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HomeMy WebLinkAboutBAYSIDE CROSSING FINAL CONSTRUCTION PLANSLA PORTE MUNICIPAL AIRPORT WATER7WASTEWATER7 PAVING AND DRAINAGE IMPROVEMENTS TO SERVE ID -00 BJECT TRACT VICINITY MAP KEY MAP #539-Z NOTE: "AUTHORIZATION NOTICE ISSUED BY HARRIS COUNTY PUBLIC INFRASTRUCTURE ENGINEERING OFFICE REQUIRED PRIOR TO CONSTRUCTION OF UTILITIES OR LEFT TURN LANES WITHIN HARRIS COUNTY R.O.W." CONTACT HARRIS COUNTY PERMIT OFFICE. (713-956-3033) NOTE: "THIS DEVELOPMENT HAS BEEN DESIGNED TO NOT IMPEDE, IMPOUND OR BLOCK THE NATURAL FLOW OF DRAINAGE FROM OR ACROSS ADJACENT AND CONTIGUOUS PROPERTIES. PROPOSED STREETS AND UTILITIES TO BE MAINTAINED BY THE CITY OF LA PORTE." BAYSIDE CROSSIN LA PORTE7 T E X Al a 1n 3 DULY 2014 BUSH lseo IAH SAM HOUSTON PKWY USTON HOBBY "' AIRPORT L 45 BELTWAY 8 LOCATION MAP KEY MAP #539-Z PROJECT LOCATION a 10 J W m 25 CITY OF ;A PORTE ELLINGTON FIELD on ME CobbFendley Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713.462.3242 1 fax 713.462.3262 1 www.cobfen.com in Sheet Sheet Title Number 1. COVER SHEET 2. EXPRESS REVIEW SHEET 3. GENERAL NOTES 4. PROFILE SHEET MAP 5. TOPOGRAPHICAL LAYOUT 6. WATER & WASTEWATER LAYOUT 7. DRAINAGE LAYOUT 8. DRAINAGE CALCULATIONS 9. GRADING LAYOUT 10. STORM WATER POLLUTION PREVENTION PLAN 11. SIDEWALK & SIGNAGE PLAN 12. BAYSIDE CROSSING DRIVE PLAN & PROFILE- STA. 0+00 TO 5+00 13. BAYSIDE CROSSING DRIVE PLAN & PROFILE- STA. 5+00 TO 10+00 14. BAYSIDE CROSSING DRIVE PLAN & PROFILE- STA. 10+00 TO 15+55 15. BAY COAST LANE PLAN & PROFILE- STA. 0+00 TO 3+30 16. BAY RIDGE DRIVE PLAN & PROFILE- STA. 0+00 TO 4+60 17. SYLVAN GROVE LANE PLAN & PROFILE- STA. 0+00 TO 3+90 18. OFFSITE SANITARY AND POND 'A' OUTFALL PLAN AND PROFILE- STA. 0+00 TO 4+50 19. OFFSITE SANITARY AND POND W OUTFALL PLAN AND PROFILE- STA. 4+50 TO 9+00 20. OFFSITE WATERLINE PLAN AND PROFILE 4+25 TO 8+50 21. OUTFALL W PLAN & PROFILE- STA. 0+00 TO 3+40 22. OUTFALL'B' PLAN & PROFILE- STA. 0+00 TO 4+00 23. OUTFALL'C' PLAN & PROFILE- STA. 0+00 TO 2+50 24. POND W LAYOUT 25. POND'B' LAYOUT 26. HARRIS COUNTY PAVING DETAILS 27. HARRIS COUNTY STORM DETAILS (1 OF 4) 28. HARRIS COUNTY STORM DETAILS (2 OF 4) 29. HARRIS COUNTY STORM DETAILS (3 OF 4) 30. HARRIS COUNTY STORM DETAILS (4 OF 4) 31. CITY OF LA PORTE WATER DETAILS 32. CITY OF LA PORTE SANITARY SEWER DETAILS 33. HARRIS COUNTY STORM WATER POLLUTION PREVENTION DETAILS 34. CITY OF LA PORTE TRENCH SAFETY DETAILS 35. CITY OF LA PORTE SIDEWALK DETAILS 36. COMBINATION STORM, WATER, & SANITARY DETAILS 37. TRAFFIC CONTROL PLAN 38. PRELIMINARY PLAT 1 OF 2 39. PRELIMINARY PLAT 2 OF 2 qP�� OF TF 1 HALBERT A. SYZDEK, JRy o 102423....... •� SHEET NO. 1 OF 39 SHEETS 1610-004 1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SECURITY TO PROTECT HIS OWN PROPERTY, EQUIPMENT AND WORK IN PROGRESS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF STREETS CAUSED BY ASSOCIATED CONSTRUCTION AT CLOSE OF EACH WORK DAY. 4. PAVED SURFACES SHALL BE PROTECTED FROM DAMAGE BY TRACKED EQUIPMENT. 5. IRON RODS DISTURBED DURING CONSTRUCTION ARE TO BE REPLACED BY A REGISTERED PUBLIC LAND SURVEYOR FOR THE ORIGINAL PROPERTY OWNER AT NO SEPARATE PAY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AN UPDATED REDLINED "RECORD" SET OF CONSTRUCTION DRAWINGS ON SITE FOR INSPECTION BY THE ENGINEER. 7. CONTRACTOR MUST PROVIDE FENCING AROUND OPEN EXCAVATION AREAS DURING NON -WORKING HOURS. 8. REFER TO THE SWPPP GENERAL NOTES FOR PROPER MEASURES AND CONTROLS. 9. CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY THE STANDARDS OF THE GOVERNMENTAL AGENCY HAVING JURISDICTION. 10.' EXISTING PAVEMENTS, CURBS, SIDEWALKS AND DRIVEWAYS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED TO ORIGINAL OR BETTER CONDITION IN ACCORDANCE WITH HARRIS COUNTY CRITERIA. 11. WHENEVER UNSUITABLE MATERIAL IS ENCOUNTERED AND CANNOT BE HANDLED BY THE EXCAVATION OR EMBANKMENT REQUIREMENTS, THEN THE UNSUITABLE MATERIAL SHALL BE EXCAVATED TO A DEPTH DEEMED SUFFICIENT BY THE ENGINEER AND THE EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF THE JOB SITE. THE EXCAVATED AREA SHALL BE FILLED WITH SELECT FILL PER HARRIS COUNTY CRITERIA. 12. SURPLUS EXCAVATED EARTHEN MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AND DISPOSED OF OFF -SITE. INCLUDE COST OF REMOVAL AND DISPOSAL IN OTHER ITEMS OF WHICH THIS WORK IS A COMPONENT PART, NO SEPARATE PAY. THE MATERIAL MUST BE DISPOSED OF IN A SAFE AND LEGAL MANNER. 13. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY DRAINAGE DITCH OR STRUCTURE DISTRIBUTED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE ENGINEER OR OWNING AUTHORITY. 14. WHERE MANHOLES ARE LOCATED WITHIN PAVED AREAS, CONTRACTOR SHALL SET RIM ELEVATIONS TO MATCH FINISHED GRADE ELEVATIONS. OUTSIDE OF PAVED AREAS, SET MANHOLE RIMS 3 INCHES (MINIMUM) TO 6 INCHES (MAXIMUM) ABOVE FINISHED GRADE. ADD SLOPE FILL AROUND MANHOLES, SLOPED AWAY AND DOWN FROM MANHOLE RING. 15. THE PROPOSED DEVELOPMENT HAS BEEN DESIGNED NOT TO IMPEDE, IMPOUND, OR BLOCK THE NATURAL FLOW OF WATER ACROSS ADJACENT AND CONTIGUOUS PROPERTIES. 16. THE MORE STRINGENT OF LA PORTE'S AND HARRIS COUNTYS DETAIL SHEETS SHALL APPLY WHERE THERE IS A CONFLICT. 17. CONTRACTOR SHALL NOTIFY THE CITY OF LA PORTE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION. 18. ALL AREAS ON ADJACENT FUTURE SECTION WHERE EXCESS DIRT IS TO BE PLACED SHALL FIRST BE STRIPPED OF VEGETATION AND DISPOSED OF AT NO SEPARATE PAY. STORM SEWER CONSTRUCTION NOTES: 1. ALL STORM SEWERS SHALL BE REINFORCED CONCRETE PIPE (C-76, CLASS 111) WITH RUBBER GASKET JOINTS (ASTM C-443), AND SHALL BE INSTALLED, BEDDED AND BACKFILLED IN ACCORDANCE WITH CITY OF LA PORTE STANDARD CONSTRUCTION DETAILS. 2. ALL STORM SEWER MANHOLES SHALL BE CITY OF LA PORTE TYPE "C" AND CONSTRUCTED IN ACCORDANCE WITH CITY OF LA PORTE STANDARD CONSTRUCTION DETAILS, UNLESS OTHERWISE NOTED. 3. ALL STORM SEWER INLETS SHALL BE CITY OF LA PORTE STANDARD 5'-0" INLETS AND CONSTRUCTED IN ACCORDANCE WITH CITY OF LA PORTE STANDARD CONSTRUCTION DETAILS, UNLESS OTHERWISE NOTED. 4. ALL PROPOSED PIPE STUB OUTS FROM MANHOLES AND INLETS ARE TO BE PLUGGED WITH EIGHT INCH (8") BRICK WALL UNLESS OTHERWISE NOTED. 5. ALL STORM SEWERS UNDER OR WITHIN ONE FOOT (1') OF PROPOSED OR FUTURE PAVEMENT SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND 2 SACK CEMENT/TON) TO WITHIN ONE FOOT (1') OF SUBGRADE. NOT SEPARATE PAY. (LAB DENSITY TEST REPORTS ARE REQUIRED PRIOR TO PLACEMENT OF PAVEMENT.) 6. ALTERNATIVE TO CEMENT STABILIZED SAND BACKFILL FOR PIPES 54-INCH AND LARGER, FROM ONE FOOT (1') ABOVE THE TOP OF BACKFILL WITH SUITABLE MATERIAL, PROVIDED THE BACKFILL COMPACTED TO 95% STANDARD PROCTOR DENSITY PER ASTM D-698. TESTS SHALL BE TAKEN AT 100-FOOT INTERVALS ON EACH LIFT. BEDDING AND BACKFILL TO 1-FOOT ABOVE THE TOP OF PIPE SHALL BE CEMENT STABILIZED SAND. (LAB DENSITY TEST REPORTS ARE REQUIRED PRIOR TO PLACEMENT OF PAVEMENT.) 7. ALL STORM SEWERS CONSTRUCTED INSIDE LOT EASEMENTS SHALL BE R.C.P. (C-76, CLASS 111). MINIMUM TWENTY FOOT (20') WIDE EASEMENT SHALL BE PROVIDED. 8. ALL CONSTRUCTION STORM RUNOFF SHALL COMPLY WITH THE FINAL DRAFT OF THE STORM WATER MANAGEMENT HANDBOOK FOR CONSTRUCTION ACTIVITIES AS PREPARED BY HARRIS /H.C.F.C.D., AND THE CITY OF HOUSTON; ALL IN SYSTEM (TPDES) REQUIREMENTS. 9. UTILITIES CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING STAGE it INLETS AFTER COMPLETION OF PAVING. (NO SEPARATE PAY) 10. ALL DRIVEWAYS WILL BE LOCATED TO AVOID EXISTING CURB INLET STRUCTURES. A LETTER FROM THE DEVELOPER IS REQUIRED FOR INLETS OTHER THAN THE STANDARD CITY OF LA PORTE CURB INLETS. SANITARY SEWER NOTES: 1. ONE FULL SECTION OF WATER LINE CENTERED OVER OR UNDER SANITARY SEWER CROSSINGS; 2-FOOT MINIMUM CLEARANCE. 2. MINIMUM ONE FULL SECTION OF SANITARY SEWER, 150 PSI LINED DUCTILE IRON OR PVC PIPE CENTERED AT THE WATER LINE. 3. a. CENTER A MINIMUM ONE FULL SECTION OF SANITARY SEWER, 150 PSI LINED DUCTILE IRON OR PVC PIPE CENTERED AT WATER LINE, AND PROVIDE RESTRAINED JOINTS FOR BOTH WATER AND SEWER LINES AT EACH END OF NEW PIPE SECTION. b. PROVIDE RESTRAINED JOINTS FOR BOTH WATER AND SANITARY SEWER LINES AT EACH END OF THE NEW PIPE SECTION. c. USE CEMENT -STABILIZED SAND BACKFILL FOR ALL POR11ONS OF THE SEWER WITHIN 9 FEET OF THE WATER LINE, AS MEASURED PERPENDICULARLY FROM ANY POINT ON THE WATER LINE TO THE SANITARY SEWER (MINIMUM 2.5 SACKS CEMENT PER CUBIC YARD OF SAND). THE CEMENT -STABILIZED SAND BEDDING SHALL START AT A POINT 6 INCHES BELOW THE BOTTOM OF SANITARY SEWER TO 6 INCHES ABOVE THE TOP OF THE SANITARY SEWER AND ONE QUARTER OF THE PIPE DIAMETER OR 6 INCHES, WHICHEVER IS GREATER, ON THE SIDE OF THE SEWER. 4. SANITARY SEWERS SHALL BE CONSTRUCTED, BEDDED, BACKFILLED AND TESTED IN ACCORDANCE WITH CITY OF LA PORTE STANDARD SPECIFICATION AND STANDARD CONSTRUCTION DETAILS. 5. ALL MANHOLE RIMS SHALL BE SET 3" (MINIMUM) TO 6" (MAXIMUM) ABOVE NATURAL GROUND LEVEL AND GROUND SHALL BE SLOPE TO DRAIN AWAY FROM MANHOLE. 6. ALL SANITARY SEWER MANHOLES TO BE 4' DIAMETER UNLESS OTHERWISE NOTED. 7. CONTRACTOR TO PROVIDE NECESSARY SHEET PILING DURING MANHOLE CONSTRUCTION TO INSURE NO DAMAGE TO EXISTING PAVEMENT AND/OR CURBING. NO SEPARATE PAY. 8. NO CONNECTIONS SHALL BE MADE TO EXISTING SANITARY SEWER LINES UNTIL ALL PROPOSED SEWER LINES HAVE BEEN THOROUGHLY CLEANED, TESTED AND APPROVED BY THE ENGINEER. NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO CONNECTION TO ANY EXISTING SEWER LINES. 9. WATERLINE/MANHOLE SEPARATION: SANITARY SEWER MANHOLES MUST BE INSTALLED SO AS TO PROVIDE NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATERLINE. 10. SANITARY SEWER MANHOLES: BRICK MANHOLES WILL NOT BE ALLOWED, ALL MANHOLES WILL BE PRECAST CONCRETE CONFORMING TO CITY OF LA PORTS SPECIFICATIONS. 11. CONTRACTOR SHALL KEEP RECORD OF LOCATION OF ALL STACKS, STUBS, ETC. 12. THIS ORGANIZED SEWAGE COLLECTION SYSTEM MUST BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY'S RULES 30 TEXAS ADMINISTRATIVE CODE (TAC) §213.5(c), THE DESIGN CRITERIA FOR SEWERAGE SYSTEMS 30 TAC §317.1. 30 TAC §317.2, 30 TAC §317.3. AND 30 TAC §317.13, AND THE CITY OF LA PORTS STANDARD SPECIFICATIONS. 13. SEWER LINES MUST BE TESTED FROM MANHOLE TO MANHOLE. WHEN A NEW SEWER LINE iS CONNECTED TO AN EXISTING STUB OR CLEAN -OUT, IT MUST BE TESTED FROM EXISTING MANHOLE TO NEW MANHOLE. IF A STUB OR CLEAN -OUT IS USED AT THE END OF THE PROPOSED SEWER LINE, NO PRIVATE SERVICE ATTACHMENTS MAY BE CONSTRUCTED BETWEEN THE LAST MANHOLE AND THE CLEAN OUT UNLESS IT CAN BE CERTIFIED AS CONFORMING WITH THE PROVISIONS OF 30 TAC $213.5(c)(3)(E). 14. ALL SEWER LINES MUST BE TESTED IN ACCORDANCE WITH 30 TAC $317.2(a)(4). THE ENGINEER MUST RETAIN COPIES OF ALL TEST RESULTS WHICH MUST BE MADE AVAILABLE TO THE EXECUTIVE DIRECTOR UPON REQUEST. THE ENGINEER MUST CERTIFY IN WRITING THAT ALL WASTEWATER LINES HAVE PASSED AL REQUIRED TESTING TO THE APPROPRIATE REGIONAL OFFICE WITHIN 30 DAYS OF TEST COMPLETION AND PRIOR TO USE OF THE NEW COLLECTION SYSTEM. TESTING METHOD SHALL BE INFILTRA11ON OR EXFILTRATION TEST, LOW PRESSURE AIR TEST, AND DEFLECTION TESTING. 15. DEFLECTION TESTING SHALL BE PERFORMED ON ALL FLEXIBLE PIPES. FOR PIPELINES WITH INSIDE DIAMETERS LESS THAN 27 INCHES, A RIGID MANDREL MUST BE USED TO MEASURE DEFLECTION. THE TEST MUST BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS, AND NO PIPE WILL EXCEED A DEFLECTION OF FIVE PERCENT. IF THE PIPE SHOULD FAIL TO PASS THE DEFLECTION TEST, THE PROBLEM MUST BE CORRECTED AND A SECOND TEST MUST BE CONDUCTED AFTER FINAL BACKFILL HAS BEEN IN PLACE AN ADDITIONAL 30 DAYS. 16. ALL MANHOLES MUST BE TESTED TO MEET OR EXCEED THE REQUIREMENTS OF 30 TAC $317.2(c)(5)(H). CENTERPOINT ENERGY NOTES: WARNING: OVERHEAD ELECTRICAL FACILITIES WARNING: OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAWS, SECTION 752, HEALTH & SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS, ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR REMOVED CALL CENTERPOINT ENERGY AT (713)207-2222. TEXAS COMMISSIONED ON ENVIRONMENTAL QUALITY WATER DISTRIBUTION SYSTEM GENERAL NOTES: 1. THIS WATER DISTRIBUTION SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS 30 TEXAS ADMINISTRATIVE CODE (TAC) CHAPTER 290 SUBCHAPTER D. WHEN CONFLICTS ARE NOTED WITH LOCAL STANDARDS, THE MORE STRINGENT REQUIREMENT SHALL BE APPLIED. CONSTRUCTION FOR PUBLIC WATER SYSTEMS MUST ALWAYS, AT A MINIMUM, MEET TCEQ'S "RULES AND REGULATIONS FRO PUBLIC WATER SYSTEMS. 2. AN APPOINTED ENGINEER SHALL N011FY IN WRITING THE LOCAL TCEQ'S REGIONAL OFFICE WHEN CONSTRUCTION WILL START. PLEASE KEEP IN MIND THAT UPON COMPLETION OF THE WATER WORKS PROJECT, THE ENGINEER OR OWNER SHALL NOTIFY THE COMMISSIONS'S WATER SUPPLY DIVISION, IN WRITING, AS TO ITS COMPLE11ON AND ATTEST TO THE FACT THAT THE WORK HAS BEEN COMPLETED ESSENTIALLY ACCORDING TO THE PLANS AND CHANGE ORDERS ON FILE WITH THE COMMISSION AS REQUIRED IN 30 TAC 290.39 (h)(3). LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE CENTERPOINT ENERGY, INTRASTATE PIPELINE, LLC. WHERE APPLICABLE) ARE SHOWN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. OUR SIGNATURE ON THESE PLANS ONLY INDICATES THAT OUR FACILITIES ARE SHOWN IN APPROXIMATE LOCATION. IT DOES NOT IMPLY THAT A CONFLICT ANALYSIS HAS BEEN MADE. