _ � - Ala-. �z - �� zQ l- a W �� m � � � � ¢ - n-p �o _ �� O ¢¢ N n LL O Ltl O O U) ',., '. O W D- H co„l�ia� � �� N L LL � + .Ft- 0 E EE � 0 o. �d s .: �� BOX CULVERT u BEND LEGEND 1� 7.5' BEND - �.,�, 8+30.32, 6.55E "I _;.,� W N O a � Ei 14 12 .O 't' OL � �� E N N O N N N m Ti- w N N ..� O L� N �' � C \ -t- O � L Q E>L d L TTT -h } L L On .L n U N o pp L L L *� " "' m ('- •- *L- m 0 20 40 t0 }` E -t- E E E E E E E a a � E U +. r"' N •`- � L yL, N " � � °�� "- `� CITY OF I�A POF�T� v a- o m N m a�i aai aci m n a a v v � m `� h � u�, .a o L -� m � Oj,� L L L L °L' °L' °' , � z "' " � � _ "' °' '- m 1 =20 � °� '$� PLANNING DEPT.ENGINEERING DIV. U U U U U U V m 3 � � C'-, O '+- N L L N K 1"=2' V � ��N N N N cV � � -.� � I�>II,;I cn L �` "�� "� P E � �iLo+ GENERAL NOTES 604W.FAIRMONTPKWY. CONNECT EXIST �z o � �, � ;,_ � �� 3 ,�,,, LA PORTS. TEXAS, 77571 CONNECT TO ` � - � PROP STM MHO 24" RCP TO BC=18' 7 N. o � � - � �� ' - � STA: 8+23.26, 34.29E ' Q. t �. L a � v o °' 281-471-5020; FAX: 281-470.5005 EX SAN MH #72 U•E PROP STRM_ MH � m o 0 0 1. CONTRACTOR TO FIELD VERIFY LOCATION AND 16' � RIM:19.22 � t BC=19.14 ,ti °_ n RIM:20.23 �.,a-'-�'- t BC=19. 7 � v �, ELEVATION OF EXISTING UTILITIES. IF ANY 1 , i FL (24"): 14.74 (W) 'F � � `� 1 "' � � "' m DISCREPANCIES EXIST, CONTACT ENGINEER AND Lot FL (18'): 8.13 (N) `�� FL (24"): 13.10 (E) ' ' Q a CITY OF LA PORTS IMMEDIATELY. Qj FL (8"): 14.48 (W) ' � Lot 25 3C=19.07 FL (8"): 8.57 (E) � i ' � 1 CONNECT TO � FLEETWOOD DRIVE m 22' RAD FL (18"): 8.08 (S) � ' ( t EX SAN MH #80 ' 2. RELOCATION OF EXISTING PRIVATE UT1LI71ES BY _ _-- ' N I t CenterPolnt Energy PROP TYPE 'C" INLET � � . D 6 RIM:20.22 ' 1g' U•Ei OTHERS. STREET AND DRAINAGE 3" SCH 40 PVC LT Cable � STA: 8+05.00, 13.46E I I 1�^• 105 SF Lot 13 FL (15"): 8,52 (N) 1 IMPROVEMENTS i 4� 5 � TC:18.58 � 4 1 :_ G a "' FL (24"): 12.99 (E) � 'o a � • � Qt FL (8") 13.97 (W) ' ' 3. ANY RE -CONNECTION OF FIRE HYDRANTS, 2 `� > BC-19. FL (8 ): 8.92 (E) � ,, VALVES OR AFFECTED WATER SERVICES WILL BE 1s" son swr? _ � - _ ____ _ ,p - Z � FROM SPENCER HIGHWAY TO - - -- o --4 18" san sw � J- FL (18"): 8.42 (S) '' INCIDENTAL TO THE WATERLINE RELOCATIONS, HCFCD B106-02-00 `xOt'r. � 3 � o i � >--°---� 80=18.85 " REMOVE AND REPLACE --- - _ _ n RAD � CITY OF LA PORTS TEXAS _ ' EX CONC 5LA8 ^•20 SF �' t KEY NOTES ' _ - >L_ L ergoint Energ � 18 �� gIy '' ( o t Z''' a s s o c i a t e s .S -a t ®^• 35 �F IC�Sn �� _ _ � �.a 1 e Ik o-< � p REMOVE AND REPLACE EXISTING CONCRETE � - 3 -- --s--------_ --------v--� ---- -- -------------------------- --- T. O _ - � � _ o _-_ �____ Wa y _, ^• 9 1F �n. t. -----------------:------- -----,----�___ a o RIVEWAY AT LIMITS SHOWN. REFER TO DETAIL ON 1160 Dalry Ashford, Sulte 500 _ O o -__T- 7 0 _ p BC=18.68 - ` '-----____ -`'� •---�_ SHEET 35. Houston, Texas 77079 c co � - ----------- ---- ----- ---'--'-_----------------- -------�---'--- -- ---- -_- --- ----- -- - ______ _ ____ � _'- - "----.�.. T 281 �589,7257 F 281.589.7309 -. -_ ___ o APPROX ° '� - - '- - __ -'' - --- � �' -""-- � .,o�� �- � 2 REMOVE AND REPLACE EXISTING PEDESTRIAN houston.offlce®klotz.cam - -� _ _ `° F L E � T WOOD � D R . enterPolnt Energgy p ° --- ------ -- -- - d�---_•_•_�'r►------ I- ...""-- `- AMP - --- - _ _ _ ___-- -- CATCH LIMES. � a IP PLA Gas Llne - R c - --- _ _ AND SIDEWALK AT LIMITS SHOWN. Texas PE Flrm Re F 929 a V re 19 LF Q9 ^F5 LF _ 9+•AO n n - -_ _ � a ov _� g2._._- a � p 2 a � _�-'--,----_____ n�-"'---'a _ ___ : 8 �37 LF � CONTRACTOR TO ENSURE THAT PROPOSED .--_____ � _-_._.'z i 8'x5' �'-`-_"`---'---P __ � 1- P BENCHMARK INFORMATION: _ b EDESTRIAN RAMP. MEETS ADA/TDLR c I dew I k---.._.__ - - � _ �, PROP WTR LINE OFFSET . 'p RCB ® - _ ___ (n w REQUIREMENTS. REFER TO DETAIL ON SHEET 36. - � -- conc s i dewa I k a � - c -- - .._ � . ° E DETAIL ON SHT 33. U . '�--�'-----_� O' 109; W FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK 1 ' � x �, � a°'i � > } } > 0 0 0 > L1 > N o, � a °�' , �- � ; �O � 3 N _ - __ - ____�_ s__4�"_ 2 � °�� � 2e�pr omt E 9Y'`--- o W � Q3 REMOVE AND REINSTALL EXISTING LIGHT DRAFTW000 LOCATED ONEINLETRAT THENSOUTHEAVST CORNER � 60" stm swr ' i' '9 ' � /-""'--^ N a PLA .Gos l;ns w STANDARD. CONTRACTOR TO COORDINATE WITH OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN 6' water I i � - � 1' RAD ""-- a� d Z N OWNER PRIOR TO COMMENCING WORK. THE CLEAR CREEK WATERSHED NEAR STREAM Atoa-O7-DD. � PROP SAN MH �' �� --_-' � n r detvo I k -- z v ELEV.=20:84' NAVD 1988 2001 AOJUSTMEN a 5 PROP TYPE C' INLET BC=1$.62' � "awot r. `c--=-_ �� REMOVE AND REPLACE � � � STA: 7+04.93, 7.17R ' � STA: 8+05.00, 13.44R 20' RAD � o i� `' RIM;18.54 � U•E � EX CONC SLAB ^•22 SF = (4�REMOVE AND REINSTALL EXISTING SIGN. REFER TO SURVEY CONTROL SHEET a FOR TEMPORARY i 6 TC:18.58 p � .- Lot 1 ' � FL (24"): 13.04 (W) Qj BC=19.00 ^o � `'-�,,,__ - =�--� - U ONTRACTOR TO COORDINATE WITH OWNER PRIOR BENCHMARK INFORMATION. BC=18.9 -'-_- I- TO COMMENCING WORK. ' � t Lot 44 ' 0,,, 127 �'� a� a WATER LINE THRU TOP ---_. � O5 REMOVE AND REINSTALL EXISTING CLUSTER FLOODPLAIN INFORMATION: ' �� �- �' � OF EXIST 60' RCP STM 60„ stm sw MAILBOX AND CONSTRUCT NEW CONCRETE PAD. 1 ,j-� PROP SAN MH THIS PROJECT PARTIALLY LIES WITHIN SHADED ZONE X, r" 1 ''� ��6J-I BC=19.21 Q STA: 9+97.21, 6.75R �' CONTRACTOR TO COORDINATE WITH OWNER PRIOR AREAS CONSIDERED TO BE WITHIN THE 500-YEAR 11 o n ° � 1 RIM:18 89 , TO COMMENCING WORK. FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER '� � ___ C pVMT ��� LOt 1 o'_t 48201C0940L, DATED JUNE 18, 2007, °' r L _�----'-� 2� c '-' o � ' ''', o t ©SAW CUT A MINIMUM OF 2" DEEP AT LIMITS L � � � � ° � o BC=18.97 ° SHOWN. EXPOSE EXISTING REINFORCING STEEL A E r �� � *' �'�' l � 1 � � CL 18.77 m ''' f' MINIMUM OF 18". TIE IN PROPOSED STEEL. o. L UL x U t N / Itli � Q L ��+ � �. ° o _ W.,, �, Y � � 7 PROPOSED 24" STORM SEWER LEAD. PIPE 1 o > o>-° E BC=18.94 o R•0' > m L Y Y O FL=10.34 AS -BUILT ELEVATIONS o o ° e � � c 60, � o � m m � L � o � SLOPE IS 0.5%. �- O a 07 .N-. Q L � L _ � Y Y L 1 N L YG p EO �' O U -ti o o > � o � �C1 L ®CUT AND REMOVE EXISTING SANITARY SEWER 3 3 o a �t � mo � LINE. INSTALL NEW 8" SANITARY SEWER AS `- a n � SHOWN. PIPE SLOPE IS 0.44%. CONTRACTOR TO ^ � UBMIT A BY-PASS PUMPING PLAN TO ENGINEER ^ Q : M � Q o � rn � AND CITY OF LA PORTS FOR REVIEW AND ^ a• ao u7 to Qj PROP EAST APPROVAL. + °p � + � PROP EAST � ^ 1 1 ^ ' � ^ � � � ao � rn ro AND WEST TBC o : � :AND WEST TBC o cw �+'- � � 09 REMOVE ANO DISPOSE EXISTING STORM SEWER •' w.. ...:..................:.5.�.............................:.......... ,..,. .....:.... � ^ ...ea�t..row west row _ _ -- PIPE. � .�. �� _ - _._._ ... .... ............. 5 J...: ............... SW - - .... _.... ... ........... - ..-- - - i -- _ _ _ - - _ ... �... a w � n.. ___ _ _ .56% _ - - - - _- 1 RECORD DRAWINGS WGW DUNE 2011 _ _. p %; REV DESCRIPTION BY DATE PROP CL 18 N0 0.32 e _ 0. ..................................: ........................... 1 .... STREET ....................... .........,¢.......:................:...................:..... : 1......................................� .......Q................................ ........... ............... .............. i -- • 1 � � : : AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 7f3 223 4567 _T-� PRIVATE UTILITY LINES SHOWN �.. a�--'-- - - ' o 0 w 10 " s r Y.................... 10 o° I �,. SW -------- - -- ' RELOCATE EX SAN R. ', o PLUG OPENING: AFTER /: - 18" san swr 4 E �18'' son swr RELOCATION. � Q x o �--v-...,.-_ .. .............. ..,.�.. ........... ............. ............ ............... .......... .. ...... ....... 8 .... .. � � v J ..: ............... ............... ............... ............... ... v ......... .............. ............... ............... W J O � � ....... � _ � O N : N � N � N tf) � � ... � .., � Z O v:..... _ � M v p c i :rt �mm �rn co •- ,r,000 - m �......................................� NCO .Q: o�....:..�.0�^.�: � I - 'af' � O ^ `- .0 U..-. v.-v N�'�� Z^O1w � .�^� �� 6 ,r,................................................................................. ..... ' � .. . _ L o u '- a V1 + ... ....... .. "0: .- Q o0..................................................................... ' I � : :3 N-II- ^� C � +R �R R +R 4' A � bill II II II O^�� L OII: II N+O�i. '', O 'm y-' - v- d J OvD' � Obi N � N � OOin`rj OOi ai �' •+- 4- `+- `+- � m N `+-� II v- d � � J m �O Lco= m � O: F--X J: Q IQ-JJ J E LOcov O Lin= m 0_'F-�X J � 4 : y t .- co .- 0_ N K W lL : t- J J -� J � to w w u, w to w w w N *- � �� � N WATER LINE THRU TOP � +- � � •- a cn � w aL N - OF EXIST 60" RCP STM 4 0 �; 6+00 7+00 8+00 9+00 , 10+00 rPoint Energy/Electric Focilities �ved only for crossing underground ductlines, unless noted. at time of review only. focilities only. Signoture valid for one year. (Gos service lines are not shown RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY SIGNATURE: DATE: �� . !l AIA„C. S�e�e.'F�t►in.Rbn;P.E. FIEETWOOD DR. PLAN AND PROFILE STA= 6+00 TO STA= 10+00 Klotz Project No 0� 27.0� 2.001 Drawn By AMJ Checked By SB scel8l"=20'H. 1"=2'V oats AUGUST 2010 DWG No Sheet .� 3 Of 42 '� (I '' r- � w m � N � m - a =m z � z k_ Z a _ � m m - U � ❑ - Q � o � ¢ � V I.. O 0 � r � w C7� �� .� I w Zo ow F O+ � Z k � O z E- _ n m � � c~i w E Q �o p� �e ON a ���. o c � W W0 m �'WLLr o uJ n- I- a2S S ' N W D_ CA i 0 H J li 0 a O O N O N O N 0 c '3 m W i v d +- i- � �L� �� L m m t' m N N m r > C m p� E O� -j } Y} L L Y L L m m L 1 L � L L L L L L Or L � L 'F' -F- L t t L L m m L m t- m m i- +- i- t 0 .� t- i7 - m mom m m E L L+ } L O E�ppLL�tn m mm =- rn � m m L L U L }} U 'm0 a� C� CUE 'D E U t- U t t Qj � o m m T T'- TT C Ga o>�•��,o>�N T NT of `-�� CITY OF LA PORTS _ >, L L E E �- � E E �- o v c c .r i- o m t- v a E D E CONNECT EXIST 24" RCP o � .+- t- G � o o v-_ TO PROP STRM MH 3 v o "' a n � n a n _� o o � � � � � o � v'L a = o. 0 20 40 � n.„ � PLANNING DEPT.ENGINEERING DIV. �I- CL=19.27 � `- '- '- °' L � � m Q. Q Q' Q °' � � � L � � 604 W. FAIRMONT PKWY. PROP STM MH o 0 0 �° i �, o 0 ('i BC=19.30 N N N V V - N N � � 281� 1P-50 OE FAX:281-470.5005 STA: 11+04.79, 41.83E BC=19.27 � N 1"=20' �.. RIM:19.34 1"=2' BOX CULVERT FL (24"): 14.12 (W) � � �� � � - � - r � � Ns �"`l BEND LEGEND FL (24"): 13.44 (E) \ � \ PROP WTR LINE OFFSET � 6 � � GENERAL NOTES 4.5' BEND - PROP TYPE "C" INLET �� SEE DETAIL ON �� � �� PROP TYPE "C" INLET Qj STA;10+88.31, 6.24E STA: 10+88.07, 14.12E / SHEET 33 \ � � STA: 13+82.29, 14.18E / \ � � � TC:19.16 1. CONTRACTOR TO FIELD VERIFY LOCATION AND TC:19.13 � - ELEVAl10N OF EXISTING UTILITIES. IF ANY FLEETWOOD DRIVE FL (24"): 13.28 (E) � BC=19.12 �� �� �� BC=19.40 � Lot 1 � ' o , � Lot 25 FL (24"): 13.58 (SE) � BC=19.13 DISCREPANCIES EXIST, CONTACT ENGINEER AND STREET AND DRAINAGE o I � BC=19.42 �\7 � .<, 25' RAD � B =19.41 ° � � TECT IN PLACE 5 �\�r �\ � CITY OF LA PORTS IMMEDIATELY, IMPROVEMENTS m 4 25 RAD EX LIGHT STANDARD , £ 7� / > � � �� 2. RELOCATION OF EXISTING PRIVATE UTILITIES BY ,, PROP STM MH � �• r- .,- � �F"" l � °� p er OTHERS. FROM SPENCER HIGHWAY TO '� STA: 10+88.31, 6.24L� � `°. . -� � 2 0 _ , -_ � •, � � O HCFCD 8106-02-00 _ � ,�.a� - - - 7T-'- - - 7T-- ? �' �S."^'�n r 15' San swr hedge 15 ' San swr O 3. ANY RE -CONNECTION OF FIRE HYDRANTS, CITY OF LA PORTS TEXAS 15 San swr - ----- O - - -- -__ c nc s i w ` ° ° . cons s i dewy I k - conc s i I k k VALVES OR AFFECTED WATER SERVICES WILL BE - �, _� � INCIDENTAL TO THE WATERLINE RELOCATIONS. k I O t Z t,' a s s o c i a t e s -- --. _ mead Power I Ines �- .., - - - - _ e 500 O--------- --- <------ -- - -- --------------------- rFte oint Ener --- -------------------- ------------------ - ---------------------- - ------------ ° n _�_- ~-------- °----- --- - ------ ------ _ _ ce rP 7 �s LF ° � KEY NOTES _ < to 1160 Dalry Ashford Sult t7 ° __ _� -- -- --© p o. II51S"j.-CT.-->ra-fiie'--- q° -- dnTflP 71� ---p-----.---------^---- Houston Texas 77079 � -" �`'--� ��9�.-� - -- 3 � ° ° 00'' -`� � ° 8'x5' RCB ®0.10% �,Cas-�ine n " -. �� Q2 REMOVE AND REPLACE EXISTING PEDESTRIAN T 28t,58s.7257 F 281,589,7309 _. _ _ � ' RCB � 0.10%=1-1-+QQ--------1-----------� R---______ __ 12'+ 3 __ �(� houston.afNce®klotz.cam -� 8 x5' • ° o c� ---- -- - - - ---------------- � : - - - -----------------_ --_ _ -_ _ -_ _ -- ----_--------_-------------- -- - ----- ------------ - --- - ------------------ -- -------------------- _-- � - - � RAMP AND SIDEWALK AT LIMITS SHOWN. - -- - - r - -- - rq - --- Z -'- '°- "' � � � � � � --- - -- � - Texas PE Flrrrt Reg. � F-929 __ b Q _ D _ _.rs- -__-.- � O '. �! ° I ° D t� D ° D ° ` ° � � CONTRACTOR TO ENSURE THAT PROPOSED o U 1 ° 5`9 " � p A9?PROX Ck,TCH LIN,�p ° � �' --° � ' Q7 �19 LF BC=19.51 ° ° ° � ° �J � PEDESTRIAN RAMP MEETS ADA/YOLK (n W � • FLEE°T W00 � D R • CeflterPoint Energy 3 . ° ''� � ° N PT: 11+24.11 g ° 07 �18.LF j REQUIREMENTS. REFER TO DETAIL ON SHEET 36. BENCHMARK INFORMATION: _ � _ _ l�S ST. Ct. Coble ° L1J � --- 9 71 LF � � � FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK z I•'•I s m-s�- Q `.. �`en'terPol'--ni'E'tTer v O3 REMOVE AND REINSTALL EXISTING LIGHT STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND _ uwi STANDARD. CONTRACTOR TO COORDINATE WITH DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER • e�r'at 4" stm s.w � conc sidewalk 3° 5CH 4D PVC lT Cable 54" stm swr concrete sidewa OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN _I ... -__._ OWNER PRIOR TO COMMENCING WORK. __-- _ _ - _ - - - _ - _ - - - _ - THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. -� -'- - _ -� -- - - -- •� ^" water ! � n� _ � = �� _ 1 _ 1 _ 1 _ _ ELEv.=20.84' (NAYD 1988, 2001. ADJUSTMENT) ____ � - � 3 0 _- � � - SH ET 8 FOR P RARY 6" water 1 ine � BC=19.09 .- � ° - � REMOVE AND REINSTALL EXISTING SIGN \ � ° °� � ' .,_o � ban � 6 veneer NATE WITH OWNER PRIO ENCHMARK INFORMATION E TEM 0 Q CenterPoint Energy `° °� '� ( m W �ONTRACTDR TO COORDI R REFER TO SURVEY CONTROL ��� 25' RAO o ° o � � 1 � - r . = 5 tr _ I ' B I ' � 3" SCH 40 ''VC LT Coble 4 -i � � � � �O TO COMMENCING WORK. �',�` � `� D ° ; 25' RAD o ��' �»_ \ -oo -� � O5 REMOVE AND REINSTALL EXISTING CLUSTER FLOOOPI.AIN INFORMATION' J` BC=19.48 o BC=19.46 \� Lot 24 � \ N PROP TYPE "C" INLET MAILBOX ANO CONSIT2UCT NEW CONCRETE PAD. \� PROP TYPE "C" INLET ' '� S � � STA: 13+82.29, 13.24R � CONTRACTOR TO COORDINATE WITH OWNER PRIOR THIS PROJECT PARTIALLY LIES WITHIN SHADED ZONE X, Nam^ � STA: 10+88.07, 13,36R OFAEX STI 60" RCP STM _ir NC' P� r � \ � F.\, TC;19.16 \ TO COMMENCING WORK. AREAS CONSIDERED TO BE WITHIN THE 500-YEAR � �� �� TC:19.10 �, co -(�� � � ti6 �' FL (24"): 13.62 (W) 482000940L, DATEDNJUNE 8M2007.M MAP NUMBER y`6 �• FL (24"): 13.34 (W) =19 37 \ � -�, 2 ° ° � �\ 07 PROPOSED 24" STORM SEWER LEAD. PIPE \ � \ o\, SLOPE IS 0.5%. X 0• w c� � m m � \ L L � i60 R L � �' L n m + L m m ! ®CUT AND REMOVE EXISTING SANITARY SEWER iu �" Y Y -� r Y i- >, m Y '� '- LINE. INSTALL NEW 8" SANITARY SEWER AS Q O L m L m L L L m m m L T L i- L L O m Y � o m Ea m m � � CL=19.32 � m m m o � L � o,* � � •- Lo SHOWN. PIPE SLOPE IS 0.44%. CONTRACTOR TO 1 �- m E c E -i a � +- � +L- -Lr E � � m-- O Y O E � � o o c� o � m 1' Y U- C L U c o SUBMIT A BY-PASS PUMPING PLAN TO ENGINEER � p O L •- L •- L > m •- •- � > � t •- a o L o - a. v FL=10.34 AS -BUILT ELEVATIONS L a L v, L ,n - L L � o � L m o o ,- c � L �, AND CITY OF LA PORTS FOR REVIEW AND � +- v +- o L o t- ,- -r o L o o t- L L � c m o + i? � a L +- o o m.c v o c o m o 0 o m o> o APPROVAL. N V 3 m .� .- N - m O p- - .- - ,t, O N u1 - a � O v �t-= �- N v m m � m .- 3 m m N m .- 3 .- .- m m .- O� U c m m .- N �' }o- m O9 REMOVE AND DISPOSE EXISTING STORM ANHOLE. 1 � d.. � .. ....� ..... .N ^ .� �. ro N PROP EAST o `� rn o M ... M M w ... +� AND WEST 113C adm �o +.- +°' � west row � 1 RECORD DRAWINGS- WGW DUNE 2011 o � 0D + O1 PROP EAST N _ N �- • , ' +oo _� �w REV DESCRIP110N BY DATE �� o'- X[ST CL STREET = AND WEST: THC �� ^> __- _ _ - - - 'east row- - - - _ w eost toc - - - - - - _ i .. fl W � � ..._ :._.... - � _ _ .. _ 12%: - - ....east toe' ' .:.-_-_- .� -: .. . 0. 8� 0.28% - - .47%.... - ....... West tGC � EASEMENTS CALLUTHEB ONE STAR NOTIFICATIONT773T 223 4567 -0.27%- - _ 0 PRIVATE UTILITY LINES SHOWN PROP CL � � � �1 ....:...................:...................:STREET........:...................:..................:. .. .............. .............. ......... ........... ............... ............ ........... .............. ....... .......... ....... Date: - � -, T c Approved onlyn fo9Ycrossing underground ductlines, unless noted. =� _� � � Valid at time of review only. STA:14+30.07, 5.70E Date: Approved for AT&T Texos/SBC underground ............................................................................:....................... -- - 8 XSr..RC FL 5 ndu�t facilities o y g lure valid for one year. _: G-R�OT-O EIS N� lER ..... ...... �''--" i i � REMOVALPOFI 24"ARCP - - - � PROP 5-YEAR �HGL Date: �... ........................... ..................:.... i na � � `-,. � � � �--1'" "'"'I in � ���, � CenterPoint Energy/Gos Facilities E - ` � 8' San SWr _ (Gas service lines are not shown.) N �` � � 4" stm swr / � 6., PROP 32'�8'x5' ........:...................:.................:..................:...... .. .r. .......:......... '......:...................:...................:.......... ...... ......... ....... ............... PROP 31 8 x5 �� �: R 3'^�8'xb' :RCB ®0:10%• • • ��'��. � RCB ®0:10% RECORD DRAWING :PROP 259'�8'x5 RCB � 0.10� RCB ®: 0,10% '' - � ne i� wa THE CONSTRUCTION CONTRACTOR RECORDED •CHANGES ter I i ne: PRINTS OF THE CONTRACT STA:10+00.01, 2.58E � �;ne MADE OUR G CONSTRUCTION ON 1 � IN 8'XS' RCB FL:11.32 6" Wore FL=11.52 FL=11.62 DRAWINGS. � r- i . IA S INC. HAS CREATED THIS RECORD _.......................................................:................................:................:. � ........... ............. ............... ............ ............ ....... ......... .......... ............... Y THE �� ............. .......... ... ... ........ DRAWING BY POSTING THE INF RMATION SUBMITTED / / � _� CONTRACTOR ON THE ORGINALS OF THE CONTRACT B =-�-- == � DRAWINGS. ATTESTED BY `~ 3AJ1 SIGNATURE• DATE: � wo v WATER LINE THRU TOP ............................................................... � .. NAM : �.�' ... z.............. .... .... ................ ......_ OF EXIST 60 RCP SlTvt ................ .. .. ....... .............. ............. ........... ... ............... ...... ed�. .in #asp 'P.E. 0 N^^^ a N °' .. � °0 Z W" LANEANDOPROFlL 15" m �-,. P E �r 8" San swr O M M a• ,n - - - � - - N� - I.� 1 � STA 10+00 TO STA 14+00 �. -. .:.. � � ��� � = : of � � � stm :swr mh � San swr mh #92� pp f- .- ^ � �r N ` ± � N � 54" f I9.12.43 (n:1 15" f I � 8878 I n) Ih � N `^ � Klotz Project.."° OD1 a .•,,,w"v „�,v.. 24"fl= 13.93 IwJ 8 fI= 13.68 (sw) � ���� Drawn By C�•.�•�•���� � � � �. __ N 0127.012. a v~irr � tJ tJ � N I`' W � 24" IfI= 13.63 (e� � � � w w W e1„-2 '. MIJ hacked By SB Oaf a 60 fl- 12.23 (s:) 15" fl= 8.78 (s) a � A s" f I = a.a3 (ne) scal - 0 H, 1 "=2'V oate AUGUST 2010 10+00 11 +00 12+00 13+00 4+00 DWG "° Sheet 14 °f 42 o w z LL Z nt g v' cm � G a w p _� m - - z �_ Z _ • a z m "¢ � _ � Q o. �' � a ❑ LL ,_ _ I n �. o I o � o N (n � o ( c � � v � � �' z "' 3 (� + � � 'v � � _ � � � � - a � � � m J �� �o � 0_� o� - o 0 0 a ¢ � c p�� a a CQWQ "� O d'�LJL..r I CV �WaH', o N Lei. 0_ CA '', cV O _._ / m v 3 v 0 0 .j ° D: m v w Y v` a o '', E ,o 0 0 0 0 0 0 J� � q) -tL- .G U � .� C yL � � E 7�' �� ,� O L '� u) - QJ .F q) L L m L -!- O L q) � Q) q) q) �} � `•_ Y L L � rl't'1( (�F I A PnRTF � � p Oi M L L a � p i- L Y -j N q] N N L t q) N L 3 N N Y t � q) T L q) q) Y L Y L q) qJ N L qJ q) N G L . L � - t, p � C1 N -' E q� � N L q) L q> q) q) p' � > C � v � 3� 'o � +L- E � � T o E c � � � E } � � t � � + � � o m 0 20 a0 � O _ ��! PLANNING DEPT.ENGINEERING DIV. `'' CONNECT EXIST 24" RCP q"i m cLi +L- e a a � 'L > a > "' L L o � � $ � � a v 604 W. FAIRMONT PKWY. �\ � TO PROP STRM MH a, gLni � avi a � o � � � �v � � ; 3 � � �° LA PORTE. TEXAS, 77571 p�.:t, � � � � � � M - .p N � N 1"=20' 281-471-5020; FAX:281-470-5005 EX 1SAN MH �� m � BC=19.47 °� ° o a> � 1„=2 �\ !L �• 'L CONNECT EXIST 24 RCP � � � ` STA: 13+94.56, 50.65E � A TO PROP JUNC110N BOX � GENERAL NOTES RIM:20.55 � m a �_ � FL (24"): 14.57 (W) CONNECT TO PROP CURB INLET ° �\ ° i� � 25' RAD f � � ° FL (24"): 13.79 (E) 25' RAD EX SAN MH #98 STA: 16+75,90, 13.76E � N1 � 1. CONTRACTOR TO FIELD VERIFY LOCATION AND � , / � V� t 4 RIM:21.19 TC:19.45 � £� � ELEVATION OF EXISTNG UTILITIES. IF ANY FLEETWOOD DRIVE 1 � �' �.E FL (12°): 9.29 (N) FL (24"): 13.87 (E) 25' RAD ?�, -� £°o DISCREPANCIES EXIST, CONTACT ENGINEER AND STREET AND DRAINAGE 4 I ° �� � PROP WTR UNE-OFFSET \ ° ° 5, CITY OF LA PORTE IMMEDIATELY. �:,- •; � SEE DETAIL ON PROTECT IN PLACE � 16 FL (8"): 9.77 (E) � � IMPROVEMENTS 2 BG�=19.g2 - SHEET 33 EX LIGHT STANDARD m\` FL (8"): 12.19 (W) 18 PROTECT IN PLACE � �° al PROP WTR LINE OFFSET 2. RELOCATION OF EXISl1NG PRIVATE U11LI11ES BY AFL (15"): 9.19 (S) EX LIGHT STANDARD � ' ° \ m SEE DETAIL ON �' � 1s s1 � � � \ \ � o � oT»ERs. FROM SPENCER HIGHWAY TO > BC=19.62 %� ,��, � ° � SHEET 33 HCFCD 8106-02-00 � ° . _-��- - rYA ' �� an sw °-{ -�� £ "� �'-t` \ � 4 ° 25' RAD 3. ANY RE -CONNECTION OF FIRE HYDRANTS, CITY OF LA PORTE TEXAS � �� \ y-o--4 \' � r, ° �r �2" san sw VALVES OR AFFECTED WATER SERVICES WILL BE k O - - ��---��-�---� -`' � BC=; s. �o ° � - .,,,,,_._.____ _ - k I O t Z' , � a S S O C I a t e S O � co � ____ ___.