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT (713) 223-4567 OR 1-800-669-8344 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. • WHEN CENTERPOINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE, CALL (713) 967-8037 (7:00 AM TO 4.30 PM) FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS. • 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 CENTERPOINT ENERGY FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT MUST BE PROVIDED TO THE FACILITIES TO PREVENT EXCESSIVE STRESS ON THE PIPING. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THE - UNDERGROUND FACILITIES. TELEPHONE• A• THE LOCATION OF SBC / AT&T TELEPHONE CO. UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. B. UNDERGROUND TELEPHONE AND TELEVISION CABLE EXISTS THROUGHOUT THE PROPOSED PROJECT AREA. CONTRACTOR TO CONTACT "DIG-TESS" AT 1-800-344-8377 AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING ANY CONSTRUCTION FOR LOCATION AND MARKING OF UNDERGROUND CABLE. HARRIS COUNTY CONSTRUCTION NOTES 1. WATER LINES, WASTEWATER COLLECTION SYSTEMS, AND STORM 'DRAINAGE SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF HOUSTONS, DEPARTMENT OF PUBLIC WORKS AND ENGINEERING `DESIGN MANUAL, STANDARD CONSTRUCTION SPECIFICATIONS, AND DETAILS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE AND STREET PAVING, DATED (NOVEMBER 1, 2008.) . 2. REINFORCED CONCRETE (C76 CLASS III) STORM SEWERS SHALL BE INSTALLED, BEDDED AND BACKFILLED IN ACCORDANCE WITH THE CITY OF HOUSTONS DRAWINGS 02317-02, 02317-03, 02317-05, 02317-06 AND 02317-07 AS APPLICABLE. 3. ALL STORM SEWERS CONSTRUCTED IN SIDE LOT EASEMENTS SHALL BE R.C.P., MINIMUM TWENTY (20) FOOT WIDE EASEMENTS SHALL BE PROVIDED. 4. AN ALTERNATIVE TO CEMENT STABILIZED SAND MAY BE USED AS BACKFILL FOR PIPES FIFTY-FOUR (54) INCH AND LARGER, FROM 1-FOOT ABOVE THE TOP OF THE PIPE TO THE BOTTOM OF THE SUBGRADE. CONTRACTOR MAY BACKFILL WITH SUITABLE MATERIAL, PROVIDED THE BACKFILL MATERIAL IS PLACED IN EIGHT (8) INCH LIFTS AND MECHANICALLY COMPACTED TO NINETY-FIVE (95)% STANDARD PROCTOR DENSITY. TESTS SHALL BE TAKEN AT ONE HUNDRED (100) FOOT INTERVALS ON EACH LIFT. BEDDING AND BACKFILL TO ONE (1) FOOT ABOVE THE TOP OF THE PIPE SHALL BE CEMENT -STABILIZED SAND. 5. ALL PROPOSED PIPE STUB -OUTS FROM MANHOLES OR INLETS ARE TO BE PLUGGED WITH EIGHT (8) INCH BRICK WALLS UNLESS OTHERWISE NOTED. 6. THE CONTRACTOR(S) SHALL NOTIFY HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT -ARCHITECTURE AND ENGINEERING DIVISION - PERMIT OFFICE TWENTY-FOUR (24) HOURS IN ADVANCE OF COMMENCING UTILITY AND/OR PAVING CONSTRUCTION AT 713 316-3562 AND WRITTEN NOTIFICATION FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION AT 10555 NORTHWEST FREEWAY, SUITE 146, HOUSTON, TX 77092. 7. PAVING SHALL BE IN ACCORDANCE WITH THE 'REGULATIONS OF HARRIS COUNTY, TEXAS FOR THE APPROVAL AND ACCEPTANCE OF INFRASTRUCTURE° AND/OR AMENDMENTS OF THE SAME. 8. GUIDELINES SET FORTH IN THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES°SHALL BE OBSERVED. 9. OWNER OR OWNERS AGENT TO OBTAIN ALL PERMITS REQUIRED BY THE 'REGULATIONS OF HARRIS COUNTY, TEXAS FOR FLOOD PLAIN MANAGEMENT' PRIOR TO STARLING CONSTRUCTION. 10. OWNER OR OWNERS AGENT TO OBTAIN ALL NOTIFICATIONS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITIES AND/OR CULVERTS WITHIN HARRIS COUNTY AND HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHTS -OF -WAY. 11. NOTIFICATIONS ISSUED BY HARRIS COUNTY PUBLIC INFRASTRUCTURE . DEPARTMENT -ARCHITECTURE AND ENGINEERING DIVISION -PERMIT OFFICE - REQUIRED PRIOR TO CONSTRUCTION OF UTILITIES OR LEFT TURN LANES WITHIN HARRIS COUNTY AND HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHTS -OF -WAY." CONTACT HARRIS .COUNTY PERMIT OFFICE (713) 956-3033. 3. ALL NEWLY INSTALLED PIPES AND RELATED PRODUCTS MUST CONFORM TO AMERICAN NATIONAL STANDARDS INSTITUTE/NATIONAL SANITATION FOUNDATION (ANSI/NSF) STANDARD 61 AND MUST BE CERTIFIED BY AN ORGANIZATION ACCREDITED BY ANSI, AS REQUIRED BY 30 TAC 290.44(a)(1). 4. PLASTIC PIPE FOR USE IN PUBLIC WATER SYSTEMS MUST BEAR THE NATIONAL SANITATION FOUNDATION SEAL OF APPROVAL (NSF-PW) AND HAVE AN ASTM DESIGN PRESSURE RATING OF AT LEAST 150 PSI OR A STANDARD DIMENSION RATIO OF 26 OR LESS, AS REQUIRED BY 30 TAC 290.44(a)(2) WATER LINE AND SANITARY SEWER CONSTRUCTION NOTES: 7. PURSUANT TO 30 TAC 290.44(a)(5), THE HYDROSTATIC LEAKAGE RATE SHALL NOT EXCEED THE AMOUNT ALLOWED OR RECOMMENDED BY THE MOST CURRENT AWWA FORMULAS FOR PVC PIPE, 1. ALL EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED CAST IRON AND DUCTILE IRON PIPE. TO BE COMPLETE OR DEFINITE. THE APPROXIMATE LOCATIONS -THE HYDROSTATIC LEAKAGE RATE FOR PVC PIPE AND APPURTENANCES SHALL NOT EXCEED THE OF KNOWN EXISTING UTILITIES ARE SHOWN. CONTRACTOR AMOUNT ALLOWED OR RECOMMENDED BY FORMULAS IN AWWA C-605 AS REQUIRED IN 30 TAC SHALL DETERMINE THE EXACT SIZE AND HORIZONTAL AND 290.44(d)(5). VERTICAL LOCA1ONS IN THE FIELD. THE CONTRACTOR SHALL Q=((L)(D)vP)/148,000 NOTIFY ALL OF THE PROPER GOVERNING AUTHORITIES (STATE, Q= THE QUANTITY OF MAKEUP WATER'IN GALLONS PER HOUR COUNTY, OR CITY) AT LEAST 48 HOURS PRIOR TO L= THE LENGTH OF THE PIPE SECTION BEING TESTED COMMENCING WORK. D= THE NOMINAL DIAMETER OF THE PUPE IN INCHES 2. ANY PERMANENT RELOCATION OF AN EXISTING UTILITY NOT P= THE AVERAGE TEST PRESSURE DURING THE HYDROSTATIC TEST IN POUNDS PER SQUARE INCH SHOWN ON THE DRAWINGS SHALL BE APPROVED BY THE (PSI) ENGINEER PRIOR TO RELOCATION AND SHALL CONFORM TO THE -THE HYDROSTATIC RATE FOR DUCTILE IRON DI PIPE AND APPURTENANCES SHALL NOT APPLICABLE STANDARD OF GOVERNING AUTHORITIES. EXCEED THE AMOUNT ALLOWED OR RECOMMENDED BY FORMULAS IN AWWA C-600 AS REQUIRED IN 3. CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND 30 TAC 290.44(a)(5). FACILITIES DURING INSTALLATION OF PROPOSED WORK. L=((S)(D),/P)/148,000 4. IN THE EVENT THAT ANY CONTAMINATED MATERIALS OR L= THE QUANTITY OF MAKEUP WATER IN GALLONS PER HOUR SUSPECT CONTAMINATED MATERIALS ARE ENCOUNTERED S= THE LENGTHOF THE PUPE IN INCHES DURING CONSTRUC11ON ACTIVITIES, THE CONTRACTOR SHALL D= THE NOMINAL DIAMETER OF THE PUPE IN INCHES CEASE OPERATIONS IN THAT AREA AND IMMEDIATELY NOTIFY P= THE AVEAGE TEST PRESSURE DURING THE HYDROSTATIC TEST IN POUNDS PER SQUARE INCH THE ENGINEER. (PSI) 5. ALL GRAVITY SANITARY SEWERS SHALL BE CONSTRUCTED OF B. TITLE 30 TAC 290.44(b) PROHIBITS PIPE AND PIPE FITTINGS WHICH CONTAIN MORE THAN 8.0% PVC PIPE (ASTM D-3034, SDR 26 OR THICKER), AS NOTED LEAD OR SOLDERS AND FLUX THAT CONTAINS MORE THAN 0.20%. ON THE DRAWINGS. -PLEASE BE AWARE THAT BEGINNING JANUARY 2014, CHANGES TO THE SAFE DRINKING WATER ACT WILL FURTHER REDUCE THE MAXIMUM ALLOWABLE LEAD CONTENT OF PIPES, PIPE 6. ALL FORCE MAIN SANITARY SEWERS SHALL BE CONSTRUCTED FITTINGS, PLUMBING FITTINGS AND FIXTURES TO 0.25X PROJECTS CONSTRUCTED AFTER OF C-900 PVC PIPE, UNLESS OTHERWISE NOTED. DECEMBER 2013 MUST COMPLY WITH THE MAXIMUM ALLOWABLE LEAD CONTENT OF 0.25% 7. ALL WATER MAINS SHALL HAVE SIX (6) INCHES OF BANK SAND 9. THE SYSTEM MUST BE DESIGNED TO MAINTAIN A MINIMUM PRESSURE OF 35 PSI AT ALL POINTS BACKFILL BOTH UNDER AND OVER PIPE WITH DETECTOR TAPE WITHIN THE DISTRIBUTION NETWORK AT FLOW RATES OF A T LEAST 1.5 GALLONS PER MINUTE (METALLIC). PER CONNECTION. WHEN THE SYSTEM IS INTENDED TO PROVIDE FIREFIGHTING CAPABILITY, IT MUST ALSO BE DESIGNED TO MAINTAIN A MINIMUM PRESSURE OF 20 PSI UNDER COMBINED FIRE 8, ALL SEWERS UNDER OR WITHIN ONE (1) FOOT OF PROPOSED AND DRINKING WATER FLOW CONDITIONS AS REQUIRED BY 30 TAC 290.44(d). OR FUTURE PAVEMENT SHALL BE BACKFILLED WITH 2 SACK 10. THE CONTRACTOR SHALL INSTALL APPROPRIATE AIR RELEASE DEVICES IN THE DISTRIBUTION CEMENT STABILIZED SAND PER C.Y. TO BOTTOM OF PROPOSED SYSTEM AT ALL POINTS WERE TOPOGRAPHY OR OTHER FACTORS MAY CREATE AIR LOCKS IN THE PAVEMENT. LINES. ALL VENT OPENINGS TO THE ATMOSPHERE SHALL BE COVERED WITH 16-MESH OR FINER, 9. COST OF SPECIAL BACKFILL AND BEDDING IS INCIDENTAL TO CORROSION RESISTANT SCREENING MATERIAL OR AN ACCEPTABLE EQUIVALENT AS REQUIRED BY THE UNIT PRICE BID PER LINEAR FOOT. 30 TAC 290.44(d)(1). 10. WATER MAINS SHALL BE C-900 PVC PIPE (CL-150 MIN.). ALL 11. ACCURATE WATER METERS SHALL BE PROVIDED BY THE CITY UPON APPLICATION FOR WATER FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT SERVICE. CONFORMING TO AWWA CL-150, UNLESS OTHERWISE NOTED. 12. THE SYSTEM SHALL BE DESIGNED TO AFFORD EFFECTIVE CIRCULATION OF WATER WITH A MINIMUM ALL WATERLINE MAINS IN SIDE LOT EASEMENTS TO HAVE BOLT OF DEAD ENDS. ALL DEAD END MAINS SHALL BE PROVIDED WITH ACCEPTABLE FLUSH VALVES JOINT RESTRAINED FROM RIGHT-OF-WAY LINE TO REAR OF AND DISCHARGE PIPING. ALL DEAD END LINES LESS THAN TWO INCHES IN DIAMETER WILL NOT LOT/END OF EASEMENT. REQUIRE FLUSH VALVES IF THE END AT A CUSTOMER SERVICE. WHERE DEAD ENDS ARE 11. FIRE HYDRANTS SHALL BE AMERICAN DARLING HYDRANTS WITH NECESSARY AS A STAGE IN GROWTH OF THE SYSTEM, THEY SHALL BE LOCATED AND ARRANGED Oka" OR X NOZZLES. TO ULTIMATELY CONNECT THE ENDS TO PROVIDE CIRCULATION. 12. ALL SANITARY SEWERS SHALL BE CONSTRUCTED IN 13. THE CONTRACTOR SHALL MAINTAIN A MINIMUM SEPARATION DISTANCE IN ALL DIRECTIONS OF COMMISSION ON NINE FEET BETWEEN THE PROPOSED WATERLINE AND WASTEWATER COU EC71ON FACILITIES ACCORDANCE WITH THE TEXAS COMM ENVIRONMENTAL QUALITY, CHAPTER ISSIO SEWAGE COLLECTION INCLUDING MANHOLES AND SEP11C TANK DRAINFIELDS. IF THE DISTANCE CANNOT BE MAINTAINED, SYSTEMS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROJECT ENGINEER FOR FURTHER DIRECTION. SEPARATION DISTANCES, INSTALLATION METHODS AND MATERIALS UTILIZED MUST MEET 30 TAC 13. CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITS 290.44(e)(1-4). OF THE CURRENT RULES. REQUIRED BY THE STANDARDS OF THE GOVERNMENTAL 14. THE SEPARATION DISTANCE FROM A POTABLE WATERLINE TO A WASTEWATER MAIN PR LATERAL AGENCY HAVING JURISDICTION. MANHOLE OR CLEANOUT SHALL BE A MINIMUM OF NINE FEET. WHERE THE NINE -FOOT 14. SANITARY MANHOLES WITHIN THE FLOOD PLAIN SHALL BE SEPARATION DISTANCE CANNOT BE ACHIEVED, THE POTABLE WATERLINE SHALL BE ENCASED IN A RAISED ABOVE THE 100 YEAR FLOOD ELEVATION NOT SEALED JOINT OF AT LEAST 150PS1 PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL AND VENTED. SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FOOT INTERVALS WITH SPACES OR BE FILLED TO THE SPRING LINE WITH 15. COST OF TRENCH SAFETY SYSTEMS AS REQUIRED BY OSHA WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS FOR DEPTHS OF OVER FIVE (5) FEET IS INCIDENTAL TO THE SEALED WITH CEMENT GROUT OR MANUFACTURED SEALANT. 290.44(e)(5) PROJECT. 15. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE FEET VERTICALLY OR HORIZONTALLY OF 16. ALL SLEEVES TO BE FOUR (4) INCH SCHEDULE 40 PVC AND ANY WASTEWATER LINE, WASTEWATER LATERAL, OR SERVICE LINE REGARDLESS OF CONSTRUCTION. SLEEVES TO BE EIGHTEEN (18) INCHES BELOW THE BOTTOM 290.44(e)(6) OF THE PAVEMENT BASE MATERIAL. STUB OUT THREE (3) 16. THE CONTRACTOR SHALL NOT PLACE THE PIPE IN WATER OR WHERE IT CAN BE FLOODED WITH FEET BEYOND CURB AND MARK SLEEVE LOCATIONS ON CURB. WATER OR SEWAGE DURING ITS STORAGE OR INSTALLATION. 290.44(f)(1). 17. A NINE (9) FOOT SEPARATION SHALL BE MAINTAINED, WHERE 17. THE CONTRACTOR SHALL DISINFECT THE NEW WATER MAINS IN ACCORDANCE WITH AWWA POSSIBLE, BETWEEN WATER AND SANITARY SEWER LINES. IF STANDARD C-651 AND THEN FLUSH AND SAMPLE THE LINES BEFORE BEING PLACED INTO NOT POSSIBLE, PERMISSION TO USE SPECIAL PROTECTION MAY SERVICE. SAMPLES SHALL BE COLLECTED FOR MICROBIOLOGICAL ANALYSIS TO CHECK THE BE REQUESTED FOLLOWING TCEQ MINIMUM REQUIREMENTS. EFFECTIVENESS OF THE DISINFEC11ON PROCEDURE WHICH SHALL BE REPEATED IF CONTAMINATION SEPARATION SHALL INCLUDE FIRE HYDRANTS AND MANHOLES. PERSISTS. A MINIMUM OF ONE SAMPLE FOR EACH 1,000 FEET OF COMPLETED WATER LINE WILL 18. ALL JOINTS OF DUCTILE IRON PIPE BELOW GROUND WILL BE BE REQUIRED OR AT THE NEXT AVAILABLE SAMPLING POINT BEYOND 1,000 FEET AS DESIGNATED . M.J. WITH PIPE RESTRAINTS. BY THE DESIGN ENGINEER, IN ACCORDANCE WITH 30 TAC 290.44(f)(3). 19. WATER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY, CHAPTER 290, PUBLIC DRINKING WATER. 20. NO CONNECTIONS SHALL BE MADE TO THE SANITARY SEWER A•�E OFT LINES AND WATER LINES UNTIL ALL LINES HAVE BEEN c,�p •......•...... sll THOROUGHLY CLEANED, TESTED AND ACCEPTED BY THE *:• *1� ENGINEER AND TEXAS COMMISSION ON ENVIRONMENTAL i QUALITY. i.*..:.......................::..*.I j ALBERT A. SYZDEK, JR.� 21. ALL WATER LINES SHALL BE TESTED IN ACCORDANCE WITH THE 0 .. 102423 i CITY OF LA PORTS IMPROVEMENT CRITERIA MANUAL. (PICM) #1 �0 •.!i SECTION 3.02 SUN SECTION B PART 3&4. ��, FS•CENSE. G�? 1' t 22. ALL SANITARY SEWER LINES TO BE TESTED IN ACCORDANCE WITH THE CITY OF LA PORTS PUBLIC IMPROVEMENTS CRITERIA MANUAL (PICM) SECTION F. ITEM 4 on on CobbFendley Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 5. NO PIPE.WHICH HAS BEEN USED FOR ANY PURPOSE OTHER THAN THE Houston, Texas77040 CONVEYANCE OF DRINKING WATER SHALL BE ACCEPTED OR RELOCATED 713.462.32421 fax 713.462.3262 FOR USE IN ANY PUBLIC .DRINKING WATER SUPPLY, AS REQUIRED BY 30 www.cobbfendley.com TAC 290.44(a)(3). JOB No:1310-004-00 DWG No: 6. WATER TRANSMISSION AND DISTRIBUTION LINES SHALL BE INSTALLED IN ACCOODTHE WATER LINEUFACMUSTUREBELOCATEDUBELOW THE FROST HOWEVER, THE TOPLINE CITY OF LA PORTE AND IN NO CASE SHALL THE TOP OF THE WATER LINE BE LESS THAN 24 INCHES BELOW GROUND SURFACE, AS REQUIRED BY 30 TAC290.44(c)(4). BAYSIDE CROSSING GENERAL NOTES SUBMITTED: I DESIGNED BY: TDB SCALE: DRAWN BY: TDB DATE: JULY 2014 SHEET No.: 3 OF 39 SURVEY BY:CobbFendley I DWG. NO: OT 45 6 7 8 9-\i0\11 37 7 I 0 BAYSIDE CROSSING DRIVE N SHEET 12 � BAYSIDE CROSSING DRIVE N SHEE 140 cn BAYSIDE CR OSSINGo DRIVEN SHEET 13 W 0 60' 120' SCALE: 1 =60 - N r-' F- CV N I 22 to = W W 10 11 12 cn 1 = z7 8 9 w 2 N 1 2 3 4• 5 6 2 2 21 1 2 3 4 � Z 6 m Q 2 •• EJj Z O LOT 60 I 3 H- J 0 O 19 z LOT 58 L09 0 12 11 10 9 7 18 } LOT7 LOT 56 m OLJLL ,C, 17 HEET23 6 I 13 12 11 10 8 7 15 1 , pc� RIDGE DRIVE N SHEET 16 BAYpG ti sy� v o (/) 0 FF A o • • c -i _ _ rn �-'••�� �0 �O APP. REVISIONS DATE N r� D c) r z r� 2 > D -�P�� °F rFkq►► N - - LOT 61 I GJ:• S efl Qp LOT 63 -1 j ALBERT A, SYZDEK: JR.� 102423 ;cj LOT 64 Q Z LOT 65 0 1, /ONAL 6 .. CobbFendley Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 p • Houston, Texas 77040 0 713.462.3242 I fax 713.462.3262 www.cobbfendley.com • JOB No:1310-004-00 DWG No: 0 0 • CITY OF LA PORTE o r • • • BAYSIDE CROSSING • CD • Z • • • •-.-.--- PROFILE SHEET MAP 0 SUBMITTED: DESIGNED BY: TDB LL-I •• • S- SCALE: 1"=60' DRAWN BY: TDB __♦--- DATE: JULY 2014 SHEET No.: 4 OF 39 SURVEY BY:CobbFendley DWG. NO:• Q m FB NO: I I M I I m I <00 1 I m 6 w N I LOT 44 Wo LOT 45 - z 1 w I CALLED LOTS 37 & 44 -'v JAMES W. FURLOW & WIFE 25 0 ti JOAN P. FURLOW I VOLUME 3593, PARS 1 � cHPRE�' P 1 R� SCR 1 I I21 22 23 24 1 20.0 1 nnulJn ARY _ I I N 1 14 12. 111 ' 10 _ N m 8 7 0 9 21 i1 20 0' LOT 65 LEGEND + 34.4 SPOT ELEVATION PLAT BOUNDARY 36�./ EXISTING CONTOUR 0 N LOT 43 CALLED LOT 43 & EAST 26' OF LOT 37 JAMES W. FURLOW & WIFE JOAN P. FURLOW H.C.C.F. NO. 20100194467 LOT 42 11 CALLED LOTS 39 40, 41 & 42 LA PORTE INDEPENDENT SCHOOL DISTRICT H.C.C.F. NO.15583257 I I i I I �I 1 � I I I I -`' I I C•0I I OJcy 1 "° ti I I ° \ �°' LOT so ^ v I 1 I ,9° LOT 58 ' I ' �1 LOT 59 1 I I I LOT 57 I ' co: A U N. I 1 I 1 .0 I I I I �co C C I 1 I 1 1 gyp° I I ryo I I 1 I I �.o I0 I LOT 63 I LOT 64 1 I I I I � LOT 62 Q V z Ld C C C BENCH MARK REFERENCE BENCHMARK: FLOODPLAIN REFERENCE MARK No. 010305 IS A BRASS DISC STAMPED "RM 010305" LOCATED ±600 FEET NORTH OF THE INTERSECTION OF SPENCER HIGHWAY ON SENS ROAD, IN MEDIAN LOCATED AT THE WEST ENTRANCE OF DU PONT LAPORTE CREDIT UNION IN KEY MAP No. 539—Z, THE CLEAR CREEK WATERSHED. ELEVATION= 23.12' NAVD 1988, 2001 ADJ. 0 60' 120' SCALE:1"= 60' i I I APP. REVISIONS DATE 1 I I I ^ ^� �•�E OF T��1 i I Igo %ALBERT A. SYZDEK, JR.j j 102423 ; AV I Dry 0 I LOT 61 � ��^ CobbFendle C6 Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 C I I Houston, Texas 77040 C 713.462.3242 I fax 713.462.3262 1 www.cobbfendley.com d. llt��JOB No:1310-004-00 DWG No: C I CITY OF LA PORTE BAYSIDE CROSSING Z C; z TOPOGRAPHICAL LAYOUT c U SUBMITTED: DESIGNED BY: TDB SCALE: 1"=60' DRAWN BY: TDB DATE: JULY 2014 SHEET No.: 5 OF 39 i- SURVEY BY:CobbFendley DWG. NO: Q CC FBNO: R S v R v I BENCH MARK 1 PLAT BOUNDARY — REFERENCE BENCHMARK: FLOODPLAIN REFERENCE MARK No. 010305 IS 14' U.E. — I PLAT BOUNDARY — — — — I A BRASS DISC STAMPED "RM 010305" PROP. SAN. MH, A-5 I I LOCATED t600 FEET NORTH OF THE I PLAT BOUNDAR — _ — — __ — — �1 14' U.E. O INTERSECTION OF SPENCER HIGHWAY ON XIS . 36 A . SENS ROAD, IN MEDIAN LOCATED AT THE - I- I 7 1 8 9 10 11 PROP. 8"12 SAN. I I CREDIT UNIONCN DU MAP No.L539R 6 Z, THE 1,1 O I I 2 3 4 TE 5 I PROP. SAN. MH, A-4 CLEAR CREEK WATERSHED. 1 U.E. 1 1 34 35 36 37 I PROP. 8" SAN. PROP. SAN. MH, A- �25' B.L. 1 ELEVATION= 23.12' NAVD 1988; 2001 ADJ. 26 I 28 29 30 31 32 33 I I — — PROP�8" SAN. 27 PROP. SAN. MH, A-2 24 25 PROP. 8" SAN. I I PROP. SAN. MH, A-1 ' B.L. <3 f"kl i1y I PROP. SAN. PROP. SAN. MH, B-2 PRO 8" SAN. PR P. SAN. MH, _1 25' B.L.I o j�ti�l1""�I 1 55 I� 14+00 z i 15+00 23 � — —. 13 PROP. 8" SAN. - ' I I 1 25 B. — M to 0 11 0 -12+ o — — — +--- U Y! PROP. TS&V I PROP. SAN. MH, B-3 I - +00 - 00 - F 00 —"�— 6 00 7+' ° B YSIDE CROSSIN RIVE 4 00 +00 PROP. 12' WATER ;. 0� +00 - - PRO 78 LF b +00 I— � ti------- R(11�_1Z- 'ac+ 25' B.L 1 BORE & wl �° — �BAYSIDE CR SSI DRIVE _ ______-- I — — _ I— — I PROP. FIRE 1 I CASING x PROP. 100 LF 18' STEEL SING PROP. FIRE w w 12" PLUG & CLA P 22 - o — BORE CK) 25' B.L. HYDRANT HYDRANT x 0 10' B.L. LOT 60 �I PROP. SAN. MH, 8-15 0. — "+' 1 I HYDRANT E I I II �I I o I $ 9 1 0 11 12 I I I O + PROP. FIRE 25 B.L. — PROP. SAN. MH, B-4 I II 2 3 4 5 1 16 7 I 15' W.L.E. Z HYDRANT I I LOT 58 I 1 LOT 59 I Li 20' D. 1 W I 21 I 1 a0I I J 2 3 4 cj 6 m w I PROP. 8" SAN. =I I I 1 /) 1 14' U.E. o I PROP. 8" SAN. m 1 o I Z I 2 I o ® I oT 6 1 I 14' U.E. 1 I m T6 _ ____ _ w I I 20 N1 Z 7' U.E.PLAT BOUNDARY N ��_ , _- -- _- _ 00N I I I I 7' U.E. �I n. Z 3 I P`° Q I I I I I 1 I 0 60, 120' PROP. FIRE p , HYDRANT O J PROP. SAN. MH, B-5 19 I > I 50' PIPELINE EASEMENT (� m PROP. FIRE I PROP. 8° SAN. I � I I SCALE: 1"=60' PROP. SAN. MH, 8-16 (1) DEFENSE PLANT CORPORATION & HYDRANT 7 4 -3 TEXAS EASTERN I I 11 10 8 I i I? m /I S I I TRANSMISSION CORPORATION EASEMENT -1 m I'1 2 in "T V H.C.CVOL..F. N0. D565307 I I G. 287 PROP. 8" SAN. ml I PROP. SAN. MH, B-7 VOL. 1093. PG. 302 18 I VOL. 1683, PG. 697 25' B.L.+ 1 o PROP. 8I SAN. H.C.D.R. I I LEGEND e 5" 1 I ._.-- PROP. SAN. MH, B-17 ± is 5 I I —� -- I— - Q I 17 Ij�`a 1 00 2+o p NE3+oo — �,, e —70 o E. — - — — — — — — I — — --- — --- — — 1— — — — — — — — — — 1 O PROP. 4' DIA. SAN. MH I D EL _ �'r I o PROP. 8" SAN. re. CLEAN OUT Z -- 4i— PROP. SAN. MI, B-8 I I I) PLUG &CLAMP P.[. 1 y. w 6 I I EXIST. 36" SAN. F w I PROP. 8" SAN. S- 16 \ 5' u� I-- ,_L..PROP. SAN. MH, B-21 + /� \S i I I 1 I I FIRE HYDRANT S• b WATER VALVE I �S } 25' B.L I PROP. 8" SAN. \ S� \ Z. PROP. AN. MH, B-20 S PROP. SAN. MH, B-18 ?S' _._.- I F I O � •4. 14 PROP. 8" SAN. 1 12 11 10 I 9 7 �2 I 1 I I 1 SANITARY SEWER I PROP. 8" SAN. 13 1w 1 PROP. SAN. MH, B-22 U1 I / I I I WATER LINE PROP. SAN. MH, B-19 3I3 I 1 I I I 1 PROP. 8" SAN. PROP. 8' SAN. I 80' PIPELINE EASEMENT HUMBLE PIPELINE COMPANY I PROPERTY LINE W/ ESM'T. H.C.C.F. NO. D550217 wN 1 VOL. 1093, PG. 302 14' u.E. PLA BOUNDARY — VOL. 2941, PG. 218 �� •- PROP. SAN. MH, B-9 I I I I VOL, 7527, PG. 283 ¢ 3 1 _ „ I H.C.D.R. PROP. 12 WATER w 1 PROP. 12" WATER MAIN IN EASEMENVANITARY SEWER EASEMENT I GU GULF REFINING COMPANY & GULF OIL CORPORATION EASEMENT �Z 10' WATERLINE EASEMENT TO HAVE ALL JOINTS RESTRAINED I•C.c.F. No. 20140082559 , I I VOL. F. N0. G. 2585 I �� I PLAT BOUNDARY �� I H.C. 2304, PG 258 oti I III H.C.C.F. No. 20140082556 FROM RIGHT—OF—WAY TO BACK L —-A-+OO_ — — —S+nn _ — I I 80' AMOCO PIPELINE EASEMENT LOT 61 S I — — — — — — WATER AND SAN. ESM'T OF LOT/END OF EASEMENT (126 LF) PROP. 8" SAN. + H.C.C.F. N0. D580231 � —PROP. 8„ SAN. H.c.D.R. LOT 62 I I I .— -- _ I I I 1 PROP. SAN. MH, B-11 I I 1 11 1 1 PROP. SAN. MH, B-10 I I I I I I I 1 I 1 III LOT 65 I LOT 64 APP. REVISIONS DATE PROP. 8" SAN. I I I II PROP. SAN. MH, 8-12 I I 1 I P�E•OF T Frgy,�l 20' STORM SEWER EASEMENT .................... ....:.. % ALBERT A. SYZDEK, JR.� 111 I 1 ' STORM NO. 20140082564 I I I EXIST. SAN. MH I *i ,t • ` K 13 1 PROP. 8" SAN. I 11; 102423 N •.�� Q g I I� TF ••CENSE,•••G� 1 V� I l 0 15' SANITARY SEWER EASEMENT 1 I — . — 1 H.C.C.F. NO. 20140082559 / / 1 �� j S�0(�AL E �� In PROP. SAN. MH, B-13 II 1--------- --- ----- ' EXIST. 36" SAN. 12" PLUG &CLAMP PROP. 100 LF ■0 011 12" BORE ■■ Texas Re istration No 274 1 °° CobbFendley PROP. 82 LF ti 18" BORE /—PROP. TS&V I N. �—_—_-- --- -- EXIST. 12" SAN. EXIST. SAN. MH EXIST. SAN. MH 9 SPENCER HIGHWAY PROP. 8" SAN. • o • • EXIST. SAN. MH �• • EXIST. 12" SAN. ___— -- EXIST. 12" SAN. EXIST. SAN. MH a) EXIST. 12" SAN. --"-- EXIST. 12" SAN. PROP. SAN. MH, B-14 EXIST. 36" SAN.— ---*��: EXIST. SAN: MH EXIST. SAN. MH EXIST. 6" SAN.�I EXIST. 12" SAN. 13430 Northwest Freeway, Suite 1100 c Houston, Texas 77040 c 713.462.3242 1 fax 713.462.3262 1 www.cobbfendley.com � JOB No:1310-004-00 DWG No: C C CITY OF LA PORTE _ Z BAYSIDE CROSSING z U WATER & WASTEWATER C LAYOUT LL C SUBMITTED: DESIGNED BY: TDB SCALE: 1"=60' DRAWN BY: TDB U DATE: JULY 2014 SHEET No.: 6 OF 39 }- SURVEY BY:CobbFendley DWG. NO: Q EE F B NO: ARU ' LOT 42 LOT 41 iono R C \,J E Y ' LOT 44 I LOT 43 W Z S CALLED LOTS 37 & 44 21 22 23 w a CALLED LOT 43 & 24 �->o JAMES W. FURLOW & WIFE EAST 26' OF LOT 37 ¢ �? JOAN P. FURLOW VOLUME 3593, PAGE 718 JAMES W. FURLOW & WIFE _ JOAN P. FURLOW - CALLED LOTS 39, 40, 41 42 LO 45 I H.C.DR. H.C.C.F. NO. 20100194467 - LA PORTE INDEPENDENT SCHOOLDISTRICT H.C.C.F. NO. S583257 I 24•RCP L =17.41 1U.E. I --I oAn - H 14' U.E. ' e.mAOREs 14' U.E. I I � I O 24BACRE3 O � I I FF IAfi�ACRES 24 25 26 27 28 29 30 31 32 31 34 35 36 37 I 1 1 2 3 4 5 6 7 18 9 i 110 72 i j I I I 10 11 12 0.75 0.74 a 2.15 3.34 24'RCP °-1 25' B.L 1.535 0 0.06 —) — 5.13 25' B.L I 1 I 5. 6 __ 1.86 M o 25' B.L / FL-)7.47 0 60' 120' 4.44 + z o yam/ PROP. 24" STORM N� I SCALE: 1"=60' PROP. 24" STORM PROP. 24 STORM W 3 i 11 1 17002+00 C� 0 4+00 +00 6+00 7+00 00 14+00 �z ; ;." 15+0022 S51NC� � _ -o° i ± 0_ BAYSIDE CROSSING DRIVE z fl X o PROP. 24" STORM PROP. 24" STORM o TROPTORM t " 14 + o , PROP. 30" STORM i{? 086 1- °-4 M B.L. ' -► 24.44 I 0.00 25' B.L 0.00 ; - -- 1 "-t.ee 3.41 I 25' B.L. M.i w I 4.44 8.19 5 ? t \ I I p to 1-2 I 25' B.L. .56 m 1 t 2 3 4 5 6 ' I I IT 5.D4 1 II J 0.00 11.70 t m I 5.56 i LOT 58 I 1 1 1 2 3 4 5 I 1 6 7 8 9 10 11 12 •117 B' O LOT 60 I Z z13. I E'IN T W 4 I 20L PROP. 24" STORM ( 2 I I LOT 59 I n 4•S=13 3' 3.a I LU I IACR o:°AAcf6RBs I OT a I A I 1 t t t PROP. 18" STORM 8.41 ACREB DAa/8 PROP. 24" STORM o Z 7' U.E. a LLl °.T4Ac1sEs ^/�� I ' 5.39 I I (., 15' W.L.E. I 12.93 � PROP. 30" STORM pAa/z ' N I _ I I 1 144_U.E. I I zssac fis 14' U.E. 19 I OA 08 I z I 0 I J 8.43 OA ACRES 6 ACRES F-3 m 3 e3 8.T 0.00 J I I RWNO INLET } I0° V l 4.451 11+00 2 0 +25 PR I I I I FL15 E�7.95 I< OP. 24" STORM 1 t0.sa PROP. 30" STORM R 24'N=76.85'I I _OND FL 24•S=)4.40' 12 11 10 9 8 w ► I - - - - - - - - - - - - 0.00 - - - - - - - m , 50' PI LINE EASEMEIIIT °-1 5'04 PROP. 18" STORM- n 0.00 17, 1 i �p 7 i 'I I I °1 4 O I I FENSE PLAN ORPORANON & I 1'\/'j I I 5.04 I I 75•STrn _� •B7 e•1 — N TRANS siON CORPOR ON EASEMEN 11.7o DETENTI x�ND EASEMENT .47 25' B.L a PROP. 30" STORM ( H•C• NO. D5653d' I I I H.C.C.F. 0. 20140082554 t t VOL 273, PG. 28 — — _ I — — — VOL. 093, PG. 30 PROP. 24" STORM \ I PROP. 24" STORM \ PROP. 30" STORM VOL. 83, PG. 697 17i' 5 I ' H.C.D.R. I I I 011 POND B I + o,�p0 1+00 2+0 3100 5 10 I I I I LOT 58 I QG�'S'`� LOT 59 LOT 60 H BB O.E. Q' Y RIDGE LANE C� I P�ovv� �� w 0.42 i� -�,... -- - 1.87 --4 ____ OP. 24" STORM h ,v 0' 0. zS��F + • 6_ � s\ sII POA IOeC -•�_ ...-� S• \.315 14 F f00p LDT6, rLA 10 9 8 7 \ F-4 4.45 I I STORM MANHOLE 10.59 ( N 0.00 BOTTOM OF BOX ELEV=72.55' t \ 4.45 14pACRE5 ipI l th ' t \ 6 ( I I TYPE 'C-1'INLET I I UNABLE 70 VERIFY FT-OWMNES TOP=18.36' (— I I FL WN-I280' fL 24'N=1246' TYPE .36. INLET 14 D.E. I ( TOP=18.36' FL 24 W=7376 14 D.E. I I I I fL 24'N=73.53' 80' PIPELINE EASEMENT DETENTION POND EASEMENT HUMBLE PIPELINE COMPANY ( (24 S 2 H.C.C.F. NO. 20140082554 H.C.C.F. NO. 0550217 VOL. 1093, PG. 302 10' WATERLINE EASEMENT 15' SANITARY SEWER EASEMENT II l I I voL 2941, Pc. 218 H.C.C.F. NO. 20140082556 H.C.C.F. NO. 201 40082 5 59 I VOL. 7527, PG. 283 0 LOT 63 I I G8 GF 0' UL I REFINING COMPANY & I ULF OIL CORPORATION EASEMENT H.C. D597345 W o I APP. REVISIONS DATE I 2304, PG. 258 I I _ _ C.D.R. ( Z AMOCO PIPELINE EASEMENT LOT 64 PROP. 30" STORM I I I H.C.D.R. LOT 62 I I H.C.C.F. NO. 0580231 ( o U I I LOT 63 LOT 64 LOT 61 _ PROP. 30" STORM I I I I I I I ) *':' • r�1 I \ \ I I STORM MANHOLE I *' • • (�� BOTTOMTVmiz:zB %ALBERT A. •SYZDEK,•JR.J LEGEND I UNABLE To VERIFY FLOWiJNES "" ' "' � ,o� 102423 20' STORM SEWER EASEMENT I I #i blF"�eCENSE�"_ PROP. STORM SEWER, �� H.C.C.F'. NO. 20140082564 TYPE c-1 INLET I 1/ S •••••. ••' ( F I I I I FL za•W<fa.z4' ( 11/ON L Z�� MH & INLETS TOP=18.54' TYPE •C_ • I I I t wLer I 15' SANITARY SEWER EASEMENT J ■::TYPE 'C-1' INLET , i i I :� CobbFendley GR INLET H.C.C.F. N0. 20140082559 TOP=79.05' / TYPE •C-T INLET *C-1'INLET TYPE 'C-1•INLET •S ' FL 24'Nm15.40' roP=79.08' TOP=79.01' TOP=18.70'24'573 24'S Texas Registration No. 274 1 00 YR. SHEET FL 30'5=1378' TC=8.42' FL 24'5<73.95' FL =14.03' 24•S=14.16 FL 75'FLOW DIRECTION . Fl asmts.6z' 1 PROP. 24" STORM — — — — — I 13430 Northwest Freeway, Suite 1100 p LOT DRAINAGE DIRECTION — — — — — - - — — — — - - —- - - — — — — — — — - - - - - _ _ Houston, Texas Texas777704o O 713.462.3242 I fax 713.462.3262 AREA (ACRES) N0• T PE c-r INLET STORM MANHOLE www.cobbfendley.com AC JOB No:1310-004-00 DWG No: O SPENCER HIGHWAY FL 30 =137$ 3• STORM18 MANHOE TYPE •C-1'INLET UNABOEU YERIFYEV= 5' INLET NODE _ STORM MANHOLE n STORM MANHOLE <, ' TR=18'28' :' STORMFf-OWLN FL 24 S=12.84 N MANHOLE STORM MANHOLE P ' 74 TR=18.78' TYPE •C-1• INLET TR=78.85' TYPE 'C-Y INLE7 •'R BOTTOM OF BO% �" 8.75' STORM MANHOLE n H TC STORM MANHOLE ES O FL FL 24 S=12.73' FL 24 SE=12.45 ELEV=11.96' BOTTOM OF BO% ELEV=i1.8P BOTTOM Of BOX ELEV=11.87 F1. 