__ �-� INCIDENTAL TO THE WATERLINE RELOCATIONS. D O , � � 't � 7 _50 LF + � _ ncrete sidewalk 1 ` ° ° � _ 12" san swr 2 ° r _ _ e 500 ------- - ---. c------------- -- • --- =-.- �u> + �., �_ . - 1 0 ___---- ----'--------------- ____ � _ = 281 589 7309 % � -- ___ � `----- - _ - - _ _ EMOVE AND REPLACE EXISTING PEDESTRIAN ' _ _ _ r2 rG _� D ____-_. _ BC 19,HOc - - --- <�__<- °b ° -- p ---__ . ��'rifer�'bmi-Fmergjr�__-,__ _ � "� °------__ _ _ ____ ___ ---- ` - _ � RAMP AND SIDE IMITS SHOWN ' �- ° -----"-"-""----------- - -�--! -- _ CONTRACTOR TO ENSURE THAT PROPOSED y _ - ----- ----- _ _ - - _~ 09 �79 LF n. � --------------- - - - -- Ll �. r, o ° � WALK AT L ° '�-_�_--_ � y PEDESTRIAN RAMP MEETS ADA/TDLR n ° �� ° Texas PE Firrtt Reg. /� F 929 PC; 14+04.28 � T' W � ° *. -. --_ _ � -`- -_'- - ----_ ----------- ______ ° __siz--� .--- - --- -I^-"-""" ° ' REQUIREMENTS. REFER TO DETAIL ON SHEET 36. BENCHMARK INFORMA110N: �� �o L 2 ° �° ,a ` --26q° ° m 5�9nG °• - enter omt Ener '° � v 2 'D APPROX CATCH LINE ° D :ni FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK - 0• 8 9Y ° ° BC=19 22 �' •�. BC=19.84 e. D = O3 REMOVE AND REPLACE EXISTING LIGHT STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND �'- 5�1" stm sw CD >. _______ 2' IP PLA Gas tine ° N 02s18 rhF _ 9��32 4�' = _. < _ - - °- - BC=19.20 - p � ---___ ` 48'� stm sww� OWNER PRIOR TO COMMENCING WORK, � WITH ORIFTWO NTERSECTIONOFOUND IN KEY MAP OE539 CORNER _ U STANDARD CONTRACTOR TO COORDINA �' _ �-"--- ""---�- r ° ° l THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. � �.,. _ 20' RAD 0`�'. ,;voter 4 i nep .° I ' ! -.-_-. �--��-1 tr .��+�r 0 ' �q - - LEV.=20.84 VD 19 001 ADJUSTM 2 y-.-p--� _ _ ___ �' '-cone s i dawn, -------- _ 4 REMOVE AND REPLACE EXISTING SIGN E NA 88 2 EN ° � --� � CONTRACTOR TO COORDINATE WITH OWNER PRIOR REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BG= 9,81 _ - _ � �------ - -• BENCHMARK INFORMATION. n ° �' - -�- ,.1L _ .� _ _ �(L __ _ - s,6�e° 2 �. TO COMMENCING WORK. BC=19.41 >�-� BC=19.90 6" water I i ne ,� - - --� � . lot 22 \ CenterPoint Energy � � • 7 % � � � ° . 4 / 25' RAD O5 REMOVE AND REPLACE EXISTING CLUSTER FLOODPLAIN INFORMATION' • � 0•`1'1' � o Q PROP SAN MH � � � US ST, '! MAILBOX AND CONCRETE PEDESTAL. CONTRACTOR t R• f 25' RAD a 1 - t LT. Coble 2 � BC=19.92 ' t °� 50 �t'1 STA: 15+83.33 6.75R � , ° � TO COORDINATE WITH OWNER PRIOR TO THIS PROJECT PARTIAIIY UES WITHIN SHADED ZONE X, P � N t o R• ( OODPLAINSACCORDINGBO F MA FRM MAP NUMBER BOX CULVERT 2T' CONC ° � WATER LINE THRU TOP 5 � \ Lot 1 \ 25' RAD N 50. Ow' COMMENCING WORK. BEND LEGEND <' N t vtA1 48201C0940L, DATED DUNE 18, 2007, OF EXIST 54" RCP STM � £ � PROP CURB INLET BC=19.37 °' ' ° C P y b . `° 3 � STA: 16+75.90, 12.87R) � ° CON �7 PROPOSED 24" STORM SEWER LEAD. PIPE lO 4.5' BEND - � � `� \ TC:19.33 � 2�, n o SLOPE IS 0.50%. STA:14+13.76, 4.67E � °J � �.E v r-°� � � � � � +- .� 16� � FL (24"): 13.91 (W) --��, �' ,L, �, L � � L inn-�F�,.. °x � ®CUT AND REMOVE EXISTING SANITARY SEWER O 2.5' BEND - - � e m T m + � STA: 16+75.62, 4.56E � a.c.c -> m +L- � � +- ` �, @ as + LINE. INSTALL NEW 8" SANITARY SEWER AS t p v `- L QL L m � £ > c SHOWN. PIPE SLOPE IS 0.44%. CONTRACTOR TO L °i' > > � > m Y m } �' � a> > L CL=19.64 p- o. v o�-!°'- c' n o.o L � $ L -Y _ �� Y v +- T > a SUBMIT A BY-PASS PUMPING PLAN TO ENGINEER +°i-, " � o > m o � � AND CITY OF LA PORTE FOR REVIEW AND � w 3 m m N 0 3�° `� ro � � m a� L �= o o a APPROVAL. y. L �� a� o> � t �p LL � 3 E � 3 m NU (� REMOVE AND DISPOSE EXISTING STORM SEWER 1 RECORD DRAWINGS WGW DUNE 2011 REV DESCRIPTION nn''nn II� �'�rFF BY DATE iiY�i�.Yd�i. AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PRIVATE UTILITY LINES SHOWN Date: CenterPoint Energy/Electric Facilities Approved only for crossing underground ductlines, unless noted. Valid at time of review only. Date: Approvetl for AT&T Texos/SBC underground conduit facilities only. Signature valid for one year. P Dote: CenterPoint Energy/Gas Facilities (Gas service lines are not shown.) RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY Q SIGNATURE1: DATE: • � �� NAME. �i��ei �bin�}a��'P.E. FLEETWOOD DR. PLAN ANO PROFILE STA= 14+00 TO STA= 18+00 Klotz Project No Q127.012.001 Drawn By AMJ Checked By SB a- sc°let"=20'H. 1"=2'V Date AUGUST 2010 OWG No (Sheet 15 Of 42 I ~ I, m �� � w � o _ w � z z �z +� z � _o _z mW j 0 F Q ° � ❑ a o _I T_ o 0 � F' N � N c°wn Z �� Z a � _ OI w � � + _ � of$ � ZZ� z a a) _ �o Q °� o ., Q � � � � o U O O Q O IW oWaF- OJatSS N LL d (A i • ,� N L L N N N L N ° LQQ � E t- .� � � � + Q) L L i- -F- '� Y N � O N L .0 N L N S.. N L p �. E � - aa � E = E ' L .o T � T � � _ �" � � � •y N� � a ° � ° _ � CITY OF LA PORTS c� o n a ° m m m ,u ci - - �+- y- a o" - � '�' c c O 20 40=,..�OG m a�i � � m � o, � •� •+ "' 3 vc- Svc- N w � o o � ^� ' � PLANNING DEPT.ENGINEERING DIV. ' � " " " � °' " ('- � � � 804 W. FAIRMONT PKWY. .N-- M '� N iv �, m �--+ � � 11' =2 ' ,�,,. - LA PORTS. TEXAS, 77571 BOX CULVERT t ' i 7 f�'� I L j � > > 281-471-5020; FAX: 281-470.5005 BEND LEGEND 16' d,E� o ro--`� •. BC=20.03 F.--_ _,___ CONNECT TO , �.{ GENERAL NOTES I CONNECT TO � � � � EXIST SAN MH #110 � t O 8' BEND - � EXIST SAN MH #105 m m PROP' WTR LINE OFFSET STA:19+53.58, 3.41E I' RIM:20.86 � ° RIM:21.11 FL (12"): 9.66 (N) ' I � °' I �° .i i SEE DETAIL ON � FL (12"): 9.76 (N) � W � Lot nn 1. CONTRACTOR TO FIELD VERIFY LOCATION AND �-� ° SHEET 33 � o FL (8"): 11.46 (W) s o9 � ELEVATION OF EXISTING UTILITIES. IF ANY FLEETWOOD DRIVE FL (8"): 13.16 (W) � �, i � lot 26 PROP TYPE "C" INLET 5 RAD 1 � " I � DISCREPANCIES EXIST, CONTACT ENGINEER AND o I STA: 19+53.74, 13.73E � FL (8"): 10.04 (E) t ° ' CITY OF LA PORTS IMMEDIATELY. STREET AND DRAINAGE FL (8"): 9.94 (E) ° i o n � p � 25' RAD 4- FL 12" : 9.71 S I � 5 TC:19.49 BC=19.69 I _ � � ( ) O ' .,, FL (,r'): 9.s, (s) � �, ° F ° \I r o � IMPROVEMENTS wood f � ° � BC=19.93 y � wood fence 2, RELOCATION OF EXISTING PRIVATE UTILITIES BY Q -_ -_--------_ �r o/ � � 6 LF ' oos I 2 c. � 12" son swr __-________------.__.--- OTHERS. O -___ _ FROM SPENCER HIGHWAY TO --..______ � I n e _- ____ _!-------- - - �° j 2" s��r I - - � - _�----"--'- -- --�------'"- 3, ANY RE -CONNECTION OF FIRE HYDRANTS, HCFCD B106-02-00- + 12 son swr "� ---"-` ower one _..---- �- VALVES OR AFFECTED WATER SERVICES WILL BE CITY OF LA PORTS TEXAS � � _ _ cone s i dew° 1 k o� o' 2 b cone s i dew° I k o overhe�P------- INCIDENTAL TO THE WATERLINE RELOCATIONS. S ' < . �. - _ __ _____ __ � _�� � I� a s s o c i a t e - - ----- : _ CONNECT EXIST 24" RCP � `' I- ' 8'x4' RCB ®0.109' - - - � -TO PROP STRM MH � � ~ r- Y W w "`------_=______�_..______ �� Gas -Line �a 3 --- '_'_ --- _ e 500 Z � - n---- - ______ _ ---_._ _p ------�------- 5" - ------ __.__ - _ �.--- - --""" TR I AN s, 73os ° CenterPoin . nergy � _ � 2S M SWR � 0.10% w 48" STR P Gas Line w (� 21+00 u=i 02 REMOVE AND REPLACE EXISTING PEDES - � ------ ----j'---19�xo�-'-_� -cs-- p �t� g,. -a 7257 7F0281 5 w ° f o p __ -_�. __-__- �_-�- ° � _ ._-° - z '-'-' W IP� 35 LF ro� RAMP AND SIDEWALK AT LIMITS SHOWN, �2.• Houston, T T 281 589 8 = to D R . ®� 36 LF p. ' "---"" - - '- - - - = -i--' o - - _ -'-� � a ° U � CenterPoint Ener y W Texos°PE fFi �Retz.co F-929 �, CenterPoint Ener ap o p . ABPROX 5 In CONTRACTOR TO ENSURE THAT PROPOSED �>' ° � -,' US �. LT. Coble y `O ° 1 BC=19.49 g °, �' � PEDESTRIAN RAMP MEETS ADA/TDLR ---_.._.__ ' ° o CATCH. LINE r � � I-- ----- � tJ7 � 17 LF o 0�28 LF �. �. TWOOD D°R • ° p N ------""'-"�-" REQUIREMENTS. REFER TO DETAIL ON SHEET 35. Q - 1gn ° G _ ° � c � � _ _ _ `� ,5�j° > �- qg" tm w BENCHMARK INFORMATION: -�----_.___ �" s�m'swr ° 2 s �� _� 03 REMOVE AND REINSTALL EXISTING LIGHT FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK - � - STANDARD. CONTRACTOR TO COORDINATE WITH STAMPED 010310 AT THE INTERSECTION OF FAIRW000 AND '-� - 48." st swr � OWNER PRIOR TO COMMENCING WORK. ---�----_______ _ I k c _ s i dew° I k _ s � qn _ r •� DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER `� 1-�_-,�---�ii_ _ _-_. - wood f nra p t - � _ -`_ n OF THE INTERSECTION FOUND IN KEY MAP NO. 539-Y IN - � 1 =----�iL _ - - L__-_. f� - SO� �-----t -" � -�e _ •_, _ •_ �/----_ =:--jJ wood fe C � � 1- THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. �.,�t o -� o �es° � 2�""-- � wood fence � =� � (4�REMOVE AND REINSTALL EXISTING SIGN. ELEv,=2o.84' (NAND 1988, 20oi ADJusTMENT) a � � 3 � � $. 25' RAD gC�. 0.06 � 1 3 6,� °'° ONTRACTOR TO COORDINATE WITH OWNER PRIOR � co � 16, U•Ei � 25' RAD ♦ � 4r �� �, � I'n TO COMMENCING WORK, BENCHMARK IN ORMAO ONOL SHEET 8 FOR TEMPORARY � � Lot 1 � ° BC=19.38 N � N ' fire hydront w/tb Nam° 1 '` ° p •+- PROP SAN MH o � O5 REMOVE AND REINSTALL EXISTING CLUSTER -� `I o 1 L°t 44 � BC=19.66 u, ° 6 BC=19.84 \ a STA: 21+30.31, 6.75R �� '3 ' MAILBOX AND CONSTRUCT NEW CONCRETE PAD, FLO�PLAIN INFORMATION: 'a PROP TYPE "C" INLET �� Q � � � '`• 3 u•E CONTRACTOR TO COORDINATE WITH OWNER PRIOR 5 � �, STA: 19+53.74, 13.33R m 1 0 50' R.O.W � 1 I 16 THIS PROJECT PARTIALLY LIES WITHIN SHADED ZONE X, PROP SAN MH ° TC:19.49 � t 1 � TO COMMENCING WORK. AREAS coNSIDERED To BE WITHIN THE sDD-YEAR � ' ° � � � ' � FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER STA: 18+60.12, 6.76R � I � ' FL (24"): 14.18 (W) � p♦/MT ' � � 48201C0940L, GATED DUNE 18, 2007. �, 27' CONC % /\ o � E � Q7 PROPOSED 24" STORM SEWER LEAD. PIPE SLOPE °' � � \ �, � Y i °�' E � ®CUT AND REMOVE EXISTING SANITARY SEWER ,�,.� � � 3 ° ° .� � o,� � e •� - LINE. INSTALL NEW 8 SANITARY SEWER AS SHOWN. x � o��._Y � � c � °�' � ° � o = ° .`_' a � PIPE SLOPE IS 0.44%. CONTRACTOR TO SUBMIT A � i +•� \ E L o o L' � .r -r- BY-PASS PUMPING PLAN TO ENGINEER AND CITY _ ° a�+-„-, � N c m � � c_ c � r' o. � � m a"i N ° OF LA PORTS FOR REVIEW AND APPROVAL. L. � - _ L O iL- � .� O +. a L a7 N `Q. °. � •� N j rn N N m m.c o � � o o � 'o o„r, 3 O9 REMOVE AND DISPOSE EXISTING STORM SEWER �- y- N E '* 3 '-`- PIPE. o N � Q Q Q � �1 � � FL=10.34 AS -BUILT ELEVATIONS Q 0 0 � � N O c N d' O �� N^ 22 0 22 1: p �^ .� •. .. rn....:.... ...... ....... ............... ....... ............ .......... ............ ........... ........................................ ...Q............................RQP..EAST. ...............+ �....:...................:........ ...,A � .. ...............:.............. .00 �. ..............:........... } � PROP � EAST.. + � ........... AND WEST TBC rn + +� o'- AND WEST TBC o� � '- � °''-: N " N � N 1 RECORD DRAWINGS WGW - JUNE 2011 ti i S� > > EXIST CL STR T�� � REV DESCRIPTION BY DATE east toe w > � �� 20 - --- _ - - - - �- west row o_ - - - a w a w o; w _------- a w _ - -_east to �_ - � _ � - � _ _ - � � _ - - _ : - : ........ .. ..-- .....-- ..--- ............. ............... ............... ............... NOS ° � ;- � � 0 25% � 0, $ ° � .21� 0.36% - EASEMENTS CALOLUTHEBLONE STAR NOTIFICAT10NT713T 223 4567. 20 Q PROP CL 1 PRIVATE UTI<_ITY LINES SHOWN Q Q Q STREET °- c �TT_..- 18 � -, _ ; !.:.�............... .. ..... ............ 18 Date: � : � � '-� �� en En is ti d d tl nes nless noted .. O : / __ „ - _ � Appdrov oney fo sing underg oun uc i u F : .. nj : � w L at tam of rewew only. o ..:.. ..... . ...... Poin gy/Ele m_ ed r cros Va ' O tNi � u�i ri i PROP: 5-YEAR HGL p v - Date: N t v1 _ - C under round O � � � �tm Swr - ..... .. ....... ............... ............... ........... ............... ............... ............... PProved for AT&T Texos/SB v � f r n � Z � i A 9 16 ...................�................:..................................... :. ............... '..................:...................:...................:............ .....'......... ... ..................................... .. .... .............. .............. .............., nduit facd�ties o y g lure ald o o y �, � _ L �. .. ° ___-----=---- - - � _ � � � p tr PROP 250'�48" STRM SWR ®0.10% 1 '- _ ..:........ ...........:.. Si na a ear .. ..:.. 3 � - PROP: 257 �8'x4 RCB ®0.10%. e o n STA• 22+04;03, 6 85L ° �- -''- �' � „ vj°ter 1 �.n 48" STRM SWR FL:13.52 eY/ gate: - � er eoVnce Sin es are not°sho'wn.) o ,1ne ;_ i6" water IiGt = Cent ` i 6 FL 13,42 t Gas STA;18+00.00 7.72E 14 14 , �:............. ,. .................:............1........FL�.1.3.21............ ...................................:.................................................. .......... ...... ............... RECORD DRAWING ° 8 X4 RCB FL• 13.:11 � I ._ _ U _L �I /��- ff G CONSTRUCTION ON PRINTS OF THE CONTRACT __ __ _ - - THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURIN G. s r DRAWINGS. w 1 2 ; an RELOCATE EX 8" SAN SWR. � 2 Y THE ' 8 ° S swr KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD �...........:...................................:...................:...................:...................:.................:...................................:.................................................................................... ..... . PLUG"OP.ENING"AF'TER.. o RELOCATE EX 8" SAN SWR. f RE OC N CONTRACTOR ONS THE ORGINALS OF THE CONTRACDT B a GROUT OPENING AFTER L p`¶O DRAWINGS. ATTESTED BY PLUG OPENING AFTER o RELOCATION. REMOVAL :OF 24" RCP : - SIGNATURE: DATE: / � E - - _----- - : --: -� •o � 0 PROP 22'^.8'x4' RCB ®0,10%: 12" son :swr-�� .... ... ............... ............... A ..................... � 10 S}eV2 in o'P.E. ..................:...................:...................:... ... o � �_ `� z W� N o�• z 3� FLEETW000 DR. O 8 � o c 3 cn � � � - � N O O N ZO . ' N st N c � v °� o � 3 v �............................................ .................................................. STA=18 00 TO STA 122+00 ...................�.......................................:...................:...................:...................:.......... �.... •.. ,. .... .....:...o.o.o.o.....:...................:................. ...... ............... ... ....... O : : # �o �o .- M�tY• d� f' � � • '� 'd' M rn .- rn c :.#. ..i9 io':- ' .:.. .. . .. 8 o E o � � � STA P 18+6012, 6.76R � � � � � Z .- � � � _ O M V M v PROP 2 +30 31,: 6.75R € N � i a' o' ct No 111,"_�,,, .1 "2.001 „_• ,,,. o + � + :r, � � - - Klotz Pr Ja 01'L'], -_- STA: 1 '� o u u u u it ^- N w :, _ � RIM: 19.50 � N N rn a � d- N rn '"'.�-.�- �+- v- RIM: 19.55 �, ,� _ ,� Drawn �By AMA Checked By SB � - " `'- """ " o " a "`-' "_ �� _ _ _ _ EX FL 8" 12.&0 E " `'- � 6 �., N _ N : EX FL 8 12.25 E la- _1 J J J � � J J � _ ; � � Q To Q „ . : c _ N �:. ,- •� ::u •- N li � l� ti n. C� lL tL lL � .i-- v c� v r� � vU, +�- � �, � S°Ole Date _ 6 1"=20'H, 1"=2'V AUGUST 2010 18+00 19+00 20+00 21 +00 22+00 DWG "° Sheet 16 °' 4.2 '' � I F 0 � w m �� �. ow _ � F z �z � Vr � a " z m� - o E QO so � � ¢Q a ❑ o a n ,I__ � II O h � m N u' �� zN �� � to � - � i om h p� �� z ois N • a N � �� �� - �� ¢¢ O Q � N o vp� c�r� Lut'- v��o O UJ d � N LL D_ (n-.. ') • PROP TYPE "C" INLET t- x x x+- L L m m m `� > c -- «-• - - � STA: 22+56,92, 39.99E ami v.-°+ L L '- °' o � o 0 ot� > L Y m {' •- L m L •- - of •- m L ._ m m m m m m c a a s ._ m •- .f- t -r o .N -TJ TC:19.81 0 �" - a � L -v a } � - � - - - � ° � � � -� o Y � L � �FL (24"): 15.74 {N) c '- �' °> � E L r � � •m .o � .o .o t- > � Y N `- ° ° o - -°-' O - FL (24"): 15.74 {E) � m m a M o E � E E � V � �\, � ° 'o �, a o C7 � o} c+'-+> o Y n YYt} oo + o � 0 20 40 f t. ^, •E f, ,� 3 r-n ,� _ N �, L o � � u � � � �, � ; � � � ,� - - °� � CITY OF LA PORTS m � m � �� m m 1"=20' � -t PLANNING DEPT.ENGINEERING DIV. �;` ° � 1 07 �27 LF + I Z I 1 "=2' 604 W. FAIRMONT PKWY. �ji ° O - '� CONNECT TO CONNECT EXIST 24" RCP r O I LA PORTS. TEXAS, 77571 TO PROP GENERAL NOTES - O a _ EX SAN MH #117 + BC=19.84 � r 0 25' RAD � ° p PROP TYPE "C" INLET RIM:21,32 I BC=20.18 N -I o 28 -471- 020; :28 ��� = I STA: 22+83.77, 39.99E FL (12"): 11.72 (N) � '16' U•E� I = BC=19.68 =,, s,E } }"1 o TC:20.12 FL (8"): 10.72 (W) PROP TYPE I " I 1. CONTRACTOR TO FIELD VERIFY LOCAl10N AND PROP TYPE "C" INLET Cal r" FL (24"): 15.87 {S) � FL (8"): 10.90 (E) I CenterPoint Energy STA: 25+01.57, 13.39E � I ° STA: 22+25.53, 13.10E - � ( US ST. LT. Coble TECT IN PLACE ELEVATION OF EXISTING UTILITIES. IF ANY � FL (12"): 10.57 (S) � TC;19.97 m EXIST LIGHT STANDARD DISCREPANCIES EXIST CONTACT ENGINEER AND FLEETWOOD DRIVE � TC:19.65 ° ° 25' RAD 2 c Zvi i 1 L m Lot 12 25' RAD -• � m ° � m � � ,� � FL (24"): 15.86 (E) a CL=19.71 '4,,��' m CITY OF LA PORTS IMMEDIATELY. STREET AND DRAINAGE REMOVE AND � � CONNECT EXIS 4" RCP o � Icnter REPLACE EX CONC o 8 a �' � REMOVE ANO REPLACE 7 � _ -� TO PROP STRM I�-I °o I �`�.c� -� � w/shrubs o 2• RELOCATION OF EXISTING PRIVATE UTILITES BY IMPROVEMENTS SLAB ^•74 SF � ' BC=19.47 � � � 7 �34 LF '- � " 3 EX CONC SLAB ^�31 SF o � � o -� �. � 4 PROP STM MH 3 � � PROP STM MH � � a .. � 25' R D �3 OTHERS. STA: 25+01.45, 5.74E � ° 4 FROM SPENCER HIGHWAY TO �, STA: 22+86.86, 6.51E wood fence � p 3. ANY RE -CONNECTION OF FIRE HYDRANTS, _ _ _ � 12' san s r. - I-,may.-,�y��y/ 1• �� y ��- ^?1 z' san swr HCFCD 8106-02-00 O ____ O � o BC=19.80 -- '�- o _ - VALVES OR AFFECTED WATER SERVICES WILL BE CITY OF LA PORTS TEXAS O o� BC=19.44 o conc sidewci conc sidewalk 4 BC=20.42 INCIDENTAL TO THE WATERLINE RELOCATIONS. . + ___ �� a � � 0 2° °°2 °°nC5' klotz�/associates PROP STM MH _ _ _ ----- _ _ ° _ _ _ _ _ KEY NOTES N 7 �8 LF STA: 22+25.53, 5.70�° < ry' Oq° � ° ®� 35 LF H ° < -� �•� 9, ° C O^O 7160 Dalry Ashford, Suite 500 N � C®nterPoi E - .- .1 �S 02 REMOVE AND REPLACE EXISTING PEDESTRIAN � � - 'ne 42" STRM SWR ®0.10% 3 a - -' 42" STRM SWR ®0.10 W T 28L589.7257 7F0261.589.7309 RAMP AND SIDEWALK AT LIMITS SHOWN, W w ° � ° a a a° a O U �. � w Z = -=S' -- --- ---I-=-----1----= --•a - - ----i -� --z --- - � ROP TR'LINE'OFFSE7 � - --- = CONTRACTOR TO ENSURE THAT PROPOSED houston.offtce®Idotz.com _ rn BC=19.&1•� � - ° PRaP WL OFFSET ° a I Cerr4erPoint Energy � 7 � SEE DETAIL ON � _ a ° � PEDESTRIAN RAMP MEETS ADA TDLR Texas PE Firm Reg. // F-929 BC=19.75 APPRO)� b� ov. ° w � J w ° PT: 22+28. SEE DETAIL ON cCATCH II�E F �- �E TWOOD D 3"pSCH 40 PVC LT�obie �� 4 SHEE 33 ° �• �L=20.16. �' REQUIREMENTS. REFER TO DETAIL ON SHEET 36. = v e n" SHEET. 3 o p (° ° a ° N BC=20.07 ° m ,' .cn. _ < _ < _. _ _ _ _ < _ _ < = BENCHMARK INFORMATION: U - _� ° 0 42" s m swr s � Q3 REMOVE AND REINSTALL EXISTING LIGHT � _ 7 �20 LF - 36" stm swr STANDARD, CONTRACTOR TO COORDINATE WITH FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK Q � - co OWNER PRIOR TO COMMENCING WORK. DRA�o�10ocnTEli oNEw� rarGnl�souTFi•IEnWs°rDCORNER 6" water. line 6" woier lige - _ _ _ - e�i e-�- _� � OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN � � 2 4 PROP STM MH-�;---� "'�- �;_----� / � THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ° - - f-� - - w - 4 REMOVE AND REINSTALL EXISTING SIGN. r�„ � '� a `'` STA: 23+02.10, 20.20R wood fence i wood fence ` l 3 - ELEV.=20.84`-(NAVD 1988-2001-ADJUSTMENT} 6" waterer �� BC=20.46 ONTRACTOR TO COORDINATE WITH OWNER PRIOR hedge � ° i 2 � PROP SAN MH � � � � I i ne m 25' RAD � ° .� / � TO COMMENCING WORK. REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY °' BC=19.94 c c v � .� � BENCHMARK INFORMATION. ��{{ � STA: 24+01.12, 6.75R er � -�I PROP STM MH 09 ^'70 LF a4.' �° o w ( v 2 �REMOVE AND REINSTALL EXISTING CLUSTER (a Y°lSTA: 22+32.78, 17.92R ` 0 10 � ( ° -o � PROP TYPE "C" INLET " ° CL-19.82 , T \ � � - a o 25' RAD °o F °o STA: 25+01.13, 13.09R � c� 4 25 RAD MAILBOX AND CONSTRUCT NEW CONCRETE PAD. F�I_OODPLAIN INFORMATION' o 1 7 ^'37 LF � Lot 18 ( ( Lot 1 = � CONTRACTOR TO COORDINATE WITH OWNER PRIOR 3 � 3 � 3 TC:19.99 t_n I I " _. � n n, TO COMMENCING WORK. THIS PROJECT PARTIALLY LIES WITHIN SHADED ZONE X, �9 �60 LF I FL (24 ): 15.91 (W) c � a I BC=19.80 AREAS CONSIDERED 70 BE WITHIN THE 500-YEAR r r 16' U. E I PROP STM MH to � l o o ' 1 FLOODPLAIN ACCORDING TO FEMA FlRM MAP NUMBER BC=19. Q7 PROPOSED 24" STORM SEWER LEAD. PIPE 48201C0940L, DATED JUNE 18, 2007. o ' 27 CONC PVMT o pROP STM MH �"� STA: 25+12,13, 20.82R � �- � ° SLOPE IS 0,50%. _ ____ -' PROP TYPE "C" INLET STA: 22+86.87, 53.39R I I I r- o, n � 1 STA: 22+25.53, 13.49R CONNECT EXIST 24" RCP �rt '� ®CUT AND REMOVE EXISTING SANITARY SEWER Q CONNECT EXIST 24" RCP TC:19.71 � � 7 �26 LF Q I r' LINE. INSTALL NEW 8" SANITARY SEWER AS m F_L 24" : _15.64 W o o I TO PRIIP STRM MH - • Y Y �' m I m ( ) (_)_ a ( T o L L L L m t m TO PROP STRM MH SHOWN. PIPE SLOPE IS 0.44%. CONTRACTOR TO L � m � CL --- � m +�L�L L L -N•. N '" `- ° m- °''- ? "''- °' °' PROP STM MH- } } - -- ?'- L •- SUBMIT A BY-PASS PUMPING PLAN TO ENGINEER _E o o �o L o- o 0 0 0 o m o � � a= (i L U L STA: 25+23.31, 43.59R a' E °4 o; - Y •- >. E E E E E E m a> m L m co •- pp •- o > c - m� E E > m r N AND CITY OF LA PORTS FOR REVIEW AND O L O L L (� t- - m O L D_\ L E L E \ - O - \ O \ a m m t O t- Y m� Y Y Y Y O L L m m .n m N M i- i- m M Q d O �' Y Y L M O .- APPROVAL. cno� o o m>omoo ooa�c o m m v+ °, > o>o>� c t° oocm �o a m m L +- •- L •- •- •- •- •- c v� -r 'o a 'o i-'o m +- m i-'o •o � = o� c •- •- •- o•t a a � m m - tt) - •-OL{-LL L LL = O m m v m tD o C-O-Om C O to •- o L L L•-OC v C v L L m � m v- o'n h a a a a a � •N °' 3 .c L c� � "' "`'- m " m "� "' `" " w E a a a N 3 "' �" "' O9 CUT AND REMOVE EXISTING STORM SEWER PIPE. . 10 REMOVE AND DISPOSE OF EXISTING STORM o PROP EAST AND WEST TBC Q ANHOLE. N ON � � Q: � � � /�\t N : Q �Q 1 °N� 1 c 22 � M N � � � o � �� PROP EAST � � : PROP EAST 010�� ` � o o � .+ O.i .. . N � . : T � Mtn : 't• .- � + ty : 2 2 .................................. .......................... .................................................ANR..�S....TSC...................:............................................. ... ............... ............ .... ............. ......... ............ ............... .... +rn .. AND�:WEST TBC...... ..t.... . N•- pt0 M� ... �.�.:. N .. ....� ' > .}. Qj a St rOW N tYeSf i"Ow W L,,I: Q -o S J N � „ w /- _--_______ _ _ _ - _ _ � - - - 5 w 5 J : 1 RECORD DRAWINGS WGW JUNE 2011 .. :.. ... N S - - 5 w o_ 1 a �`' FL-10,34 AS -BUILT ELEVATIONS �-`- w =- __._-___' aw XIST JCL STREET � w � - ---- --- .. _ _ _ _ D. w �I 20 - -- a w 1 -: _ _ ._:_ - - - - _ - - - - - 44% .26% � 20 SJOTJ_ ...�___ R V RIPTION BY DATE o_ - � ...................... .. .. .. .......: .. ..... .. ..... ......_..... .....................r.. .33%.. .- ... .... ............... ............... ............... ............... AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR � -0.36% 0.23% 4 � � - - . ... ... .....................0 °. ... .. . 5� PROP EAST EASEMENTS CALL THE LONE STAR NOTIFICATION Jt3 223 4567 est }oc -- --- co � AND WEST TBC PROP CL Q1 o ----- � STREET PRIVATE UTILITY LINES SHOWN 18 .__, � � 18 ....................................... ........ .:................ .. .............................:...........................................................: � � ...�...... ....... ..:... ..... ...... ............... ............... ............... Date: � � i � � � � � � CenterPoint Energy/Electric facilities EXTEND EXIST 36": Approved only for crossing underground ductlines, unless noted. c`I �� � � � - Valid at time of review only. o e. R� TO PROP MH : w � -� � � PROP 5-YEAR HGL � � Date: N - U w �- O 16 � A r v d f r AT&T Texas SBC under round � ............... ...:.... L�-�........ .. .... ........:......... .....:.................. .... ......... .... ................... N: pp o / 9 m -__`p U """"""" "" � 'c" - '•' ndwt facilities o y g lure valid for on y r. Pf�OP�'215'�42 STRM�SWR"�"O�.TO%. _ � - Si na a eo c � :_.. �- WOter t �e _ � __ 6' water I ine .. � ��- - 6 i'� .. ��-��� FL-14.21 Qt '�` •3 FL=14.11 � 6„ ___ - ' iv ,.•_ Dote: ....... ` .. .. . '`` CO o ° _ a - Q 4. N / � "�-���rc`� CenterPoint Energy/Gas Facilities � � 4 i;a •-_1 d � 4 (Gas service lines are not shown.) � ;6'' of r I ine ° s STA:26+o0,00, s.2�t_� RECORD DRAWING � : THE CONSTRUCTION CONTRACTOR RECORDED CHANGES I � � 42" STRM SWR FL:14.41 MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. w 1 2 J ^ p OP 70'� 8" CONCRETE: ARCH PIPE i� 0.26% 12" san swr '� 2 KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD tn........:.................. ..:... ..............:...... . � M � ......... .. .,......„.. ... ... ..............................:.................1 ��,.. s�..sw .... ...... .... PRIIP..22�rv.4,2�1. STRM.. SWR.. fpl. D.1.O%.......... / � .......,-.-.�-.. ............... ............... ............... ............... DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE :.. • PR P 32 �4 : STRM SWR :� 0.10%' ........:................................ ...... `a o r7 _ _._ __ _.__..._ __-__---.-____: _ __ CONTRACTOR ON THE ORGINALS OF THE CONTRACT o- � � PROP 249'�42' STRM SWR :® 0.10% DRAWINGS. ATTESTED BY � o � _ _ _ RELOCATE EX 8" SAN SWR. 0 o w PR P 31'�4 ": STRM SWR � 0.10% w n. PLUG OPENING AFTER g��11 E o � a 12 ' san: swr a --- RELOCATION.: SIGNATURE: DATE: 0 � - _ 1 n . 1 E. 0 .S.ev � � �' 1 + e, '0 0 � S --- NAM . w _..' r .............................:......................................:.......................................:.................:...................:..........................:.................:................. ...... ....... .............. .............. ........... ........ ............ N �' CJ �3 .. ... ... ..1..... N� � � .............. .. .. .......... � � � � � to w � � ao �^ tT v N= � z w^ � in ^ z t^n z 3 to "' vv v N z w v ^: "� w^3 z to o �� N: z 3 v1 FLEETWOOD DR. o � �' """" '� .. `° "v� `° 0 3 � � _ � PLAN AND PROFILE � � t,.� � 'ct d' d• CO c0 t0 uj n f� n �: � ^ _ N . v�� v : N � v � � �. _ � to � � � ^ � u) = ap O 81 to _ � � O � � _ � n � n � N� M t!') � ONO aND M M th N � N M � � STA- ZZ♦OO TO 26♦OO . � Mtn to +7 st <t � d' to M � ....d:. uj...l... .:.. .... ..� •.. .d...in..�}..... ..:............'-.0....�.�,�.,_n.................:................. ...... .: �fj. u�j .e}..d:... ..�A.M...m.a.c.a.:...................:...................:...................:...................:...................:..... .......... S _; O US N to _ tD _ N .- � C) .. r- �- u ...� � . .- .- .- �.N . � �.. .� � �; �. „y:.. c� to .- v L� �NeD� ,. .. Md^'e.. ��� � a^ � �`�� � Z :I�R^• - ��N� •-'d• .. � Nn�� � N N � W °�' d- 00 N N 00 OD N .�- N d• 00 "' �`! � N d• N � � N N N �t 00 � N N.� � ^.- i� oho N � � � � N N � N O � � R �� N � � F^ F � tci Sri «i �.n ' � Klotz Project No'.1."Q� 27.01----- N 4. vN N d' v'cF d vvv �' .�..vv vv� J ° '�--t- �N d• d• Nt0 N d• N .-_-_- �`�... o_ o_ tL � ' `t- v- v- a v��... fl vv sF .a '- vv v II "_ `� v- `�' : Drawn ey AMJ Checked By $B 0 6 oat a� a�' oQ� oaf oQ;� I'. ; oaf aQ� Q� _ _ _ _ 6 � av~i��IJI � o_fi��� av~i��tT_'tT' at�lJ��� a1i���� av~i:irwtJ..L�o�� atn>r�it; � aN���l,. o_v~i��twLtwi: "°�"'� Scale " , " , Date N 1 =20 H, 1 =2 V AUGUST 2010 22+0 3+00 24+00 25+00 26+00 DWG "° Sheet �7°f 42 W m z 0 0 �m n_ �� �� 1 Z � O O Q �� N � � �� 00 ON � � o�WO ��LL� oW�� NWd(n w z �� o ¢ - =m z Z¢ a m U ¢ - o� �� a 0 0 w �� w � - a � o w = _ � �, z zs � a 'm U ¢ - �o - o 0 a LL n 24 v w 0 22 I- J r O a 20 m W 14 `o d 10 O 0 O N O, �, N � L L L E E � pLp r E � U U N N � L L O n U U U U ��a� ���� ._ ._ �� E 7 L } N �^ co w Qt3G="LU.T"L r 1 MATCH EX PROP TYPE "C" INLET CURB TYPE STA• 7 71 25' RAD O x O > C a oa'- > rn •_ L � m } Y 3 V x ,- O L Y Y O � L = DE r!\i C �} C U U Y O N � L L m o. � � 0 20 40 L mm f?l f `� 1 "=20' CONNECT TO 1"=2' (n � EX SAN MH #132 RIM:21.62 I I GENERAL NOTES O o I °' FL (8"): 13.22 (N) I —I o FL (8"): 15.22 (W) ( � � 1. CONTRACTOR TO FIELD VERIFY LOCATION AND = BC=20.00 Qj FL (8"): 13.22 (E) 16' U. E � ELEVATION OF EXISTING UTILITIES. IF ANY oF._ � .r� CITY OF LA PORTS � j � Ai PLANNING DEPT.ENGINEERING DIV. 804 W. FAIRMONT PKWY. ,�, LA PORTS. TEXAS, 77571 281-471-5020; FAX: 281-470-5005 . 2 + .33, 12.97E a o t 14 � FL (8"): 13.22 (S) REMOVE AND REPLAG�E° I o I Lot 15 TC:20.54 p � MATCH EX o ° DISCREPANCIES EXIST, CONTACT ENGINEER AND EXIST CONC SLAB Lo FL (24"): 16,11 (E) �, �. _ I ( � � I � FLEETWOOD DRIVE 4 �� CURB TYPE PROP SAN MH 3 c °' CITY OF LA PORTS IMMEDIATELY. o - STA: 29+41.41, 6,75R I �- I STREET AND DRAINAGE ^-30 SF ( Ilo 0 I 13 ( �� O7 ,,,7 LF 2 2 25' RAD wood--�I ( � o ( °0 2. RELOCATION OF EXISTING PRIVATE UTILITIES BY I I ,F'� I^'`PROP STM MH �� ��1:J o �� 0 ATCH fence � _ �� I 3� OTHERS. IMPROVEMENTS ,. ---r wood fence ���ood fencT� STA: 27+71.26_ 6.46E �`/ ° .� LINES o wood fen e � � I wood fence __ �8"san swr - - - - �---� �-�'�_�� 3. ANY RE -CONNECTION OF FIRE HYDRANTS, FROM SPENCER HIGHWAY TO _.-� '\ VALVES OR AFFECTED WATER SERVICES WILL BE HCFCD B106-02-00 8" son swr ^� BC=20.92 8" son swr INCIDENTAL TO THE WATERLINE RELOCAITONS. CITY OF LA PORTS TEXAS 0 PROP WL OFFS _ ewalk conc sidewalk � SEE DETAIL ON sidewOlk _ - — SHEET 33 � 8 ^� 34 LF � � _�.�� KEYNOTES kIOtZ'/'associates --- - -I- �terFoini ESeYgY � ,a „ ° � °, ° °° ° ° ° . ° ° a 1160 Doiry Ashford, Suite 500 � 3 a 42" STRM SWR ®D,10% 42" S1RM SWR ®0.10% 42" STRM SWR ®0.10%—° — O2 REMOVE AND REPLACE EXISTING PEDESTRIAN Houston, Texos 77079 ° -+ �y9+ 0 � n RAMP AND SIDEWALK AT LIMITS SHOWN_ N r _ fY , _ Z _ �- _ _ _ _ _ � _ _ p _ _ �_ ° " �_ _ _ _ . G— _ _ _ n _g _ � _ pt T 281.589.7257 F 281.589J309 '- °� ° a ° � a-- -- ���---- -CONNECT EX 24 �- —'r- '�-`-- � CONTRACTOR TO ENSURE THAT PROPOSED O - ° n houston.officemklotz.com (n I- b v enterPoint Energy ° 7 20 LF BC=20.7� ° � RCP TO PROP enterPoint Ener 1- w � (� O� ° gy ° °° w PEDESTRIAN RAMP MEETS ADA/TT)LR Texas PE Firm Reg, y F-929 �j = ° tO ^ " IP Pl�i Gas Lone i CenferRoini Energy � a p Center�oint � gy � 9��32 LF S1RM MH F � E T�V00� D�". IP PlA Gas Lirie ° w REQUIREMENTS. REFER TO DETAIL ON SHEET 36. Z to N 3"(�;CH 40 PVC. T Cable n � US ST. LT. Ca ° < - - -<- <0.3�% 2 ° ° ° ° � w � - w 03 REMOVE AND REINSTALL EXISTING LIGHT BENCHMARK INFORMATION: � uwi —� �'� _ a ° 36� stm swr " __ " stm swr - v STANDARD. CONTRACTOR TO COORDINATE WI1N = Ic s I ewa k -- o conc s l ewa OWNER PRIOR TO COMMENCING WORK. S OA,M�PED 1011310 AET THE WTERSECTION OF FAIRWOOD AIND U - 6" woter line rl - �enG• - - 1 —'- _ — � 8 - DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER F-- � �� ,�;/ �/ — — — — — •� > I ante water v01 �� — _ � _ �G OF THE INTERSECTION FOUND IN KEY MAP N0. 539—Y IN �---- L '( �— - � ° � '�- - - - - - - - o - ®REMOVE AND REINSTALL EXISTING SIGN, Q \ ti i � I- I � I \ $ BC=20.9 ( � I '� / I THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. � ��. I � PROP TYPE "C" INLET � ° 6 L � CONTRACTOR TO COORDINATE WITH OWNER PRIOR c °� ( I PROTECT IN PLACE ♦ � � I 'I T ""1 h \ ELEV,=20:84'- (NAVD 1988p- 200t--ADJUSTMENT) '� IN PLACE 3 TO COMMENCING WORK. �, .� �� STA: 27+71.04, 12.88R y � ,� EX LIGHT STANDARD 3 EX LIGHT STANDARD v REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY I TC: 20.55 .. c l I c BENCHMARK INFORMATION. c CenterPoint Energy I I FL (24"): ° US ST. LT. Cable 25' 4 PROP SAN MH � Lot 1 °v-' 5QREMOVE AND REINSTALL EXISTING CLUSTER STA: 28+27.13, 7.06E ,"') 16' U.E I a MAILBOX AND CONSTRUCT NEW CONCRETE PAD. � Lot 44 11� � Lot 1\ BC=20.54 m o Itt- 6 � it � ° 25' RAD � � � o � CONTRACTOR TO COORDINATE WITH OWNER PRIOR °� U 3 F�OODPLAIN INFORMATION: �oter va I ve MATCH EX g BC=20.05 �, MATCH EX � � c TO COMMENCING WORK. CURB TYPE Lot 18 .a_' THIS PROJECT PARTIALLY LIES WITHIN SHADED ZONE X, ( Q J a CURB TYPE I I O AREAS CONSIDERED TO BE WITHIN THE 500-YEAR 1 50 R.O. � � -.- 0 6 SAW CUT A MINIMUM OF 2" DEEP AT LIMITS FLOODPLAIN ACCORDING TO FEMA FlRM MAP NUMBER ooppO Q, � � � 3 SHOWN. EXPOSE EXISTING REINFORCING STEEL A 482o1cosaol, DATED JUNE 18, 2007. � � BC=20,24 F £ � � - MINIMUM OF 18". TIE IN PROPOSED STEEL. � � 27' CONC PVMT �- � I t- °' °' °' � � � °J °' 3 � � � � � �7 PROPOSED 24" STORM SEWER LEAD. PIPE SLOPE N YY --Y Y 1 L } L L tU � L L L 4) ` } } C L L L Q) } L L 4) m L m m Q) pp pp a� pp�ta�c o pp pp m�� >, � a L L L IS 0.50%. } O a. E E.o .O C E E •- L •- E> v�> o -- E •- E L a».— E L �} } } o- x o U o g x x L o o v o- o o x o o �= � o� o o - a= m > > c a L e e ®CUT AND REMOVE EXISTING SANITARY SEWER O. Q O•-•- 00 O•- •- m N w•-> >TO EYL N•-Lm L•-L7LN >wQ L L L O •-O O }.OL L�U 'Daa .G)L L \ G \L } La Uy —L.G \.0 LL L.0 C} \OJ 0 L .0 L LN O O � L U }}Q)U } } M •- M} L Q)L Y•-� O} hMN}NL N•-OJLML NNN N N y C1 } p, n n a� �> U o •- •- >> - o o a U N N N N- U L 0 C L U o � a o o U o� a o� v. m o LINE. INSTALL NEW 8" SANITARY SEWER AS _ } L } � � L L } } •- � � � a � � L } L •_ •- � � c �'� �� °J� � L } � � � � � - °'� SHOWN. PIPE SLOPE IS 0.44%. CONTRACTOR TO N } O-- » 0 0 O- - C � C- O} O•- L\= pp—v Cv-vim v� } p C; 41= N N O O N —N N N �- ?� � U N 4)�a O U y N N 4- m 4- ¢� 3 to 34- � � 3m•tn E NN`t-N OJNOJ NtD (n 34-aDLvLL M M } u, .- -- �-- SUBMIT A BY-PASS PUMPING PLAN TO ENGINEER AND CITY OF LA PORTS FOR REVIEW AND APPROVAL. r Q9 REMOVE AND DISPOSE EXISTING STORM SEWER PIPE. ... ............... .............. ............... ............... ............... .............. .............. .............. ............... ............ .. 24 .... .......... ........... ............ ............ 0.............. ... ............ ........ ......;........ �. ..:.. i 1 � :1 � � � 1 RECORD DRAWINGS INGW JUNE 2011 o �. � � PROP EAST o o FL-10.34 AS -BUILT ELEVATIONS � N AND WEST TBC � � N 0 REV DESCRIPTION BY DATE + O N tp N 22 �. .....: .. ............. ....:..................:................:...................:.... .N ..... ..:.............. ...: PRQP...EAST ....................:..... W� eOSt rOW � SAND WEST TT3C •����•������ ��.��.�������-��•_-_____---��=� ����w� ��- ����WOSt rOW ������������������ ��������������� ���������.����� �������������•� AT LEAST 46 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR :aw _-_ ST - - __ " W � �_ EASEMENTS CALL THE LONE STAR NOTIFlCATION 713 223 4567. 5 J EXI CL REST o_ w east foc _ _ _— .26%. — — _ — — 0.10% — .— �--1---� .36% — — — 43 a_ _ ,_,,.,,,,PRIVATE UTILITY_,LINES.SHOWN - _ - — - _._. — west toc ........................................................:...................:. � ... ..........'................. ............... ............... ........ ............ ........... ........... Dote: ......�. EXIST CL SET. .. EET __ and ductllnes, unless noted. .. . 1 $TR CenterPoint Energy/Electric Focilities ..:.. : � � � � Ild of time of review o y g P320P CL 1 ... .. S:TR Approved only for crossing under ro Vo. nl. of e��.-- � � PROP 5-YEAR HGL WR O 0.10% "' 6 " water I i ne FL=1 18 24" stm svR L-PROP 56'�42" PROP 215'�42" STRM SWR ®0.10% -• 6':` water , I i ne STRM SWR ®0.10% _ 16 _`—Gf�OC1T .0 LNG AF FL-14.71 STA: 30+00.00, 7.05E THE CONSTRUCTION CONTRACTOR RECORDED CHANGES :RCP � : � 42" STRM SWR FL: 14.89 � MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. 14 KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY SIGNATURE: DATE: z 3 "I�i in �i � '-^^ ^ �� � u�v: C3�N ___ � OD c0 c0 li -t 'd' l0 d• : `� : N c 3 w I!•i O O N O U M c0 01 tD , N r- N r- M ,....... .. .�--�^V7 NNN t N ";;;;.�:: �: 3 + M,;�� �' : STA: 29-i-41.41, 6.75R a `o """ "' O L, F F p A (n � O: � I I I I i t I I- .- .- .- N N N d: N- y_..� y: : 3 cv II n u `vv�� a o � a d. N d., , RIM: 20,68 N a O Q .....,... - � = EX FL (8"): 13.60 (E) II �- �- �- i JJJ J Q � fYf-�JJ J; �hMN O Lc ., �w�� � 8+00 29+00 30+00 i for AT&T Texos/SBC underground tocilities only. Signature volid for one yeor. rPoint Energy/Gas Facilities service lines ore not shown.) 12 'tieuG•J�'Cve- �11w}Dn �•E. FLEETW000 OR. PLAN AND PROFILE 10 STA= 26+00 TO STA= 30+00 Klotz Project No 0127.012.001 Drawn By ,qM� Checked By SB $ scale 1 "=20'H, 1"=2'V Date AUGUST 2010 DWG No Sheet 18 Of 42 u I a w z Z N �� a w - p m - �, z z ¢ - • a m U ¢ - � � p ¢O a �� a LL n o 0 M h 0 w >~ z�, a.� �� � � a w = C7+ _� - 0 Zm �z Q� za - a 'I �� mm - U w � ❑ - >0 oo a a �� r �� Io 0 0 i LL p � � � m c�WO v��rn I o W 0- t- '. p J aS = ', NLLD_(A _. 'I N p, Y i'C.LI X > L N L N L� w ,yi m tu- - 11 � ,p N p Q v, L YY- L O• ���p�L p�� L p� � t ��p p� G t E E '� p i- t- .j N N tom- C U N N- y � .j L Q' ? L > Nt N•- � - >�N N �- N - } OOL CN� tea N NN NNNNNL tnN(nN UL'n NNE NLe: c m p U � � L � c o o �- � i- E E c E m •- � � i- i- �'p L� � .c c .c c c .c p L .c s p, c c .c °J r •a� .L •L •� } ��- .a � � T ^ T m > > E pm+� U N � ym E O � � •L;�` �- �Q � i D 2D 40 oF� �;.� CITY O1= LA PORT + t- + Y D p t'p .� E 'p E i- f- a a> > �- E E L m N U Q.N aN L C = u) U U U � 3 p C = •- C p 0 �.O V 4- 'O .- - °- N +- _ l n °�' °�' •L � 3 � m = °��' � °��' (, U � �`" � � � � N � � � � � `�' � p PLANNING DEPT.ENGINEERING DIV. T �p L L � p L L N N .1 ilJ U U U U U 1"=20, � m 1 � � N N CHtVHUN Service Station LAPORTERTAEXAS, 77 PROTECT IN PLACE '� I I 16' U E I `- � No. 10736 1 ,-2 's"''' 281-471-5020; FAX: 281-470-5005 EX LIGHT STANDARD PROP TYPE "�" INLET 1 I � ,- � � � o h�i hedg GENERAL NOTES I STA: 30+41.23, 13.48E I � � � � � 1. CONTRACTOR TO FIELD VERIFY LOCATION AND TC:20.87 1 1 BC=20.44 � � o ELEVATION OF EXISTING UTILITIES, IF ANY FL (24"): 16.38 (E) BC=20.42 1 \o � � � v o -- -- � - - DISCREPANCIES EXIST, CONTACT ENGINEER AND FLEETWOOD DRIVE STA; 30+41020,T7.02L � �CURBHTYPE � a � c � o ..- CITY OF LA PORTE IMMEDIATELY. S MEET AND DRAINAGE 25' RAD CenterPoint En gy (� 25' RAD co wood fenc �� � _ �,_ _ hedg 2, RELOCATION OF EXISTING PRIVATE U1ILITIES BY IMPROVEMENTS US ST. LT. Co 1 � � 4 ° g �` MATCH EX �" ,'-� o �- OTHERS. ,- 8" son swr CURB TYPE �-- I / _ — — FROM SPENCER HIGHWAY TO p°8 san swr. -- �_______ - - 3. ANY RE-CONNECTLON OF FIRE HYDRANTS, HCFCD B106-02-00 O -- -- I — Q — .�A° ° 2 � 2 BC=20.83 _ ___- - - --�- CenterPoint Energy VALVES OR AFFECTED WATER SERVICES WILL BE CITY OF EA PORTE TEXAS ___ N ° � INCIDENTAL TO THE WATERLINE RELOCATIONS, one s i dewo I k US ST. LT. Coble � F Q7 7 LF� — � <° � o . _ < � _.< — a— .pgy, I' � overhead power I i nes t typ) KEY NOTES k (O t Z t; � a s s O c i a t e s �_ � ,,.�,. -r � a 1160 Dalry Ashford, Sulte 500 (n t- " 3 d ° � ° E 8 ° Son swr Houston, Texas 77079 W w p � - - � - �° - -° 31+ 0 - _ - - 32+00 � - _ - 33+00 Q2 REMOVE AND REPLACE EXISTING PEDESTRIAN T 28t,589.7257 F 28t.589.7309 z � -� �p � —r' —�--�"--------+ � �—'�-------'—I--"—'----�---- --'— RAMP AND SIDEWALK AT LIMITS SHOWN. houston.offlce®klotz.cam w ° � v e BC=20.80 ° p p. , ' ° ° I CenterPoint Energy �- CONTRACTOR TO ENSURE THAT PROPOSED Texas PE Flrm Reg. N F-929 � N �t'7J�20 LF o o ° F E TWOOD DR. � enterPoint Energy PEDESTRIAN RAMP MEETS ADA TDLR = N p o — _< ����. — 0 ° 3" SGH 40 PVC L7 Cable 2" IP PLA Gos Line REQUIREMENTS. REFER TO DET IL ON SHEET 36. U 30" m sw ° � 'r /— 24" stm swr o BENCHMARK INFORMAl10N: 24'; stm swr I'_ 4 REMOVE AND REINSTALL EXISTING SIGN. FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK °. CenterPoint E p o ewo I k STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD ANO Q ., 6" Aater 1, i ne _ US ST. U. C CONTRACTOR TO COORDINATE WITH OWNER PRIOR v � _ - DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER � - _ „_. -4 _ � �-"`---- _ _ TO COMMENCING WORK, OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN 2 � O n - - _ - - - - _ - THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. "-" � p 6, � _ - -----�,_ ELEV=20.84'' (NAND 1988, 2001 ADJUSTMENT) PROP TYPE "C" INLET � 3 BC-21.01 O, o" T _ ©SAW CUT A MINIMUM OF 2" DEEP AT LIMITS i �- ------__ 6" water I ine TA: 30+41.08, 12.36R °u° 25' RAD MATCH EX � � �' o-'=---- _"_ --o" - - - SHOWN. EXPOSE EXISTING REINFORCING STEEL A REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY r �; } �� o.....",_-"-----..o" overhead power 1 i nes (typ) MINIMUM OF 18". TIE (N PROPOSED STEEL. BENCHMARK INFORMATION. TC:20.89 �� � CURB TYPE wood fenc °��- _ -�_ FL (24"): 1 � Ft`k(--1� I � o �"""� - °" off _ _ off - - oN _ _ off _ _ off _ 7OpROPOSED STORM SEWER LEAD. PIPE SLOPE IS �OODPLAIN INFORMATION' PROTECT IN PLACE � ( � n � 0.50q. BC=20.85 25' RAD CL=20.64 I to EX LIGHT STANDARD � ' Q 16' U.E. THIS PROJECT PARTIALLY UES WITHIN SHADED ZONE X, p A H X 1 ,- IE 7►I O9 REMOVE AND DISPOSE EXISTING STORM SEWER AREAS CONSIDERED TO BE WITHIN THE 500-YEAR r (� CURB TYPE 1 MATCH EX I FLOODPLAIN ACCORDING TO FEMA FlRM MAP NUMBER p BC=20.54 � CURB TYPE Q ( PIPE• 482otC094oL, DATED JUNE 18, 2007. v, m m BC=20.64 m a o X ,°'L- m I s m m N NN � S]a aat' L L to NNL L T T L Q L NN C N NN � L L L d.- pp LL .Lt -�- L L -- -- O�>•- N> •- U N N N C•- N E I• E N.0 .- m t- v- •- •- •- •- L -- L - � Y Y �G N •- — X X X t- p� - FL=10.34 AS -BUILT ELEVATIONS O1 L N E E E E �T O N } O N � L O p p O m N a� d� d.� li �- N L p, .0 � Y � •- E E E L m� � a7 m � •- a ON Oi's' Y�C NL.- pL .- .0 3 O. .-Lt-LL LLLL'p .-3L o. L U U U U N m N O N > >> N m m U U N U N N N 0 m CCp •- •- •- •- L L -!-'p i- 'p � T i- i- t- - Q,'p 3 N t tq7 t i- O 'p T 3 � �c Ewa �a4-U34C- m3 4C- N O+ U Ucpi iU-+4C-o.Nm Em EE 3v- vC-O�n O �' PROP EAST AND � WEST TBC j 24 ..:................o.................................�................................ ....................... . 24 /� co 1.........:................................................................. -� N 1 N /1\ M � ............ ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... -o + o � o + N 1 RECORD DRAWINGS WGW JUNE 2011 w � N M N M REV DESCRIPTION BY DATE � ••� •'� •• st rpw west row � 22 � � � J � S J � � J - - - - - _ /�- - � east row i-...._.�— _ ea J XTST CL ;STREET ��-- — — — — '-"'e05�-tOC :- Y —Ty� AT LEAST 48 HOURSEBEFORE EXCAVATING IN STREET R.0_W. OR /� :.. � —---�--{-r�� ( ) - - - - - _ EASEMENTS CALL TH LONE STAR NOTIFICATION 773 223 4567. � / ' \ —� PRIVATE UTILITY LINES SHOWN �=_0.43% "�6 t.15% — - - - - � - - east toc-� a 20 � e 1 w st toc � 20 o MATCH EX PVMT .......... ...... ........... .............. ........... ............... o PROP 5-YEAR HGL PROP CL STREET nergy/Electric Focilities ent rP int E o�7- GROUT OPENING AFTER voPdootdtime of reviewslonly, nd g and ductlmes, unless noted. .. er ro 7�: � REMOVAL OF EXIST N 18 24 RCP Dc e: 0 U � � : .. .. ............... ............... ............... ............... ............... ............... ............... ............... nduit tacilitles only SignoWre vend for one year. 24°:stm swr 24' stm swr � � ' .. .. .... : : 18" stm swr _ � _ Approved for AT underground :.. .. . co 3 - - - - - p o` '' ROP :215'�42" 6" water :I ine Date: sers oVneEnreesycreonotosho�wn.) 16 ,STRM SWR ®_0.10% - Cen (Gc . 16 U ..... .. ..;.. ...... ... .......... ... ... ..:.. 6...san swr. ......... ............... .............. ............. .............. ............... .......... ....... .. .. .... RECORD DRAWING rrl , 6 water %• 6° water line 8" san swr THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. t° 1 KLOTZ ASSOCIATES INC. HAS CREATED THIS RECORD 4 14 L :.. :.. ..:.. ... ............ ............ ............ ............... Y THE DRAWING BY POSTING THE INFORMATION SUBMITTED B a CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY E SIGNATURE: DATE: �+�✓�i o s c 12 .. � ............................................................................................:............. 12 N M : S+e��I�. �. l �F1 �. E. FLEETWOOD DR. V N �^^^ PLAN AND PROFILE 0 �3vu O v��i � � - N .M M � � _ � � � C 3 cq m � � C � N N ....... STA= 30+00 TO STA= 34+00 o �........�,.o.�,.