24'5=72.91' FL 24'S=12.76' O TOP=1918 TOP=)BJe• UNABLE TO VERIFY ROYAJNES UNABLE TO VERIFY FLOWiJNE5 UNABLE TO VERIFY fL0{VJNES BOTTOM OF BO%ELEV=12,79• BO7TOM OF BOX ELEV )1 75' BOTTOM CITY 0 F L A P 0 R TE BOTTOM OF BOX ELEV=72)1• FL 24"ry=iq,ip• BOTTOM OF BOX ELEV=72,70' UNABLE TO VERIFY FLOtM.iNE5 UNABLE TO VERIFY FLOW4NES 5 YR DESIGN FLOW EV=,2.2 UNABLE TO VERIFYFLOWLINES UNABLE TO VERIFY FLOWLINES FL 24•N=73.01' UNABLE F OW NES SYSTEM BOUNDARY B'x4 BOX CULVERT 8x4' BOX CULVERT 8x4' BOX CULVERT 8'x4' BOX CULVERT 8'x4' BOX CULVERT B'x4' BOX CULVERT 8x4' BOX CULVERT 8'x4 DRAINAGE AREA BOUNDARY flp BAYSIDE CROSSING DRAINAGE AREA NOS. `i- 5.00 AC. AND ACREAGE 24•$TM 24STH U) AREA (ACRES) Na o DRAINAGE LAYOUT 0 AC. m ACT. JUNCTION NODE a U ACCUMULATIVE C.F.S. DESIGNED BY: TDB I 'J AREAS (ACRES) SUBMITTED: C) SCALE: 1" 60' DRAWN BY: TDB (J5 5 YR DESIGN FLOW DATE: JULY 2014 SHEET No.: 7 OF 39 > SURVEY BY:CobbFendley DWG. NO: m FBNO: 5 YEAR STORM FREQUENCY b= 84.14 d = 17.8 e = 0.7881 TC= 10AA0.1761 +15 C= 0.55 5-YEAR EVENT STORM SEWER SYSTEM ANALYSIS 100 -YEAR STORM FREQUENCY b= 125.4 d = 21.8 e = 0.7500 TC= 10AA0.1761 +15 C= 0.55 5-,R 1 nn-YRI Runoff Coefficient "C" Sum of C*A Intensity 111" (In/hr) Inlet Q (cfs) Cumulative Q (cfs) Intensity 111" (In/hr) Inlet Q (cfs) Cumulative Q (cfs) Time of Conc. (min.) Pipe Length (ft.) PIPE Diameter or Rise (In.) Slope (%°) Manning's lint Design Capacity (cfs) Design Velocity (ft/s) Actual Velocity (ft/s) Hydaulic Gradient (%) Change in Head (ft.) Manhole Drop (ft.) Hyd.Grad. Elev. Upstream (ft.) Hyd. Grad. Elev, Downstream (ft.) TC/RIM Elev. (ft.) Gutter Flow Line Elevation (ft.) Upstream Flowline (ft.) Downstream Flowline M.H. From M.H. To Inlet Drainage Area # Cumulative Drainage Area Area "A" (acres) Cumulative Area (acres) 1-1 1-2 11 11 2.48 2.48 0.55 1.36 4.22 5.76 5.76 6.82 9.30 9.30 26.73 30 24 0.17% 0.013 9.3 2.98 1.83 0.001 0.019 0.00 16.45 16.44 19.07 18.57 14.49 14.44 1-2 D-1 12 11 & 12 2.56 5.04 0.55 1.41 4.22 5.94 11.70 6.81 9.59 18.89 26.80 156 30 0.13% 0.013 14.8 3.02 2.38 0.001 0.126 0.00 16.86 16.73 19.07 18.57 14.44 14.23 D-1 POND B X 11&12 0.00 5.04 0.55 0.00 5.37 0.00 11.70 8.39 0.00 18.89 15.00 56 30 0.13% 0.013 14.8 3.02 2.38 0.001 0.045 0.00 16.71 16.66 21.09 X 14.23 14.16 1-5 1-6 4 4 1.45 1.45 0.55 0.80 4.30 3.43 3.43 6.93 5.53 5.53 25.68 28 24 0.17% 0.013 9.3 2.98 1.09 0.000 0.006 0.00 17.89 17.88 20.05 19.55 15.93 15.88 1-6 F-1 3 3,4 0.42 1.87 0.55 0.23 4.47 1.03 4.47 7.17 1.66 7.19 23.58 12 24 0.17% 0.013 9.3 2.98 1.42 0.000 0.005 0.00 17.87 17.86 20.05 19.55 15.88 15.86 F-1 F-2 X 3,4 0.00 1.87 0.55 0.00 5.37 0.00 ' 4.47 8.39 0.00 7.19 15.00 32 24 0.17% 0.013 9.3 2.98 1.42 0.000 0.012 0.00 17.82 17.81 20.88 X 15.86 15.81 F-2 F-3 X 3,4 0.00 1.87 0.55 0.00 5.37 0.00 4.47 8.39 0.00 7.19 15.00 251 24 0.17% 0.013 9.3 2.98 1.42 0.000 0.097 0.00 17.48--T 17.38 20.77 X 15.81 15.38 1-3 1-4 9 9 1.82 1.82 0.55 1.00 4.27 4.27 4.27 6.89 6.89 6.89 26.11 35 24 0.17% 0.013 9.3 2.98 1.36 0.000 0.012 0.00 17.41 17.40 20.27 19.77 15.46 15.40 1-4 F-3 6 6,9 0.76 2.58 0.55 0.42 4.40 1.84 6.11 7.06 2.95 9.84 24.53 10 24 0.17% 0.013 9.3 2.98 1.95 0.001 0.007 0.00 17.39 17.38 20.40 19.90 15.40 15.38 F-3 F-4 X 3,4,6,9 0.00 4.45 0.55 0.00 5.37 0.00 10.58 8.39 0.00 17.03 15.00 124 30 0.13% 0.013 14.8 3.02 2.16 0.001 0.082 0.00 17.80 17.72 20.55 X 15.38 15.22 F-4 POND A X 3,4,6,9 0.00 4.45 0.55 0.00 5.37 0.00 10.58 8.39 0.00 17.03 15.00 162 30 0.13% 0.013 14.8 3.02 2.16 0.001 0.107 0.00 17.62 17.51 21.12 X 15.22 15.01 1-7 1-8 1 1 1.45 1.45 0.55 0.80 4.30 3.43 3.43 6.93 5.53 5.53 25.68 28 24 0.17% 0.013 9.3 2.98 1.09 0.000 0.006 0.00 18.57 18.56 20.05 19.55 16.61 16.56 1-8 D-2 2 1,2 0.41 1.86 0.55 0.23 4.48 1.01 4.44 7.18 1.62 7.15 23.55 12 24 0.17% 0.013 9.3 2.98 1.41 0.000 0.005 0.00 18.55 18.54 20.05 19.55 16.56 16.54 D-2 D-3 X 1,2 0.00 1.86 0.55 0.00 5.37 0.00 4.44 8.39 0.00 7.15 1.5.00 65 24 0.17% 0.013 9.3 2.98 1.41 0.000 0.025 1.00 18.46 18.43 21.62 X 16.54 16.43 D-3 D-4 X 1,2 0.00 1.86 0.55 0.00 5.37 0.00 4.44 8.39 0.00 7.15 15.00 301 24 0.17% 0.013 9.3 2.98 1.41 0.000 0.115 2.00 18.04 17.92 20.60 X 16.43 15.92 1-9 1-10 8 8 0.80 0.80 0.55 0.44 4.39 1.93 1.93 7.05 3.10 3.10 24.61 29 24 0.17% 0.013 9.3 2.98 0.61 0.000 0.002 3.00 17.95 17.95 20.63 20.13 16.00 15.95 1-10 D-4 5 5 0.75 1.55 0.55 0.41 4.40 1.81 3.75 7.06 2.91 6.02 24.51 18 24 0.17% 0.013 9.3 2.98 1.19 0.000 0.005 0.00 17.93 17.92 20.65 20.15 15.95 15.92 D-4 D-5 X 112,5,8 0.00 3.41 0.55 0.00 5.37 0.00 8.19 8.39 0.00 13.16 15.00 231 24 0.17% 0.013 9.3 2.98 2.61 0.001 0.301 0.00 17.83 17.53 20.87 X 15.92 15.53 1-11 1-12 7 7 1.41 1.41 0.55 0.78 4.31 3.34 3.34 6.94 5.38 5.38 25.62 28 24 0.17% 0.013 9.3 2.98 1.06 0.000 0.006 0.00 17.56 17.55 20.15 19.65 15.60 15.55 1-12 D-5 10 10 0.74 2.15 0.55 0.41 4.40 1.79 5.13 7.07 2.88 8.26 24.48 12 24 0.17% 0.013 9.3 2.98 1.63 0.001 0.006 0.00 17.54 17.53 20.15 19.65 15.55 15.53 D-5 POND A X 1,2,5,7,8,10 0.00 5.56 0.55 0.00 1 5.37 0.00 13.32 8.39 0.00 21.42 15.00 53 30 0.13% 0.013 14.8 3.02 1 2.71 0.001 0.056 0.00 1 18.02 17.96 1 22.39 X 15.53 15.46 TOTAL DEVELOPMENT AREA: 33.05AC DETENTION RATE: 0.55 AC-FT/AC DETENTION REQUIRED: 33.05AC x 0.55 AC-FT/AC = 18.18 AC -FT DETENTION PROVIDED: POND A = 11.6 AC -FT POND B = 8.2 AC -FT TOTAL = 19.8 AC -FT > 18.2 AC -FT RESTRICTORS POND A EQUATIONS A = Q/[Cxr(2gH)] A = 4.13FT2 D = �4xA/3.14) = 2.29', USED 2.0' POND B EQUATIONS A = Q/[Cx-�2gH)] A = 3.11FT2 D = N(4xA/3.14) = 1.99', USED 1.5 POND A EQUATION PARAMETERS C = 0.8 Q = 37.51 CFS H=2FT g = 32.2 FT/s POND B EQUATION PARAMETERS C = 0.8 Q = 28.26 CFS H=2FT g = 32.2 FT/s U) U1 0 Iz 0 w 0 Q m II <oo II II I LOT 42 II LOT 41 II II m r ^ rn LL II LOT 44 II - LOT 43 20 21 22 A342 oWd 0 s Z l _ CALLED LOTS 37 & 44 JAMES W. FURLOW & WIFE CALLED LOT 43 & 26' OF LOT 37 "�JOAN _ P. FURLOWEAST VOLUME 3593, PAGE 778 JAMES W. FURLOW & WIFE JF, N FURLOW CALLED LOTS 39, 40, 47 &42 II II 21.37 H.C.DR. II No. 2otoolsaas7 . 010019 LA PORTE INDEPENDENT SCHOOL DISTRICT 20.96 20.21 20.27 20.12 20.17 20.26 20.21 20.11 19.94 19.75 19.67c.F. 19.60 19.73 19.84 I 19.71 19.69 19.65 19.69 H.C.C.F. No. S583257 I) 19.75 19.75 19.67 19.59 19.45 19.32 19.31 tF I 19.75 00 10 ( 18 _22 �2 14' U.E. 22.10 22.27 22.20 22.16 22.00 21.86 21.97 21.81 21.55 21.35 14' U.E. 22.63 24.20 24.35 22.49 21.49 20.64 20.34 20.39 20.55 20.86 74' U.E. 21.17 21.17 (I 21.61 23.49 20.70 O 21.75 O I 21.01 II ,B.65 20.18 2,.9D 219 24 25 26 27 28 29 30 31 32 33 I 34 35 36 37 I I 1 2 3 4 5 6 7 18 9 10 11 I II t7 I 23 22.1 22.3 22.5 FIE .5 22.4 22.2 22.1 22.2 22.1 21.9 ( 21.8 21.6 21.9 22.9 laill 112121122.7 21.7 Will 20.5 FIED 20.8 laill 21., 21.3 21.4 0 20 15 16 1 5 1 ? 20.59 - -25 B.L. °25' BI I - 98 25' B.L. ...25B.L. M20.80 2020.59 20.700220.39 25 209 20.42 21.41. 23.12 19.29 19.75 19.90 23.31 4 II 20.24 y0� 20.67 21.01 20.71 20.50 20.51 20.60 20.02 20.01 - 18.94 18.92 19.77 20.02 20.83 20.39 2 9; 1+ f p� 00 4+00 - +00 6+00 7+00 ��--jj-++ - +00 9+00 104 11+00 12+00 13+00 14+00 E,.i) 21.7 2039.,y 20.67 - 2�- Y BOSSING 20.48 20,48 I 19.98� -I ( - j-- -I - -I-- - -i- -� -{- - - -i-- -}. - - j 22 x 20.72 21,pq D IVE 20.52 20.45 2EO:2 20.05 -- 23.31 BAY CROSSING DRIVE 18 92 18 90 19.80 20.76 p� 87 .19.77 20.83 2 9 d- ( 20.15 x 2020.72 •- 21.35 � 18.90 18.93 19.80 0 21.02 22.40 0 20.91 21.16 21.00 20.85 0 22.11 TOB= 22.11 22.40 23.08 21.83 20.89 + 20.70 I 20.70 20.62 M � 10' B.L. I 22.30 I 20.24 20.02 \ r 1 22.8 I OB= 22.11 T08= 22.11 19.96 19.27 19.06 19.20 -19.33 19_47 19.61 19.76 20.39 V` ( 8 25' B.L. 20.86 20.87 20.94 22.40 25' B.L. w w 19.91 20.18 20.02 �LO zs B.L. 21.5 21 I19.92 19.92 48 22.7 ( 20.93 > TOB= 22.11 TOE= 15.56 �\ TOB= 22.11 i II 21 48 O 2125 22.487 TOE= 15 88 15- 2D.D, m 1 2 3 I 4 5 6 m iW I I I FL= 15.46 LOT 58 cfE= 15.29 I I o 0 ,9.BB z 3 0 w) I 1 2 3 4 5 I LOT 6D I I II xx 22 2 o I Q 23.1 0 TOE= 15.89� T08= 22.11 I 16 7 8 9 10 11 12 O 20 NI 22.4 ® I 22.5 22.4 22.1 or 7 21.61 2 d I FL= 15.36 I I I �) I ® � I II O 218 19.94 19.88 .6 23.3 22.4 8�?5 20.8 20.6 20.7 20.8 21.0 21.1 21.3 21.4 Q 21.75 19.95 21.50 co 20.26 0 22.85 15' W.L.E. 7' U.E. I I I FL= 15.22 I I 2 ( II to 21.00 22.30 22.50 22.00 21.90 I 22.50 24.50 -) ( ,4' U.E. 0 0' D.E. xx - 22.20co 4 21.50 FL= 15.36 �= 15.29 21.6 20.15 20.15 7' U.E.. 21.90 , I 23.0 I I 23.00 22.30 21.70 21.25 21.00 21.00 21.00 21.00 21.00 21.18 21.26 0 21,27 18.74 m I 3 I I TOB= 21.35 TOB= 20.68 T08= 20.00 1 22.68 19.9, I I 21.37 20.12 0m m m I m I 38.2 � m 22.5 22.7 22.8 22 5 22 2 0 21.45 TOE= 13.50 II 18.74 22.0 - m U p 21 21 22 8 �TOE- 14.85 To 20.00 21.5 Q( 19.92 O Ig 19.92 2 11 1 0 I 9 8 7 I j I m I ' I I 19.88 I TOE= 14.85 E= 14.39 II 18 "I 19 88 Q I I I (` O I I I I TOB= 21.3,' - 1416 TOE= 13.50 21.20 W20.62 21.20 n N I I I 1 �- I I I III 25'B.L. 20.91 + 21.25 22.45I I FL= 14.5321.00 21.15 21.31 20.67 20.45 20.99 20.37 TOB= 21.8021.820.3^ 2117 21.14T06= 21.72M31720.97 21.20 20.31 20.26 ie 20.92 5 m ( I1I I O y I FL= 13.60 0 r. °✓ 22.4 /� LOT 58 I J� "�� LOT 59 0+ 0 20.94 s. 1+00 2+00 + 5 TO 15.18� 1 oG' LOT 60 _ I _ 20.23 - 20. 10' 22.00 -TOE= 15.29 I I � e �. II POND B 21.40 _- •��sa _ D•E. ( I I TOE= 14.85 0` g• o FL= 14.05 TOE= 13.92 - BAY R� NE 20 10 20.31 °° I TOB: 21.35 e `' TOE- 14.39 - 20.99 _20.16 20.70 _ _ _ FL= 115.01 -I I TOE= 14.85 `P�o� TOE_13.92� T08= -II - 21.20 SJ 20.51 20.93 20.18 �J/0 1 0 I 21.06 21.23 20 7 20.84 20.52 E•A lot ' W 22.0 16 �s 1��2 15' u.E. - 20.21 + S 6 I = I POND A' I I I - 2s�UF .73 -II 25 B.l. s 20.53, S d FL= 14.97 21.75 T08= 21.35 TOB= 20.00 T06= 20.68 i - I I LOT 62 I� 15 14 13 112 11 10 9 8 7 LOT 6, 22.00 22.2 22.5 22.6 3I 22.7 22. 22.3 22.0 21.7 22.0 \\ 22.20 I I II 21.80- I in 22.48 22.43 22.10 21.78 21.47 21.60 22.20 \ ( I I 21.50 I I I 14' U.E. 14' U.E. FL= 14.78/1 I ( I II I ( I FL= 14.68 FL= 14.57 \ I 19.67 I I I 19.68 II I I I I I II 20.65 20.61 20.33 19.91 19.78 19.78 19.79 19.82 19.70 TOE= 15.32 10' WATERLINE EASEMENT 15' SANITARY SEWER EASEMENT FL= 14.44 I I H.C.C.F. NO. 20140082556 II H.C.C.F. NO. 20140082559 I TOE= 14.84 TOB= 21.34 I I ( ( II II T06= 21.50 I LOT 63 I 21.00 I i (I T08= 21.50-TOB= 21.34 19.66 I I I ( II I II LOT 64 20.11 II 21.00 _'i I I I II i I I I LOT 62 I umff R5 LOT 64 LOT 63 LOT 61 (I SIDE SLOPE AND PROTECTIVE SLOPE BY HOME BUILDER ALL SHEET FLOW DRAINAGE TO STREET TYPE "A" GRADING PLAN SCALE: N.T.S. ABOVE. T.C. W z Uj z r I_ 0 z W O m 5 m a W z W z H m z z a 0 m a W z Er W 0 m EL W W K b110 TYPICAL 120' DEEP LOT ON 60' R.O.W. WITH 25' BUILDING LINE (FOR BLOCK 1 LOTS 1-12 AND BLOCK 3 LOTS 7-15) SCALE: N.T.S. GRADE PROFILE W/ REAR BERM Z J r F (C W 0 0 CC C1. fr a w MIN. FINISHED FLOOR T.C.+1.00' m 3:1 1-2 [ GRADE GRADE PROFILE W/ REAR BERM TYPICAL 120' DEEP LOT ON 60' R.O.W. WITH 25' BUILDING LINE (FOR BLOCK 1 LOTS 1-12 AND BLOCK 3 LOTS 1-6) SCALE: N.T.S. 3.7 -EXISTING NATURAL GROUND W z J W a. 0 tr a W z {r- CL m W 0 0 m a W z J O z 0 5 m W z J C.D z a DO DO MIN. FINISHED FLOOR T.C.+1.00' 1-2 R GRADE - GRADE PROFILE TYPICAL 120' DEEP LOT ON 60' R.O.W. WITH 25' BUILDING LINE (FOR BLOCK 4 LOTS 1-12) SCALE: N.T.S. MIN. FINISHED FLOOR T.C.+1.00' 1-2 R GRADE - GRADE PROFILE TYPICAL 120' DEEP LOT ON 60' R.O.W. WITH 25' BUILDING LINE (FOR BLOCK 3 LOTS 16-26) SCALE: N.T.S. W Z J Uj W CL 0 Ir a agilz ��Gii�lL11 �d7dIP1�7 W K W CL 0 Q. Q. EXISTING NATURAL GROUND 42.3 0 60' 120' SCALE: 1" = 60' LEGEND FINISHED GRADE ELEVATION TOP OF CURB ELEVATION SLAB ELEVATION PROP.- STORM SEWER, MH & INLETS HIGH POINT EXIST. GRADE ELEVATION II APP. I REVISIONS I DATE Elam so on CobbFendley Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713.462.3242 ( fax 713.462.3262 www.cobbfendley.com JOB No:1310-004-00 DWG No: CITY OF LA PORTE BAYSIDE CROSSING CROSSING GR.AnIN,tL ; I-AYOUT- SUBMITTED: ,, I ED 8Y: TDB 1 �: SCALE: 1"=60' RAWN BY: TDB DATE: JULY 2014 SHEET No.: 9 OF 39 SURVEY BY:CobbFendley DWG. NO: F B NO: W Z S CALLED LOTS 37 & 44 w a CALLED LOT 43 & 21 22 23 24 �-, 7L I JAMES W. FURLOW & WIFE ¢ 0 4 JOAN P. FUREAST 26' OF LOT 37 , & - VOLUME 3593, PAGE AGE 718 JAMES W. FURLOW &WIFE LA PORTE INDEPENDENT 0, 41 DISTRICT LO CALLED LOTS 39, 4041 42 45 = I H.C.OR. 1 H.C.C.F. NO. 20100194467 H.C.C.F. NO. S583257 42 I I I O � c W_ _ 1 I I O 24 25 26 217 28 29 30 31 32 33 34 35 36 37 1 2 3 4 5 6 7 18 9 10 11 12 23 25' B.L. IPB o ( Fl�25' B.L 25' .L 25' B.L. / I o I 0� L 0 60' 120' y — — ——,R,FB—X—?;--?F g�(� k — Y_R�a — — — — _ �X— -- — 7+UU — — — R — — R—Y — X—RRG— Y—RCR—Y ib } l l 1+00 - 2+pp — p 4+00 - X + - F� 6+00��'� + X +00 9+0 +0 11+00= �1 13+00 14 lvl '1 15+00 15 RCP SCALE: 1"=60' i 22 / x�' BAYSIDE CR SSIVE I — — �— I — — — + — =n.47 _ _ _ _ _ _ _ _ BAYSIDE CROSSING DRIVE I — _ _ — _ �r L,' IPBox - - =X-- =-X _ _ _ ��j�� �� - � �- - �- -> _ X =84 - I+ _--- I I I _ ---- i 21 ( 1 I 1 IPB 25' B.L. IPB — —I I I I N 1 I P B I POND A \ I I 25' .L. — — — — — IPB — — — — — 25' B.L. ' 1 2 3 4 5 6 I I I w I I ( LOT 58 I I I 1 LOT 60ji TYT E IN T 20 NI LL I w IL T 16 ® I T I 2 I ( I I 2 3 LOT 4 59 5( 16 7 18 9 10 11 12 FL 4"5e,d.33 �aJTX— o +tg' - ----- -- I '+ILU I I I� 1 i I I I I V I I z IN �1 — -- — — — — — — IN I�1 I ( I I I I — — — — — — —) I — — — — — — — — — I LU 19 I I p1 Ico 11 z 3 ( I I IIPB J , QI (IPB IPB I I ( I I I 11 1 0 9 8 7 ' �x I -! I I 1 , I I I ( I — — — — — — — I IPB NOTE: TOP OF CURB ELEVATIONS SHOWN 18 N , 1 m I I I I TEMP. ROCK FILTER I IN PLAN AND IN PROFILE ARE BASED OFF 1l ( DAM PER DETAIL I , ( N 4 O I I �xo I OF A 4" x 12" CURB. / t L 25' B.L. O + 2. ALL TOP OF CURB ELEVATIONS SHOWN 17 / ° a I ' \ \ ( I 1 1 I I i I 5 FOR INLETS IN PLAN AND IN PROFILE ARE _ _ _ _ ( i I I o�y POND B I 1 I SHOWN FOR 6 CURB. DO NOT ADJUST. °°. I'J \ — X—P 4M—V — a(,- — a-1(— ai— / °i'A 1 ' S LOT 58 X J�'h'` LOT 59 2+0 I 3+00 5 0,;• LOT so + e,,�'"•—H— — —I --�t— — —�— —NosI 3. WHEEL CHAIR RAMP DETAIL SHOWN ON _ - - - BAY RIDGE LANE ° I �Pjo h��° ( I ( SHEET 22 _ --- -----=8�21= °• 4. PROPOSED 10' CURB TRANSITION (TYP.) h 16 zs� / � e L. — — \ g � ry 6 ( I 1 ' i I I I X RFB—X )(--RF8—X—3E—RFB X X—R-FB-3E X RFB—X�C—RFB X—RFB—X—3�RFB—X X—RFB-E SE—RFB—X RFB I 5. STREET SIGN DETAILS SHOWN ON I 3 et. —'" I I IPB -- •---� \� I ( I I O I I I I = SHEET 22 15 14 LOT sz LOT 6i 12 1 10 9 s 7II I �\� I I I , I ► I I i I I I I I TOE OF /RAWUNNE SLOPE TOE PROJECT I SLOPE — I PROTECT FLOWLINE I \ V II I I TEMP IER C DAM PER D TILB� c g �j I I � I I MIN. I A11N LOT 63 I I I TOE OF SLOPE c' 06t 6 \� SEE NOTE 8.6. G1' 0f0 SEE NOTE 8.6. 