�..................... - -- - - ............. ............... ........... ........... ............. .............. ....... ........... �'.- � M �� c u7 v v : ....... ..�.o o �:... �.. Q..a ..... �....�................. ............... ............... ,MC O (gOOa =1R=�ijOOa a: E N���P� - N`-^ - �� KIOi2 PfOJ80t No N � M N sh i} N N M N d• c11 o II it II Il L N:� `- `- `- m � n II m .- I[ 0127.012.OD� N N sI• e} N----" o � Q ...... �.. � v .`t. a "- v- „- v� N N: I I I I u I I m N v- �+- °' `" v= Drawn By AM J Checked By SB n $ � F- - J J -1 �-1 Q' H - J J - � � = x : C II :4- 4- 4- 4- � 71 ` UQ II ` � � N R (n (Y LL Li l.� li n. In d' li. Lt= +L- v v O C' p L's _ - - T L m v >> L cv � n- . n- 1 o � �°le 1 —20 H, 1 —2 V Date AUGUST 2010 �; 30+00 31 +00 32+00 33+00 34+00 35+00 DWG No Sheet is Df 42 W m z O O a� �� I �o Z + � M of Q � � a� 0 � � �� � W '`r. �o�m0 cF I— � N O W 0_ H pJozS= N tL O_Cn U w z z - N u) o _ � J z zg a .m �� - �a - 0 0 a o n T m m T p� T mmmm.�m— � O m 3 m m 3 m mL 3 L L��mL mO mmL mm �N m 3 L m m 3 � N m m } } m L L N ma, m E }}}iL-O�}C >m m} N m m LL m m m , } } •- m m •- � a� } •- } �mmm-m ; } }_ n O}� }11.... t } - E -O } } .O m� 'O N � }}} }—} >LN L E NY Y � � �N .1 Y .D N N L } Y V) L � m � L L'*- m *' m L to \ to \ O o \ o o \ C f L m L >, � � L o � o m m Tm ;,�, � o- � a •-- o o m � ;-- r, � � �- .n o.,�A rITY nF I_A PORT_ E -F- t � L >, } .o L E E E E .t E o, 'o _ m �; a}i }''- � � a m 'o � �. :_ dA n � °' o - m c + y v 3,n c �n L c N a. L a a c �, u, L c= -+ PLANNING DEPT.ENGINEERING DIN. m m L 3 m v ° m L m m m m m � `t- .- U v- .- 3 3 �i- .- � v- ,n � ...,,, � o °' °L' o °' � o � � m °L' °' °' > Q o o � 604 W. FAIRMONT PKWY. U cLi o � � � o 0 o c''i ct'i.; `� m " LA PORTE. TEXAS, 77571 csl I( �3 <., � in co _ in r' � � � � � ' � O L-ii____ � .- ��`r �$1 � lt�1f � �{�n n r�° �l ��n' 281-471 50 AX. 281.470.5005 - '�"" - 20• F N 1�- //� � %� 3° �° <v `� - / FLEETWOOD DRIVE ��' 2� �o �� �/ ; ' ° 2D 4D STREET AND DRAINAGE °� � % � �°---< A � ,� Lot 24 Lot 23 3 Lot 2 Lot 1 �T � / ��` yr� 11� 20' IMPROVEMENTS s r� � � � 1 EE SHEET 1 y. � \ . ,Y FROM SPENCER HIGHWAY TO o� o� � o, ��� / � o� HCFCD 8106—ORTE OTEXAS �) �� BC=19.3 % ! - � . �� BC=ts,4s � � CITY OF LA PO ' -- -- ���' -- � -- � ,-" �, / '� ' � GENERAL NOTES � cone s i dewo I /;`�',�oa� �/ c c k � O t Z' �' a s s o c i a t e s � ' o 6r / ®. 1, CONTRACTOR TO FIELD VERIFY LOCAl10N AND 1t60 Do(r Ashford, Sulte 500 � a / ,,! � °i" // � / ',tv 4 ELEVATION OF EXISTING UTILITIES. IF ANY Houston, Texas 77079 10� 121 SF v � < / ; a�U � /. y %� � I � DISCREPANCIES EXIST, CONTACT ENGINEER AND T 281.589.7257 F 281.589.7309 3 � 3 a / / � xF L � ©a 6+00 � concrete pavement CITY OF LA PORTE IMMEDIATELY. houston,offlceQklotz.com 4+00 �„�, a � ;% G> ,�+0 � � a o w/concrete curb5� ---------1-------� -V +------n-- "_ ,k 'z3--�(- �--'�----tom----V -----f•---------i--� ----- Texas PE Firm Req. // F-929 � z a � ;' � / a s ^- z 2. RELOCATION OF EXISTING PRIVATE UTILITIES MULBERRY D R . � � ( � -PROP STM MH �/ � a I � MULBERRY D R . BY oTHERs. BENCHMARK INFORMATION: I. o STA; 4+26.14, 20.71R,. � � 3. ANY RE -CONNECTION OF FIRE HYDRANTS, — � N d Q N 40 LF / / � \� �� N FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK °� o �` 24" stm sw � a /%. �'"'"'- 1=i �, � 24" stm swr VALVES OR AFFECTED WATER SERVICES WILL BE STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND o �/ //a� � INCIDENTAL TO THE WATERLINE RELOCATIONS. DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER - — - - ' �ry� - / I/% a � _ _ _ cone 6 i dewOl k _ _ OF THE INTERSECTION FOUND IN KEY MAP N0. 539—Y IN — ' — — � — — • � � — / � � � 115 SF o� y` ��- - - 6 " wat I i - - - - LEV.=20.84' (NAND 19 001 AOJUSTMENT}A104-07-0 . _ _ _ THE CLE WATERSHED NEARS 0 - ;� Y y 1,_ — ; ' �r�0� Bc= — ,. _ : KEY NOTES E 88 2 O �` \J//"' BC-19.27 c/a /j� 19.25 / \\� �(b�� f �Y�, .� REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY '7 � I- ^ ' f,�,i�� � 1 REMOVE AND REPLACE EXISTING CONCRETE BENCHMARK INFORMATION. _ . d '_� d r �i, E SHEET 1 o x F o, PROP. 6" WTR LINE�89LF 1 � � � Q RIVEWAY AT LIMITS SHOWN. REFER TO DETAIL Lot 17 Lot 1 4-6"X45' BENDS I r � •� / 2-6"X45' BENDS Lot 1 Lot 2 Lot 3 Lo ON SHEET 35. 30 � / / ©SAW CUT A MINIMUM OF 2" DEEP AT LIMITS FLOOOPLAIN INFORMATION: THIS PROJECT PARTIALLY LIES WITHIN SHADED ZONE X, p°' � � SHOWN. EXPOSE EXISTING REINFORCING STEEL A AREAS CONSIDERED TO BE WITHIN THE 500-YEAR wood fence � � MINIMUM OF 18". TIE IN PROPOSED STEEL. FLOODPLAIN ACCORDING TO FEMA FlRM MAP NUMBER // // / C co Y 48201C0940L, DATED DUNE i8, 2007. >, � � �o/� T >, T I���PGinIOW� Gn��Pa T Q7 PROPOSED 24" STORM SEWER LEAD. PIPE >, 3 T � L `` ; 3 3 3 3 SLOPE IS 0,50%. �/ `��� . m m m ��c�� �nnl�rn'I�m��nnn m 3 > 3 > > > > T Y -- Y Y ami 3 � 3 � � m E � m � m m N - m L m m L L m m m L m m m m � m m L m m m N O m } Lm m } m m m m m } L } mm L t- t- m L L } L L L 3 L m L i- m } •- > •- L > L m •- Q] m L L t N m m } •- m m }}} } � i--} m L m — } — } L } L }} L L } L i' m L U L m � O � O U = N O L m U } m� m O EYY U .1 C Ei' U C U m N > m L m > .0 C NE C EE O m C —NE N C — 0 0 •- O } O C O C L \ \ y— u1 O \ O -- m L O Y n\ m O O 00 L O � L O O U O �i- .- L M O O L O U •-L U 00 n } U O L L U n a m U U m vy C L m m n n O � m } �n N- u', i.n O N � m - m C O C C m pp O m �O C O c0 =� trl N m = � C O = f- m .- � M .- .- 3 .- N � N � 4- 3 N- N .- E 3 .- �- 4- 3 .- c v .- � �- m m 4- 3 �n O O `�' 0 S BUILT E EVATIONS 22 � � � � o (SEE SHEETLI4 FOR BC .....................................................................................so ..........�n.r:....................................�..................:.............................................. ..... N.................................................. ..;.. ELEVATIONS iN iNTERSE@T10N)...... ..:.. FL 10.34 22 a0 � c0 I'7: In d. cfl r'') : �1 + t7i "� °'� � o � o o ul _ `n °' 1 RECORD DRAWINGS WGW DUNE 2011 c> � :. + �: n ao of + " W > � �: � ad � `- rn �_ `n � : REV DESCRIPT10N BY DATE �I 20 � north row 0-� aw �^ �� �� EX[ST CL STREET ` aw 20 N •• .. � h ....... ............... .............. .......... ....................................................................................................................... .......... ............ ........ � t,r.................................................... ......... ...................south . r.aw.... nor t....toG...:...................:...................:... .. ...:.. m c I row _ _ h row _ _ _ _ � -__=---0.2%: (APPR ) i �_-- _ _ - - - - - - - - - - - - - _ ____:__ _--------- - �--north toe __.__--- 0.30% � 4% (APPROX) — "' AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR -0---"'--�--�-. EASEMENTS CALL THE LONE STAR NOTIFICATION 713 223 4567. o ______ _ _ 1,95% �2,g09 1.10% — — — PRIVATE UTILITY LINES SHOWN n- MATCH EX PVMT PROP CL so r MA� PVMT � 18 � 60" stm:swr STREET Oats: .. 18 p : : ��' ••�•• � CenterP int En rgy/Electric Focilities O � � � � Ap roved only for crossing underground ductlines, unless noted. N PROP 5-YEAR: HGL PROP 5-YEAR HGL vapd at time of review only. O � � .—.�� � ---� N 16 —_ _— __�__.._ -- O 1 � Date: r f r AT&T Texas SBC under round A oved o / 9 PP ...................:...................:..................:...................:...................:...................:............................. ....—. ... ....... ........:............ .... .... ............... .... ........... ............... ............... .............. ............... ............... ............... ............... ............... ............... I i o lure valid for on r. .. .. ... ..:.. ..:.. .............:.... nduit foci it es Y 9 Y m � i i � i i i i � � — c � �-24" stm swr i ._ � s no . co ' n i e eo 3 _ p4" stm swr Date: a �-" - 10": STEEL : 6" water ! ir12 - - CenterPoint Energy/Gas Focilities � 6" water fine Gos service lines are not shown.) 0 14 CASING - -� 14 L m ........ ... ......................... .. ... ... .... RECORD DRAWING U m THE CONSTRUCTION CONTRACTOR RECORDED CHANGES I MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. W 1 2 12 Y THE ........... ....... ....................... ....... .. INALS OF THE CONTRACT ..:.. .. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING 1HE INFORMATION SUBMITTED B 0 CONTRACTOR ON 7HE ORG a DRAWINGS. ATTESTED BY � 8 3f�.1) � 1 SIGNATURE: LL,,,� DATE: •0 1 Q 18" San swr 1 0 . S�e�re l4 IU.n'P.E. W.....................................:...................:...................:...................:...................:...................:...................:.. ............ ............... ......... ...... ......... ............... ........ ............... .............. .............. a MULBERRY DR. PLAN AND PROFILE $ � 3 � °' $ STA= 3+00 TO STA= 7+00 � .....................................................................................................................:. f'.? M ...f'.? ........:. ............... ............... ............... ............... ............... ....... .. MNMNM � 0127.012.001 o € � ^ — — � Klotz Pro' ct No N �muuun II v- �+- v- 4- Drawn By AMA Checked By $B ` O E N 6 ___.-_..- � } uz N � N 6 Scale 1 "=20'H, 1 "-2'V Date AUGUST 2010 3+00 4+00 5+00 6+00 7+00 DWG "° Sheet 20Df 42 f N z zN �� a � = m _ Z z s = a m m - I- � � o - ❑¢ d o� �� a g a L. n O ti � la ate. IQ- CN � � z '^ I z �/ Q � N m � a ¢ _ � M = � d �_ � z _ I- � � a �� Nm p c~i ¢ - D_ � � � � Q >O N a ��>L�L o.>} J o d' I- t� N OWO-I"' o -I a2S 2 N !L 0_, fn ', O N O � 22 a 18 0 O N O N 16 0 12 ■L J 0 0 N N 6 of 14 '" stm swr N } .G O U. 3 L } 3 ��L� � 3 mm�iL � � �' n L � N o L N L 3 � L.j �- U � L O L� L � � t0- U � E�•p OC O � Eani E�O tU- � N O' O L OTC � N (LJNC 6 � o L o m` o �, m � o � om v � cLi� o N � N � � tD tD � — F ry 0 u� m __ 3 N N L L C O a, > } N ,� O� C > oo +_ —a •` > n m YN }} L� O\ } a) N E �L��+ � � c�� m �u � - `{" n o °' > O �- L U � � V _� h r/ ! 30� Q) N a) N a) > C >}LLi--l-L �D'O LN U1LL �a >�n>EaaEEa L L O: a)N� � �a�onn� } } a) " M a) a7 N O O L L L 3 '" U U U � �� Q� � �� ,.,nnri fonr+o � d � N N 3 a1 O L N } L L } Y � � n�E L � L O f' m v +- L } n � � �3 — O _ U �. N O U 21 �r—a----e--F---I---j——i---------- a a a CO � _ _ d 1 T I I I T N T I I T I I I T M % eL' ai o ai // �%— m ai ai L •L \ T a) N a) •L N 3 L 6 L a) N aI L L L L a a� � 3 } L-- } } � � -o L Y } L L N } L a) Q) L a) L L E `�� � ' al L N N L m N N } N E m } o� m 3 � � E � � / � t m � � i o� a}i aLi •— •- aLi •- c=i � •- a}i •- -I- L •- L } } m — } L -'- L } } •- L � � C N �. C � N C } L E N a c n a � Q7 U m C C c0 -!- C Y Y \N O } �+-\ O N U \ - mNN � - T \ - O \ O O O O} O LPL U N m.- U L O L �- L poL L •- O N M U. U LM O U O O N U a) U a) U N E U U C — L a) n a) O C= w c } C m O m O C �; == - = o c C N N O C� m O O} � 3 �+- �o .- N m v- � U -- 3 4- � v� co N ca E N 4- � � 3 4- v .- .- M la .- CASING 0 20 40 "=2D� "_2, GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IF ANY DISCREPANCIES EXIST, CONTACT ENGINEER AND CITY OF LA PORTE IMMEDIATELY. 2. RELOCATION OF EXISTING PRIVATE UTILITIES BY OTHERS. 3. ANY RE —CONNECTION OF FIRE HYDRANTS, VALVES OR AFFECTED WATER SERVICES WILL BE INCIDENTAL TO THE WATERLINE RELOCATIONS. KEY NOTES 10REMOVE AND REPLACE EXISTING CONCRETE DRIVEWAY AT LIMITS SHOWN. REFER TO DETAIL ON SHEET 35. ©SAW CUT A MINIMUM OF 2" DEEP AT LIMITS SHOWN. EXPOSE EXISTING REINFORCING STEEL A MINIMUM OF 18". TIE IN PROPOSED STEEL. 07 PROPOSED 24�� STORM SEWER LEAD. PIPE SLOPE IS 0.50%. 11 ADJUST EXISTING WATER METER TO PROPOSED GRADE. REFER'TO DETAIL ON SHEET 33. �� ` ��, CITY OF LA PORTE � - ' �+ PLANNING DEPT.ENGINEERING DIV. 604 W. FAIRMONT PKWY. ,�, LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470.5005 FLEETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD 8106-02-00 CITY OF LA PORTE. TEXAS klotz���associates 1160 Dolry Ashford, Sulte 500 Houston, Texas 77079 T 28t.589.7257 F 281.589.7309 h ouston.offlcs®klotz.com Texos PE Firm Reg. // F-929 BENCHMARK INFORMATION: FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRW000 AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV=20.84' (NAND 1988,, 2001 ADJUSTMENT) REFER TO SURVEY CONTROL SHEET B FOR TEMPORARY BENCHMARK INFORMATION. FLOODPLAIN INFORMATION: THIS PROJECT PARTIALLY UES WITHIN SHADED ZONE X, AREAS CONSIDERED TO 8E WITHIN THE 500—YEAR FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED JUNE 18, 2007. 1 RECORD DRAWINGS WGW JUNE 2011 REV DESCRIPTION BY DATE N0 AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PRIVATE UTILITY LINES SHOWN Approved only for crossing underground ductlines, unless noted Valid at time of review only. Date: Approved for AT&T Texas/SBC underground conduit facilities only. Signature valid for one year. Date: CenterPoint Energy/Gas Facilities (Gas service lines are not shown.) RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF 'IHE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATfESTEO BY SIGNATURE: `' r�__ DATE: � AIA.IC. S��{� ��,t�C��l,��•� IDLEW000 OR. PLAN AND PROFILE STA= 3+00 TO STA= 7+00 Klotz Project No 0127.012.001 Drown By AMJ Checked By SB saolel"=20'H. 1"=2'V Date AUGUST 2010 3+00 4+00 5+00 6+00 7+00 DWG No I Sheet 21 Of 42 1• 1 �: O W m a � m _ � z zg • a m �m U O - 0 o a a LL I _� 0 � Q o_ � �� I :� O Z� � + Q M �Q �� a� 0 � � �O� ��0� V�f�N OWD-~ T N Z Z N �� w� - a � O m _ - �„ z - z • a m �w o - �¢ 0o a ¢¢ a 0 LL a T T T p C = N 3 L N 3 3 N L p7 L O N L O N 3 L N N 3 } E _ :� m Y � a � � L ,�- N ; n o a o � � o � oF4 `�_.}� CITY OF LA PORTS u°ii L o N r\n o N a- � N aai — o a - � � � "' o } � e a + N 3 m ` � � ` 3 ` �- � -' �n � � 3� a � U 3 N N C � a PLANNING DEPT.ENGINEERING DIV. - o � - o o m � � � `O - o c 604 W. FAIRMONT PKWY. U U U � U � � 0 � """' 281� 1P-5020; FAX: 281-4705005 r` m �o � a _ � � of i o y ' 3 /> �l Y O I l D l �' � � l c FLEETWOOD DRIVE � `� j ►� z, I CenterPoint Energy ` / ' c � �, y STREET AND DRAINAGE ( US ST. LT. Coble N I o r 5' U•E. / � � � � CenterPoint Er 0 20 40 I Lot 3 Lot 2 Lot 1 � / �. t Lot 44 43 IMPROVEMENTS "=20' I I 0� 130 SF y 1 � � � Q �Y f-.�,\Y� �Y 1"=2' FROM SPENCER HIGHWAY TO I I stone F, (r` �''� 1 od ,�- v I EE SHEET 1� ! � y---°--� --o < planter �` HCFCD 8106-02-00 pl Ic I\ T"� i I � o C=19.59 �0 1 � 117 SF � �� i r a vL BC=19.77 A 1' - - ".// � CITY OF LA PORTS TEXAS � r ..,_ 1 /in o id_ewoik cone sidewalk r° �� /v Ala � nC sidew_olk GENERAL NOTES k (O t Z';' a s s o c i a t e s � _ � � \ \ ', \ � Owl � � ° / art � �„ 1160 Dalry Ashford, Sulte 500 '� � d / j ' l � ! P , c a ° 1. CONTRACTOR TO FIELD VERIFY LOCATION AND Houston, Texas 77079 11 � v . i ! �'- O `f ELEVATION OF EXISTING UTILITIES. IF ANY T 281.589.7257 F 28L589.73os 6 � a / ° / ci � ° � � � DISCREPANCIES EXIST, CONTACT ENGINEER ANO houston.office®klotz.com 4+00 � 03' °O._v a' S+00 a __ � _�- � j 6+r '_as ' a-- ------ 7+00 --- -- � �' / ° ti . � CITY OF LA PORTS IMMEDIATELY. Texas PE Firm Reg. // F-929 BC=19.46 I o U � 0 G WC�O D R . � ' v ` J ,� l f r co '. , � d o I DOGWOOD D R • s 2. RELOCATION OF EXISTING PRIVATE UTILITIES In � a ° r . / a :. / BY OTHERS. BENCHMARK INFORMATION:.. ° � Q. N / 1 '/'° _ -- !. � / ° '' —_ ° FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK 24" stm sw 6" water I i � '� ` � r —""� ! r v c � �- 24" stm r 3. ANY RE -CONNECTION OF FIRE HYDRANTS, STAMPED 010310 AT THE INTERSECTION OF FAIRW000 AND -� -, lIj � ,rd 6 r � fiFl I ine ! < DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER _ / _ COnC S i dew01 k VALVES OR AFFECTED WATER SERVICES WILL BE OF THE INTERSECTION FOUND IN KEY MAP NO. 539-Y IN - = sad --- - — - - -- - - INCIDENTAL TO THE WATERLINE RELOCATIONS. THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00, ---r-- _ — 24 stm swr-'" � � � - 10� / - — — — — — (— — ELEv.=2oaa' {NAw lsas, zoos a,D,lusniENT) • - -- -- -- - - - I I/ ° �--� � ( �� --.�` ( � I KEY NOTES REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY �\�/ 1 ^� 124 SF �.�0� / /' / / �� ��Y L- _� BENCHMARK INFORMATION. ��, �rr Lot 16 � I I I f\� � E SHEET y ��T- BC= 9.59 1oREMOVE AND REPLACE EXISTING CONCRETE 2-6"X45' BENDS 1 / °� Lot 1 Lot 2 - I I DRIVEWAY AT LIMITS SHOWN. REFER TO DETAIL / / � �l'- I I ON SHEET 35. FLOODPLAIN INFORMATION: Lot 20 LOt 19 � I ( AREAS CONSDEREDITO 8E WITHIN THES500EYEARNE X, g0, RO•W, � `, % / 2-6"X45' BENDS I 10_I ©SAW CUT A MINIMUM OF 2" DEEP AT LIMITS FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER z), CO / // I U.E.I SHOWN. EXPOSE EXISTING REINFORCING STEEL A 48201C094oL, DATED DUNE 18, 2007. NC p MINIMUM OF 18". TIE IN PROPOSED STEEL. I'Mr I I I I t � � �___ __� '2 i/ ���( % %/ 11 G !l1 / / 3 3 "' U ADJUST EXiSTiNG wAitR MEitri TO o m � � > > } PROPOSED GRADE. n L } 'La v � 3 3 'a N 'a . T N N N N L N L N N L } L" L N N L N N i- N t N L L i- N N N L N L N 1- L i- L N C Y t' y C NE C N �Y L N N �� N Y C Eco C C � T O O a •- \ O \ O u) \ t — a \ O O \ O - L O U O a �L U N� L ONO .- N O L.0 � O U Ltll U Q. L � an c w C O � cn N C O v N v C - -I- E 3 � 4C- N � 3 4C- r- � 3 4- .- .- N .- 4- 3 .- 3 L 4- 3 N L N 4- to u1 � •- •- •- O N o � � FL=10.34 AS -BUILT ELEVATIONS � 20 1 . � 1 ............ ............... ............... ............... ............... (SEE SHEET 15 FOR BC ...........................................................................................................................................Q.............................:...................:...................:...................:...e7 ........................t�.....:..........,�+n...:..................:..} w, ..:..... S..IN iN'FERSECTION)...... :.. -' rn�: d; od' �rn rn � � °' + � � 6' + ai � � � � 1 RECORD DRAWINGS WGW DUNE 2011 ..:.. ,n `- > � •' w : a w REV DESCRIPTION BY DATE w p - r row > a � �� - south row �I � S _ � J � J EXIST CL THE T __.___--- ............... ........ ...... ............... a w no th w a w 18 'N0 o�_----__. o- -- .... .... .............. ...... � ......... ........................................................................................................... .._ —......_.—.—__�.......--�...,,.—._... ........ .............. "O.�F%..�%�PPROX :.. — — AT LEAST 46 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR ............... � _ _ _ - -----0,¢q, APPRO � �� - 30 0 — — — EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-45fi7. O __,:- _---------0.30%: 2.17q•...-1.869' 2.01% .... _ _ - --- - ._ � �-cl row � south toe __ _--- - - PRIVATE UTILITY LINES SHOWN � � � EX PVMT MATCH EX PVMT � 6 a � 6 :MATCH ............. ............... ............ ............... V Dote: ............................................................................... ...............:...................:...................:...................:...................:...................:............:..................:............. ........ ....... P YEAR ......... ........ .. .- P CL � R 5- CenterPoint Energy/Electric Facilities � � � � PROP 5-Y HGL :ROADWAY " stm swr'-- r� Appdrov oney fo sing underground ductlme , Ness noted. EAR � I ,_.-_ Vc' atdtim of rev'ew only. OF H6L 9 U N o------ ,_-,,,- stm svrr � ---- �: N � � � � � �'—" "���---�--'--""' A d f AT&T /SBC nder r u d °te 4 : � ---- .. ............ ............... ............... prove or I o Texos tureuvclldgfornon r p T -- � �� : .. ..: .= ............... ............... ............... ............... ............... ............... .......... ... ... conduit focilit'es nl Si no a De . • ........................................ ................ ............... ........... .............. ............... ............... ......-........ fh I E Y 9 Ye ..:.. �— ..... m / .6.;,.. ....... ..:.. a J/i _ �.---- - — Date: 3 awG __:--- - .------- o -- Q -- � 6 � -- - CenterPoint Energy/Gos Focilities (Gos servic e Iin es are not shown.) W0 t e .. q r 12 --- / r12 --�- ; � � ...... ............ ............... ............... .......... �e............. ... ... .............. ............ .. .............. ............. ............... RECORD DRAWING o.............................:............. .... ...� � —____ ��� voter THE CONSTRUCTION CONTRACTOR RECORDED CHANGES I MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. `o � 0 � KLO1Z ASSOCIATES, INC. HAS CREATED THIS RECORD Y THE �� BY POSTING THE INFORMATION SUBMITTED B � ........... .............. .............. .............. .............. ............... ............... ............... ............... ..... 1.O...STEEL...... 10 DRAWING n`a_ � � GASING wa I I nE; CONTRACTOR ON THE ORGINALS OF THE CONTRACT ter DRAWINGS ATTESTED BY QQ 0 1P" san swr SIGNATURE: DATE: v/��./l � $ i �n P.E. o � ............... .......... ............... .............. ............... ............. ....... .......... ...... ........... ............... .... ... .. .. Q �+ AM : Ste./l� o �' DOGWOOD DR.' ' - PLAN AND PROFILE 0 6 � s `� °' STA 3+50 TO STA 7+50 .. ... ... .. 6 O N �Ct O O o � E o "' � � = Ktotz Project No 0127.012.001 N = O;II II II II N _ — — — o � ;� 4_ ,,_ .� ,� Drown By AMJ Checked By SB E II N ; ; ��`�N 4 Scole -_ � � 1�`-2'V Date AUGUST 2010 _ A �+ 1 1 20 H O 4+00`J-I-00 VTOO 7"hQQ DWG No Sheet 220f 42 0 O Cn W d � �� � o � + d' af$ Q o Q � N DOLL i �OzO � ? J N c W 0_ F— NLL. � (A I w z z� �� ow _� � s_ z • a m c c o � 'i o � a LL l_ i ~ I N zN �� w '° - a � = In = �Z _ z� a • m _ U '¢'� �� - ❑� a 0 �a ¢ la >_ N �+ T T + O O O v co o � + � j N L j N � � � L N L > � E> L m � + N N D• a) 3 � E O � E � � � c� } cv � m � � a� �- E a � } as L C O � � m � �- C 3 �- C � ' � 0 0 C ^ T, ^ ai -°� °' a °�' m ma m -m v } a �+ a a� � v � o m a OF, � .o { .I I T =l� � A P[�R�'F � m ro � *- _ +- r '�- U 3 � tLJ 3 � v 3 w N � 3 � 3 0, � 3 � ��' u, �� �..:0� PLANNING DEPT.ENGINEERING DIN. `-' � ° °o = ° � 604 W. FAIRMONT PKWY. o � _ _ °L' - - +ow LA PORTE. TEXAS, 77571 + m cD m .— r— cn ,� - � 281-471-5020; FAX: 281-470.5005 N O � � 5' �. E • �f 5' ". E. FEEETWOOD DRIVE 2-6"X45' BENDS ° � O o CenterPoint Energy '� � � � US 5T. LT. Cable � D 2D 4D STREET AND DRAINAGE of 14 � "� Lot 15 �,., 114 SF Lot 16 � � 2-6"X45' BENDS Lot 19 I Lot 18 � Lot ,� IMPROVEMENTS • 1Q � 114 SF 7---0 w I I 1 "=20' o ) ��,, � S SHEET � �� � 95 SF � �� -� --� � - FROM SPENCER HIGHWAY TO 1' -2' � � � `° 1 � CITY 0 B A6 PORTE OTEXAS - - _ BC=19 54 Q1 - I I O S - - - con sl ewe - - __ __ _ __ -- - - 6" water line ',� •� � I a G I � � � �, � ' wdl klotz / associates _ I 1 � 1. CONTRACTOR TO FIELD VERIFY LOCATION AND 1160 Dalr Ashford, Suite 500 F- ° ° a <1 � ° .I 3 G c ELEVATION OF EXISTING UTILITIES. IF ANY y in ° I �n = a DISCREPANCIES EXIST, CONTACT ENGINEER AND Houston, Texas 77079 j - � �. ° 11 ° a G , � _ c � ,� _ v E` . v , � t 2 1 T 281.589.7257 F 281,589J309 3 © o- ° ° a v I N also ° ° 4 �=19•59 � 00 � concrete povement CITY OF LA PORTE IMMEDIATELY. hauston.offlce®klotz.com d � 5+00 a ° G � a i +00 I - --_—_—� —_'I— �z a—_--�__—_----a--F-----��--- 1 --�- _-�----I a_ a _ _ _____ w/concrete Furb Texas PE Firm Reg. �/ F-929 o G ° a N' ° m 2. RELOCATION OF EXISTING PRIVATE UTILITIES ,� � ° G a � IaNW00D DR . �`� 9 0 , I � � PROP STM MH © L I NWOOD DR • BY OTHERS. N a a ° ° � I � °STA: s+sl.ss, 23.85R . 11 BENCHMARK INFORMATION: 4 " stm sw l �,'� , ° o I � 24� Stm swr u , � � 3. ANY RE -CONNECTION OF FIRE HYDRANTS, �, / _ 24" stm swr VALVES OR AFFECTED WATER SERVICES WILL BE Fl-OODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK �GO P� STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND cone s I ew wa I k � „ � I° INCIDENTAL TO THE WATERLINE RELOCATIONS. DRIFTWOOD LOCATED ON INLET AT THE souTHEAST CORNER r L- V I l � L- � � � �� � �� r �I— — THE CLEAR CREEK WATERSHED NEAR STREAM A104 07N00. � , � ( =19.47 ��� �'yf �� �, �'(I��`� ` � G`��`� � � `iC7Ql� � � I �i�"T""'1' ° °'� j`�LA' . � � 1 1 / 1 Ln .., inn cc � � BC 19,60 � I �� � � �; �.� tit T -1V V I tJ '` ELEV,=20.84` (NAND 1988, 2001 ADJUSTMENT) - � • c y--o---� v� -1 J,T � v v � j ° �'' � -�� r � REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY sir. T ��- -�� T -���- �- � v SEE= SH _T 6 °'-� � 1�REMOVE AND REPLACE EXISTING CONCRETE BENCHMARK INFORMATION. r'O-' 3 � 3 t w o ( 1 p I enter p I an er ��\1' '-� DRIVEWAY AT LIMITS SHOWN. REFER TO DETAIL Y � 1 " Y Lot 1 Lot 2 of ON SHEET 35. ?q ��� o o Lot 25 �^' 113 Slot 26 Y 'o �;' 3 3 a FLOODPLAIN INFORMATION: u o 3° u, � ©SAW CUT A MINIMUM OF 2" DEEP AT LIMITS � o °' � � SHOWN. EXPOSE EXISTING REINFORCING STEEL A THIS PROJECT PARTIALLY UES WITHIN SHADED ZONE X, a w rn r AREAS CONSIDERED TO BE WITHIN THE 500-YEAR o � MINIMUM OF 18". TIE IN PROPOSED STEEL, °--G FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER � 60 CONC pVMT � )- 48201C0940L, DATED DUNE 18, 2007. T T v 1 2T CON wood fence ,, ,, >, 1© ADJUST EXISTING WATER METER TO o n3i 3 m I C p�'f T // // v o v N � m PROPOSED GRADE. •'- � a� � � > > > °' 3 L °' m m `- + �--°---� `- •>_ •� °°'' •L a� O2 REMOVE, SALVAGE AND REPLACE FIRE N 'v E I� tom- t t- � m E N Y O a) � 'O + 'p a) +- � v > > Tm a� � v � �� L �+ ,_ � v � a, � m .� HYDRANT. REFER TO DETAIL ON SHEET 33. 3 •— N W N 7 O � t_ N + •— .— E m C •— +- N •— N O .— N 3 i � � d m vOj dj m+ U E a+i =• m :• o— � O`. O U a• c�i w e• v � � _N C N N •-•- a E — N N C N •- O m m N C C N C •- N C — f O 3 � - � L+ a — f_� - O � O .O � O v LL oa c om —_ c �['� C � m m == a� r� N m C N C •- + O pp �n C O to C c0 = .- 4- � .- � m m m m .- � .- 4- Y- V) Q) u1 V1 E .- 4- N a- 4- c- m 4- � .N- O Q 0 22 �� �'� �� ^ � ( E F 10 34 BUILT ELEVATIONS ...........:...................................................... � � , 22 .....:......................... _ _ � a :. -� � � ......................o .......... � �........NM... N � .......... ............... � � ......... ........... ............ ............... ........... ELEVATIONS 1N iNTERSECTIONj...... L � � °J � 'o + � `O `� > 1 RECORD DRAWINGS WGW DUNE 2011 j c i + �- > c0 �I 20 a w - - north raw � J a a � � J _ n. w ��-soutt> row REV DESCRIPTION BY DATE o ...... .. — _ ..:.......... ....:.................: ......... � -------- - - .. ... �.. .. ..south..toc....:...................:. ...... .:.......... ..... a w EX[ST CL STREET � : �� n0 th C O.2% (APPROX) _ — _ ..:�... ...., ...---:'.. ....;..... ,30%............... �"'north"ti9C �.. ...,,...0:4%���APPROX)�-'�- ... .... ..........._... ............... ............... ............... AT LEAST 48 HOURS BEFORE Ei� NG IN STREET R.O.W. OR ....... 0;. ..:... z— r------' -' — — - - _-0.319' cI: row 3 kp% -1.95� .00q ... J _— EASEMENTS CALL THE LONE STAR NOTIFICATION 713 223 4567. (V � MATCH EX PVMT � PROP CL MATCH EX PVMT PRIVATE UTILITY LINES SHOWN a 18 48" s m:swr STREET - r.....:...................:...................:...................:...................:...................:...................:...................:...................:................. .t-....... w O � .. ............ ............... ............... .............. ............... ............... ............... ............... ............... ............... CenterPoint Ener ..:.. � � Da e: .. ..:. ... P PROP 5-YEAR HGL � � -� ���� �� Approved only fo9Yc olssing underground ductlines,tunless noted. ROP 5 YEAR HGL 1 O U Valid at time of review only. 0 � �Z 16 ...........:................................................................... .............. ............. ..... .. 0 N Q. N ..... :......:..................................... ............... ............... ... ....... ............... ............... ............... ............... ndult faalltles only Signature valid for one year. 1 6 Approved for AT BC underground 3 _ 6 �,... water Line... — - v c jne g�� � � stm swr Woter � �- � 6" water line o Date: 14 _ CenterPoint Energy/Gos Facilities Gas service lines are not shown. o...................................:.......................................:...................:...................:...................:..................: .......... ............... ............ .............. .............. ......... .............. ............... 14 �� RECORD DRAWING �I 6"�fh lead THE CONSTRUCTION CONTRACTOR RECORDED CHANGES � MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT o water I i 0 % DRAWINGS. w 12 KLOTZ ASSOCIATES INC. HAS CREATED THIS RECORD 12 ........:...................:...................:...................:...................:................. ............... ....... ............. .... ........ Y THE DRAWING BY POSTING THE INFORMATION SUBMITTED B a CONTRACTOR ON THE ORGINALS OF THE CONTRACT 0' DRAWINGS. ATTESTED BY c 12" sOn swi- o ca �•••.-. E 1 0 z N In � rn c > v, cu ,p� 1., ® / •o N .- N _ V s IGN S�2:«. UY.1.(1. �Afl 'P.E. DATE. ...........................................................i................... . ..........................................................�........... � S o rn � ........... ............... .............. ......... .......... c o 0 0........................:....................:.... N MATU � .......:.........F � �.M..�,. M..........:' of �'Ui v ...............:..... ...... ....:..... .. .. 10 U � � � � � 3 p it II it 11 o a � vv � N µ � � � LINWOOD DR. o ol¢�'� � • � — — $ � � _ STA— — 8+00 PLAN AND PROFILE � +- �w�mv ...............:...................:...................:...................:...................:...................:...................:...................:........................... a cn c? �. �J•.1-y...... N.:'- � N Q �, .. 4+00 TO STA o.................................................................... ............. ............... .......... .. ........... .... 8 o Klotz Project No 0� 27.0� 2.001 N o G Dr°wn By AMJ Checked By SB o V 6 �OIe 1"=20'H, 1"=2'V D°te AUGUST 2010 .� 4+00 5+00 6+00 7+00 8+00 DwG "° sheet 23°f 42 u r 0 �� � I C7 0 � �; �� D- � 0 � 0 _._ 0 � � � ,y.��lL ��rf Q � I �i • � Q N oW0_~ Nli ac=n n u - ¢ _ >� �z _ � a 'm n � � - �¢ o - �a �¢ ,.. ... { T N T } T T �' L O � t N °� t' t- � X m N � �_ L O N -F- t• N i0- N '.. > m a N L N� N i- Q) -t- N L N N 3 � O > N �' a C > i- — i- Y > O i- � C U O� O T _ > iU- .tL- — > O -i� 0 > N Q � L N � � — � ' LO � 1- � O "LO d N N U. 4�- L N > � � E Y O ' O �' m O O. � aY N � � TU -� d N L N L 3 N Y `"- QY � _ � � � � °� L � E °� rn M � Y � CITY OF LA PORTS c � � a � E a a� � E ,L- a-' c °ti � 'D � � a -o o a � � ''- u � � � a: Cf= L a cLi w `� o cL' } cc'i ma �' 3 ° o i� `� = a 3 L a � L � 3 � �:_ � `'c' � � � � � " a PLANNING DEPT.ENGINEERING DIV. � Um 3 � U � � � 3 � m U U U o � o 604 W. FAIRMONT PKWY. � � � � �. LA PORTS. TEXAS, 77571 r N � � •- 281-471-5020; FAX: 281-470.5005 s trz�u l;s aaue} pvvn� � 2oua oort ��'�"' v`�"`�u V u�uvuu pp —ir—// Y /r } p /r �oC��uo�1 (�oN�P ��OM. ui���� � — ��a PROP TYPE "C" INLET � a O � � �� CenterPoini Energy STA: 3+60.00, 13.47E N � E CenterPoint I FLEETWOOD DRIVE Lot 9 Lot 10S ST. LT. Cable 1 � 125 SF Lot 11 � J N Lot 18 Lot 17 Lot 16 ST. LT. C 0 I' 20 40 STREET AND DRAINAGE L,_ 4 � 1"=20' IMPROVEMENTS "=r .,} , r r r 0 SEE SHEET 17 � �"�, � FROM SPENCER HIGHWAY TO '� - � = Y- � �� HCFCD B106-02-00 ��� ��` � tOti 12 SF � B 19.35 I I � BC 19. 4 �� CITY OF LA PORTS TEXAS 5,�, _ _ '��. _ _ _ _ _ _ _ PROP sTM MH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GENERAL NOTES "� —T - - - STA: 4+20.20, 31.81 L o conc sidewalk o� I � I° 24" v c i alk S klotz /associates _ ° 1. CONTRACTOR TO FIELD VERIFY LOCATION AND I I �' 1160 Dolry Ashford, Sulte 500 -� q ' ° NI a � t- PROP STM MH ELEVATION OF EXISTING UTILITIES. IF ANY ��27 LW (a I - 4 > STA: 4+53.38, 16,58E DISCREPANCIES EXIST, CONTACT ENGINEER AND Houston, Texas 77079 �+ © ° a PROP STM MH ° � n. " S+DO T 281.589.7257 F 281.589.7309 t., p 3Ii-00 a a +OQ, ( � 6 CITY OF LA PORTS IMMEDIATELY, houston.office®Idotz.com a STA: 3+93.48, 16.56E +- c� _ � _ — _ — _ --� concr�povem�f--I-- � -----'I--� ----- a-t--� N q —r --r g—a---Z -—t---------'I--------- Texas PE Firm Reg. �j F-929 w/concrete curbs � ° ��. � � 2. RELOCATION OF EXISTING PRIVATE UTILITIES � Q SPRUCE SOUTH. DR. 7Qy 34 LF. I ° PROP STM MH SPRUCE SOUTH DR. BY OTHERS. a q a ° ° STA: 3+93.89, 114.44R N' BENCHMARK INFORMATION• — ® 3. ANY RE —CONNECTION OF FIRE HYDRANTS, • �;� -•--� ° . i I ° �- VALVES OR AFFECTED WATER SERVICES WILL BE FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK BC=19.34 �� ,- �a „ er I i ne° „ INCIDENTAL TO THE WATERLINE RELOCATIONS. STAMPED o1D310 AT THE INTERsecnoN of FAIRwooD AND _ _ _ - - - - DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER -r— � _ _ _ - -- _ _ __ __ _ _ � _ __ __ __ 7 �� St On - I ° I - - �P• OF THE INTERSECTION FOUND IN KEY MAP NO. 539 YIN �� � p i an i er S'� r � � � �` ' � V,=20.84' VD 19 001 ADJUSTME 104-0 -00. 1 147 F � Sri J' � � I KEY NOTES �E CLEAR c (NEK WATE$SH2ED N A Nn K 1 O ~ �� T-O� _ REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY �� o �� 1 IOREMOVE AND REPLACE EXISTING CONCRETE BENCHMARK INFORMATION. o PROP TYPE 'C" INLET ��-}- SEE SHEET 17 2_6"X45' BENDS lante DRIVEWAY AT LIMITS SHOWN. REFER TO DETAIL � ��r STA: 3+60.00, 13.38R d � ON SHEET 35. , Lot 14 Lot 18 Lot 17 Lot 1 Lot 2 Lot 3 FLOODPLAIN INFORMATION: 2-6"X45• BENDS � ©SAW CUT A MINIMUM OF 2" DEEP AT LIMITS i I L SHOWN. EXPOSE EXISTING REINFORCING STEEL A ATMREAS CONSDEREDITO 8E WITHIN THES500EDEZ�ONE X, I I I ., MINIMUM OF 18". TIE IN PROPOSED STEEL. FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER I pp,N 48201C0940L, DATED JUNE 18, 2007. aoua} p T T � ,, aoua} poom � i � /i-- T ,, aLi O7 PROPOSED 24" STORM SEWER LEAD. PIPE 3 3 C 3 // // � � -. �_ 3 � N C � � o � � � � L o r�Yll[?Innlnfll� a ��" SLOPE IS 0.50%. L L •L \ L LLL L s L N a � t o x a, a x 3 a � m ar m x 'o � x 3 L x c 12 REMOVE, SALVAGE AND REPLACE FIRE O i- O L N Y Y Y °� O - +- O -r O+ � a c � � L a� a m m � � i m L L LLL � t � a � L a� a: a� L .o a> L n c HYDRANT. REFER TO DETAIL ON SHEET 33. r O N N -f- U) L -1- t- Q1 ry N i- � 0 0 L L L N i- L N N i- T N (/J c N -- L L •- N — L N °7 C L •- > L •- E E E t- N U> L — � •- N L L N E- L m •_ —_ L O. t- t- L i- i- L O i- — i- O Y •_ t .- L } i- i- L •- i- N G U p a U po U — ¢ O c V1hp U O U E L — O U � N U eJ O L � pp O ECYi o o � o E o � o a 0 �> o � E LLL O� toG E o �ECC o ani E o � � EC U Y •- O O .- U Y O L U Y O .- L O .- i- t- t N a N N O Y U � L •- •- U L Y O U .- Y •- oL o a� v m c E o00 0+ >o�m t- o mn.o. o 0 of •- .n : � � ._ c i- � ._ a 'o -!- o 'O � N N N 'O= i-'O L: O ._ 'o i- � ._ x ¢ 17 •- S �- L\ m m C is L � O f• L N C O N C •- � --- N O O N -F- u7 J L � C 0= = r- ¢ L �r1 N C L; ,- I] 3 — .- 4- � .0 .- 3 .- .� .-- 4- 3 .- Y- N m N N N G N U L � � � .- 'i- 3 to m .- Ca � .- � 4- I] ; O N N C 7 FL=10.34 AS -BUILT ELEVATIONS �' 24 3.............................:...................:......................................:...................:...................:......................................:.................... .. .... .... ELf VAT ONS "IN ' iNTERSEC'T10N)...... 24 1 RECORD DRAWINGS WGW JUNE 2011 I i o_ 22 o °'' � � � � ,...................................... 22 SOT REV DESCRIPTION BY DA '............................:...................:........................................................a?.-........07...........................,N�. •..t{2Ot.......................:...........................................................;...................:............ ..:.. .... R XCAVATING IN STREET R.O.W. OR a.................................................................................................... .O IXJ e} d..- HO 0 AT LEAST 48 URS BEF E E (n W D � � � � pj N �'" � � EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. I ,`"� N � � � � M � � � w S � PRIVATE UTILITY LINES SHOWN ... nor '- .. > .. — � W a i „ w th row EXIST CL STREET M � w .,w ? o � 'ow Q 20 north row a � � - � � a w north �toc 0.2% (APPROX) - - - - .... Date: - a W ...................... -�-................................ .....:................. .............. ..... ............ ............ •- � '_:'"- � "' � """ "' C terP nt E rgy/Electric Facilities ..... ........ a w 0 �— �------'-'-"--1---------- � Z,OG% � � : : : Approved only for crossing underground ductlines, unless noted. N p,5q° IAPPROX)�norfih toc _ 33pq° —1.509,' !`_ -------- — —0.30% I row MATCH EX PVMT Y• Valid at time of review onl .- __ — O I: �- MATCH EX PVMT � PROPICL N C I row : : � � PROP 5-YEAR HGL Date Q IoROP 5-YEAR HGL STREET Approved for AT&T Texas/sec underground p 1 8..:.................:...................:... ............... ............... ............... ............... nduit facilities onl Si nature valid for one ear.• ..:.. .. 1 � co Y 9 Y N .... c - �- •3 h o �.�.� �� (n � " � Date: Q � J PROP 37'^'24 24" Stm Swr CenterPoint Energy/Gas Facilities SWR 0 5 service lines are not shown.) 0% (Gas � 6 ?�,; stm Swr � o c� TRM ...... .......... ........... ............ ..-........ DRAWING s : ....................:...................:...................:...................:...................:..�.Z...... ....................:.. ..........................:..... ..............: RECORD _ .. ...............: �--______�_ -: 3 � - - THE CONSTRUCTION CONTRACTOR RECORDED CHANGES � - '------------' - ° MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT I - _—_------ - p � DRAWINGS. `-- __.-.-� w - � KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD i i d 14 14 F A N UBMITTED BY THE .... ............................. F ...........................:...................: ............ .......... ............... ........... i:...................:...................:.................................................................................................:................. 6 h lead ............ ........... ONTRACTOR ON THE ORGINALSROF THE CONTRACT 0 6' vrater I in i .. .. ..:.. :.. d RAWINGS. DR C D ATTESTED BY ,l o SIGNATURE: ^ DATE: � ®�� 0 1 2 ..... ............... ........... ...... ........... ........ ... ............ ... NAM : S�eve,�iz, t(1 h�'!1 {•�• ..... :.. 12 o 12" San Swr � � o � v v � v 3 SPRUCE SOUTH DR. P IL 0 1 � � � � � � � � _ � o o STA= 2 00 TO ST'AF 6+00 o , 10 N �' M ............. ............... ............ ..............................................................................................................................................................................................�4?....d'.d'...................�......�� p^ .- .- �:� � ........ ............... ............... ............... ............... ............... ............... ............... .. o � � to �+' N oo ao � �' Nd. °v Klotz Project No 0127.012.001 N_ � �.`ti a0 �� Drown By AMJ Checked By SB � �I-%�J J �H��J J N � o_ fn � � � a fn a' 1.� IL $ Scule 1 "=20'H, 1 "=2'V Dote AUGUST 2010 2+00 3+00 4+00 5+00 6+00 DwG "° Sheet 24°f 42 W cm G z �iz Z N � � a � � m z a r 0 � m w U o _ � pp ¢ d p Q Q a 0 U LL Q N Z E' �_ �� � Z d O � Q DU ��'� Opp O ���0 �LlJWN J I— N LL zCn a 0 z � � � m _ a � m �j llz z a • n m n o _ � � a � � W m Z 0 w z �� M wa w o _� _ � z �_ Z a • m �¢ - � � oQ a o I � o DCC_ w G Z N ' N �� w� �� =m �g '�z o � a a Z • m � �� �� - �Q �¢ d QU ¢¢ o ��� � � oOO� N u7 � o�W WN O J � _ _.N LLZ(n 0 0 a c� MATCHLINE LAYOUT 3 f PROP 2-5' EXTENSION TO EX TYPE "C" STRM INLET, I SEE DETAIL ON SHT 31. �- -- � NI �1+00-� 2+00�—� 3+00 4-i-00 -�---� -�--_f SPRUCE ON RTH DR �-�- I - - � �- I� 0 0 0 O + 0 D' UO — —T� �� ��d .�-..e-.T-�-� PROP EXTENSION TO EX TYPE "C" STRM INLET. SEE DETAIL ON SHT 31. PROP 5' EXTENSION TO EX TYPE "C" STRM INLET, SEE DETAIL ON SHT 31. I 1 I i I -- O �-- O -- � (--- NI I 1 + I - �— - -� SPRUCE OS UTH DR -u PROP 5' EXTENSION TO EX TYPE "C" STRM INLET. SEE DETAIL ON SHT 31. PROP 5' EXTENSION TO EX TYPE "C" STRM INLET. SEE DETAIL ON SHT 31, i i � � i ---f----f---+----F---+-- NIN 11 -- i -- I o I -- ol _+- PROP 2-5' EXTENSIONS TO N I 1 EX TYPE "C" STRM INLET. f � SEE DETAIL ON SHT 31. I �- � I f -- -- -- _ --�1+00� - �2+00 3+00 4+00 5+00 ,6+00 I-i----I----1---i----i----+----f---F---+-- - �- --f•-- LINWOOC�. N _ � -----�-r C — —I —T I- - - -� f _ ��� f 0 1 PROP 5' EXTENSION TO EX TYPE "C" STRM INLET. SEE DETAIL ON SHT 31. � � rn' _ — 1 O� O 13 PROP 5' EXTENSION TO o /w EX TYPE "C" STRM INLET. o � SEE DETAIL ON SHT 31. f �� �` � I I � I ❑ I +00 7+5� -I— - —I PROP 5' EXTENSION TO EX TYPE "C" STRM INLET. 0 SEE DETAIL ON SHT 31. � I I � �' - - a 7+00 8+00 9+00 9 50 --i—=—f----I---I- —=1-- PROP 5' EXTENSION TO EX TYPE "C" STRM INLET. SEE DETAIL ON SHT 31. II -1+00-- -�--- 2+00 3+00 4+00 5+00 �6+00 7+00 8+00 ---I---I----�----i----I----f----F---h---i---f---f-----f----F------I----I-- PROP 2-5' EXTENSIONS TO EX TYPE "C" STRM INLET. SEE DETAIL ON SHT 31. DOGWOOD DR. oo� �/ r -^�--'" r �-,.- o X -- `O � -- - ^� --- f MATCHLINE LAYOUT E D 6D ,2D i"=so' l�;i 1, SOME EXISTING INLETS ARE NEAR RESIDENTIAL DRIVEWAYS. CONTRACTOR TO COORDINATE WITH ENGINEER TO SELECT A SIDE TO ADD INLET EXTENSION TO MINIMIZE DISRUPTION TO RESIDENTS. 2. EXISTING INLETS ARE TYPICALLY 275 FEET TO 450 FEET AWAY FROM FLEETWOOD DRIVE CENTERLINE. O�M I T 1 f ---1 I f -- - — O f -- + N M I REMOVE TYPE "BB" INLET AND REPLACE WITH TYPE "C-1" STRM INLET. I 1+OUP" 2+00 3+00 i� 4+00 5+00-�--6+00� 6- - �— - � - H SYCAMORE NORTH DR. I— - i— - �- - � - �- -- --- — I - -- �-I 1 - -- -- --- I I + I REMOVE TYPE "BB" INLET AND ,..,".. M I 1 ,,,,,". REPLACE WITH TYPE "C-1" STRM I I INLET, I --�4 � I E - o I 1 ++ � N � _ -- � -- 2+00 3+00 I 4+00 SYCAM RO E SOUTH DR.1— � - i— - �- + Wf _� N) f +DD 6+DD -t---I---- - ��___ REMOVE TYPE "86" INLET AND REMOVE TYPE "BB" INLET AND REPLACE WITH TYPE "C-1" STRM � I o j REPLACE WITH "C-1" STRM INLET. o � INLET. + NI MATCHLINE LAYOUT 2 oFe `._ OITY OF LA PORTS s a K.oa � � �+ PLANNING DEPT.ENGINEERING DIN. 604 W. FAIRMONT PKWY. �... LA PORTS. TEXAS, 77571 281-471-5020; FAX: 281-470.5005 FLEETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD B106-02-00 CITY OF LA PORTS. TEXAS klotz���associates 1160 Ociry Ashford, Suite 500 Houston, Texas 77079 T 281,589,7257 F 281.589.7309 h ouston. office®kl otz.com Texas PE Firm Reg. � F-929 BENCHMARK INFORMATION: STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV.=20.84' (NAND. 1988,-2001-ADJUSTMENT) REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. FLOODPLAIN INFORMATION: THIS PROJECT PARTIALLY LIES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN THE 500-YEAR FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED JUNE 18, 2007. REV DESCRIPTION BY DATE AT LEAST 48 HOURS BEFORE E�� NG IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PRIVATE UTILITY LINES SHOWN rPoint Energy/Electric Facilities �ved only for crossing underground ductlines, unless noted. ai time of review only. i for AT&T Texas/SBC underground facilities only. Signature valid for one year. ;Gas service fines are not shown.) RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY % SIGNATURE• y, DATE: � " INLET MODIFICATION LAYOUT 2 Klotz Project No 0127.012.001 Drawn By AMJ Checked ey SB Scale 1-=60� Date AUGUST 2010 DWG No Sheet 26 Of 42 u w Z N � �, ui - a = m �z _ a v, m � � a o - � - � 0 0 a 0 m a (A o D.. z i � � � � w � m _ z ow = tY = m - �� ��Z • a J N m � > -I � w O_O b� - �' O" �a � z �� a� W N O�O � 00 � N ,.,',,, O W � i— C � �' N LL v7 CA ', 0 d 0 E 'o ;. 