7� IRFB LOT 64 �Fll—�RFB—X�—RF0E—XFFB�CIIII �lil IIII IN —CHANNEL FILTER DAM GEOTE.XTILE NOTES: B APP. REVISIONS DATE LOT 63 I I i I MIN. ADS SIEVE N. 120 MIN LOT 65 ( LOT 64 I x PLAN I HT B O/5YNO4 OZ. MIN DAM AT DETENTION BASIN OUTFALL PIPE XT I I PLAN I I I 2 I I I 13 I ° I MINIMUM SEE NOTE 6 DEPRESS CENTER WIRE MESH �(7� �.• ,qs `\ 6AREA (SETT NOTE B.i.) VARIES WITH TYPE VARIES WITH TYPE MARE MESH 4� I St11 SEE NOTE A EE NOTE A (S E NOTE B.1.) .k •: .• VARY F PROPOSED -FLOW OR EXISTING /, ll_ I I TYPE GRANULAR FILL�� FLOWUNE / • / ' ( I ,GRANULARFlLL-­ 'Y �.� PIPE SEE NOTE /ALBERT,A:,SYZDEK:,JR.r II I 0 I � 102423 SEE NOTESEOTE%TILE U�a6 ,���..;ENSE�� 5' MIN. WIRE MESH NOTESEE EOTE%TILE �, ``/` TYPE "C-,' INLET SECTION C-C (SEE NOTE B.1.) TYPE "TOP IN I I I NOTE ONLY APPLIES FOR TYPE 'C-I* INLET TYPE `L?R; INLET GRATE INLET ( 7YPE 'C-i` INLET FL 24N=I5.40' TC= 8.42�T I P B FL 24'S=73.95' :/ / OUTFALL PIPE IN SECTION B—B TOP.19.66' OP=19 0' T0..18.79' TOP=19.27• -FI- 305=13.78' -- FL 24"5=14.36' FL 24"N=76.05' FL 24'S= FL 4'5=15.62' PROTECTION. FL 30 _14.20' 16.34 FL 24"S-14.37' ••• CobbFendley A TYPES OF FILTER DAMS B. CONSTRUCT FILTER DAMS ACCORDING TO THE FOLLOWING CRITERIA UNLESS SHOWN OTHERWISE ON THE PLANS. - 1. TYPE I (NON -REINFORCED). 0. HEIGHT - 18-24 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. 1. TYPE 2 AND 3 FILTER DAMS: SECURE WITH 20 GAUGE GALVANIZED WOVEN WIRE MESH WITH 1 INCH Texas Registration No. 274 DIAMETER HEXAGONAL OPENINGS. b. TOP WIDTH - 2 FEET (MINIMUM) 2. GRANULAR Flu' 13430 Northwest Freeway, Suite 1100 TYPE `C-,'INLET C. SLOPES - 2:1 (MAXIMUM). C• PLACE ON MESH TO HEIGHT AND SLOPES SHOWN ON PLANS OR AS SPECIFIED BY THE ENGINEER. 2. TYPE 2 (REINFORCED). Houston, Texas 77040 a BTORM MANHOLE FL 30'S=13.73' STORM MANHOLE 0. HEIGHT - 18-36 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. b. 3-5 INCHES FOR ROCK FILTER DAM TYPES 1.2. AND 4 AND 4-8 INCHES FOR ROCK FILTER DAM TYPE w STORM MANHOLE n o SPENCER HIGHWAY < N TR-18.28' b. TOP WIDTH - 2 FEET (MINIMUM). REFER TO GRANULAR FILL IN SPECIFICATION SECTION NO. 02378-RIPRAP AND GRANULAR FILL 713.462.3242 I fax 713.462.3262 STORM MANHOLE N 7R=19.38' = 8.59' STORM MANHOLE n STORM MANHOLE 7R= FL 24 5=12.6-3'�--- �E `C-t` INLET Fl• 24'S=12.8g�'-' STORM MANHOLE - TR-18.78' TYPE `C-T INLET O1 FL 24 S=12.84 C. SLOPES - 2:1 (MAXIMUM). TR=18.85' TYPE 'C- • n 3. WIRE MESH: FOLD AT UPSTREAM SIDE OVER GRANULAR FILL AND TIGHTLY SECURED TO ITSELF ON THE WWW.cobbfendley.com FL /2'5=12.96' BOTTOM OF 80% ELEV= = BOTTOM OF BOX ELEV= U218' t=18.98' FL 24-S-12.73' TOP=19.18- Fl- 24 SE=,2.45 7 INLET BOTTOM OF BO% ELE' 3. TYPE 3 (REINFORCED) FL 30'E=,2.Sg' i2.73' R 24`S=I4.00' UNABLE TO VERIFY FLOWUNES BOTTOM OF BO% ELEy=72,27 BOTTOM OF BO% ELEV=12,III Fl 24"N=/4.70' BOTTOM OF BOX SE -12.10' TOP 18'76 UNABLE TO VERIFY FI 0. HEIGHT - 35-48 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. DOWNSTREAM SIDE USING WIRE TIES OR HOG RINGS. JOB No:1 310-004-00 DWG NO:. UNABLE TO VERIFY FL F7. 24"N=13.05' UNABLE TD VERIFY FLOWUNES UNABLE TO VERIFY FLOWUNES FL 24 N=/3.01 UNABLE TO VERIF1' FLOWUNES b. TOP WIDTH - 2 FEET (MINIMUM). 4. IN STREAMS: SECURE OR STAKE MESH TO STREAM BED PRIOR TO AGGREGATE PLACEMENT. C. SLOPES - 3:1 (MAXIMUM). 5. SEE SPECIFICATION SECTION N0. 02364-FILTER DAMS. 4. TYPE 4 (GABION) 6. EMBED ONE FOOT MINIMUM INTO SLOPE AND RAISE ONE FOOT HIGHER THAN CENTER OF DEPRESSED AREA AT 8•x4' BOX CULVERT Bk4' BOX CULVERT 8'x4' BOX CULVERT 8'x4' BOX CULVERT ek4' BOX CULVERT 8'x4' 80X CULVERT B'x4' CITY O F L A P O R TE 24"STML-461 C. HEIGHT - 30 INCHES (MINIMUM), MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. SLOPE. b. TOP WIDTH - 2 FEET (MINIMUM). NOTES: S. TYPE S. AS SHOWN ON THE PLANS. FILTER DAM 1. THE SWPPP NOTES AND MEASURES SHOWN ON THIS DRAWING ARE NOTE 3 PROP. 28' B—B CONC. PVM'T. NOTE 3 LEGEND RFD -TYPE NOT INCLUSIVE AS TO ALL COMPONENTS OF THE WRITTEN SWPPP. SYMBOL THE CONTRACTOR MUST REFER TO THE WRITTEN SWPPP FOR OTHER X—RFB—X— REINFORCED FILTER BAYSIDE 1 i PERMIT REQUIREMENTS AND INFORMATION SUCH AS FORMS, FABRIC BARRIER e•• .' SPECIFICATIONS AND CERTIFICATIONS. . ;, •± • 4 .. ,. • .. ' ;�' •. A C y 2. THE CONTRACTOR SHALL INSURE THAT ALL LOCAL AND IPB INLET PROTECTION BARRIER ADJACENT STREETS ARE KEPT FREE OF SEDIMENTS. IF SEDIMENTS NAT'L GRND STORM WATER OLL IJTION ARE TRACKED ONTO LOCAL STREETS, THE CONTRACTOR MUST PERFORM STREET CLEANING. 6" CONC. PVM'T. r Sc STREET CLEANING PREVENTION 'al_h\N 3. THE CONTRACTOR SHALL HYDROMULCH SEED FROM BACK OF TYPICAL SECTION FOR 6" SUBGRADE SUBMITTED: DESIGNED BY: TDB CURB TO ROW AND BROADCAST SEED ALL OTHER DISTURBED AREAS. S C` _ 1 STABILIZED CONSTRUCTION SODDING AND HYDROMULCH SEEDING ENTRANCE SCALE: 1"=60' DRAWN BY: TDB 4. THE CONTRACTOR SHALL MAINTAIN ALL SWPPP MEASURES FOR RESIDENTIAL STREETS DATE: JULY 2014 SHEET No.: 10 OF 39 THROUGHOUT CONSTRUCTION. DAMAGED SWPPP MEASURES SHALL BE NITS C TW CONCRETE TRUCK WASHOUT SURVEY BY:CobbFendley DWG. NO: REPLACED IMMEDIATELY. F8NO: G U R v E I BENCH MARK 1 S _ _ I I I P— _ _ _ _ REFERENCE BENCHMARK: PLAT BOUNDARY FLOODPLAIN REFERENCE MARK No. 010305 IS I _ — — — 14 I A BRASS DISC STAMPED "RM 010305" PLAT BOUNDARY I I LOCATED ±600 FEET NORTH OF THE INTERSECTIOI PLAT BOUNDAR AY ON 14' U.E. O I 10 I I SENS ROAD, NINOMEDIAN CLOCA LOER CATED THE I SIDEWALKS BY HOMEBUILDER 11 12 WEST ENTRANCE OF DU PONT LAPORTE 7 8 I CREDIT UNION IN KEY MAP No. 539—Z, THE TYPE 4 RAMP CO TRACTOR 0 CONSTR CT PROP. G 9 S DEWALK A ROSS ALL RESERVES 4 5 V 1 CLEAR CREEK WATERSHED. 14' U.E. I (SEE SHEET 22) � 36 37 I 'I 1 2 3 I 25' B.L. � Zo ( ELEVATION= 23.12' NAVD 1988, 2001 ADJ. I 34 35 ---- I SIDEWALKS BY HOMEBUILDER 26 217 28 2 30 31 32 33 I 14 25 I I . I 25' B.L. 25 L. —00 15+00 1 rn ���_, 1-- 12+00 —00 14+00 I 23 _I25 _ _ --- M ------ o+oo—F----- __--,— BAYSIDE GROSSING ------ M iu .0. -1 ----2}0025 B.L. I ____--- +-BAYSIDE CR SSIN DRIVE w I I W 22 X5' I — —_LOT 60 _ 12 7 8 9 w 2II o + N 4 56 W 25B.L. 10 2 3 15' W.L.E. co LOT 58 LOT 59 Z 21 6 m 2 3 cn W I �I Z _ — N `�}J 1 oT 4u.E. — — SIGN i� PROP. STREET SIGN PROP. STREET I 6 o j. W/ R1-1A STOP SIGN I I PLA BOUNDARY W/ R1-1A STOP SIGN (SEE SHEET 22) I 1 W PROP. STREET SIGN U,E, O I I I 20 NI Z N T (SEE SHEET 22) o (SEE SHEET 22) _ PROP. T)PE II A —A BUTTON Ntg' — --} — — �- U.E. JZ 1 3 I I I I I (3' SPACING, 2 ROWS) N I 00I j I I I I 0 60' 120' O I A PROP. TYPE Y BUTTONS —t 19 50' PIPELINE EASEMENT SCALE: 1"=60' I U m (3 SPACING, 1 ROW) I fA I DEFENSE PLANT CORPORATION & I I I I' 2 w -' TEXAS EASTERN I m o 10 (� 8 1 ' I^ m /I O I I TRANSMISSION CORPORATION EASEMENT I I I I I 11 V �F H.C.C.F. NO. D565301 1 I N VOL. 1093, PG. 287 m I l\ �1 O VOL. 1093, PG. 302 1 8 N _— o VOL. 1683, PG. 697 I ' 8 25 B.L. + I H.C.D.R. I 1 � � LEGEND > / �1+05 1, -- 3+00 ,>$'' WY 5 ! 10' D.E. I I _ — — — — — _ I PROP. 4' DIA. SAN. MH 17 �> 2+oD I �— as♦ I I o — ARIDGE L_A_NE — CLEAN OUT Bo�TOD.E. ...... I j I I I I PLUG & CLAMP 6 I I w _ I I ¢ FIRE HYDRANT U.E.-� �1 16 is b+ 25' B.L. I __ / S"s\ \ I I V I I 1 I I WATER VALVE 2S\ BC. E/ 13 1112 1 h 10 9 8 7\ \� I I I I I I SANITARY SEWER O 15 14 w JI I J I \ P I I I I I WATER LINE W _ 14' U. . I 80' PIPELINE EASEMENT HUMBLE PIPELINE COMPANY _ H.C.C.F. NO. D550217 PROPERTY LINE W/ ESM T. VOL. 1093, PG. 302 M — 14' O.E. PLAT BOUNDARY PROP. TYPE Y BUTTONS (3' SPACING, 1 ROW) I VOL. 2941, PG. 218 N0 1 I t_ _ — — PROP. TYPE 11 A —A BUTTONS I I I H.C.DR. PG 283 3 w (3' SPACING, 2 ROWS) I I I GU GULF REFINING COMPANY & I �Z I 15' SANITARY SEWER EASEMENT GULF OIL CORPORATION EASEMENT p I H.C.C.F. NO. 20140082559 H.C.C.F. NO. D597345 I Do PLAT BOUNDARY 10• WATERLINE EASEMENT H.C.VOLz3o4, PG. 256 �_ 1 H.C.D.R. o I H.C.C.F. N0. 20140082556 L _�+00— 5 — I I I 80' AMOCO PIPELINE EASEMENT I LOT 61 — — WATER AND SAN. ESM'T �� __-- + I I H C.D.R, N0. D580231 LOT 62 LLL--- LOT 63 � I I I I I I III II I I 1 APP. REVISIONS DATE LOT 64 1 I ,. ' I I I I ' LOT 65 I I I I I I 1 I _� I I I �•��E OF I I I I I I I I I 1 20' STORM SEWER EASEMENT I I H.C.C.F. NO. 20140082564 I i.*....•••••••••••••• ••• *..I . %ALERT A; SYZDEK; JR.� 102423........ I I I 15' SANITARY SEWER EASEMENT / / ��� S/ONAL H.C.C.F. NO. 20140082559 TRAFFIC NOTES — — — — — — -- CobbFendley 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF TEXAS MANUAL ON Texas Registration No. 274 UNIFORM TRAFFIC CONTROL DEVICES TMUTCD — LATEST EDITION WITH REVISIONS) DURING CONSTRUCTION. 13430 Northwest Freeway, Suite 1100 SPENCER HIGHWAY Houston, Texas 77040 • 713.462.3242 1 fax 713.462.3262 2. NO LANES SHALL BE BLOCKED FROM 7 A. M. TO 9 A. M. AND 4 P. M. TO 6:30 P. M. MONDAY THRU FRIDAY. • • www.cobbfendley.com o o • JOB No:1310-004-00 DWG No: 3. OFF DUTY POLICE OFFICERS/FLAGGERS ARE REQUIRED TO DIRECT TRAFFIC WHEN LANES ARE BLOCKED. 4. CONTRACTOR SHALL COVER THE EXCAVATION WITH STEEL PLATES ANCHORED PROPERLY DURING NON —WORKING HOURS AND CITY OF LA PORTE l(0 ALLOW NORMAL TRAFFIC FLOW. IF COVERING IS NOT FEASIBLE, USE TRANTEX FIR 336 EFX 36" DELINEATOR OR APPROVED m EQUAL WITH SHEETING AND BASE EPDXIED TO PAVEMENT NEXT TO EXCAVATION DURING NON —WORKING HOURS. 5. APPROVED COPIES OF "TRAFFIC CONTROL PLANS" SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. BAYSIDE CROSSING 6. IF THE CONTRACTOR CHOOSES TO USE A DIFFERENT METHOD OF TRAFFIC CONTROL PLAN DURING THE CONSTRUCTION THAN WHAT IS OUTLINED IN THE CONTRACT DRAWINGS,(S)HE SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT ALTERNATE PLANS* TO SIDEWALK & SIGNAGE PLAN TRAFFIC SECTION OF HCPID FOR APPROVAL TEN WORKING DAYS PRIOR TO IMPLEMENTATION. *THESE PLANS SHALL BE DRAWN TO SCALE ON REPRODUCIBLE MYLARS AND SEALED BY A LICENSED SUBMITTED: DESIGNED BY: TDB ENGINEER IN THE STATE OF TEXAS. PLANS WILL BECOME A PART OF THE CONTRACT DRAWINGS. SCALE: 1"=60' DRAWN BY: TDB 7. IF THE PROJECT IS WITHIN 400 FEET FROM A SIGNALIZED INTERSECTION, THE CONTRACTOR SHALL CONTACT HARRIS COUNTY DATE: JULY 2014 SHEET No.: 11 OF 39 DWG. NO: PUBLIC INFRASTRUCTURE DEPARTMENT, SIGNAL DIVISION, AT 713-881-3210 FIVE (5) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. SURVEY BY:CobbFendley FBNO: 24 i PROP. SAN. MH, B- STA=0+41.49, 19.50' RIM=20.S / FL=13.37' E. 8" P' 0 Fss O � c 24 22 20 Ell 12 25 - _ 25' B.L. f-TC=20.67 YSIDE CROSSING DRIVE 6A. 0+00.00 Y COAST LANE STA. 3 30.34 ----# -- I �TC=20.67 i--TC=20.72 PROP. TYPE C MH, D-3 STA=0+01.52, 16.37' R RIM=20.58' FL=16.44' S, 24" RCP FL=16.44' E. 24" RCP 1-PROP. 68 LF N 24" RCP ® 0.17% 1 26 6" SDR 26 PVC SANITARY LEAD (TYP.) 27 28 29 25' B.L. P OP. TYPE BB -INLET, 1-9 STA=2+94.84, 14.00' L C=20.65' (SEE NOTE 2) FL=16.02' S. 24" RCP N 8 PV" C ® 0.33% ``-TC=21.01 B YSIDE GROSSING DRIVE 2+00 RO 6" REINFORCE CONC. PF PVM WITH 4" X 12" CURBS ^' 24" RC i-=21.04 PROP. 8" WATER '. 30 LF- ® 0.16% NOTE 4 TC=20.52 30 0 - - - - - � M 4 PROP. 9 LF-� N 24" RCP 0 0.17% PROP. TYPE BB -INLET, 1-10 PROP. 289 LF STA=3+04.34, 14.00' R SDR 26 PVC N 24" RCP ® 0.17% TC=20.65' (SEE NOTE 2) LONG SANITARY LEAD (TYP.) FL=15.97' N, 24" RCP ZN6" FL=15.97' S, 24" RCP 25' BLSTA. 1+16.83 PROP. TYPE C MH, D-4 .. 1-8"x6" TEE, MJ STA=3+05.29, 22.95' R 1-6" G.V. & BOX RIM=20.79' TEE, M.J. 1-FH ASSEMBLY (3' BC) FL=15.95' W, 24" RCP 11-12"x8" 1-12"x8" REDUCER 2-8"x45' BENDS FL=15.95' N. 24" RCP 2-8" GATE VALVE &BOX FL=15.95' E. 24" RCP 2 3 4 5 6 I r 31 =3+45.51, 19.50 =20.85' 12.37' W, 8" PVC 12.37' E, 8" PVC 12.37' S. 8" PVC BAYSIDE /-SYLVAN 58 LF of 0 M TC=20.87 TC=20.93 TC=20.94 28' B-B _j 50' i OW I VAN GROVEL NE SEE SHEET 17 W/ 3 i 32 33 25' B.L. O O PROP. 304 LF + N 8-R PVC ®0.33% Lo IING DRIVE STA. 3+43.34 = LANE STA. 3+40.00 Q I - +00 Oj 30 W - v) W NOTE 4 N 10 U W = /-TC=20.45 z _I W PROP. 12" WATER -- - - - = W U (.f) �-PROP. 243 LF _ Q _ 24" RCP ® 0.17% - - 10' B.L. _ I < 1RY/WATER CROSSING R ONE FULL JOINT WAY 1 STOP SIGN (R1-1A) REET NAME SIGNS STA. 4+84.60 1-12"x6" TEE, MJ uj SAN. B-4 1-6" G.V. & BOX I� 1-FH ASSEMBLY (3' BC) M H 1*00 O1 0 M N M ^ U toF H .