0 r; N �1 T U F— 120' HCFCD ESMT UNIT N0. B106-02-00 m v f m N m 0 a m C O v 0 m �. !I^� /�! � I' ❑� 0 r N O 0 :i O fJ 1N �' N 0 m 0 D 0 60 120 IIIIIIIIIII _ 1 "=60' I Ff',FNn• RFB REINFORCED FILTER FABRIC BARRIL «.C_�..._._ FILTER FABRIC BARRIER ®IPB INLET PROTECTION BARRIER SC STABILIZED CONSTRUCTION EXIT C 8 C 0 u Z z O O oFe `s �, CITY OF LA PORTE ..- � _ x �+ PLANNING DEPT.ENGINEERING DIN. 604 W. FAIRMONT PKWY. ,� LA PORTE. TEXAS, 77571 281-471-5020; FAX: 287-470.5005 �� FLEETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD B106-02-00 CITY OF LA PORTE TEXAS klotz���associates 1160 Dalry Ashford, Sulte 500 Houston, Texos 77079 T 281.589.7257 F 281,589.7309 h ou stop. office®klotz.com Texas PE Firm Reg. � F-929 BENCHMARK INFORMATION: FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED Ot0310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. - ELEV =20.84' {NAND. 1988, 2001 ADJUSTMENT) REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. FLOODPLAIN INFORMATION: THIS PROJECT PARTIALLY LIES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN THE 500-YEAR FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED JUNE 18, 2007, REV DESCRIPTION N� BY DATE AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PRIVATE UTILITY LINES SHOWN Approved only for crossing underground ductlines, unless noted. Valid at time of review only. Date: Approved for AT&T Texos/SBC underground conduit facilities only. Signature valid for one year. Date• CenterPoint Energy/Gas Facilities (Gas service lines are not shown.) � RECORD DRAWING � I THE CONSTRUCTION CONTRACTOR RECORDED CHANGES Il JII MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. --- '_ KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD �� DRAWING BY POSTING THE INFORMATION SUBMITTED 8Y THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY SIGNATURE' DATE: �� � / NAM J�eye. L1, 1 i� f.E, STORM WATER POLLU110N PREVENTION PLAN 1 Klotz Project No 0127.012.001 Drawn By AMJ Checked By SB scale 1 "=60' °ote AUGUST 2010 DWG No Sheet 270f 42 L � w /yW Z N W � N a � = m z � z � IS ,� _ r m �i =o - Q � o o ❑ � a m N z Q � O- m p. Z z �_� �� � Z '° _ a� _ � W = � G3 W � 'z oEf � Z � � 0_ i. a ;� � z ''s O U m o Q' ? � 0 � � o� �¢ �� ,.. C��� h ���N � O LI-I � _ N u. cn to ,! I II I_ O N O U a) m W 0 N ��� �� n 10 •z• /! —`— , l�J 0 60 120 � "=so' LE�E�lQ� IPB INLET PROTECTION BARRIER RpB REINFORCED FILTER FABRIC BARRIER —.-®-.—.- FILTER FABRIC BARRIER � QF-` M_�, OITv nF �A Rn�TF �� � � � � PLANNING DEPT.ENGINEERING DIN. 804 W. FAIRMONT PKWY. ,� LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470.5005 FLEETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD 8106-02-00 CITY OF LA PORTS. TEXAS klotz���associates 1160 Oolry Ashford, Sulte 500 Houston, Texas 77079 T 281,589.7257 F 281.589.7309 houston. a ff Ice®klotz.cam Texas PE Firrn Reg. �/ F-929 FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539—Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV.=20.84' (NAND t988, 2001 ADJUSTMENT) REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. i_ � ��� � _�. �ii � 1 � l THIS PROJECT PARTIALLY LIES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN THE 500—YEAR FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED JUNE 18, 2007. DESCRIPTION I BY I DATE AT LEAST 48 HOURS BEFORE E� NG IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PRIVATE UTILITY LINES SHOWN CenterPoint Energy/Electric Focilities Approved only for crossing underground ductlines, unless noted. Valid at time of review only. f for AT&T Texas/SBC underground facilities only. Signature valid for one year. (Gas service lines ore not shown,) RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY_ SIGNA DATE: !� STORM WATER POLLUTION PREVENTION PLAN 2 Klotz Project No 0127.012.001 Drown By AMJ Checked By SB stole �"=60' Date AUGUST 2010 DWG No Sheet 280f 42 I � w m ��' o w x � l � �� z _ � Z� a 0 m �� _�_w Q �a a � a ❑ a '�a Id- f � w x _az � �O eN C7 ~ � Z LLI � w - m � W � � � � z x H 0_ � a jZ 0 nm o_R �o Q J � � N s tt O [1 � O w � � � V� N N LJL Gn Cn I N 0 d 0 N O N a a Mp, 1. SET POSTS AND EXCAVATE 4"x4" TRENCH UPSLOPE ALONG LINE OF POSTS (SEE NOTE 1). 3. ATTACH FILTER MATERIAL TO WIRE FENCE AND EXTEND IT INTO THE TRENCH (SEE NOTE 3). 0 PLAN EXTENSION OF F INTO TRENCH FILTER FABRIC FLOW 2. SECURE WIRE FENCING TO POSTS (SEE NOTE 2}. SECTION A 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. r�� POINTS A SHOULD BE HIGHER THAN POINT B, OR AT TOP OF BANK (TYP) 3,. "V-DITCH" SECTION/ELEVATION �AKE �l PLAN ` A 18" MIN EE NOTE 4) TRAPEZOIDAL SECTION/ELEVATION CONSTRUCTION NOTES: 1. SET 2 INCH BY 2 INCH WOODEN STAKES SPACED A MAX OF 6 FEET APART AND EMBEDDED A MIN OF 12 INCHES.. 2. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH STAPLES. 3. FILTER CLOTH TO BE FASTENED SEC',!RELY TO WOVEN WIRE FENCE, WITH TIES SPACED EVERY 24 INCHES AT TOP AND MIDSECTION. 4. MINIMUM HEIGHT OF FILTER SHOULD BE 18 INCHES AND A MAXIMUM OF 36 INCHES ABOVE NATURAL GROUND. 5. WHEN TWO SECTIONS OF FILTER CLOTH k,DJOIN EACH OTHER THEY SHALL BE OVERLAPPED 6 INCHES AT THE POSTS, AND FOLDED. 6. SEE COH STANDARD SPECIFICATION FOR FILTER FABRIC BARRIER. X � RFB ® X SYMBOL RFINF(1R!'FF) FII TRR RARRIf R4RRIRR 1. SET POSTS AT REQUIRED SPACING. 3• iSEE v�rE 1) 3. ATTACH FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. EXTENSION OF FABRIC INTO TRENCH FILTE FLOW � 2. EXCAVATE A 4"x4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. ALTERNATE V-TRENCH EXTENSION OF FABRIC INTO TRENCH FILTEf FLOW_ 4" MI� ���i ( 18" MIN %EE NOTE 2) 1T2„ SECTION B SECTION B ALTERNATE CONSTRUCTION NOTES: X® FF ® X 1. 2 INCH THICK BY 2 INCH WOODEN STAKES TO BE SET AT MAX SPACING OF 3 FEET AND EMBEDDED A MIN OF 8 INCHES. SYMBOL IF PREASSEMBLED FENCE WITH SUPPORT NETTING IS USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAX. 2. ATTACH FILTER FABRIC TO WOODEN STAKES. FILTER FABRIC FENCE SHALL HAVE A MIN HEIGHT OF 18 INCHES AND MAX HEIGHT OF 36 INCHES ABOVE NATURAL GROUND. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHOULD BE OVERLAPPED 6 INCHES AT THE POSTS, AND FOLDED. 4. SEE COH STANDARD SPECIFICATION FOR FILTER FABRIC FENCE. FILTER FABRIC FENCE FILTER FABRIC EXTENSION OF FABRIC INTO TRENCH FLOW 0 0 0 0 0 0 0 0 0 0 0 INLET o o I I I o n 0 0 o 0 C o ° o 0 0 0 0 0 0 0 STRAW BALES STAKED WITH 2 STAKES PER BALE PLAN BALE 4-24 INCHES FROM INLET IPB SYMBOL COMPACTED SOIL TO PREVENT PIPING � .,�� I 4" FLOW EXISTING GROUND 50' MIN PUBLIC I RIGHT-OF-WAY'I i i a . �, � SEPERATION GEOTEXTILE 8" MIN FABRIC FOR FULL WIDTH AND LENGTH OF EXIT GRADED TO PREVENT nnnri, r RUN-OFF FROM LEAVING SITE PROVIDE APPROPRIATE TRANSITION - BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY 50' MIN EXISTING GROUND COARSE AGGREGATE PLAN VIEW CONSTRUCTION NOTES: PUBLIC HT -OF -WAY 1. LENGTH SHALL BE AS SHOWN ON THE CONSTRUCTION DRAWINGS, BUT NOT LESS THAN 50 FEET. 2. THICKNESS SHALL BE NOT LESS THAN 8 INCHES. 3. WIDTH SHALL BE NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 4. STABILIZATION FOR OTHER AREAS SHALL HAVE THE SAME AGGREGATE THICKNESS AND WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT, UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION DRAWINGS. 5. STABILIZED AREA MAY BE WIDENED OR LENGTHENED TO ACCOMODATE A TRUCK WASHING AREA. AN OUTLET SEDIMENT TRAP MUST BE PROVIDED FOR THE TRUCK WASHING AREA. 6• SEE COH STANDARD SPECIFICATION FOR STABILIZED CONSTRUCTION EXIT. 7. STABILIZED CONSTRUCTION EXIT SHALL BE MAINTAINED FREE OF SEDIMENT FOR THE DURATION OF THE PROJECT. SC SYMBOL CTAQII ncn ('`(lt\IC`T�I I(`TIlIAI CVIT WOOD OR METAL STAKE (MIN 2 INCH BY 2 INCH WOOD POST) WIRE 11111 � POST G aG.��!���i0!�O!�Q��G��G. '`��� � ��Z �� O .� • O�� 2 INCH BY 2 INCH WOOD STAKE EMBEDED 8 INCHES STAKED STRAW BALE 4„ �) �--INLET SECTION �I STRAW BALE DROP INLET PROTECTION BARRIER 0 0 0 o STORM WATER POLLUTION PRFVFNTI(�N PI AN nFTAII N' (NOT TO SCALE) FILTER FABRIC 24 INCHES CONSTRUCTION NOTE: 1. SEE CONSTRUCTION NOTES FOR RFB. oF� ` ��, CIT1� OF LA PORTE �-:--w " � PLANNING DEPT.ENGINEERING DIN. � ,... 604 W. FAIRMONT PKWY. ,�, LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470.5005 F�EETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD B106-02-00 n�ry nr � w nnnTr- Tr-vwe� ----- klotz���associates 1160 Oclry Ashford, Suite 500 Houston, Texas 77079 T 281,589.7257 F 281.589.7309 h ou ston, a f f ice®Icl of z. co m Texas PE Firm Reg. N F-929 I�l�ill�:iti.l.!ili�lil��li ,1�T:ilT� FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP NO. 539-Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV.=20.84' (NAND 1988, 200EADJUSTMENT) REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. THIS PROJECT PARTIALLY UES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN THE 500-YEAR FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED JUNE 18, 2007, DESCRIPTION I BY I DATE AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFlCATION 713-223-4567. PRIVATE UTILITY LINES SHOWN ved only for crossing underground ductlines, unless noted. at time of review only. i for AT&T Texas/SBC underground facilities only. Signature wlid for one year. rPoint Energy/Gas Facilities service lines are not shown.) THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY SIGNATURE: DATE 3O� STORM WATER POLLUTION PREVENTION DETAILS Klotz Projoct No 0� 27.0� 2.001 Drawn By AMJ Checked By SB scale NONE oats AUGUST 2010 DWG No Sheet• 29 Of 42 • 1� z af$ a �� owe d' O CO I'p 0 ���� N LL�U1 1 i I z Z N �� u; � - a � om 2 � � rii z _ z a a • m �w - �Q - 0 0 a " a a m N w - N z �. 'o Y O a 0 NOTES: I.DEPTH OF MANHOLE DETERMINES SECTIONS REQUIRED. SHALL NOT EXCEED 1'-G'. 4.MANHOLE DROPAND INTERSECTING PIPES SHALL BE INSTALLED ONLYWHEN CALLED FOR INPLAN AND PROFILE DRAWING. 5. SEATMANHOLE FRAME IN SEALANT PER COHSTANDARD SPECIFICATION. 6.ECCENTRIC PRECAST CONCRETE MANHOLE MAYBE USED. 7.OMTT CEMENT MORTAR WHENMANHOLE IS LOCATED INPAVEDAREAS S.MIN. REINFORCING IN THE PRECAST CONCRETE BASE SHALL BE # 5 @ 8 EW. 9.PROVIDED BACKFILL TO MATCHADJACENT PIPE 7RENCHBACKFILL PER COHSTANDARD SPECIFICATION. CEMENT MORTAR (NOTE �) SECTION � ��•� � ' I • � � • • � � (NOTE S) ADJUSTMENT RINGS TO BE —� �•••. 12"MIN. p �10���)EDASNECESSARY d AND SEALED WITH ...m.•.•..•.•. � o APPROVED SEALANT' � PRECAST CONCRETE � .������.......... •. w BASE SECTION '• •••••••• PRECAST ORPREMLi' ••••••• / � w CONCRETE INVERT � CONNECTOR (TYP.) RESILIENT � 2�-�,y� ... . CONNECTOR (TYP.) � l "T/FvT jMIN SLOPE O (l j r'/ W ""'��"'•`���.•' Z � a FOUNDATIONPLAN I PROVIDE 6" BASE ' SECTION A EXTENSIONFORALL DEPTHS FR1OMMA�NHOLE FOUNDATION MATERIALAS PER C�',��R 7�I5 FT. COHSTANDARD SPECIFICATION 4'-0" DIA PRECAST CONCRETE 1t29NHOLE N.T.S. PRECAST SANITARY MANHOLE WITH PRECAST BASE SCALE; N.T.S. CITY OF LA PORTS STANDARD DETAIL 11(8 167/8 1815/16 �/g f-21/4 3/16 16-_____�113/4 IIIB— `3/16 21/4 � __II" 3 /21 3/4-�! I 1 I18 /8 J 21/4�1--12116 ---� 1� �IS116 3/4� ■�1�1��1�1�� ---•.., ., ..•--- ., , :r • �1 �I� � HALF SECTION 32"MANHOLE COVER WITHFRAME 5-12 CENTERING LUGS FOR 32" COVER HALF SECTION 23.5" MANHOLE COVER WITHFRAME 4 -12" CENTERING LUGS FOR 23-1/2" COVER KQT� MATERIAL: CAST IRONA.S.T.M. A-8 CLASS N0.20 SANITARY MANHOLE FRAME AND COVER SCALE: N.T.S. CITY OF LA PORTS STANDARD DETAIL n �" WIDE. EP APPROX. 3/4" TO 1"SPACES of_ � A C:ITI( �iF I A PnRTF .,r. o � � � �+ PLANNING DEPT.ENGINEERING DIV. 604 W. FAIRMONT PKWY. ,� LA PORTS. TEXAS, 77571 281-471-5020; FAX: 281-470.5005 � / � � � � ' . . � • FROM SPENCER HIGHWAY TO HCFCD B106-02-00 CITY OF LA PORTS. TEXAS klotz���associates 1160 Dairy Ashford, Suite 500 Houston, Texas 77079 T 281,589.7257 F 281.589.7309 hou ston, o fflce®klotz.com Texas PE Firm Reg. B F-929 FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539—Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEVc=20.84'`(NAVD 1988; 2001 ADJUSTMENT) REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. FLOOOPLAIN INFORMATION: •PHIS PROJECT PARTIALLY UES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN THE 500—YEAR F100DPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED JUNE 18, 2007. DESCRIPTION I BY I DATE .YirYnlilfi�.1. AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OP EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-45fi;j PRIVATE UTILITY LINES SNOWN wed only forcrossing underground ductlines, unless noted. at time of review only. i for AT&T Texas/SBC underground facilities only. Signature volid for one year. service lines are not shown.) THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY pp��?? ���nJ %%,, SIGNATURE DATE !e�`� Neuc• Si'E.YG. �V1�QtD�1�'P �. UTILITY DETAILS 1 Klotz Project No 0127.012.001 Drawn By AMJ Checked By SB scale NONE Date AUGUST 2010 DWG No Sheet 300f 42 r r� I w z �� a � 20 m - �i = z � - a r � � m � a: o 00 o w a — N n_ _� '� � m Z w p !z 0.'S d ti H m 8 > �w _ a N i ¢ ,, 6 0 o� oOp� I er � � M �. oW_�F- __N LL�Cq O O N 0 N 3 0 N w `o 0 i= L_ O 7 F i TENSION t�PIR�O�DE A MINIMUM OF 4" AND A MAXIMUM OF 12" ADJUSTMENT RINGS. 2. SEAT MANHOLE FRAME IN SEALANT PER MANHOLE SPECIFICATION, 3. OMIT MORTAR WHEN MANHOLE IS LOCATED IN PAVED AREAS. 1 • 1 1 � ► : ► � • •: ► / : � •i► : � � �• I �• .- i_ \.� , --• � PRECAST ADJUSTMENT RING SEE NOTE 1 IDEN�-SECTION Z ALTERNATE ECCENTRIC CONE AND/OR � TRANSITION SECTION MAY BE USED 0 I :t w PRECAST CONCRETE CONCENTRIC > 4'-0" DIA /TRANSITION SECTION PRECAST ADJUSTMENT RING SEE NOTE 1 PRECAST CONCRETE BASE SECTION RESIDENT CONNECTOR (TYP) � 4'-0" DIA .. SLOPE' SECTION A CLASS "F" CONCRETE FILL ��� N FREE DRAINING FILL CLASS "F" CONCRETE FlLL SLOPE 5'-0" TO 8'-0" DIA �• • Q v PRECAST STORM MANHOLE WITH PRECAST BASE SCALE: N,T.S. KLOTZ ASSOCIATES STANDARD DETAIL PRECAST CONCRETE BASE SECTION RESIDENT CONNECTOR (TYP) PROVIDE 6" BASE EXTENSION FREE DRAINING FlLL GROOVES {�" DIA. x 3}" DEEP APPROXIMATELY �" TO 1" SPACES a— SEWER A � =av "x2}" RECESS ALL LETTERS SHALL BE 2" HIGH (SEE SECTION AND SHALL BE RAISED i" }" THRU RECESS) BE # �yylpE FOR LETTERS SHALL MACHINE BEARING 1" SURFACE SECTION OF COVER TFIRU RECESS PLAN 16�" 3 » #" II,r 16" �" �� ^� � -'gym :ao �� I �"MIN�"R 3 " I i�" N —"1 15" I _ 1�" "''I '.v 1"'— t'�- 3'-4>�" • • � •� e oF,� � A CITY nF LA PORT a . ... d � � �+ PLANNING DEPT.ENGINEERING DIV. 604 W. FAIRMONT PKWY. ,� LA PORTS. TEXAS, 77571 281-471-5020; FAX: 281-470-5005 FLEETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD 6106-02-00 CITY OF LA PORTS. TEXAS klotz���associates 1160 Dalry Ashford, Sulte 500 Houston, Texas 77079 T 281,589.7257 F 281.589.7309 h ou stop. offlce®kl otz. com Texas PE Firrn Reg. /j F-929 BENCHMARK INFORMATION: FLOQDPLAIN REFERENCE NUMBER Ot0310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV=20:84' (NAND 1988, 2001 ADJUSTMENT} REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. FLOODPLAIN INFORMAl10N: 'MIS PROJECT PARTIALLY UES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN THE 500-YEAR FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED JUNE 18, 2007. DESCRIPTION I BY I DATE AT LEAST 48 HOURS BEFOR�� NG IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PRIVATE UTILITY LINES SHOWN terPoint Energy/Electric Facilities roved only for crossing underground ductlines, unless noted. i of time of review only. f for AT&T Texas/58C undergrountl focilities only. Signoture valid for one year. CenterPoint Energy/Gos Focilities (Gas service lines are not shown.) RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED B SIGNATURE��DATE: V i �/ UTILITY DETAILS 2 Klotz Project No p127.012.001 Drawn By AMA Checked By SB Stole NONE o°te AUGUST 2010 DWG No Sheet 31 Of 42 W m z Z _ w z Z N � � w ow x xm z � z � - a" m � � x � � o � q�� Y � �'� d 'w Z = N N Z a¢ � =m - p � � o A'S Z a z • a � m � aM �j w - � �� � f�QN a c owe j� �..} � IN �:��m � 01 LU J � N LL � CA ;,. � 0 DOWELS � 4 012 g� 1 • •�o • • • • • • • 1v � • 'h CURB • � 3/4" EXPANSION JOINT Q DOWELS jl 4 x 12" (SEE SECTION B) IF DOWELED TOGETHER EXTENSION TOP CURB BOTTOM CURB AND GUTTER PVMT 0 N 0 N 3/4" EXPT Ji To I DEPRESSED PVMT SURF I I 6" u, '-p NORMAL GUTTER LINE b a, I .- � d •d 'd •d 'd 'd � PVMT 3 � � I� :. i .a .�°• �• '�.�3''-.! to I 2'-4 _F_W... __. _....... SECTI� �o� ,. a ��� �I� � O , � •: ---..... ..............: •-------- O �- a� :�•-� MATCH LINE � 1 INLET PLAN MATCH UNE ELEVATION //''�� NORMAL GUTTER UNE MANHOLE 3/4 EXPT JT� / COVER & FRAME- / %- TOP CURB GENERAL NOTES: TYPE "C' INLEt' WITH NO EXTENSION TYPE "C-1" INLET WtiH ONE EXTENSION (5'-0" LONG) TYPE "C-Y INLET WITH ONE EXTENSION ON EACH SIDE TYPE "C-2A" INLET WtiH DOUBLE EXTENSION (10•-0* LONG) NOTES: 1, FOR TYPE "C-2P" INLETS PROVIDE A CENTER 6"X5' COLUMNS IN THE CURB UNE BETWEEN ALL EXTENSIONS. 2. REINFORCED CONCRETE WALLS TO BE 6" THICK. g' 3'-0" MIN g' - � BOTTOM CURB �- � AND GUTTER /PVMT VARIAB�� I b .-....f_ _- CURB L�� n b sECnoN U 1` ASPHALT IMPREGNATED BOARD TO . A DEPTH EQUAL TO THE PAVEMENT THICKNESS FILL WITH APPROVED SEALANT PLAN VIEW -CURB INLFI' ///--- MANHOLE �� 4 BARS / COVER AND FRAME PERMISSIBLE CONST IF / SEE SECTION C-C BUILT OF REINF CONC NORMAL GUTTER UNE -��--� �,,.,,��r.�'G • 0 PVMT .�11 ( 3/4" EXP 5'-I THIS PORTION OF THE WALL OMITTED WHEN BUILT WTTH EXTENSION [iTl1T��I�lllTa� DOWELS if 4 Al2 .DOWELS # 4 x 12" 4'-4" (SEE PLAN) / 4 O 6 WHEN DOWELED SECTI- STORM SEWER TYPE "C" INLETS SCALE: N.T.S. KLOTZ ASSOCIATES STANDARD DETAIL 0 I 3/4 1/Y x 2-1/2"RECESS (SEE SECTION OF COVER THRU RECESS) GROOVES 3/i6" D APPROX 3/4 TO ALL LETTERS SHALL BE 2" HIGH AND -"'" " 3E RAISED Yg" DTH FOR LETTERS SHALL " WIDE MANHOLE COVER PLAN FOR TYPES "C", "C-1", "C-2" AND "C-2A ONLY FRAME AND COVER SECTION n !1 FOR TYPES "C", "C-1", "C-2" AND "C-2A ONLY STORM SEWER TYPE "C" INLET FRAME AND COVER SCALE; N.T.S. KLOTZ ASSOGATES STANDARD DETAIL M MACHINE 81 SURFACE SECTION OF COVER THRU RECESS �F "� �b �ITv nF i ,n pnRTF � .rv-- ' �+ PLANNING DEPT.ENGINEERING DIN. 604 W. FAIRMONT PKWY. yew LA PORTS. TEXAS, 77571 281-471-5020; FAX: 281-470.5005 FLEETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD 8106-02-00 CITY OF LA PORTS. TEXAS klotz���associates 1160 Dalry Ashford, Sulte 500 Houston, Texas 77079 T 281,589.7257 F 281.589,7309 h ouston.off iceOklotz.com Texas PE Firrn Reg. � F-929 BENCHMARK INFORMATION: FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV.=20.84' (NAND 1988 200Y ADJUSTMENT) REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. FLOODPLAIN INFORMATION: THIS PROJECT PARTIALLY UES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN THE 500-YEAR FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED DUNE 18, 2007. REV DESCRIPTION N� BY DATE AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PRIVATE UTILITY LINES SHOWN ved only for crossing underground ductlines, unless noted. at time of review only. Approved for AT&T Texas/SBC underground conduit facilities only, Signature valid for one year. Date: CenterPoint Energy/Gas Facilities (Gos service lines are not shown.) RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY SIGNATURE: DATE: UTILITY DETAILS 3 Klotz Project No 0127.012.001 Drawn By AMA Checked By SB scale NONE oats AUGUST 2010 DWG No Sheet 32 Of 42 r u L. i D_ cD Z 0 �� � � J �W� � Q Q � rr M � � J � N U- EJ CA i z Z N � � w� - ow - =m z za' - ��nn 'm � Ei ¢ - -. o, 0 �� B a N N Z �� o ¢ - =m �z ZQ - a " m $ �� _ °o o a a n ,) II �. 'o 0 O O N O r N 3' BACK OF CURB OR 3' INSIDE ROW GRAVEL OR BROKEN STONE CONCRETE THRUST BRACING CLASS ��B" CONCRETE 18" X 18" X 4" CONC. PAD NOTES: t. FIRE HYDRANT BONNET AND CAPS TO BE PAINTED SHERWIN-WILLIAMS 6866-Witt BRIGHT WHITE AND THE BODY SHERWIN-WILLIAMS 7766 E39 SAFETY ORANGE. 2. USE MECHANICAL JOINT FLANGES AND FITTINGS. 3.EBAA FORCE -RESTRAINT SLEEVE SHALL BE ON ALL MECHANICAL JOINT FITTINGS. 4.ALL FIRE HYDRANT SHALL BE MUELLER SUPER CENTURIAN 250, AMERICAN DARLING OR APPROVED EQUAL. PLAN HYDROLOCK REQUIRED FACE TO STREET 6" FLANGED GATE VALVE 6'� SLIPON FLANGES Z 6" F.H. BRANCH (LEAD) p�,:.. . waiTan �AfAIN .. . �. 6" JOINT INSULATION KIT CONCRETE THRUST BF CLASS "B" CONCRETE ELEVATION FIRE HYDRANT STANDARD DETAIL SCALE: N.T.S. CITY OF LA PORTE STANDARD DETAIL SYMMETRICAL ABOUT CENTER LME HMf SECTION UNDER HALF SECTION UNDER PAVEMENT FlNISH GRADE PAVEMENT —� I � FlNISH GRADE PIPE SIZE A B C 20" AND SMAU.ER 8" B' 9` 21" 7HRU 48" 8" 6" 12" S4" THRU 86" 9" 12" 15" 7Y AND tARf.'ER 12" 18" te" BACKFILL 1. IN PAVED AREAS, USE CEMENT STABIUZID SAND, PUCE IN 6' LIFTS ANO COMPACT TD 95X STANDARD PROCTOR DENSITY. 2. IN UNPAVID AREAS, U� Shc EXCAVATED FROM TRENCH, PLACE M 8" LIFTS AND COMPACT TO &5X STANDARD PROCTOR DENSITY. PIPE EMBEDMENT ZONE 1. FOR STORM AND SANITARY SEWERS, USE CEMENT STABWZED SAND, PLACE IN 8' LIFTS AND COMPACT TO 9SR STANDARD PROCTOR DENSITY. 