� 0} v + F- cn co rn f` aCC II II II Q°D 11 o 00 d M N (nN inN cn dN NO O CN 11 O N t- d f- 5r'i5 II 5� a1.2 N a I N o_ t- EXIST NG Ca q TC 0.42% LT TC ® 0.30% (LT & RT) C 0.46 o RT TC ®-0. 0% LT & R TC ® 1. 4% (RT) - - - - TC ® 0. 0% (LT) TC ® 1.00 X (RT) TC ® -1.00% (RT 4' MIN. 4' MIN. PROP. 289 LF N 24" RCP ® 0.17% ( ' PR OP. 243 LF PROP. 8" WATER N 24 RCP ® 0.1 %=15.61 12" MIN. PROP. 8 WATER PROP. 6" FH LEAD - - - - 4" PROP. MIN. 12" WATER - - - - - - p F PROP. 6" FH LEAD 8" 3 P.304 LF o N p rL=12.87 J -1 00 O > �OF WN V J0 U min UUU Np UUU m a zoom Zo0� �N rn ��� 1 m� LO »> as o_ . NN 00 1 �Zd m� N N I md.N �Z �° N U� �a NNN d o%o ry�(6w od _' + y J r+oi(cg /j 6o�g (OD jM.- - Nco m N Nj +UO N a O 6 d +CRrn h O Ujcg� M N uj L U) 1)+ N cV cV CVI1 II II II 11 O a N II N U agN�NmlJa! II 11� OQ 11 m JM+p . .0pi EL In G. a0mc I G12 o_1n�1��'u 0 + 0 0 W"0010J 3+'00 4+'00 5+t00 24 22 20 14 ll� BENCH MARK REFERENCE BENCHMARK: FLOODPLAIN REFERENCE MARK No. 010305 IS A BRASS DISC STAMPED "RM 010305" LOCATED ±600 FEET NORTH OF THE INTERSECTION OF SPENCER HIGHWAY ON SENS ROAD, IN MEDIAN LOCATED AT THE WEST ENTRANCE OF DU PONT LAPORTE CREDIT UNION IN KEY MAP No. 539-Z, THE CLEAR CREEK WATERSHED. ELEVATION= 23.12' NAVD 1988, 2001 ADJ. 0 29 40' SCALE: 1" = 20' NOTE: 1. ALL TOP OF CURB ELEVATIONS SHOWN IN PLAN AND IN PROFILE ARE BASED OFF OF A 4" x 12" CURB. 2. ALL TOP OF CURB ELEVATIONS SHOWN FOR INLETS IN PLAN AND IN PROFILE ARE SHOWN FOR 6" CURB. DO NOT ADJUST. 3. WHEEL CHAIR RAMP DETAIL SHOWN ON SHEET 22 4. PROPOSED 10' CURB TRANSITION (TYP.) 5. STREET SIGN DETAILS SHOWN ON SHEET 22 I_APP. I REVISIONS DATE ..��'i� , lE OF TF�W Wto lt w %ALBERT A. SYZDEK:.JR.> j ,o : 102423 j CobbFendley Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713.462.3242 1 fax 713.462.3262 www.cobbfendley.com JOB No:1310-004-00 DWG No: CITY OF LA PORTE BAYSIDE CROSSING Z z BAYSIDE CROSSING DRIVE PLAN & U PROFILE STA. 0+00 TO STA. 5+00 c U SUBMITTED: DESIGNED BY: TDB LLJ 0 SCALE:1"=20'H 1"=2'V DRAWN BY: TDB DATE: JULY 2014 SHEET No.: 12 OF 39 �- SURVEY BY:CobbFendiey DWG. NO: m m FBNO: I II BENCH MARK I REFERENCE BENCHMARK: I RESERVE 'E' FLOODPLAIN REFERENCE MARK No. 010305 IS • m A BRASS DISC STAMPED "RM 010305" '≤ LOCATED ±600 FEET NORTH OF THE U A-� INTERSECTION OF SPENCER HIGHWAY ON CONTRACTOR TO CONSTRUCT PROP. I �+ ' I PROP. SAN. MH, SIDEWALK ACROSS ALL RESERVES I w STA=8+42.80, 20.00' L SENS ROAD, IN MEDIAN LOCATED AT THE 34 35 36 37 o RIM=22.32' 2 WEST ENTRANCE OF DU PONT LAPORTE c. m x FL=15.85 E, a" PVC 4 in CREDIT UNION IN KEY MAP No. 539—Z, THE = z x 3 CLEAR CREEK WATERSHED. rn rn oz 0o ELEVATION= 23.12' NAVD 1988, 2001 ADJ. _ _ _ 25 B.L. O - � - - - - - � - - PROP. SAN. MH, B-1 — •- - - - — z � -n O o STA=6+49.50, 19.50' L I -O I -�- • + - RIM=21.55' m z Z + N FL-13.36' W, 8" PVC I z v I I m 6" SDR 26 PVC 0 . PROP. TYPE BB-INLET, I-11 I I SHORT SANITARY LEAD (TYP.) z Q rn 0 L> I POP. 304 LF (Lj TC=20.02 TC=20.01 8 PVC ® 0.33% PROP. 257 .3 —�8'� PVC ® 0.33% (n PROP. 28 LF TC=23.31 E-- W W 0 24" RCP ® 0.,7% NOTE 4 6 00 BAYSIDE C R O S S I N G DRIVE +oo _I I _ ' _ I 8+00 9+00 m o , = W BAYSIDE CROSSING DRIVE STA. 5+48.76 �— + 6" - - I - �- o W U) o (f) OTE 4 OUTFALL B STA. 0+40.00 I I ' PROP. REINFORCED CONC. PVMT WITH 4" X 12" CURBS LL1 TC=20.02 TC=20.01 TC=23.31 Q Lv PROP. 12" WATER In 0 2 WATER ~ PROP. 243 LF PROP. TYPE BB-INLET, 1-12 I ROP. 9 LF 1-12 GATE VALVE & BOX 24" RCP ® 0.17% �.. 24" RCP 0 0.23% I 1-12" GA' VALVE & BOX " RESERVE 'C' 6 SDR 26 PVC STA. 9+09.83 0 20' 40' LONG SANITARY LEAD (TYP.) 1-12"x6" TEE, MJ SCALE: 1°=20' PROP. TYPE C MH, D-5 I 1-6" G.V. & BOX NOTE: I I 1-FH ASSEMBLY (3' BC) PROP. 56 LF - - - - - 1. ALL TOP OF CURB ELEVATIONS SHOWN PROP. 100 LF 8" TEEL CASING - - - - - IN PLAN AND IN PROFILE ARE BASED OFF 30" RCP ® 0.12% B�R & JACK 25' B.L. _ _ ( ) OFA4" x12" CURB. I I RESERVE 'F' - - - - - - - 2. ALL TOP OF CURB ELEVATIONS SHOWN 1 FOR INLETS IN PLAN AND IN PROFILE ARE I �� I SHOWN FOR 6" CURB. DO NOT ADJUST. BAYSIDE CROSSING DRIVE • 3. WHEEL CHAIR RAMP DETAIL SHOWN ON SHEET 22 • 4. PROPOSED 10' CURB TRANSITION (TYP.) 5. STREET SIGN DETAILS SHOWN ON SHEET 22 6. ALL WATER & SEWER LINE'S INSIDE d P STA:7+48. 4 `f • CASING WILL HAVE CERTA-LOK r VI ELEV:23. 6 • RESTRAINED JOINTS OR APPROVED EQUAL. LOW PT ST : 5+48.76 rn K:22.19 a' • LOW PT ST : 10+57.06 m LOW PTE V: 19.98 + LVC:100.00 n LOW PTE V: 18.90 24 m PVI ELE :19.98 moo 65 ui + 24 rrn ra v v PVI EL V.18.88 ro 06oi K:3 .61 > > LVC:1 0.00 N m • K: 1.21 N + + LVC: 00.00 22 UJ ® _ 22 • EXIST N © ç. N I 5.3' COVE • O) TC ® -0.3 % (LT&RT) _ _ _ • _20 _ _ _ m _ n 20 _ 7.3' OVER 7.5' COVER APP. REVISIONS DATE I 4' MIN. 18 I • 18 •••EOFT4� ��P........... :q's' IL=15.61P OP. 243 LF- 1 " MIN. EXI T. 10" ENTE PRIS PIP LINE EX ST. 6 CHE ON IPELIN 4' MIN. 1*..• '*�, Z 2 RCP ® 0.1 % APPROX. TOP O PIPE EL=1 .02 A PRO X. EL=1 .78 I • i.*..' •• .. :*I 1 6 C 4 V 1 6 'ALBERT.Ao2a23DEK; J. PROP. 12" WATER EXI T. 3" EXXON PIPELINE • =1533 6% F EN5,. G� • APPROX. EL=15. 7 STA. 8 15.0 . �1 ,S�o NS • NA PROP. 12" GATE V LVE 14 - -O — (VAL OPERATOREXTENSION N EDED) 14 " P 4' MIN. 4' MIN. CobbFendley Texas Registration No. 274 i 1 2 -12.8 13430 Northwest Freeway, Suite 1100 0 1 2 Houston, Texas 77040 0 STA 6+90.0 • 713.462.3242 1 fax 713.462.3262 P OP. 2" GA VALVE www.cobbfendley.com (VAL OPERATOR EX NSION NEEDED) PROP. 6" PROP. 2" WATER JOB No:1310-004-00 DWG No: O O" J10 10 CITY OF LA PORTE o PROP. 12" WATER PROP 100 LF 8" STEEL C SING 8 _ (BOR & JACK) 8 BAYSIDE CROSSING I - -► m z z m Iq a ' o a BAYSIDE CROSSING DRIVE PLAN & 0 mT m 2 N 00PROFILE STA. 5+00 TO STA. 10+00 0 0 0 o • • 0 •6 !- t- Z 6 pj jn„ CV CV. Ld + e° + N SUBMITTED: DESIGNED BY: TDB m 00 0 a o • o 11 U M a N SCALE: 1"=20'H 1"=2'V DRAWN BY: TDB 05 • • DATE: JULY 2014 SHEET No.: 13 OF 39 >-- SURVEY BY:CobbFendley DWG. NO: m 6+00 7+00 8+00 9+00 10+00 F B NO: 24 22 ME IN 16 14 m 10 on 0 5 6 PROP. 257 LF -_--- �8"PVC 00.33% -- !OP. TYPE C-INLET, 1-1 00 0 t I 11+00.19, 18.50' 9.27' ,.00' E, 8" PVC .00' W. 8" PVC 7 25' B.L. - -- 6" SDR 26 PVC SHORT SANITARY LEAD 11 STA=14+09.74, 32.3T RIM=20.33' 10 FL=13.9T E, 8" PVC 25=6.L_ FL=13.97' W, 8" PVC i _ - PROP. SAN. MH, A-3 STA=13+58.55, 19.81' PROP. 53 LF FL=14.15' EM 8" PVC 8" PVC ®0 337_\ TC=18.94 TC-18.92 �_ PROP. 258 LF _L 8 PV O 0.33% � -4 :L OTE 4 BAYSIDE CROSSING DRIVE STA. 10+59.79 ='�- oUTFALL A STA. 0+43.52 BAYSIDE CROSSING D R I E )0 1 o ( 11400 12+0 1 +00 + - - - 7r 00 0 NOTE 4 PROP. 6" REINFORCED CONC. _ PVMT WITH 4" X 12" CURBS PROP. 30 LF - 24" RCP ® 0.17% TC=18.92 *%`-TC=18.93 _ PROP. 12" WATER I- 1 PROP. 12" WATER- r - - - - - - STA=14+ 8.94, 44.44' L RIM=20.41' FL=13 84' W. 8" PVC L=6.11' N, 36" 12 f L=6.11' S, 36" --'RETRVE A PROP. 39 LF-� 8" PVC ® 0.33% TC=19.77� I \-TC=19.80 TC= 14+00 PROP. 6" REINFORCED CONC.--� PVMT WITH 6" CURBS TC=19.772�l.0e0r_TC-_19.8O TC=; NOTE 4--TC=20.02 I I 6" SDR 26 PVC STA. 12+59.83 LONG SANITARY LEAD (TYP.) 1-12"x6" TEE, MJ 1-6" G.V. & BOX PROP. TYPE C-INLET, 1-2 1=FH ASSEMBLY (3' BC) - -� •+----- ----•-- - - --25'B.L. - 25' B.L. o ROP. 156 LF 25' B.L. t, i) 0 + w - 30" RCP ® 0.13% 9 5 Io 6 7 8 10 11 of BAYSIDE CROSSING DRI 1-12"x12" TEE, 1-12" GATE VA ` 1-12" PLUG & CLr RESERVE B 12 TC=20. � v �36" RC (BY OTHE ) POP./ 4X4 Nt z ' X W � THE (¢Y OR ) ® PROP. 209 LF RCP ®)) 77 1-481 (BY OTHER ' 7.1 w FL=17.Q0 I I 3 , U PROP. 40 LF - 24" RCP ® 0.21%> SEE NOTE 9 -PROP. 1 )? THICK ASPHALT TRANSITI ;OP. TYPE D1-INLET A=14+69.25, 0.00' 20.77' 15+00 -PROP. 40 LF -24"RCP ®0.21% SEE NOTE 9 NOTE 6-% 3 cib 'C P C 15 PROP. 78 LF 18" BORE & 18" STEEL CASING a TEMP. ASPHALT APRON TO BE STOP SIGN REPLACED W/ 6" REINFQRCED CONCRETE TO MATCH F TURE SENS ROAD TP=21.81 10015' R W BENCH MARK REFERENCE BENCHMARK: FLOODPLAIN REFERENCE MARK No. 010305 IS A BRASS DISC STAMPED "RM 010305" LOCATED ±600 FEET NORTH OF THE INTERSECTION OF SPENCER HIGHWAY ON SENS ROAD, IN MEDIAN LOCATED AT THE WEST ENTRANCE OF DU PONT LAPORTE CREDIT UNION IN KEY MAP No. 539-Z, THE CLEAR CREEK WATERSHED. ELEVATION= 23.12' NAVD 1988, 2001 ADJ. EXIST R.O.W. (SENS ROAD) 1-12"x12" TS&V 00 r I n +� 0) cow to m� + am LOW T STA: 10+ 7.06 ro `- , N , 4 LO v~i LO PT ELEV. 113.90 + �'� av �� �„ _ N.. II 00 W� VI ELEV:18.8 rnoo No aN rn tQ-� Nt 00 00 m 14 d� dN aM 0- aN 11 N QF C:1001 LVC:100.00 5 a c> 1- a 0 r t~i�N ►- dIi CL v~iN 5 S a i- a. 15 a dli F- (n v a; rn F- � .. o+ / N N E IST NG TC 03.87% (L) \ TC ® 0.30% (LT & RT) / r EXIST. 12" WATER (APP OX. LOCATIO ) PROP. 24" STORM 4' MIN. \ PROP. 48" RCP � 1 A (BY OTHERS) -PROP. 2 ^ 8 BC 12-4' E 16.1 Ij C' PVC FL=15.33 FL=12.86 ROP. 30 LF - 24" RCP ® 0.17% Ll PROP. 12" WATER PROP. 53 LF-/ 0.33% "PROP. 12" WATER STA. 14+33.8 0 " LE PROP. WATER VALVE PROP. 78 LF - (VALVE OPERATOR EXTENSION NEEDED) ROP. 2" W TER 18" BORE & STEE CASING W a a 2 " MIN. U U 1 _ �Na - _ N J ~p~ ta! C'1a W Np 100 UV d' M a U� is ( aN M j a z~mail o z `? N o W N 00 co _- 0 00 _ �- ao PROP. S N. DROP M A-5 N3 U -w Ir? cj .w -N e. 2 rn W 3 LL - W . , rn W In .. z vi z o . W in a o fn STA=14 48.94, 44. L rn.�. IM 00 Ur IhM ao�- cn +NOO tan o�';� tn�o ^ rn RIM=20. 1 +� o rn r +0 nt` o a, d O o ��u7� a II N 4 a: II �� a �I N vi .- FL=12.0 ' W, 8" PVC o¢ 11 p O¢ II 11 11 �Q�J3 a �. II II 0 II J FL=6.11' N, 36" acm W a.t~i1��� atn�l_i, ��� atn� W FL=6.11' S, 36" 11 inn 194-on 13+00 14+00 15+00 15+ 0 20' 40' SCALE: 1"= 20' NOTE: 1. ALL TOP OF CURB ELEVATIONS SHOWN IN PLAN AND IN PROFILE ARE BASED OFF OF A 4" x 12" CURB. 2. ALL TOP OF CURB ELEVATIONS SHOWN FOR INLETS IN PLAN AND IN PROFILE ARE SHOWN FOR 6" CURB. DO NOT ADJUST. 3. WHEEL CHAIR RAMP DETAIL SHOWN ON SHEET 22 4. PROPOSED 10' CURB TRANSITION (TYP.) 5. STREET SIGN DETAILS SHOWN ON SHEET 22 6. WATER LINE STREET CROSSING REQUIRES A NOTIFICATION ISSUED BY HARRIS COUNTY 24 7. ALL WATER & SEWER LINE'S INSIDE CASING WILL HAVE CERTA-LOK RESTRAINED JOINTS OR APPROVED EQUAL. 8. ALL PROPOSED STREETS OUTSIDE SENS R.O.W. TO BE MAINTAINED BY THE 22 CITY OF LA PORTE. 9. SIZE AND GRADE OF CULVERT TO BE DETERMINED BY HARRIS COUNTY PRECINCT 2 20 APP. REVISIONS DATE IQ T ' * * 1, 10. ................ .. %ALBERT A. SYZDEK, JR.l 0. o : 102423 _. AA Ell all CobbFendley Texas Registration No. 274 1 2 13430 Northwest Freeway, Suite 1100 p Houston, Texas 77040 O 713.462.3242 1 fax 713.462.3262 1 www.cobbfendley.com 144- JOB No:1310-004-00 DWG No: 0 10 CITY OF LA PORTE r7 2 8 BAYSIDE CROSSING 0 z BAYSIDE CROSSING DRIVE o PLAN & PROFILE STA. 6 10+00 TO STA. 15+55 v SUBMITTED: DESIGNED BY: TDB I ij r-) SCALE:1"=20'H 1"=2'V DRAWN BY: TDB DATE: JULY 2014 SHEET No.: 14 OF 39 Q 55 SURVEY BY:CobbFendley DWG. NO: m BENCH MARK PROP. TYPE C MH, F-2 PROP. SAN. MH, B-17 O TA=0+48.48, 50.00' L BAY COAST LANE STA. 0+50.00 = PROP. TYPE BB-INLET, l-7 -j 26.00' RREFERENCE BENCHMARK: RIM=20.77' RIM=20.58' BAY RIDGE LANE STA. 0+50.00 STA=2+48.63, 14.00' L FLOODPLAIN REFERENCE MARK No. 010305 IS FL=15.83' N, 24" RCP =12.75' N, 8" PVC TC=20.05 (SEE NOTE 2) A BRASS DISC STAMPED "RM 010305" PROP. 38 LF FL=15.83' E, 24" RCP FL=12.75' SE, 8" PVC PROP. SAN. MH, B-16 FL=16.61 E, 24 RCP LOCATED ±600 FEET NORTH OF THE N 8" PVC 0 0.33% 16 rPROP. 89 LF STA=1+31.99, 19.52' L INTERSECTION OF SPENCER HIGHWAY ON 17 ^' 8" PVC ® 0.33% RIM=20.22' - SEWS ROAD, IN MEDIAN LOCATED AT THE MH, B-18 ---_� \ 18 FL=13.04 N, 8p PVC 21 STA 2+9753, 19.50' L REDIT UNIONWESTENTRANCN OKEY MAP No.L539RZ, THE TE PROP. TYPE BB—INLET, I— =13.04 S 8 PVC CLEAR CREEK WATERSHED. STA=0+13.08, 3620. STA=1+06.18, 14.00' L 20 FL=13 59'S 8" PVC ELEVATION= 23.12' NAVD 1988, 2001 ADJ. RIM=20.79' o =20.05_(SEE. DIE 2) _ — 25_B.L_ FL=12.62' NW, Bp PVC FL=15.95' E, 24" RCP - - - - - - - - _ — _ - - FL=12.62 E 8 PVC ROP. TYPE BB-INLET, 1-8 �e4 _ 15 U.E._ STA=2+48.63, 14.00 R BAYSIDE CROSSING DRIVE STA. 0+00.00 = TJ TC=20.05' (SEE NOTE 2) \ BAY COAST LANE STA. 3+30.34 PROP. 38 LF �� �� FL=16.56' W. 24" RCP N8" PVC 0 0.33% �i FL=16.56' E. 24" RCP 2-8"x45' BENDS ti PROP. 167 LF NOTE 4 TC=20.02 / ' TC:=19.95 NOTE -8"PVC ® 0.33% '�-TC=20.15 _ _f-TC=19.92 - ° b O 0 0 0 \ n ° ° PROP. 28 LF �'TC=19'92 TC=19.9 ROP. 28 LF \\ \ V 0 0 ° 0 24" RCP ® 0.,7% BAY COAST LANE 2+00 " 24" RCP O 0.17% 0� 3i o p �� NON-REFLECTORIZED WHITE ,o `o``≥o Hc�04 — — — -I — — _ o_ � Q ,o` t 1 00 PROP. 6 REINFORCED CONC. P. 5 LF uo b r% )& TRAFFIC BUTTONS 01 0` `,,A` NOTE 4 PVMT WITH 4" X 12" CURBS N. . NOTE 4 , 24" RCP O 0.17% N to REFLECTORIZED TRAFFIC BUTTONS o (�`C 4" DIA. 5' TYP. SPACING ( ) ° ' =19.93 TC=19.92 � TC= TC=20.15 TC=19.92 NO u'O� l- ,°i�` OMO \ 19.99TC=20.02 --�� (TYPE II C-R, 5' TYP. SPACING) ! P.P KY - - PROP. 8" WATER - - + 14 0PROP. 68 LF^°� PROP. 5 LF PROP. TYPE BB-INLET, 1-6 �, 24" RCP ® 0.17% 0 20' 40' PROP. 62 LF ° PROP STREET J,_ 24" RCP ® 0.44% .