2. FOR WATER LMES. USE WEL1. (DENSELY) GRADW SAND/GRAVEL MIX DR CWRSE SOIL (SEE SPECIFICATIONS). PLACE M 6" LIFTS AND COMPACT TO 9SX STANDARD PROCRxt DENSITY. UTILITY TRENCH AND BACKFILL SCALE; N.T.S. KLOTZ STANDARD DETAIL SIDEWALK 6"x6" (14w x 14w) WELDED WIRE MESH ADJUSTABLE CAST IRON RISER &VALVE BOX (TYPICAL - NO P.V.C. OR A.C. ALLOWED) 1'-0" �_ PAVEMENT #4 BARS O 24" EACH WAY �-- SEE STD. EXPANSION JOINT DETAIL CAST AROUND TOP OF EACH VALVE BOX A 24"x24"x8" CONCRETE BLOCK ONLY WHEN VALVES ARE LOCATED IN ROADS OR SIDEWALKS NOTE: ALL FLUSHING AND GATE VALVES TO BE A.W.W.A. STANDARD COUNTERCLOCK- WISE OPENING W/RESILIENT SEATS. VALVE BOX SHALL NOT CONTACT GATE VALVE BOX WATER LINE VALVE BOX INSTALLATION DETAIL SCALE: N.T.S. CITY OF LA PORTE STANDARD DETAIL NANRAL GROUND A/c, casr IRON, DucnEE IRON, Pvc WATER LINE rINSULATED .WINT / (Bain ENos) / `SUP ON FUNGE (ASA B 18.1) BELL/FWNCE CONNECnON (TYPICAL iRANSRXIN) (801H ENDS) 2' MN 4 - 45 SfEEI. BENDS M ��� ,ua 'p / � "—STEE1. PIPE (tYP) WATER MAIN OFFSET DETAIL SCALE: N.T.S. STANDARD DETAIL FINISHED GRADE o TAPPING COLLAR OR SADDLE I (STAINLESS STEEL) 'v � PVC MAIN 6�� x 8" ADAPTER (AS NEEDED) .TAPPING SLEEVE &VALVE SCALE: N.T.S. CITY OF LA PORTE STANDARD DETAIL �o� CITY OF LA PORTE � � PLANNING DEPT.ENGINEERING DIV. 604 W. FAIRMONT PKWY. ,� LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281d70�5005 FLEETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD 6106-02-00 klotz���associates 7160 Dory Ashford, Sulte 500 Houston, Texas 77079 T 281.589.7257 F 287.589,7309 h ouston. office®klotz.com Texas PE Firm Reg. N F-929 BENCHMARK INFORMATION: FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSEC110N OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539—Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV,=20.84' (NAND 1988, 2007-ADJUSTMENT) REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. THIS PROJECT PARTIALLY LIES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN THE 500—YEAR FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED DUNE 18, 2007. DESCRIPTION (BY ( DATE AT LEAST 48 HOURS BEFORI>�X� NG IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PRIVATE UTILITY LINES SHOWN rPoint Energy/Electric Facilities ved only for crossing underground ductlines, unless noted. at time of review only. Approved for AT&T Texas/SBC underground conduit facilities only. Signature valid for one year. CenterPoint Energy/Gas Facilities (Gas service lines are not shown RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTES BY %% s1r,NAn1aP�� ____ DATE: i� UTILITY DETAILS 4 Klotz Project No 0� 27.012.D0� Drown By AMA Checked By SB ScDle NONE odte AUGUST 2010 owc Na sneer 33 °f 42 a w /./� � [L W � w� a � = m _ Z �Z z a � a > _ �m �'¢ - ❑ o o b � ¢ a , LL m a o � w z CO � Z w m _ 0= o w = � �� � - � a � ' m � � w � IY� I�o - � J � o � ��� ��a � OWE iH ���� h- � N IL�(n '. __ I �O O 0 O CV 0 N HALF SECTION HALF SECTION UNDER UNDER NATURAL PAVEMENT GROUND PAVEMENT NATURAL GROUND � � � � . HALF SECTION HALF SECTION UNDER UNDER NATURAL PAVEMENT, BASE AND oAVE,'.�E"1T GROu"iD SUBGRADE PER STREET CUT DETAIL NATURAL GROUND ' //i//�//�� .. ..a'' � i. ,� SUBGRADC� �: ?3 BACKFILL PER �' ` � BACKFILL PER ::t C �, P CEMENT S IFI EC CATIONS SPECIFICATIONS STABILIZED SAND SEE Z SPECIFICATION . r _ • Z:a; ' : •; 2„ WIDE FILTER � • :., • Cu• �;; •.. • • FABRIC AT EACH �•�t••� � `.'• JOINT ALL AROUND � z •} � WIDE FILTER FABRIC AT ' t? �^ � EACH JOINT ALL AROUND �."a�'�''� � '.7 "•:• SPRING LINE w Wp ,•�1�2"'• _ • 12"'•_SPRING LINE MIN: ':•MIN: a �z ;MIN.;, 'MIN: �, CEMENT '• ���� z � ``' , /��. � 0 � � , • /: STABILIZED �•`' � �\\ � O.. ,.' • • SAND SEE ., t , 4z •• Z.. ,• //� Q 0] . � �•c •. Z;; 4 . • . ,. . T� SPECIFICATION • � � � ;�.r � STORM SEWER � � � . +• •� � TORM SEWER "�����!�;� CONCRETE CULVERT CONCRETE CULVERT BOTTOM OF '� / T��/��� TRENC FILTER FABRIC RUSHED STONE FOUNDATION. NOTES: (MIN 12" LAP SEE TABLE 1 FOR MINIMUM DEPTH. 1. WHERE MULTIPLE BOX SEWERS ARE USED IN ADD DEPTH AS NEEDED FOR THE SAME TRENCH, MIN OUTSIDE TO OUTSIDE SEEPAGE DRAINAGE. BOX SEWER SEPARATION SHALL BE 2'-0". NOTES: ` t. WHERE MULTIPLE BOX SEWERS ARE USED IN 2. THIS DETAIL TO BE USED ONLY WHERE SOIL THE SAME TRENCH, MIN OUTSIDE TO OUTSIDE CONDITIONS ARE SATISFACTORY. BOX SEWER SEPARATION SHALL BE 2'-0". 3. SELECT BACKFILL FOR RIGID PAVEMENT; 2. ALTERNATE TRENCH BOTTOM TREATMENT FLEXIBLE BASE MATERIAL FOR ASPHALT MAY BE USED IF APPROVED BY THE ENGINEER PAVEMENT. AND AS PAID FOR IN THE PROPOSAL. STORM SEWER BEDDING AND BACKFILL PRECAST CONCRETE BOX FOR PRECAST CONCRETE BOX STORM SEWER BEDDING AND WHERE SATISFACTORY SOIL CONDITIONS EXIST BACKFILL FOR WET STABLE TRENCH °. a , ° ° � v Q 4r n � .. c . d °,_ OVERSIZED CORE DRILLED OR a PREFABRICATED PENETRATION IN BOX CULVERT STORM SEWER BOX CULVERT � NON —SHRINK GROUT COLLAR PROPOSED RCP STORM SEWER RCP PENETRATION IN BOX CULVERT TABLE 1 CULVERT SIZE (FT) FOUNDATION DEPTH (IN) 3' x 2' TO 6' x 6' 12 6' x 6' AND LARGER 18 as a .a � � . ° '.. a • d ° � a a a STORM SEWER BOX CULVERT PROP FLEXIBLE PIPE RESILIENT CONNECTOR MEETING ASTM C-923 PVC PENETRATION IN BOX CULVERT OR INLET �� i � i i � i � i /�� :BOX AND MANHOLE �' 32" STANDARD MANHOLE FRAME I AND COVER SEE DETAIL ORTAR (TYP) �8" WALL TO 8' DEPTH 4�-0" 1 A -- -- n (44�j7 BARS ° 2'-s" -SEE NOT BOX WIDTH °�, o M °d . :1� d . V o. .' °' ,',a v � d . ° aO� A2" WALL 8' AND GREATER DEPTH -� A Ig CONCRETE BOX CULVERT TABLE BOX WITH VS OPENING SIZE ..6'� MIN BOX WIDTH OPENING -SIZE 48" AND LESS 36" GREATER THAN 48" 48" �° � NOTE Ia I � FOR SMALLER BOX SEWER WIOTH5, WHERE IT IS NOT �;, ° POSSIBLE TO EXTEND REINFORCING STEEL 2'-6" BEYOND THE OPENING, REINFORCING STEEL SHALL BE EXTENDED �_ 3" TO THE EDGE OF THE WALL °I.a 2—#7 BARS TOP &BOTTOM (TYP) ° 1—#6 BAR TOP o 14• I p °. & BOTTOM (TYP) ° a. �a 10 al,l a °va a. I I M � ° a ��QN_O STORM SEWER MANHOLE FOR CONCRETE BOX SEWER N TS 10" EXPOSED REINFORCING INSIDE AND OUTSIDE SHALL EXTEND A MIN OF 4" INTO GAP CONCRETE CLOSURE 8" WIDE BAND � INSIDE FACE SECTION A -A OUTSIDE FACE REINFORCING INSIDE FACE REINFORCING NOTE: BANDS MATCHING THE INSIDE AND OUTSIDE FACE REINFORCING SHALL BE PLACED IN THE GAPS OF THE TOP AND BOTTOM SLABS. A BAND MATCHING THE OUTSIDE FACE REINFORCING OF THE WALL SHALL BE PLACED IN THE GAPS OF THE WALLS (PLACED IN THE OUOTSIDE FACE ONLY). THE BANDS SHALL BE TACK WELDED TO THE EXPOSED REINFORCING AT EACH POINT OF CONTACT. :•. ::: • � °` - ` .�� GITY OF L� PONE_ a .- � - �+ PLANNING DEPT.ENGINEERING DIV. 604 W. FAIRMONT PKWY. ,�, LA PORTS. TEXAS, 77571 281-471-5020; FAX: 281-470.5005 FLEETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD 6106-02-00 CITY OF LA PORTS, TEXAS klotz���associates 1160 Dalry Ashford, Sulta 500 Houston, Texas 77079 T 281.589.7257 F 281.589.7309 h ouston. o ff Icemlciotz. cam Texas PE firm Reg. # F-929 BENCHMARK INFORMATION: FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN 'IRE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV.=20.84' (NAVD 1988 2001 ADJUSTMENT) REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. FLOODPLAIN INFORMATION: 'IRIS PROJECT PARTIALLY UES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN 'IRE 500-YEAR FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED JUNE 18, 2007. REV DESCRIPTION BY DATE N0 AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. I:�PLjlt�jl![��i'/�IiI���:L� ved only for crossing underground ductlines, unless noted. of time of review only. i for AT&T Texas/SBC underground facilities only. Signature valid for one year. terPoint Energy/Gas Facilities s service lines are not shown.) THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTS BY SIGNATURE: ® DATE: ®� � _ UTILITY DETAILS 5 Klotz Project No 0127.012.001 Drawn By AMJ Checked By SB saole NONE Date AUGUST 2010 owG No sneer 34 of 42 (� w W Z w E�1 � � o w x� � �� z _ i� Z E • a z m (rn a " o - Q °p �` ii i= 0 o � i Z � � � otS L d kk I � J { Ow`r 00�01 � � � � Z_ � m O W � � --N .' LL O_ (A ' N N i� - ;w � ' $ ! � - a 'm � iW o i o - '� ��o i¢ a 0 O CV 0 N SAW CUT AND EXPOSE STEEL ON EXISTING CONCRETE STREET, MINIMUM SAW CUi = 2" DEEP MATCH EXISTING PROPOSED REINFORCED -CONCRETE DRVEWAY (SEE NOTE 1) /j3 BARS, 18" O.C.C. SEE SECTION B FOR SUBGRADE REQUIREMENTS NOTES: 1, CONTRACTOR TO MATCH EXISTING ORNEWAY PAVEMENT THICKNESS. 2, CONTRACTOR TO MATCH EXISTING p DRIVEWAY RADII. I� c__ _� _� EXISTING REINFORCED CONCRETE DRIVEWAY VIEW A DRIVEWAY WIDTH (SEE NOTE 2) EXPANSION BOARD EX SIDEWALK EX SIDEWALK 5' STABILIZED � PROPOSED SUBGRADE REINFORCED CONCRETE DRIVEWAY (SEE NOTE 1) COMPACT SUBGRADE TO 95% STANDARD PROCTOR OENSTTY — ETJ VIEW B CONCRETE DRIVEWAY FOR CURBED STREETS SCALE; N.T.S. KLOTZ STANDARD DETAIL P\ 12" � .a .�"R e o n : d •����y .. N .< . �j4 DOWELL BAR ®24" C-C . • ' a.' .. e . EMBEDDED 3" AND EPDXIED " � -"�T ..3" .. . 2'0" ROLLED CURB DETAIL SCALE: N.T.S. KLOTZ STANDARD DETAIL M 1" m BACKER ROD �� iH N SEALANT RESERVOIR AND SEAL 3/4' (SEE JOINT SEAL DETAIL) REINF. STEEL SEE KEY LOOSEt- LOAD DETAIL I- z ' w O� d r� a -�— _ � wa P z a G. 3/4" � w ° � a PLASTIC � .e � � z g" v 3/4" x 18" SMOOTH 8AR 1" CLR. EXPANSION SPACE (PAINTED &ASPHALT COATED SPACED i6" C-C) DOWELED INTO JOINT TO BE RIGID TO EXISTING PAVEMENT ENSURE PROPER OPERATION STEEL TO MEET ASTM 3/4" EXPANSION STEEL SPEC. FOR CONC. JOINT REDWOOD REINFORCING BAR EXISTWG PROPOSED PAVEMENT PAVEMENT DOWELED EXPANSION JOINT DETAIL SCALE: N.T.S. KLOTZ STANDARD DETAIL 1/4" MIN � r1/4" R i 1 0 �� . �.�-i -�� •• �• A B C D E SEALANT BACKER MINIMUM BACKER ROD JOINT BEAM ROD JOINT PLACEMENT WIDTH THICKNESS DIAMETER DEPTH DEPTH (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) i/2 3/8 1/4 1/2 1 1/4 1/2 1/2 1/4 5/8 1 1/4 1/2 5/8 5/16 3/4 1 1/2 9/16 3/4 3/8 i 1 3/4 5/8 7 1 13/4 ;8 1/2 11 1/4+ 2+4 TYPICAL JOINT DESIGNS FOR LOW -MODULUS SILICONE HIGHWAY JOINT SEALANT JOINT SEAL DETAIL SCALE N.T.S. KLOTZ STANDARD DETAIL MAX. CROSS SLOPE 1/4" PER FT. . 'a, Q .an •d • .�, a 4 . d ��, LN 1/4" R W N O .................... . 2" CEMENT STABILIZED SAND I � Z 6x6-(W2.9xW2.9) i-�— WELDED WIRE MESH 2" � W SIDEWALK CROSS-SECTION � 3—#3 DOWELS ®18" O.C. WITH Z�-O�� END WRAPPED TO PREVENT BONDING OF CONCRETE ON DOWELS a � a a � \ � Q � 4 2" CEMENT STABILIZED QAQD CV d- . c N........................................... ........................... 1/2"x4" POLYURETHANE 3/4" ASPHALT IMPREGNATED 80ARD OR FOAM STRIPPING AN APPROVED TYPE OF COMMERCIAL 3/4" SIDEWALK EXPANSION PREMOLDED EXPANSION JOINT JOINT WITH "KEY LOAD" SIDEWALK NOTES: 1. ALL CONCRETE SIDEWALKS SHALL BE REINFORCED AS SHOWN. 2. CONTRACTION JOINTS SHALL BE SPACED AT 4' INTERVALS. 3. CONTRACTION JOINTS SHALL BE 1/8" DEEP AND EDGED WITH A JOINTER OR GROOVING TOOL. 4. 1/2" EXPANSION MATERIAL REQUIRED WHERE SIDEWALKS ABUT BUILDINGS, CURBS, DRIVEWAYS, OR EXISTING SIDEWALKS. 5. EXPANSION JOINTS SHALL BE SPACED AT A MAXIMUM OF 20' INTERVALS. 6. EXISTING SIDEWALKS SHALL BE SAWCUT TO FORM A SQUARE SURFACE AT LOCATIONS WHERE PROPOSED SIDEWALKS CONNECT TO EXISTING SIDEWALKS. 7. MAXIMUM AGGREGATE SIZE FOR CONCRETE SIDEWALKS IS 1". 8. ALL SIDEWALKS AND RAMPS SHALL BE ADA/TDLR COMPLIANT. CONCRETE SIDEWALK SCALE: N.T.S. KLOTZ ASSOC. STANDARD DETAIL 3/16" PLATE 1 .� 1 �� 45' 2" 45' 1.26" DIA. KEY LOAD DETAIL SCALE: N.T.S. KLOTZ STANDARD DETAIL o%��, CITY OF LA PORTS ~ -�'-:- " 9-t PLANNING DEPT.ENGINEERING DIN. � .., 604 W. FAIRMONT PKWY. +�. LA PORTS. TEXAS, 77571 281-471-5020; FAX: 281-470-5005 FLEETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD 8106-02-00 CITY OF LA PORTS, TEXAS klotzt�'associates 1160 Dalry Ashford, Sulte 500 Houston, Texos 77079 T 281.589,7257 F 281.589.7309 h ou ston, o ff fce�cl otz.com Texas PE Firm Reg. � F-929 BENCHMARK INFORMATION: FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK P 10310 AT THE INTERSEC TION OF FAIRWOOD AND STAM ED 0 A T CORNET DRIFTWOOD LOCATED 0 N INLET AT THE SOUTHE S P N 539-Y IN N FOUND IN KEY MA 0 � THE INTERSECTIO THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEY.=20.84' (NANO 19fif3, 2001 ADJUSTMENT) . REFER TO SURVEY CONTROL SHEET B FOR TEMPORARY BENCHMARK INFORMATION. FLOODPLAIN INFORMATION: 'PHIS PROJECT PARTIALLY LIES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN THE 500-YEAR F100DPLAIN ACCORDING TO FEMA FlRM MAP NUMBER 48201C0940L, DATED JUNE 18, 2007, DESCRIPTION I BY I DATE "iiY.YiG4i. AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PRIVATE UTILITY LINES SHOWN rPoint Energy/Electric Facilities ved only for crossing underground ductlines, unless noted. at time of review only. i for AT&T Texas/SL3C underground facilities only. Signature valid for one yeor. �enterPoint Energy/Gos Facilities ;Gos service lines ore not shown.) ��� ��' �" THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY Q ���� SIGNATURE: DATE: v��=<'�— .,.,,�. S.�e�c�'g,wnti�n.'P fr. PAVING DETAILS 1 Klotz Project No 0127.012.001 Drawn By AMJ Checked By S9 wale NONE odte AUGUST 2010 DWG No Sheet 35 °f 42 =i 1 � w m � '" � �° - aw = m �„ z C7 z � • a m � � a Q ¢ w ❑ o ;o ❑ as Q �! ��'� � I w � ` g '�� -� a C7 Z a = w ,a �= � � 'z � f� � z � - a � � Nm i t~i o E D_N ��a¢ g �J �¢ � ilO F- �' :ULL a O O � O N ���� � Z.m N LPL. Da.. U) '. 'o i. SAWCUT OR TOOL, 3/8" x 1 1/4" DEEP WITH SEALANT, (SEE JOINT SEAL DETAIL) OWEL 1 "� x 18" ®12" C-C PAINTED &GREASED CONSTRUCTION JOINT DETAIL SCALE: N.T.S, KLOTZ STANbARO DETAIL STAIN RAMP TO 17'0' STAIN RAMP TO CONTRASTING COLOR; CONTRASTING COLOR; CLIENT TO DEFINE 6.0' S,0' 6.0' CLIENT TO DEFINE COLOR. 2.0' 2.0' COLOR. 000000 000000 � o00000 000000 � 000000 000000 � x 1:12 M XIMUM °O 1:12 MAXIMUMX Q o00000 � o0000o Q � °°O°°° u; °°°°°° � o °°O°a0 °°°°o° o �, °°000a °°°°°° �, °°°aaa °°°°aa °a0°°° °°o°aa NOTES 1. DETECTABLE WARNING SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 IN. (23mm), A HEIGHT OF NOMINAL 0.2 IN. (5 mm) AND ACENTER—TO—CENTER SPACING OF NOMINAL 2.35 IN. (60 mm) AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT —ON —DARK OR DARK —ON —LIGHT (RE: ADA SECTION 4.29,2), MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTERAL PART OF THE WALKING SURFACE. 2. AREA OF RAMP TO INCLUDE CONTRASTING COLOR DOES NOT INCLUDE THE WINGS. 3. TYPICAL SIDEWALK WIDTHS ANO CURB RADII SHOWN FOR ILLUSTRATION, REFER TO TRANSPORTATION MANUAL FOR APPROPRIATE SIDEWALK WIDTHS AND RADII. z SITE PLAN � STAIN RAMP TO CONTRASTING COLOR; 1:50 MAXIMUM M CLIENT TO DEFINE _� COLOR. ---.�� � X � � N O Q 0000000 „ O � � o000000.- o u •7 J o 0000'000dbo � +\� N 0000000000 0000000000 y o000000..0 �P o000000000 p f o000000 `- o LAG o0000000 0 ,`O 0000000000 . 0000000000 00000000000 � 5.0' LAY DOWN CURB (FLAT} 16.0' io 8'-0" MAX. PANEL LENGTH DOME CAP 2"x2" LINE POSTS I FINISH GRADE '� I I:�.. .L ; I t.. CONCRETE FOOTING Z ..I I . - \�� \\ \\\ ., `��.\� , �\ I h, CLASS B CONC. ,:I f•:, � :� I � � ;I I••; iq .: � I •:�:. w w •'�.. I— z m � i� WROUGHT IRON FENCE SCALE: N.T.S. KLOTZ STANDARD DETAIL PEDESTRIAN RAMP SCALE: N.T.S. KLOTZ STANDARD DETAIL NOTE: FENCE PLANKS SHALL REMAIN FACING THE SAME DIRECTION AS EXISTING FENCE. VARIES WITH SLOPE OF GRADE F O' ( 1"x2" CEDAR 6'- 0"xt"x6" CEDAR 2"x8" CEDAR CAP 3"0 GALV STEEL POST 2"x4" PRESSURE TREATED PINE, CONTINUOUS (TYPICAL OF 3 PER POST) NOTES: 1, ATTACH PICKETS TO STEEL CHANNEL WITH SELF BEVELED TAP SCREWS. 12"x2" TREATED 2"x4"PRESSURE FOR DIRECT TREATED PINE AT CONTACT WITH SOIL BOTTOM BOARDS 3" HIGH CONC COLLAR MAX 2" FROM KICK BOARD. SLOPE KICK BOARD AS NEEDED TO FOLLOW GRADE. WOOD FENCE SCALE: N.T,S. KLOTZ STANDARD DETAIL 3'-6"x8" FOOTING (SEE SPEC) o`�: `��, CITY OF LA PORTE �- � � vp-+ PLANNING DEPT.ENGINEERING DIV. � ,,... 604 W. FAIRMONT PKWY. +�. LA PORTE. TEXAS, 77571 281-471-5020; FAX:281-470.5005 F�EETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD B106-02-00 klotz���associates 1160 D°fry Ashford, Sulte 500 Houston, Texas 77079 T 281.589.7257 F 281.589.7309 h ou ston.off IceQlcl otz.com Texas PE Flrm Reg. {� F-929 BENCHMARK INFORMATION: FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRW000 AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV.=20:84' (NAW 1988; 2004 ADJUSTMENT} REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. F1000PLAIN INFORMATION: THIS PROJECT PARTIALLY UES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN THE 500-YEAR FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED DUNE 18, 2007. DESCRIPTION I BY I DATE AT LEAST 48 HOURS BEFOR O�XC uA¶NG IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PRIVATE UTILITY LINES SHOWN ved only for crossing underground ductlines, unless noted. of time of review only. f for AT&T Texas/SBC underground facilities only. Signature valid for one year. service lines ore not shown.) THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTES D B cv_n�eniac• DATE: ,moll PAVING DETAILS 2 Klotz Project No 0127,p�2,00� Drawn By AMJ Checked By SB scale NONE D°te AUGUST 2010 DWG No sneer 36 of 42 w z� � �� a w � _� � � Z � z� a _ F [] w �Q � a a I i I � 'a > ~ to � Iz � �� �� ow x m 'I �� �z h-W z� Q n `o` ,� I > D. � � a� �� _ ❑� _ ��N �¢ I p.otS P op�0 � P ���M N��� TOPSOIL OVER RIPRAP TIMBER BENT FOR OU"(FALLS 48 IN. DIA. ,AND LARGER. SEE NOTE 4 AND TIMBER BENT DETAIL. D/2 (TYP.) _� � ,�� _> � °t u. CMP OR HDPE SEE NOTE 2. EXISTING PIPE ..� Z z �� i MANHOLE CEMENT ST ICI D SAND PLAN TO SPRIN NE. E NOTE 3. 3 FT. MIN. MAINTENANCE BERM SECT) C4P GR HDFE. SEE NOTE 2. � MANHOLE � BEDDING IP.1PEi? E3i:n! FOi: OUTFACES CMP D ETAI � 48 III. DiA. ;1Nu LARGER. SEE ���/ �'���� 'lhr;u .� �i�-1�1I t;t�.T.aiL.. SEE NOTE 4. � IF CONCRETE LINED, � A REMOVE EXISTING PIPE 10 FT. MIN. INTO SLOPE � TYPICAL IONCRETE COLLAR DETAIL JOINT WITH DOUBLE WIDE COUPLER TO n�. 1 �' ' �' � ENGAGE A MINIMUM OF FOUR Q { X 12 IN. I MIN. I MIN. co CORRUGATIONS ON EITHER HALT FELT. SIDE GF THE JOINT WEW PIPE -�. � .-r- / 1 \ I ."�'. FTM�N'�; / 1 \ / 1- CMP SEE NOTE 2. �� ` � �:. -SEE NOTE 7. �/ � EXISTING PIPE �. J .,... .. - SEE NOTE 3. A /�� 1.5 O.D. + 12 IN. MIN. SLOPE 6 IN. �- - 20 FT. (MIN.) FAB TED EL W ��� z PIPE ADJUSTMENT DETAIL � � Z 24-INCH TO 42-INCH DIAMETER CEMENTS BILIZE SAND REMOVE EXISTING PIPE A.LL ARO D PIPE= E NOTE 3. 10 FT. MIN. INTO SLOPE SEC N A TE(i \� SEE NOTE 8. 1 � � TIMBER BENT FOR OUTFACES 48 IN. DIA. � SEE NOTE 6. EXISTING PIPE AND LARGER. SEE TIMBER BENT DETAIL. A � _ _ � + , � SEE NOTE 7.-� CMP OR HDPE ''' - --- I --- SEE NOTE 3. D CONCRETE A 6D OR TOP OF SLOPE 6 IN. PIPE ELEVATION ON 20 FT. (MIN.) OPPOSITE BANK, WHICHEVER IS SMALLER. SECTION TYPICAL STORM SEWER OUTFACE STRUCTURE LAYOUT iOPSOiL OVER RIPRAP SEE NOTE 2. �' - i � ... SEE NOTE 7. � EXISTING PIPE SEE �JOTE 3. SEE TYPICAL CONCRETE COLLAR DETAIL. fry/,�•�,' . .:. • .. �� � CL CHANNEL NOTE: T (MAT THICKNESS) - IN. GRADE � z `• Z �� 1 /2 IN i STAINLESS TEEL BANDS TO � EE NOTE 9. BE COCA DON CROWNS 5 �' OF CORRU TIONS (TYP.). MIN. INTO SLOPE BAND MIN. COUPLER EXISTING i ..®- PIPE D AIL -ry 6 IN. MIN. ALL AROUND (TYP.) EXISTING .. PIPE 'I \SEE NOTE 9. DING CONCR PIPE DETAIL TOP OF TIMBER BENT EXPOSED ABOVE SLOPE 6 FT. MAX. SEE NOTE 3. HIGH ENSITY CORRUGATED POLYET ENE (HDPE) SMOOTH LINED PIPE. HDPE PIPE BAN COUPLER DETAIL 1 FT. MIN. r � � � , . � � , 1 GALVANIZED BOLT 4 IN. X 8 IN. TIMBER PIPE DIA. VARIES SEE NOTE 7. I 4 IN. X TIMBER I, I a SEE NOTE 3. � 8 IN. DIA. PILE GALVANIZED N 8 IN. DIA. PILE BOLT 7�`1' �uI SEE NOTE 6. SEE NOTE 4. TYPICAL SECTION ELEVATION TIMBER BENT DETAIL FOR 48-INCH AND LARGER OUTFACES STORM SEWER OUTFACE NOTES: 1. INSTALL OUTFACES 48 INCHES OR LARGER, AND STORM SEWER AND TREATMENT PLANT OUTFACES OF ANY DIAMETER, WITH RIPRAP EROSION DIMENSIONED AS SHOWN IN "TYPICAL STORM SEWER OUTFACE STRUCTURE LAYGUT." 2. STORM SEWER OUTFACE PIPES WITHIN THE HCFCD RIGHT-OF-WAY SHALL BE CHIP OR HDPE IN ACCORDANCE WITH SPECIFICATION SECTION 02642-CORRUGATED PdETAL PIPE, HIGH DENSITY POLYETHYLENE PIPE (HDPE) IN ACCORDANCE WITH SPECIFICATION SECTION 02505-HIGH DENSITY POLYETHYLENE PIPE, OR APPROVED EQUAL. 3, PROVIDE AND PLACE CEMENT STABILIZED SAND IN ACCORDANCE WITH SPECIFICATION SECTION NO. 02321 -CEMENT STABILIZED SAND. 4, TIMBER BENTS SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02464-TIMBER BENTS. 5. STORM SEWER OUTFACES SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02316-STRUCTURAL EXCAVATING AND BACKFILLING. g, RIPRAP SHALL BE PLACED IN ACCORDANCE WITH SPECIFICATION SECTION 02378-RIPRAP AND GRANULAR FILL. FILL RIPRAP VOIDS AND BURY RIPRAP A MINIMUM OF 6 INCHES WITH TOPSOIL GN SIDE SLOPE AS DIRECTED BY THE ENGINEER. 7. SET FLOWLINE OF OUTFACES 1 FDOT ABOVE CHANNEL FCOWLINE OR 1 FOOT ABOVE NORMAL WATER SURFACE ELEVATION. 8. SEE CONCRETE CHANNEL LINING DETAIL SHEET FOR CMP OR HDPE OUTFACE DETAILS THROUGH CONCRETE CHANNEL LINING. TYPICAL RIPRAP LINING DETAIL -SIDE SLOPE 0 N LY 9. STRUCTURAL CONCRETE #4 BARS (GRADE 40) 12 INCH O.C. EACH WAY - FOR COLLARS ONLY. CHANNEL TYPICAL RIPRAP AT CONCRETE CHANNEL LINING B SECTION THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON HCFCD PROJECTS OR PROJECTS TO BE MAINTAINED BY THE HCFCD WHEN COMPLETED BY OTHERS. AN ENGINEER WHO INCORPORATES THE DETAILS ON THIS SHEET BECOMES RESPONSIBLE FOR ITS USE IN TFIE END PRODUCT IN ACCORDANCE WITH RULE §137.33 (b) AND (c) OF THE TEXAS STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS. RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC, HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY �( SIGNATURE DATE:v� � Si�eye:'6 ; tan P.E. NAME:��- � z 0 a w 0 z w W 0 0 �' �� Z //////��VJJJ//////''''''////����'' /{ J N � �l LLQ N Q W W I j � i.� oQ w� O z to � � � � � W � � W �o o� z cn a W w � � � > Q Y O � x � 0_ U Q N co �EE�$ ��.� SNte? . _ � P. 4 S (^v O p ����� vi �� �;31 vi $�� g $s«"�� ������ s® N �-+ O Y �larris Counfy flood Control Dis�ric� 9900 Northwest Freeway Houston, Texas 77092 DATE: 08-31-05 SCALE: NTS SHEET NUMBER 3� of 42 - P.E. SEAL AND SIGNATURE � w W zN Cm � G wa w =m � �z Z, a o � m 4 a ,m ow Q Q a. II �.. z N �� �� w � a¢ 0 �W I�= - � p iZ z - I � 4 � (7 • a � � Z �� m a� oo z i �� vp2u.. O a�Ljc�n c�OS N LL Ci cn • - ,I .� - -- - � .- . - .: , .�. . �� • � ��I��i�Ii �' 1. ,♦ i:��:ni�Lvi' � 'tr��d�i�� 1jt�i� � � ���•�� �� ��.����1 ��i������ � Q , ►�ti��i�i��`1 t��� iij1�� %� � � �i; � � �� �� � • � , ���� .- . O . ,, CHANNEL i PILOT CHANNEL_ ONE BELOW) i �1 TYPE A WI SEE WEEP, • � � • . � %� ��//i �, �•���*' %% �'!wKv�i"�'.'�i� ,:.. ;�. �� ���/�/ir 1 SEAL SLAB SEE NOTE 5. SPECIFY REINFORCING STEEL, SEE NOTE 11. A HALF SECTION INS SEE A. TYPICAL TRAPEZOIDAL CHANNEL LINING TABLE ONE BO M WIDTH PILOT CHANNEL WIDTH 8W < FT FLAT BOTTOM BW= 12 -20FT 6FT BW > 20 FT 8 FT CHANNEL BOTT i I FT. l� I" 5 MIN IN. SEE TYP. -� CHANNEL UNING DETAIL. SEE NOTES 1 AND 2. � 5 MIN. IN. ° z ° b TYPE "B" WEEP HOLE. SEE W'cEP Hv^LE ^uc�AilS. ' �__I#-1•" _1 SEE NOTES f-► 2 �' ►I e i_ - 1 ANO 2. I I 8 MIN. IN. � � D o O a�. � Z y 5 MIN. IN.-�f���- o �G co <Z MID -SLOPE LINING �-- m3 � � ° �'� 8 MIN IN. o.a.v:a,° �' i� 0 o TOEWALL UPSTREAM � � TOEWALL UPSTREAM f &DOWNSTREAM / de DOWNSTREAM. IEEP HOSE-j' -i � I � � �� TYPE "B" WEEP HOLE. ��_ s � SEE WEEP HOLE DETAILS. 1(TYP.) •y. 1 �0 1/ �:d.°° � �0��' SPECIFY REINFORCING z I- 2 FEET SEE NOTE 9. ��� �ti � <2 '3�s i �� �y4 =;,f" ��ti� a - • ': a � TYPE C WEEP HOLE AT FEET O.C. SEE WEEP HOLE DETAILS. 121 . � _--- �. _� - , _�-"�� _ •�. i��/j�/��//�\//% SEAL SLAB ���•�`��� / SEE NOTE 5. E A WEEP HOLE SEE WEEP HOLE DETAILS. TYPICAL RECTANGULAR CONCRETE CHANNEL LINING HALF SECTION SEE WEEP BOLE DETAILS. DETAIL B NOTE: STRUCTURAL BACKFILL MATERIAL TO BE e. SPECIFY REINFORCING STEEL. SEE NOTE 11. 8 MIN IN. �-Ir--li-� REINF. STEEL � SYMMETRICAL ° ° °ABOUT CL �' ° ° i° "4 ° ' •. N R. d a Z ° �". d° g ° � d ° 8 d ° 3 FT �L HARDWARE CLOTH 15 � ROOFING FELT- HARDWARE CLOTH 15 � ROOFING FELT 15 #ROOFING FELT 4 IN. DIA. PVC z �-GONG. CHANNEL 15 #ROOFING FELT FILTER FABRIC � �SEAL SLAB DRAIN GRAVEL rt 1 FT. 1 FT. 6 IN. 6 IN. 3 FT. SECTION TYPE "A" WEEP HOSE CO GEOTEXTILE TYP. z G .. •e . ; � :. �r 4 IN. DUI. PVC PIPE _ z z Ny �•� :« 5 � ROOFING FE FILTER FAB �, 0 z 0 I U 4 IN. PVC PIPE o W/HARDWARE CLOTH OVER END. (FILTER FABRIC DRAIN GRAVEL SECTION TYPE "B" WEEP HOSE AINAGE GEOTEXTILE TYP. WITH 8 OZ. X11LE. �Z� • ��_ ,� � � ���� ° : ° ° =IT' APPLY CONST. ADHESNE EXTENT OF d i -�� -SEE NOTE 8. ° 30' THICKENED � �� EL TION TO FILTER FABRIC TOP & SECTION ° ° TYp 4 M � BOTTOM CONTINUOUSLY ° ° SPECIFY REINFORCING » v� 4 MIN FT.. ° � � � � STEEL. SEE NOTE ,,. TYPE C WEEP HOLE d WEEP HOLE TES: a °. ° � °: SECTION 1. MATERIALS: 2 GALVANIZED d d AND WASHERS ON b. DRRAIN GRA L: DIA. SIEVE � E VC 96 FINER d NON-WOVENI GEOTEXTILE ° I EACH 1/2 X 6 IN. . ° ° ° i ° J' BOLTS, OR EQUNALE 1 IN 100 MIN. AOS SIEVE NO. 100 MI d.° ASTM A-36, PLACED AT 3/4 IN 70 - 100 MAX. AOS SIEVE NO. 70 MAX ° ° d 30 DEGREE INTERVALS d ° THROUGH PIPE. NO8 4N 20 - 60 WEIGHT OZ/SY 6 OZ. MIN ° I °. N0. 8 0 2. CUT WEEP HOLE PIPE FLUSH WfTH CONCRETE SUR CE. °. � ° ' °. � ° c. DWARE CLOTH: MIN. OPEN MAX. OPEN 3. TYPE "A" AND "C" WEEP HOLES FOR TYPICAL RECT GUV - - - .- � - -. - � 1/8 IN 1/4 IN CONCRETE CHANNEL LINING. TO BE STAGGERED. a° '' WEEP HOSE DETAILS ° ° PIPE OUTFALC NOTES FOR EXISTING CHANNEL UNING TOE OF SLOPE 1•. WHEN PLACING THROUGH EXISTING CHANNEL GENERAL NOTES: PLAN UNING, SAW -CUT 1 INCH AND REMOVE 4 FEET 1. STRUCTURAL CONCRETE FOR CONCRETE CHANNEL UNING AND NONSTRUCTURAL CONCRETE FOR SEAL SLAB ALL AROUND. SHAD_ BE IN ACCORDANCE WITH SPECIFICATION SECTION N0. 03310-CONCRETE. 2. EXPOSE A MIN. OF 18 INCHES OF STEEL. 2. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION N0. 03310-CONCRETE. SPECIFY REINFORCING PIPE 0 UTFALL DETAILS 3• EXCAVATION AND BACKFILI FOR CONCRETE CHANNEL LINING SHALL BE IN ACCORDANCE WITH SPECIFICATION STEEL. SEE NOTE 11. (FOR OUTFALLS 24-42 INCH DIA.) SECTION N0. 02316-STRUCTURAL. EXCAVATING AND BACKFILLUNG. 4. RIPRAP SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION N0. 02378-RIPRAP AND GRANULAR FILL. 3/4 INCH MATERIAL TYPE 5• ANON -REINFORCED 4 INCH MINIMUM NONSTRUCTURAL CONCRETE SEAL SLAB WILL BE REQUIRED BENEATH CBO�OREI•E CHANNEL 6 _THE BOTTOM OF CONCRETE CHANNELS. STRUCTURAL CONCRETE GRADE BEAMS SHALL BE INSTALLED TRANSVERSLEY AT 20 F00T MAX. CENTERS ON CONCRETE LINED CHANNELS WITH BOTTOM WIDTHS EQUAL TO OR GREATER THAN 20 FEET. 7• JOINTS: .... 6 IN. A PLACE CONSTRUCTION AND/OR EXPANSION JOINT IN CONCRETE LOW -FLOW AND TRAPEZOIDAL BOTTOM �/� �/ 2�%i�%i� 1 FT. # DOWELS ON SECTIONS AT 20 FOOT MIN., 60 FOOT MAX. SPACING CONTINUOUSLY THROUGH CHANNEL LINING. //� /��! �� B. PLACE CONTROL JOINT ON SLOPES AT 20 FOOT SPACING. SEAL SLAB � IN. CENTERS. 8. CEMENT STABILIZED SAND SHALL BE PROVIDED AND PLACED IN ACCORDANCE WITH SPECIFICATION SECTION SEE NOTE 5. �- 1 FT-6 IN N0. 02321-CEMENT STABILIZED SAND. MIN FT. 9. DELETE 2 FT FLAT EDGE WHEN UNING IS BELOW TOP OF BANK. SEE MID -SLOPE LINING DETAIL. \�/ GREASE &WRAP ONE END OF 10. UPSTREAM AND DOWNSTREAM TOE WALL 3 FOOT MIN. DEPTH AT BOTTOM OF SLOPE AND 8 INCHES THIICK. 1 M FT. DOWEL WITH FELT OR USE FILTER FABRIC. SEE 11. �4 AT 12 INCH O.C. MINIMUM OR EQUNALENT WELDED WIRE FABRIC. PLASTIC SLEEVE AND PLACE IN WEEP HOLE NOTES. CENTER OF SLAB. SPE REINFORCING EX PAN S 10 N JOINT THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON HCFCD STEEL. NOTE 11. PROJECTS OR PROJECTS TO BE MAINTAINED BY THE HCFCD GRADE BEAM DETAIL 3/4 IN. MATERIAL TYPE THE DETAILS ON THIS S EETSBECOMES GRESPONSIB�E FOR PITS USE (SEE NOTE 6) CONTINUOUS STEEL IN THE END PRODUCT IN ACCORDANCE WITH RULE t137.33 (b) ANO (c) OF THE TEXAS STATE BOARD OF REGISTRATION FOR TREAD IN PROFESSIONAL ENGINEERS. 6 IN. 1 �. FILTER FABRIC SEE WEEPHOLE RIS IN. NOTES. CONSTRUCTION JOINT 3/4 IN. MATERIAL TYPE SPECIFY RE ORCING STEEL. S NOTE ,,. HALF JOINT CONCR UNING THICKNES MIN IN (SLOPES ONLY) STAIR DETAIL CONTROL JOINT SFy/ STEEL. SEE NOTE 11. � TOP OF BANK LINING TYPICAL CHANNEL LINING DETAIL MATCH EXISTING CHANNEL REINFORCEMENT 4 FT. MIN. ° All AROUND _ v11 TRIM PIPE -FLUSH c. WfTH CHANNEL � 8 MIN IN. UNING VARIES BASED ON SIDE SLOPE, MIN. ` 1 FOOT VERTICAL � _ � '" - - d° AT TOE OF SLOPE. /� '�` ,�� ••,• P.'_. SEAL AND SIGNATUARE RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAMANGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAMANG BY POSTING THE INFORMATION SUBMITTED 8Y THE CONTRACTOR ON THE ORdNALS OF THE CONTRACT DRANANGS. ATTES BY Q �%j� ' SIGNATU�+RE: ,{� GATE: �+I+� NAME: J�2]i�- l Y•E. cn _� Q v� ~ o w z � O � w °- z �z z O O � � � W W z �o z Q �_ J U U Y � O W � � m U z � m m w o � U Q a� � +' � g; iA •� ����$ V �� � O ���g€ r� �� �'s��€e co �_��° N O Harris County flood Control Dis�ric� 9900 Northwest Freeway Houston, Texas 77092 DATE: AUGUST 2010 SCALE: NTS DWG No. I SHEET No. 38 OF 42 .• L i i i w Z z �� ow _� _ �z Z - a m �w a �� o � _6 ¢� a , F�- cn U a d X ��. � m �Z U` � � '� zW waw �� =m is �Y �Z st � � Z a € � � m � J � o F o� �� � N a �' � � 0��0 N V' w U cq '',,. Z TABLE OF DIMENSIONS & REINFORCING STEEL .TABLE. OF wINGwALL lWings for One Structure End) REINFORCING Variable ESti�Uted 3 t2-Wil'tg$) Dimensions Reinforcing Quantities Bar Size No. S a per ft of DL #5 1'-0" wing length DS #5 � 1"-0" Maximum Bars Jt Bars J2 l2�Wings) Wingwall W X Y Z E #4 � 1'-0" HeHWht N Spa N Spo Reinf Conc F stq � 1•�0�� N In (Lb/Ft) (CY/Ft) G #6 q �4 1 0" 33.73 0.248 M �4 4 3'-0" 2'- 5" 1'- 0" 9" 7" �4 1'-0" #4 1'-0" 37.07 0.261 P #4 � 1'-0" 3, _6�� 2, _ 5,, 1 , _ 0:: 9:, _ 7" #4 1, -0" �4 1 . _0„ 37. 74 0.273 RS �5 3 4'-0" 2'- 5" 1'- 0" 9" 7" #4 1'-0" �4 1'-0" 38.41 0.285 RL �5 3 4'-6" 3'- 2" 1'- 6" 1'- 0" 7" �4 1'-0" �4 1'-0" 41.75 0.330 V �4 1'-0" 5'-0" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" #4 1'-0" 45.09 0.343 TABLE OF ESTIMATED 5'-6" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" #4 1'-0" 45.75 0.355 CULvERT TOEwALI 6'-0" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" s:4 1'-0" 46.42 0.367. QUANTITIES 7'-0" 3'- 8" 1'- 9" 1'- 3" 7" �4 1'-0" #4 1'-0" 52.77 0.414 8'-0" 4'- Z" 2'- 0" 1'- 6" 8" �5 1'-0" #4 1`-0" 60.19 0.486 Bar Size No. Spa 9 -0 4 8 2 3 1 9 8 #4 6 #4 6 81.49 0.535 �4 1 10'-0" 5'- 2" 2'- 6" 2'- 0" 8" �5 6" #4 6" 97.25 0.584 � 11'-0" 5'- 8" 2'- 9" 2'- 3" 8" #6 6" #5 6" 133.65 0.634 Reinf (Lb/Ft) 2.45 °' 12'-0" 6'- 2" 3'- 0" 2'- 6" 9" #7 6" #5 6" 162.29 0.721 Conc (CY/Ft) 0.037 U + u�i ai 13' -0" 6' - 8" 3' - 3" 2' - 9" 1 1 " #7 6" #5 6" 178. 80 0. 856 0 0 � � 14' -0" 7' - 2" 3' - 6" 3' - 0" 1 ' - 0" #8 6" #5 6" 216. 78 0. 959 °-t�.�_ 15' -0" .7' - $" 4' - 0" 3' - 0" 1' - 1 " #9 6" #6 6" 283. 06 1. 068 a��. 1,6' -4" .8' - 2�: 4.'_- 6" 3' - 0" 1 ' - 3" #9 _ 6" #6 __ _ 6" 297.02__ _1. 234 .�mo� c o y� F i n i shed Grade '��u,c t0 x (Roadway Slope) w nt+ O _ p - + - - � ;h WING DIMENSION CALCULATIONS: Formulas: (All values ore in Feet) B = tA) [Tangent (�9 + 15°) J Lw = (A) [Cosine ($ + 15°lJ For Cast -in -place culverts: Ltw = C (N) (S> + (N + 1 ) {U) J (Cosine $) For Precast culverts: Ltw = -C (N) _ (2U + SJ + (N - 1 ) -(0. 500') 7 .......(Cosine 9) Total Wingwall Area (Two Wings � S.F.) _ (0. 5) (Hw + 0. 333' ) (Lw + A) Hw = Height of Wingwa SL:1 = Side Slope Ratio (Horizontal:l Vertical) A = Length of Short Wingwall Lw = Length of Long Wingwall Ltw = Culvert Toewall Length N = Number of Culvert Spans $ = Culvert Skew See applicable box culvert standard for H, S, T, and U values. M � � o � F _ N x �` - � �` S � .. J See Corner o ` ..�i ` Details +om� R .- � v S ��� � � � � �+� c'v I Conforms to S I ape Ltw -' � r � o I perpendicular to Rdwy 4� � �� � alum ------- ' �a,�� D I G _ I --------e= 000� = SL o � ,�`, _ vc-af v �, l (1 �♦ t. •- •- S_ � I N i v°��a I I CTyU I oionC ~ ---- - I <t I- ---- - - ---- --- - - - - I V10N0 O I L TLC 1 J2 � � � o +- I � N Toe of I OLcco Slope I MN �OOyO �Zo� INSIDE ELEVATION u~-'o w X Y �� � (Showing reinforcing. Culvert and Culvert o a � o Toewall reinforcing not shown for clarity.) W 8" � W � z w 0 U 0 i N �s Jt- -J 2 E -1--�-� Const Jt ,� G IP Wingwall Toewall �L6" SECTION A -A L WINGWALL Q--� RL � � '. FOOTING AND TOEWALL CORNER DETAILS (Culvert and Culvert Toewall reinforcing not shown for clarity.) :, Length of Wings based on SL:1 slope along this line. 0 (Showing dimensions and 30° Skew.> E JI J2 Culvert Toewall 6" SECTION B-B � �, �:� 2- L -V �0 Skew BARS DS (Short Wing) ,0„ 2' 2'-0-0" f ,I 15° BARS OL - (Lang Wing) r-I 0 N BARS RS (Short Wing) 2' 0" BARS RL (Long Wing) 1 i- N m o� �+- •- c o vQ� > �- L + Q to � � CN N .} N J 3 S Y+4,� BARS. J t 2 0" 8" �' o N BARS L 'S° ess >kew r i- 0 � � +- •� J i�- >� O �� N I V J .}. N BARS V 0 N N BARS J2 UEvtend Bars P 3`-0" minimum rota bottom slab of Box Culvert. OAdjust to fit as necessary to maintain 1 I/4" clear cover and 4" minimum between bors. U3 Quantities shown are based on an average wing height for two wings tone structure end). To determine total quantities for two wings multiply the tabulated values. by 0. 5 x (A+Lw> . ORecommended values of Slope are: 2:1, 3:1, 4:1, & 6:1. �5 When shown elsewhere on the plans, a 5" deep concrete riprap shall be constructed.. Payment for riprap shall be as required by Item 432, "Riprap". Unless otherwise. shown on the plans or directed by the Engineer, the riprap shall have a 6" wide by 1'-6" deep reinforced concrete toewall along all edges adjacent to natural ground9 the toewall shall be reinforced by extending typical riprap reinforcing into the toewall; construction joints or grooved joints, oriented in the d'+rection of flow, shall extend across the full distance of the riprap, at intervals of approximately 20'. When Such riprap is provided, the culvert toewall shown in SECTION B-B will not be required. 6O At Contractor's option, Culvert Toewall may be ended flush with Wingwall Toewall. Adjust reinforcing from that shown as necessary. O Applicable values of of Skew are: 15°, 30°, and 45°. O8 Typical wingwall angle for all skews. 0" min to 5'-0" max. Estimated curb heights are shown elsewhere in the pions. For structures with pedestr-Ian rail, bicycle rail or curbs taller than 1'-0°°, refer to ECD standard. For structures with T6 bridge rail, refer to T6-CM standard. For structures with traffic rail, other than T6, refer to RAC standard. 10 For vehicle safety, curb heights and wall heights shall be reduced, if necessary, to provide a maximum 3" projection above. finished grade. No changes will be made in quantities and no additional compensation will be allowed for this work. GENERAL NOTES: Designed according to AASHTO LRFD Specifications. Ail reinforcing steel shall be Grade 60. Ail concrete sha81 be Class °'C°' and shall hove a minimum compressive strength of 3600 psi. Ail reinforcing bors shall be adjusted to provide a m i n i mum of 1 I/4 " c l ear cover. .When structure is founded on solid rock, depth of toewalis for culverts and wingwails may be reduced or eliminated as directed by the Engineer. See BCS sheet for additional dimensions and information. The quantities for concrete and reinforoing steel resulting from the formulas given on this sheet are for Contractor's information only. �.»>� EOF7� �� ��sri 80294 � %xos Deportment of ironsportotlon Bridge Division CONCRETE WINGWA�LS WITH FLARED WINGS FOR SKEWED BOX CULVERTS :���� FILE: fw-sstde.dgn ``�-' © TxDOT February 2010 (/,1n�Od REVISIONS FW-S DN: GAF cK: CAT Dw: TxDOT ck: GAF DISTRICT FEDERAL AID PROJECT SHEET COUNTY �CONTROL�SECTI JOB (HIGHWAY I l � i)z Z N � � m � w - =N �Z z � - a r � m W .. ,., .� 0 o � � a S in � � o d w Z N i � � � Iw � _ Z a� o � i= � �, z � � (z � I— � a � � Q '� a w �� ¢ - � � to o a �J �a� �, O � � CA Q � ��W� J N LL D_' (n l O 0 N 0 N O a .3 E 0 0 FIELD VERIFY LOCATION AND DEPTH. REFER TO HCFCD CONCRETE LINING DETAIL �i�fi��-r=d= � I °�T b a� I ]-1— �—fifi� I a�-1�- L� ����°1—b a -I �n—I_ �I_I I1_�,I I_ REINFORCING STEEL PLAN OVERFLOW SWALE DETAIL (PRIVATE PROPERTY SIDE} SHOWN AT STA 1+90.00 -FACING NORTH SCALE: N.T.S. KLOTZ STANDARD DETAIL �_� oEi °rr*r a�r 1 ai l i -t- �- I -I- -- . �-� : --f-' I�. 5H:1V SLOPE 3' OVERFLOW SWALE DETAIL (HCFCD) SCALE: N.T.S. I NOTE' O i REINFORCING STEEL SHALL BE #4 AT 12 INCH O.C. MINIMUM OR � I EQUIVALENT WELDED WIRE FABRIC . ..� 2' oF;'- f� (vl'TY Cl� I L� PCIRTF � � � A-+ PLANNING DEPT.ENGINEERING DIV. 804 W. FAIRMONT PKWY. ,�, LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470.5005 FLEETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD 8106-02-00 CITY OF LA PORTE. TEXAS klotz���associates 1160 Doiry Ashford, Suite 500 Houston, Texos 77079 T 281.589.7257 F 281.589.7309 hauston, o ffice®klotz.com Texas PE Firm Reg. �/ F-929 BENCHMARK INFORMATION: FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND. DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV,=20:84'` (NANO 1988; 200f ADJUSTMENT) REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. FLOODPLAIN INFORMATION: THIS PROJECT PARTIALLY LIES WITHIN SHADED ZONE X, AREAS CONSIDERED TO BE WITHIN THE 500-YEAR FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 48201C0940L, DATED JUNE 18, 2007. 1�YA:71ilIeP.—[�1t�7�hl AT LEAST 48 HOURS BEFORE E�XC` A±ATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PRIVATE UTILITY LINES SHOWN �ved only for crossing underground ductlines, unless noted. at time of review only. i for AT&T Texos/SBC underground focilities only, Signature valid for one yeor. rPoint Energy/Gas Facilities service lines are not shown.) THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTES BY SIGNATURE• DATE .....� S�eve'F��1n�a�:Q E. RELIEF SWALE DETAILS Klotz Project No 0127.012.001 Drawn By AMJ Checked By SB scale NONE Date AUGUST 2010 Dwc No sneer 40 of 42 i 0 !�' w m � u, m =m ¢ _ _ � �Z Z a _ o m � �' W � � Q � � �, a � o (n a � > � N � w I c � _Z a � U' �� o Z J a � _ � 0 QQ =� v ot1 W � � - �� F- � a N Z • m O �° �¢ - � � � - � tL'Q ❑o DU �� _> � LL N a G U U D a I �_ u> z � o V�' O rn W W� i I N -I O N LL Z U � n 0 Q �3 O ', i o A �, 0 r; N PROPOSED EXTENSION 10'-0" TYPE "C-2A" 8» 5'—O" TYP--E "C-1" tea) . � .°° N • EXISTING CURB � • MATCH LINE DOWELS #4C�12 . .. CSC-�1� EXPANSION JOINT �( m BLOCKOUT LENGTH TO EXTEND 3 FT BEYOND INLET „ EXTENSION AND EXISTING INLET. PLAN EXISTING TOP CURB � �— 3/4" EXPT JT NORMAL GUTTER LINE � 1'-8" TYPE "C-1" 3'-0" 1'-10" TYPE "C-2A' �---- EXISTING � � \\ BOTTOM CURB 24 11 AND GUTTER LEAD PVMT DEPRESSED PVMT SURF ��_�/� 10'-0" TYPE "C-2A" _ 1'-6" 6„ NORMAL GUTTER LINE—� =-,- EXISTING —' PVMT PVMNT BLOCKOUT, #4 AT 12" E.W. 5'-0" TYPE "C-1" SECTION _� ELEVATION ��j A -: _$ CITY OF LA PORTE � �+ PLANNING DEPT.ENGINEERING DIN. 604 W. FAIRMONT PKWY. �. LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470-5005 FLEETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS GENERAL NOTES: FROM SPENCER HIGHWAY TO EXISTING CURB HCFCD B106-02-00 CITY OF LA PORTE TEXAS . TYPE "C-1" INLET WITH ONE EXTENSION (C I O t Z / associate s (5'-0" LONG) ' �' TYPE "C-2" INLET WITH ONE EXTENSION tlso D°iry Ashford, suite soo 3'-0" ON EACH SIDE Houston, Texas 77o7s T 281.589.7257 F 261.589.7309 h ouston. office®kl otz. com TYPE "C-2A" INLET WITH DOUBLE EXTENSION Texas PE Firm Reg. M F-929 (10'-0" LONG) BENCHMARK INFORMAl1ON: FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND DRIFTWOOD LOCATED ON INLET AT THE SOUTHEAST CORNET NOTES: OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-OC. ELEV.=20.84' (NAND 1988, 2001 ADJUSTMENT) 1. CORE EXISTING INLET AT EXTENSION CONNECTION. REFER ro suRVEY coNTROL sHEEr 8 FOR TEMPORARY MAXIMIZE OPENING SIZE BENCHMARK INFORMATION. NORMAL GUTTER LINE 2. CONCRETE CUTTING, SURFACE RESTORATION, CURB TOP CURB REPLACEMENT, AND ALL OTHER ANCILLARY WORK FLOOOPLAIN INFORMATION: TO PERFORM THE INLET MODIFICATION IS THIS PROJECT PARTIALLY UES WITHIN SHADED ZONE X, INCIDENTAL TO THIS BID ITEM. AREAS CONSIDERED TO BE WITHIN THE Soo —YEAR FLOODPLAIN ACCORDING TO FEMA FIRM MAP NUMBER 3. WHERE CALLED OUT ON THE PLANS, THE 2-5' 48201C0940L, DATED JUNE 18, 2007. EXTENSIONS CAN BE LOCATED ON EACH SIDE OF THE INLET OR ON A SINGLE SIDE AS SHOWN. BOTTOM CURB CONTRACTOR TO MINIMIZE DISRUPTION TO AND GUTTER RESIDENTS. PVMT 4. MATCH EXISTING PAVEMENT JOINTS. 5, SAWCUT EXISTING CONCRETE PAVEMENT AT BLOCKOUT. RETAIN EXISTING TRANSVERSE STEEL. TIE #4 BARS TO EXISTING OR DOWEL IN AT 12" MAX SPACING. REV DESCRIPTION BY DATE EXISTING INLET AT LEAST 48 HOURS BEFOR�XC� NG IN STREET R.O.W. OR EXPANSION JOINT EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. NORMAL GUTTER LINE 7" �._ # 4 BARS � 1 PRIVATE UTILITY LINES SHOWN #4�12EW �}/— R 3/4" EXPT JT /t— TIE TO .� n NORMAL EXISTING PVMT GROUND ������.�112"�� I - - - I. s 2'-4" # 4 � 12 E W PROPOSED EXTENSION SECTION O �aa EX 24" RCP �a . INLET MODIFICATION DETAIL SCALE: N.T.S. KLOTZ ASSOCIATES STANDARD DETAIL 0 • �_ • • • a. • d ' 4 • a 'Q SECTIO� Approved only forcrossing underground ductlines, unless noted. Valid at time of review only. Date: Approved for AT&T Texas/SBC underground Z X conduit focilities only. Signature valid for one year. OPENING IN EXISTING INLET � � Date: WALL TO BE SAWCUT OR CenterPoint Energy/Gas Facilities CORED WITH CLEAN EDGE. o � (Gas service lines are not shown.) MAXIMIZE OPENING SIZE. � �. RECOR�-�RAWWG THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD �O DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT '� DOWELS # 4 X 12" DRAWINGS. ATTESTED Y 4� % (SEE PLAN) # 4 � 6 SIGNATURE; .(� � DATE "� �" WHEN DOWELED NAME: S��� rJY��(�C���: "� I INLET MODIFICATION DETAIL Klotz Project No 0127.012.001 Or°wn 8y AMJ Checked By SB �,_ ~, scale NONE Dore AUGUST 2010 DWG No Sheet 41 Of 42 i I w m � a e _ = m � �� _ Z z � a a • a W r � m � __' � ¢� 0 a 0 N Cn N � z fl.z ��, �g � w U' 0_ o w oz �� - �21 ~ a � > � � � > �� - dU ok; - �� �� � � t7 e1'Q_I U- 'm ���° o��= NtLOfA 0 N O N C 0 o: N 0 iv O O O N 0 N c .3 O 0 v 0 w a tL 0 E .o H 0 O "'"',. _. -- - I HCFCD UNIT N0. 6106-02-00 I � ! i i �I \�—.--- 0 200 400 t"=200' �► ALTERNATE EXIT ROUTES PROJECT LIMITS NOTES 10 CONTRACTOR TO MAINTAIN ONE LANE OPEN AT ALL TIMES. Q CONTRACTOR TO SUBMIT DETAILED TRAFFIC CONTROL PLANS} TO THE CITY OF LA PORTS AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. 03 INTERSECTIONS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. ® SECTION THAT CAN BE CLOSED FOR A SHORT PERIOD OF TIME. 05 CONTRACTOR TO PROVIDE ACCESS TO RESIDENTS AND RESIDENTIAL GARAGES AT ALL TIMES. of `, CITY OF LA PORTE �w_ "' � " �+ PLANNING DEPT.ENGINEERING DIN. n 604 W. FAIRMONT PKWY. ,� LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470.5005 FLEETWOOD DRIVE STREET AND DRAINAGE IMPROVEMENTS FROM SPENCER HIGHWAY TO HCFCD B106-02-00 klotz���associates 1160 Dalry Ashford, Suite 500 Houston, Texas 77079 T 281.589.7257 F 281.589,7309 h ou stop. office®ki otz. com Texas PE Firm Reg. /� F-929 BENCHMARK INFORMATION: FLOODPLAIN REFERENCE NUMBER 010310 IS A BRASS DISK STAMPED 010310 AT THE INTERSECTION OF FAIRWOOD AND ORIFTW000 LOCATED ON INLET AT THE. SOUTHEAST CORNER OF THE INTERSECTION FOUND IN KEY MAP N0. 539-Y IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00. ELEV.=20.84' (NAND 1988, 2001 ADJUSTMENT) REFER TO SURVEY CONTROL SHEET 8 FOR TEMPORARY BENCHMARK INFORMATION. FLOODPLAIN INFORMATION: THIS PROJECT PARTIALLY LIES WITHIN SHADED 20NE X, AREAS CONSIDERED TO 8E WITHIN THE 500-YEAR F100DPLAIN ACCOROIN(a TO FEMA FIRM MAP NUMBER 48201C0940L, DATED JUNE 18, 2007. DESCRIPTION I BY I DATE AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OF; EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PRIVATE UTILITY ONES SHOWN rPoint Energy/Electric Pocilities ved only for crossing underground ductlines, unless noted. of time of review only. 1 for AT&T Texas/SBC undergrountl focilities only. Signature valid for one year. (Gos service Iin es are not shown.) RECORD DRAWING THE CONSTRUCTION CONTRACTOR RECORDED CHANGES MADE DURING CONSTRUCTION ON PRINTS OF THE CONTRACT DRAWINGS. KLOTZ ASSOCIATES, INC. HAS CREATED THIS RECORD DRAWING BY POSTING THE INFORMATION SUBMITTED BY THE CONTRACTOR ON THE ORGINALS OF THE CONTRACT DRAWINGS. ATTESTED BY/l AD TE: OVERALL TRAFFIC ROUTING PLAN Klotz Project No 0� 27.012.001 __ Drawn By AMJ Checked By SB sc°le NONE o°te AUGUST 2010 DWG No Sheet 420f 42