�Tli_1+DQJ8& .4,= 8" PVC ® 0.33% ° TC=20.94 SIGNS STA. 1+26.50 TC=20.05' (SEE NOTE 2) 10' B.L. 1 SCALE: 1"=2a TC=20.93 o NOTE 4 Q PROP. TYPE BB—INLET, F-1 PROP. S MH, -20 TC=20.97 3• STA=1+06.18, 18.61' R 1-8"x6" TEE, MJ I FL=15.90' W, 24" RCP o a1 I TC=20.43 (SEE NOTE 2) 1-6" G.V. & BOX FL=15.90' E, 24" RCP I NOTE: 1-FH ASSEMBLY (3' IBC) I 1. ALL TOP OF CURB ELEVATIONS SHOWN oj. a. FL=15.88' W, 24" RCP " PROP. TYPE BB—INLET, D-2 IN PLAN AND IN PROFILE ARE BASED OFF I _ O I 24" 2-8 x45 BENDS 19.00' R 28' B-B n I FL=15.88 S, RCP ( STA=2+48.63, 2) OF A 4" x 12" CURB. ITC=20. 50' ROW PROP. 33 LF 12 1 TC=21.80' (SEE NOTE 24" RCP 0.17% FL=16.55' W. 24" RCP 2. ALL TOP OF CURB ELEVATIONS SHOWN BAY I D G E LANE FL=16.55' N, 24" RCP FOR INLETS IN PLAN AND IN PROFILE ARE SHOWN FOR 6" CURB. DO NOT ADJUST. SEE SHEET 16 3. WHEEL CHAIR RAMP DETAIL SHOWN ON BAY C OAST LANE SHEET 22 4. PROPOSED 10' CURB TRANSITION (TYP.) 5. STREET SIGN DETAILS SHOWN ON N oo M oo SHEET 22 '� 03 Oo°f0 + 24 nI7 4 + + •• a a 24 O � � � Nto NM QU a0 N � � 1 O (n N < U) N inN t~// N aOt � O) N1 53 cn 06 U UII UU 5o 5 11 n— aH So 50 22 n. r ai - 0. 1- 0. 1-.. 0- 22 TC ® 0.70% (RT) TC 0 1.34% (LT) 20 TC ® 0.30 LT T�=O 50 , ( - TC_@ 0.30 (LT&RT) _ 20 T © :2:56% RT) T 0 070% LT) TC ® -0.30 ( T RT) APP. REVISIONS DATE 18 4' MIN t MIN• PROP. 8 LF 18 . 24" RC ® 0.17 II P OP. 33 LF tY MIN. RCP @O.1 0.1 ROP. 6" FH LEAD �'•"`�\ ��P�EOF1F �,to# 1 G PROP. 8" WATER 16 1 PROP. 8" WATER �* : `:*�I P 0 8" WATER FL=16. 4 jALBERT.A. SYZDEK,. ...j j o 102423 j 14 ____ 1 14 t0 I I " PVC " p " " c CobbFendle 1 2 12 Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 O PROP. 38 LFTexas 0 — 8" PVC ® 0.33% 713:62.3242 I fax 713.462.3262 1 www.cobbfendley.com 10 10 JOB No:1310-004-00 DWG No: OCD 1 CITY OF LA PORTE o NI t0 U) N 03 8 ,. _ - - .. - 8 a O coJ U N . U NQ: ad � � WNaa 1 1-- a. (0 JNt ,1 (I a0 1- � an, to BAYSIDE CROSSING •- •- p > U � O U > t'- O UU JO ~ UU W JO ~ U I N » LJ' OI- U 00 UU � O UU `- U C7 m mo n a mo a ° o � � z00 � � = t° _ zo0 � mtn n a zooms o moo: zo nor m > W = tto � p0 MN NN m � W N `t � a� '4-" m � W Z � CO OD m2 W d m � � � i 2 d d = d 3 w _ U O m _W e' U . 0] . N m _ W N U _ N N m _ N N co BAY COAST LANE PLAN & PROFILE c�ii 6 W • z cn w z W W �- W w w W to .. w W co 3 z W W to 6 STA. 0+00 TO STA. 3+30 0 z z yj- z ai oo. d ice. ro . (o : cd - z .- ' iD1 pp. o0 . z o Q cn iV CV a d• tO tp in n n r) i7 0 � 0 0 O d aO O � iA Q M eh et d to . } � �' d ip ip Q M Ot (/r � + mcc V) + or� n + pa) a) + Ornrn + O� + oo + 000 o -- 1-- CO10 � c O 0 ON (4 ( tV . 0Ntj . ,- O Uj �j � N ato � 0 tfj ' MM NO NC4 N (ptp NKj n: dO 04 11 it a II 11 n II II � � n 1104 all II d 11 C4 o II p � � a: C- II o I 11 W O 0a II 11 oQ II II OQ it II OQ it 11 11 0a � it 0 oa II p oa U II 0a 11 p OQ 11 11 p 0a I II II II SUBMITTED: � 1- JJ J a acn W � atn �W �' atn � � � o_ tnr- � W o tn �W n N0 0 to � � D SIG D BY: TDB SCALE: 1"=20'H 1"=2'V DRAWN BY: TDB � 0+00 1 +00 2+00 3+00 3+30 DATE: JULY 2014 SHEET No.: 15 OF 39 Q SURVEY BY:CobbFendley DWG. NO: m F B NO: BAY COAST LANE ROP. TYPE BB-INLET, I-6 PROP. TYPE BB-INLET, F-3 ' SYLVAN GROVE LANE I BENCH MARK S E SH EET TCT20 54? (SEE NOTE 2) SEF SH EET 1 7 ( I REFERENCE BENCHMARK: " �I I PROP. SAN. MH 8-5 1g ' ( / TC=19.92 ' PROP. TYPE BB-INLET, I-4 FL=15.40 S, 24 RCP I � 4 FLOODPLAIN REFERENCE MARK No. 010305 IS " ( A BRASS DISC STAMPED "RM 010305" STA=3+26.50, 14.00 L FL=15.40 W, 24 RCP a LOCATED 1600 FEET NORTH OF THE PROP. TYPE BB-INLET, 1-5 ROP. :: :: TC=20.40' (SEE NOTE 2) FL=15.40' E, 30" RCP I TC 119.92 24" RCP 9 7 uo TC=21.21 R'EFLECTORIZED TRAFFIC BUTTONS INTERSECTION OF SPENCER HIGHWAY ON I I FL=15.42 SE, 11 10 PROP. 9 LF I SENS ROAD, IN MEDIAN LOCATED AT THE PROP. 89 LF I ( FL=15.42' N, 24" TC=21.20 ti (TYPE II C-R, 5' TYP. SPACING) WEST ENTRANCE OF DU PONT LAPORTE " SIGNS $ x45'" BENDS o o A� CREDIT UNION IN KEY MAP No. ,539-Z, THE 8 PVC ® 0.33% o ' 0 O CLEAR CREEK WATERSHED. 0 � - - - - - - - - 25 B_L. - --- - - - - - - - - - - - - � � + NON-REFLECTORIZED WHITE ELEVATION= 23.12' NAVD 1988, 2001 ADJ. 4, ROP. TYPE C MH, F-2 1-12x8 E, MJ PROP. 251 LF TC=19.93 „ " N 4 G�'®r TRAFFIC DIA. 5'UTTONS TYP. SPACING 1-8 G.V. BOX N 24" RCP 0 0.17% TC=2.17 N �� ( ) / PROP. STREET-N ' ° 0 6" SDR 26 PVC SIGNS I �' ° PROP. SAN. MH, B 7 LONG SANITARY LEAD (TYP.) 0 TC=21.14 BAY COAST LANE STA. 0+50.00 =BAY ° ° \ PROP. 68 LF RIDGE LANE STA. 0+5.00 TC=19.95 Ti o` o \ " •� 0 1'I3 PROP. 8 WATER —AUtTC=20.26 Is — — — — — TC=20.3 d • PROP. 124 LF PROP. TYPE C MH, F-4 17 / ° R NO -7'C=20.97 TC=20.31 , ° I o.o �TC=21.20 •� ' 0", ,—KNUCKLE 0.13% 5 PROP. SA . MH, B-17 o FF. 42.5'R o •o, TC=20.94 0+00 PR 30" RCP ® 0.13% TC=20.31 CENTER POINT 6" NOTE 4_t \ NO 4 , STA=3+98.05 �'+°f. PROP. REINFORCED CONC. m 3o•'° — �i i 1+00 2+00 PVMT WITH 4" X 12" CURBS \ 4I 0 3+0� f t 00 4+ J�DE Boa*O4 a0 + oio°' oF DoE I — i — — -t\\ \ C€W "°/ 0 N I BAY RIDGE LANE N m NOTE 4-\ PROP. 35 i ( TC-20.99 24 RCP ® 0.17%38 L ��� ° v� 8" PVC 0 0.33% 0 0 0 o .�.. o p ° ° TC=20.93 TC=21.20 PROP. 245 LF TC=20.18 R TC=20.16 / T 10' D E. PROP. SAN. MH, B-18 ^ 8 PVC ® 0.33% / / 16 I O� I p�'Op NON-REFLECTORIZED WHITE _...•���Q G - - _ I \6fl SDR 26 PVC PROP. TYPE BB-INLET, I'3 sp I X / 6 0 20' 40' TRAFFIC BUTTONS a SHORT SANITARY LEAD (TYP.) STA=3+46.82, 14.00 R �F �� �" x " 15 U.E. TC=20.27 (SEE NOTE 2) o / BAY RIDGE LANE STA. 4+03.00 = SCALE: 1"=20' (4 DIA. 5' TYP. SPACING) � 126 LF � 12" WATERLIN " FL=15.48' NW, 24" RCP 9 \ 0 PR vG ® SANITARY SEWER STA. 0+43.94 REFLECTORIZED TRAFFIC BU ONS - - _ - - �'I RESTRAINED JOINT ---, - - - - - - - - - _ P (TYPE II C-R, 5' TYP. SPACING) 7S' 0 ± 3 w-(SEE-NOTE 6r 25 B.L. - 8 0 / NOTE: (/F PROP. SAN. H, B-19 PROP. SAN. MH, B-20 LL! x '-I PROP. MH, B-21 / 1. ALL TOP OF CURB ELEVATIONS SHOWN PROP. SAN. MH, B-8 / STA=0+49.73, 50.00' R STA=1+04.13, 19.47' R -' N STA=3+49.07, 21.56' R PROP. SAN. M5, B 22 5, . s, O PLAN AND IN UROFILE ARE BASED OFF ?S•� RIM=20.37' STA=4+01.77, 50.00' R / �� OF A 4" x 12" CURB. PROP. 38 LF 9 RIM=20.98' RIM=21.24 I �) 12 11 10 " RIM=20.78' / S 8 PVC 0 0.33% �• _ FL=12.49' W. 8" PVC FL=12.28' SW, 8" PVC i° o FL=11.47 W, 8 PVC „ _ �. S �F` " FL=11.27 NW, 8 PVC S\ 2. ALL TOP OF CURB ELEVATIONS SHOWN FL=12.49' NE, 8" PVC FL=12.28' E, 8" PVC I al FL=11.47 SE, 8 PVC „ 2y 7 'F FOR INLETS IN PLAN AND IN PROFILE ARE OFFSITE WATE LINE FL=11.27 E, 6 PVC OFFSI E �ANITARY BAY - RIDGE LANE SHOWN FOR 6" CURB. DO NOT ADJUST. SEE SHEET 20 SEE SHEET 18 3. WHEEL HE2 CHAIR RAMP DETAIL SHOWN ON 4. PROPOSED 10' CURB TRANSITION (TYP.) r o 5. STREET SIGN DETAILS SHOWN ON cd M SHEET 22 N O N O . ion COI. II O N r .f i— F ui co M .. M .. � � Qi �j .. 6. WATER MAIN IN EASEMENT TO HAVE 24 Co+ + + a a .. + w + 24 ALL JOINTS RESTRAINED FROM RIGHT-OF- 0 0 + + r� cn i- 1- to * WAY LINE TO BACK OF LOT END OF OD 11 M OM o � II o II ro cn0 cn a0 11 I1 d LOT/END 11 0 Q 0• 11 0 11 0 ¢ N ¢ N M p .J ¢ EASEMENT. U) N ! 1¢- N HN innN ccnnN n_ N a. NaO yN iN N II N II 11 11 II 1I II II N ~ate aU ov at0- XIST NG ® aH aH al�- 5v 22 ~ TC 02.12% (LT) 22 T o030% T&R7') t / _IC © 0.65% (LT T) TC 0 0.70% (RT) 20 - - - - - - J4- 20 TC 0 2.56% (LT) TC 0 0.70% (R7') C 0 -0.30% (LT&RT) 1 $ 1 $ APP, REVISIONS DATE 12" MIN. 4' MIN. PROP. 251 LF 12" Ml P OP. 124 LF 24" R P 0 0.17% I MIN.,. 30 RCP O0.1 %0.1 16 16 *:: �P�...°f '?kN PROP. 8" W TER1 i ...................... :* - _ _ %ALBERT A. SYZDEK, JR.l �,pt 102423 • ••• ENS• G\. PROP. 12" WATER - _ _ - - ���,�"���• O " H HH 14 '-' S" PV 0.33% 12 " „ 12 : n CobbFendley 8 3 " Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 p Houston, Texas 77040 0 713.462.3242 1 fax 713.462.3262 1 10 - _________ ____ ____ _______ - _________ - ________________ _________ _________ _________ _________ _________ _________ _________ _________ 10 www.cobbfendley.com d- PROP. 68 LF JOB No:1310-004-00 DWG No: 0 8" PVC 0 0.33% 1 8 8 CITY OF LA PORTE o * M tO 00 61� U N O � U NJWN O I ., n. a. 1-: U N �° U j p > U m N •- •- O > 1.� N. > U W OF- OI U U p a' I I Z ro mo n I n > zooa r o zo , mom'• as Do as m m BAYSIDE CROSSING _ _ = m s a d' Z * e N = a 4 d• N a 00 0 = 2' U' O S0) 00 ° � N N N M m .- N = 000 IA oD = Z tp m w - - n 6 "' z w v, w w O In N � w w w z z oSi• w .=003 z z 6 05 BAY RIDGE LANE PLAN & PROFILE Z ZOiCO. Ze} d _ ip. cG�. Qd• M" Q a N o - - Nino g � ^ 1` a N STA. + d MO ; ; ONN to 0+00 TO STA. 4+60 0 a: SON 04 � NCVCV a00uj M �II� t 0 11 iOQNII 11 QN11 II a. O 0 0 a0 0 ¢ II II o o a II it J II II II III �o II J a li N a SUBMITTED: DESIGNED BY: TDB accnnm a ac~ilal� la_' acne- 1l (fl � � u. avl t� a LLJ 0+00 1 +00 2+00 3+00 4+00 4+60 SCALE: 1"=20'H 1"=2'V DRAWN BY: TDB US DATE: JULY 2014 SHEET No.: 16 OF 39 Q SURVEY BY:CobbFendley DWG. NO: m F B NO: PROP. TYPE BB -INLET, NON-REFLECTORIZED WHITE, TRAFFIC BUTTONS (4" DIA. 5' TYP. SPACING) PROP. N 6F /TC=20.1 0%8" PVC ®.33 8 / REFLECTORIZED TRAFFIC BUTTONS (TYPE II C-R, 5' TYP. SPACING) � I I I.n n 7 0A PROP. 37 LF N 8" PVC ® 0.33% \ / SHEET .1 0 b 0 0 0 0 0 0 CENTER POINT STA=0+54.95 PROP. SAN. MH, B-8 xp�/ 45 O 6 BAY RIDGE LANE STA. 4+03.00 = I SANITARY SEWER STA. 0+43.94 24 22 20 IN 16 lul 12 10 R E 1 7 ( I PROP. TYPE BB-INLET,11-10 I STA. 1+18.81 rc I I m 6 ()!1 i PROP. '124 LF 1-8"x6" TEE, MJ I I m N 30"I RCP ® 0.13% 1-6" G.V. & BOX r PROP. STREET 1-FH ASSEMBLY (3' BC) I 1 PRIDP. 9 LF--,,,SIGNS N 24" RCP) ® 0.17% I I �- - - - �-- - - - - - OL B,L,_ - - - p PROP. TYPE C MH, D-4 P-20P. 8" WATER TC=21.20 TC=21.50 TC=20.93 q�'o s TC=21.17� 4 NOTE 4 .o,o. SYLVAN GROVE LANE m 3 TC=20.87 1+00� 2 00 m1 _00 3+00 + o _BAY RIDGE LANE STA. 4+03.00 = 004 to TC=20.87 0 0 0 SYLVAN GROVE LANE CS21.20+50.00 TC=21.5O ( NOTE 4 TC=21.14 0 'R� 25PROP. 191 LF TC=20.94 O- N 8 VC ® 0.33% T PROP. 68 LF N 8" PVC ® 0.33% ' PROP. TYPE C MH, F-4 5 15' !.E. PROP. STA-=1 �- RIM=2 =0+78.80, 45.33' =21.43' 11.41' NW, 8" PVC 11.41' S, 8" PVC 4 rmur. awiv. mn, o-,+ PROP. STOP SIGN (Rl-lA)-r STA=3+04.84, 21.00' R W/ STREET NAME SIGNS RIM=21.06' SANITARY/WATER CROSSING FL=12.18' N, 8" PVC . MH, B-5 " CENTER ONE FULL JOINT FL=12.18 S. 20,3,3' 25' B_L. - - _ EACH WAY 4. 8" PVC - - - - - - - -PROP. 243 LF� E, 8" PVC N 24" RCP ® 0.17% 01 3 2 1 !- I SYLVAN GROVE LAND 113 E CROSSING- DRIVE I EE SHEET 1 29 TC=fO.50 I PROP. TYPE BB -INLET, 1-9 A TC 20.52 1 o I+ I I ENOENOTEI 3 TC 20.50 SYLVAN GROVE LANE STA. 3+40.00 = BAYSIDE I OSSING DRIVE STA. 3+43.34 1 30 TC=20.60 310 /-NOTE 3 4 I� I� 31 'PROP. 58 LF N 8" PVC ® 0.33% ' + 0 0- I I a, d 00 28' B-B 2 50' ROW I ( II 'SIDE CROS INd DRIVE SEE SHEET 12 N O N + 00 O m O M 1- O O d f- ta- O �. 17f cG o+ �. O i ' co F +� + Q� ly +� +v Nv J + v oiQ- � iM aoto 't ta O U InN Oo N i-N NO cn . cn I) U N UU a� 5 II 5N aU at) �V U of II F- TC 0 0.30% LT&RT TC ®-0.6 % LT E ISTNG©q TC®-6. R T C 0.70% (LT) T 1.347, (RT) TC ®-1 00% (LTA RT 4' MIN 12" MIN. PROP. 8" WATER PROP. 12" WATER PROP. 8" WATER _ "LEAD[ 8" 3 as " C P:�� N 00 lI r- > LO U `t MO 0 U U » N m I = m G`a ji mM as a0 _ 3 = m00 = N ppm �N oD00 0 U U 3 si" _ Z pW Z' in Z N' Z fn Z (n d' 26 00 OD Z Q y- et :- :- a iA iA + cn iJ m a i ro OW n a.rn ~ iJ a a a o. n. fn W 1+00 KA! Q11 im 16 14 im im 1*1 32 BENCH MARK REFERENCE BENCHMARK: FLOODPLAIN REFERENCE MARK No. 010305 IS A BRASS DISC STAMPED "RM 610305" LOCATED ±600 FEET NORTH OF THE INTERSECTION OF SPENCER HIGHWAY ON SENS ROAD, IN MEDIAN LOCATED AT THE WEST ENTRANCE OF DU PONT LAPORTE CREDIT UNION IN KEY MAP No. 539-Z, THE CLEAR CREEK WATERSHED. ELEVATION= 23.12' NAVD 1988, 2001 ADJ. 0 20' 40' SCALE: 1"= 20' NOTE: 1. ALL TOP OF CURB ELEVATIONS SHOWN IN PLAN AND IN PROFILE ARE BASED OFF OF A 4" x 12" CURB. 2. ALL TOP OF CURB ELEVATIONS SHOWN FOR INLETS IN PLAN AND IN PROFILE ARE SHOWN FOR 6" CURB. DO NOT ADJUST. 3. WHEEL CHAIR RAMP DETAIL SHOWN ON SHEET 22 4. PROPOSED 10' CURB TRANSITION (TYP.) 5. STREET SIGN DETAILS SHOWN ON SHEET 22 APP.I REVISIONS I DATE 1 % *�I .*..:.......................:..* lo ALBERT A. SYZDEK, JR.j '�.......102423... i ,4 4I�;SONA no Mmm CobbFendley Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713.462.3242 1 fax 713.462.3262 www.cobbfendley.com JOB No:1310-004-00 DWG No: CITY OF LA PORTE BAYSIDE CROSSING SYLVAN GROVE LANE PLAN & PROFILE STA. 0+00 TO STA 3+90 SUBMITTED: DESIGNED BY: TDB SCALE:1"=20'H 1"=2'V DRAWN BY: TDB DATE: JULY 2014 SHEET No.: 17 OF 39 SURVEY BY:CobbFendiey DWG. NO: BENCH MARK PROP. 43 LF POP. SAN. MH, B— / \ N NN ' N REFERENCE BENCHMARK: " / FLOODPLAIN REFERENCE MARK No. 010305 IS N� 8 O� - \ /� S \ \ ,�O PROP. 162 LF �J` OCA ED t6 0 FEET NORTH OF OTHE " \ C' INERSECTION OF SPENCER HIGHWAY ON \ / \ \ \ c1 �// SENS ROAD, IN MEDIAN LOCAED AT THE / \ / /�� WEST ENTRANCE OF DU PONT LAPORTE \ \ \ /O \ c� c1 CREDIT UNION IN KEY MAP TERSHED. No. 539-Z, THE ' 4 'N 'Mb ib \/ 'P v v ELEVATION=CLEAR EK 23.12' NAVD 1988, 2001 ADJ. 6, 48 O� N 8" PVC ® 0.33% / BAY RIDGE LANE STA. 4+03.00 = A\ \ / ���,.� \ �x SANITARY SEWER STA. 0+43.94 G N , \ / 7 X >� Od, O ° / \ 6 �\ \ ROP. SOD / 9 A SO •O�\ �e ,�a 00 / BAY RIDGE LANE STA. 4+03.00 = PROP. SAN. MH, B-9 / / \ SYLVAN GROVE LANE STA. 0+50.00 (AS REQUESTED BY \CITY) TA=2+54.13, 0.00' ° RIM=19.89' / / \q ° ` \ \ L=10.62' NW, 8" PV / � / ° FL=10.62' S, 8" PVC / ^ / 0 00 +0'0 PROP. 159 LF C2* — - 8" PVC ® 0.33% \ / �� A x 1 \ / / PROP. 256 LF 30" RCP ® 0.13% o0 O \ \N / 2,° \ // \ /Z) / • RIM=20.9789. 0.00' / / \ %kx \ / / ° ,� .� FL=11.19' O \ / / PRO . SA . M B-10 FL=11.15' W, 8" PVC w' / 8" PROP. 0. LF \ / / OP. E BB-INLET, 1-4 � ' PVC ® 0.33% \ \ STA=3+35.73, 0.00' O ' FL=11.15' SE, 8" PVC______- -- - - -/ / IM=20.31' 0 20' ao O PROP. 37 LF a 60 — 8" PVC O 0.33% \ FL=10.35' N, 8" PVC QROR- / \ / FL=10.35' E, 8" PVC SCALE:1 =20' PROP. TYPE BBINLET, I-3 / / NOTE: \ / 1. ALL TOP OF CURB ELEVATIONS SHOWN 6" SDR 26 PVC / IN OF A PLAN XND "IN 12 CURPROFILE ARE BASED OFF i SHORT SANITARY LEAD (TYP.) 0P. TYPE C MHO F-3 O . SAN. M B- 1 / 2. ALL TOP O FOR INLETS IN F PLAN AND WTI PROFILE ORE / O , SHOWN FOR 6" CURB. DO NOT ADJUST. .x . Y & PONDA' OUTFALL3. WHEEL CHAIR RAMP DETAIL SHOWN ON OFFSITE SANITARSHEET 22 4. PROPOSED 10' CURB TRANSITION (TYP.) 5. STREET SIGN DETAILS SHOWN ON SHEET 22 24 24 22 22 E AST. NC 1.0% 1 20 - - t - - ___- ___- - - - ___ - - __ _ 20 APP. REVISIONS DATE 18 i 16 * ' .......*,i 16ALBERT A. SYZDEK, JR.> 102423 AA rk \ 14 CobbFendley Texas Registration No. 274 1 2 13430 Northwest Freeway, Suite 1100 0 040 1 2 713:62.3242 1 fax 713 Houston, Texas 7462.3262 0 " w2.3242 bfendley.com " PVC5 0.33% " . JOB No:1310-004-00 DWG No: 0 P 10 of 10 CITY OF LA PORTE I-L=9.98 V) 8 BAYSIDE CROSSING 8 � � vv z 00 » a I 'Oa as mo as I o in m o0 0. o. ° c ro rb 0 00 00 OFFSITE OUTFACE SANITARY AND POND & PROFILE 'A' rLl- . 6 ryz . a M -totSTA. 0+00 TO STA. 4+50+ , ro `° + O r) r7 SUBMITTED: DESIGNED BY: TDB0nJ NOO II 0 0 o II n SCALE: 1"=20'H 1"=2'V DRAWN BY: TDB DATE: JULY 2014SHEET No.: 18 OF 39 >"0 rn � � acn � LLU.. 0+00 1 -1-00 2+00 3+00 4+00 4+50 SURVEY BY:CobbFendley DWG. NO: �p F B NO: 0 0 I 0 0 I 0 (.D z U) 0 ry U BENCH MARK 24 22 m 10 0 PROP. 82 18" BORE & 18" STEEL Ci 1-12"x12"TEE, MJ 2-12" G.V. & BOX —' 10' W.L.E.— — — — — — — — 5�00— — — — — — — — — — — — -0+00- — — — — — — — — — — — �+AA- — - _PROP. 12" WATER _ G 1-12"x16" TS&V Exls . `=A�.1. MH, 1i,4 19.64' FL = 15.8.19; �r;r 1�.. P\/r FL = 1' J3, E. 1 PVC w 8+42 REFERENCE BENCHMARK: FLOODPLAIN REFERENCE MARK No. 010305 IS A BRASS DISC STAMPED "RM 010305" LOCATED ±600 FEET NORTH OF THE INTERSECTION OF SPENCER HIGHWAY ON SENS ROAD, IN MEDIAN LOCATED AT THE WEST ENTRANCE OF DU PONT LAPORTE CREDIT UNION IN KEY MAP No. 539-Z, THE CLEAR CREEK WATERSHED. ELEVATION= 23.12' NAVD 1988, 2001 ADJ. 0 40' 80, SCALE:1" =40' Q I Ln / I I NOTE: 1. ALL TOP OF CURB ELEVATIONS SHOWN IN PLAN AND IN PROFILE ARE BASED OFF OF A 4" x 12" CURB. OFFSITE WATER EXIST. NG EXIST. EXIST. 16" WA 12" SANITARY ER LINE PROP. 12" WATER--,,(APPROX. (APPROX. EXIST. 8'x LOCATION) L ' RCB CATION) � � I r PROP. 18" BORE 18" STEEL 82 LF & JACK CASING Ll 4= STA. PROP. 12" GATE (VALVE OPERATOR EXTENSION 7+14.8 VALVE NEEDED) 12" PROP. 12" PLUG & CLAMP ATER r �� 4+25 n-r-uu /tUU C:SZ�l�J 8+50 24 22 20 14 10 2. ALL TOP OF CURB ELEVATIONS SHOWN FOR INLETS IN PLAN AND IN PROFILE ARE SHOWN FOR 6" CURB. DO NOT ADJUST. 3. WHEEL CHAIR RAMP DETAIL SHOWN ON SHEET 22 4. PROPOSED 10' CURB TRANSITION (TYP.) 5. STREET SIGN DETAILS SHOWN ON SHEET 22 6. ALL WATER & SEWER LINE'S INSIDE CASING WILL HAVE CERTA-LOK RESTRAINED JOINTS OR APPROVED EQUAL. I APP. I REVISIONS I DATE tS�P.� °F rFkgs��, i*: :* %ALBERT A. SYZDEK. JR.f o: 702423 0:.�%ENSE� a CobbFendley Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713.462.3242 I fax 713.462.3262 www.cobbfendley.com JOB No:1310-004-00 DWG No: CITY OF LA PORTE BAYSIDE CROSSING OFFSITE WATERLINE PLAN & PROFILE STA. 4+25 TO STA. 8+50 6 STA. 4+25 TO STA. 8+50 SUBMITTED: IDESIGNED BY: TDB SCALE: 1'"=20'H 1"=2'V DRAWN BY: TDB DATE: JULY 2014 SHEET No.: 20 OF 39 SURVEY BY:CobbFendley DWG. NO: 2 a 0 BENCH MARK OI BAYSIDE CROSSING DRIVE REFERENCE BENCHMARK: FLOODPLAIN REFERENCE MARK No. 010305 IS / LOCATED ±6 0 A BRASS DISC STAMPED EET NORTH OF 010305" THE 7 �E S EET 114 I ( INTERSECTION OF SPENCER HIGHWAY ON SENS ROAD, IN MEDIAN LOCATED AT THE 28 B-B - I WEST ENTRANCE OF DU PONT LAPORTE PROP. SAN. MN, A-2 50' ROW = = k / 0 CREDIT UNION IN KEY MAP No. 539—Z, THE .t CLEAR CREEK WATERSHED. O PROP. TYPE BB-INLET, 1-2 I c II LCD ELEVATION= 23.12' NAVD 1988, 2001 ADJ. O STA=0+57.52, 0.00' L PROP. 56 LF mo I-- TC=19.07' (SEE NOTE 2) r 30" RCP ® 0.13% t- � / O OUTFALL A STA. 0+43.52 = i FL=14.43' NW, 24" RCP I I BAYSIDE CROSSING DRIVE STA. 1O+59.79'N... FL=14.43' S, 30" RCP 6 -41 TC=18.93 \ / ' POND ' B' N 6 TC=118.92 - - - - - - io' u.E. - - _ - - 4 - C I SEE SHEET 25 ( - PROP. TYPE C-INLET, 1-1 0+00 11+00 2+0 TC=19.07' (SEE NOTE 2) ' EXIST. RIP/RAP FL=14.48' SE, 24" RCP _ _ _ _ _ _ _ 10' U.E. PROP. TYPE C MH, D-1 ( � I PROP. 30Th'F ( e M 24" RCP 0.17% STA=2+13.RIM=21.0938, 0.00 6" SDR 26 PVC TC=18.92) '��' I FL= ' ' 30" FL=14.23' SHORT SANITARY LEAD (TYP.) N 0 a 14.23 N.SE, 30" RCP o a TC=18.94 I N 5 IN 5 0- °o o: 6" SDR 26 PVC ( 0 20' . 40' i 0 LONG SANITARY LEAD (TYP.) I scare: r =20 I NOTE: O I I I I I 1. ALL TOP OF CURB ELEVATIONS SHOWN BAYS DE CROSS NI D IVE I OFIN PAAN 4" xN D IN NCURBFILE ARE BASED OFF SEE SHEET 14 2. ALL TOP OF CURB ELEVATIONS SHOWN FOR INLETS IN PLAN AND IN PROFILE ARE SHOWN FOR 6" CURB. DO NOT ADJUST. 3. WHEEL O HEET CHAIR RAMP DETAIL SHOWN ON U O FA L A S 22 4. PROPOSED 10' CURB TRANSITION (TYP.) 5. STREET SIGN DETAILS SHOWN ON SHEET 22 22 � ^- FG 21.00 22 v v o I TOB=20. 4 rn 06 20 _ ~ _ _ - - - 20 APP. REVISIONS DATE 18 18 PROP. 56 LF l 30" RCP 0 0.13% * ....... *..,� PRO . 30 LF 12" MIN. PROP. 15 LF �,LBERT , HALBERT A. SYZDEK JR.� 24" CP ® 0.1 30" RCP 0.13% 0, o: 102423 l c °FFS S �� =14.16 1 14 14 TO =14.49 CobbFendley Texas Registration No. 274 12 12 13430 NorthwesHou tont Texas 77040Freeway, te 1100 0 ROP. 12" W TER 713.462.3242 713.462.3262 cobbfendley.com 'd- ROP. 8" SANITA Y JOB No:1310-004-00 DWG No: 0 10 1 10 CITY OF LA FORTE o 8 BAYSIDE CROSSING 8 _ � N I as o o v o z zOZ ' `J` O >� r z z a o M M OUTFALL 'A' PLAN & PROFILE STA. vii 0+00 TO STA. 1 +50 6 •• zvi pr 6 NN "� K1 DESIGNED BY: TDB b i o+ OO> o , : 4 a 11 II r r SUBMITTED: cC II Odd oQ II II O < 11 11 II r r r a N X 11 II it a (n ii e SCALE: 1»=20'H 1"=2'V DRAWN BY:o. TDB DATE: JULY 2014 SHEET No.: 21 OF 39 Q 0+00 1 +00 2+00 3+00 SURVEY BY:CobbFendley DWG. NO: m F B NO: BAYSIDE CROSSING DRIVE SEE SHEET 13 LO 28' B-B 04 tN1 ' rA II 36 50' ROW LLI I ' ROP. TYPE BB -INLET, I-12 I STA=0+54.00, 0.00' M TC=20.15' (SEE NOTE 2) POND A o I FL=15.55' N, 24" RCP 00 FL=15.55' S, 24" RCP SEE SHEET 24 U PROP. TYPE BB -INLET, 1-11 X °' 00 (O STA=0+26.00, 0.57' R Z a I TC=20.15' (SEE NOTE 2) 3 PROP. TYPE BB -INLET, D-5 FL=15.60' S. 24" RCP a STA=0+62.95, 0.00' L .- , TC=21.98 (SEE NOTE 2) FL=15.53' W, 24" RCP 35 m O FL=15.53' N, 24" RCP N TC=20.01 a I FL=15.53' S. 30" RCP TCI 20.01 ROP. 56 LF 6" SDR 26 PVC 30" RCP 0 0.12% SHORT SANITARY LEAD (TYP.) 0+00 I 01+50 ' TC=20.02 PROP. 28 LF 34 24" RCP 0 0.17% 1 OUTFALL B STA. 0+40.00 = TC=20.02 BAYSIDE CROSSING DRIVE STA. 5+48.76 I 1 BAY I If CROSSIN RI SEE SHEET 13 22 20 IN im 14 12 Wom tM* r L• PROP. 9 LF 24" RCP 0 0.23% TOE=15.56 FG 22.19 TOB=2211 00 01 Oj U U F— F PROP. 9 LF 24" RCP 0 0.23% 7/777 PROP. 6 PROP. 28 LF 24" RCP 0 0.1 7 0" RCP 0 .12%=15. TOB=15.5 PROP. 12" ATER PROP. 8" SANII kRI I N U W to I U IL d CL. OfIrLC I— �O JO VO' I'W_ . I pUJN mO �°d a = NN10 O C4 C4 V tr _ O U) 0 to _in z cn to ih 10 to u) u� n O o to 11N� . + O , tr0 t'n In In ao II 11 'n tci ui J a it it � � (L � _J °.J Li U_ U_ cn t- aLn LLLL 0+00 22 WE owe MC'. 1 +50 12 10 i 0 11. SIREEI NNE V. TPLANTING OR OTHER %� NON -WALKING SURFACE ' w t ACCESSIBLE CURB RAMPS AND LANDINGS GENERAL NOTES: 1) The design and construction of all elements of pedestrian facilities shall meet the criteria established in the current edition of the Texas Accessibility Standards (TAS), as prepared and administered by the Texas Department of Licensing and Regulation (TDLR), unless otherwise directed by the Engineer. 2) Pedestrian facilities at signalized intersection shall be in accordance with applicable traffic signal design drawings 3) Adjustment to sidewalks that connect to wheelchair ramps and landings may be necessary to match both the grade and the width of the landing. These adjustments may not be shown on the drawings. When deemed necessary by the Engineer, field adjustment to the sidewalk shall be made as directed by the Engineer and paid for. separately, as directed by the Engineer. 4) All items necessary for the construction of the wheelchair ramps and landings within the "limits of payment" indicated on appropriate wheelchair ramp details and design drawings (i.e., saw cut of pavement. removal of material, excavation, disposal of materials, etc.) shall be considered incidental to the cost of the wheelchair ramp for projects that are designed and/or constructed using Harris County resources. 5) Flatter slopes that will still drain properly may be used where appropriate, subject to the requirement of notes 7, 8, and 9. 6) Romps and landings with drop—offs greater that 6 inches in height shall have curb, railings, or projecting surfaces. Refer to Texas Accessibility Standards (TAS) and the Engineer. 7) All slopes shown are maximum allowable.,The cross slope of an accessible route and/or landing must not exceed 1:50 (2%). Any part of the accessible route with a slope greater than 1:20 (5%) shall be considered a ramp. 8) If a ramp has a rise greater that 6 inches, or a horizontal projection greater that 72 inches, then it shall have handrails on both sides. The only exceptions shall be at curb ramps. Handrails are not required on curb romps. 9) Ramp length of grade of approach sidewalk are subject to adjustment in the field by the Engineer. 10) The maximum allowable cross slope on a sidewalk shall be 27. 11) The minimum thickness for curb ramps shall be 4J inches. 12) Curb ramps with return curb may be used only where pedestrians would not normally walk across the romp. Otherwise, flared sides shall be provided. 13) Curb ramps at marked crossings shall be wholly contained within the markings. Flared sides associated with curb ramps are excluded from this requirement. 14) A smooth transition, in accordance with appropriate construction details or as directed by the Engineer, and shall be provided where curb ramps connect to adjacent roadway. 15) Maneuvering spaces at the bottom of the curb ramps shall be a minimum 4 foot X 4 foot clear area, shall be wholly contained within the crosswalk outside of the parallel vehicular travel path. 16) A minimum width of 36 inches shall be provided landings around obstructions (i.e., sign supports, signal supports, poles, etc.) located to adjacent to the pedestrian route. 17) Minimum sidewalk widths of 4 feet in width shall be provided unless otherwise directed by the Engineer. 18) Crosswalks will not be required at unsignalized intersections, unless directed by the engineer. 19) Detectable warning are placed where a pedestrian access route enters the roadway, crosswalk, or other vehicular area. Reference Accessible Ramp Construction Detail. 20) Minimum 32 inches of clearance is required for obstruction less than 24 inches in length, and a minimum 36 inches of clearance is required for obstructions greater than or equal to 24 inches in length. TRAFFIC SIGN Rt-1 NOTES: 1. ALL STOP SIGNS SHALL BE SIZED AND PLACED AS SHOWN ON PLANS. 2. STREET NAME SIGNS TO BE INSTALLEDAT INTERSECTION OFALL STREETS. .VANIZED POST SIGN POST TO BE ENCASED NTH CLASS •C°CONCRETE (NO EXTRA PAY). 12"0 MIN. TYPICAL SIGN MOUNT DETAIL N.T.S. I� 90' CROSS :PIECE SIGN BRACKET r U 1.,.. H°L£.. O SQUARE POST SIGN` BRACKET DETAILS STREET SIGN DETAIL DETECTABLE WARNINGS GENERAL NOTES: 1) The use of concrete paver units are required for use in Harris County. Alternative detectable warnings that complies with TAS and TDLR guidelines may be submitted for consideration to Harris County prior to the final approval of design drawings. 2) Concrete paver units shall meet all requirements of ASTM c-936, C-33, and shall be laid in a two by two unit basket weave pattern, unless shown in the plans. 3) Concrete paver units shall be brick red and have a truncated dome top surface for detectable warning to pedestrians. 4) Concrete paver units shall be saw cut only and any cut unit shall be not less than 25 percent of a full unit. 5) Detectable Warning shall be a minimum of 24" in depth (in the direction of pedestrian travel), and extend the full width of the ramp. (Refer to TAS and TDLR guidelines) TRUNCATED DOME PATTERN: 2.375 -� �-ia�z�✓i SECTION O O O O �o.W 4" O O O O2.35" 0.825" PLAN VIEW Concrete paver with truncated dome surface LOSIGN LOWER CLASSIFICATION STREET SEE 90' CROSS PIECEBRACKET DETAIL BENCH MARK REFERENCE BENCHMARK: FLOODPLAIN REFERENCE MARK No. 010305 IS A BRASS DISC STAMPED "RM 010305" LOCATED ±600 FEET NORTH OF THE INTERSECTION OF SPENCER HIGHWAY ON SENS ROAD, IN MEDIAN LOCATED AT THE WEST ENTRANCE OF DU PONT LAPORTE CREDIT UNION IN KEY MAP No. 539—Z, THE CLEAR CREEK WATERSHED. ELEVATION= 23.12' NAVD 1988, 2001 ADJ. 0 20' 40' SCALE: 1" = 20' NOTE: 1. ALL TOP OF CURB ELEVATIONS SHOWN IN PLAN AND IN PROFILE ARE BASED OFF OF A 4" x 12" CURB. 2. ALL TOP OF CURB ELEVATIONS SHOWN FOR INLETS IN PLAN AND IN PROFILE ARE SHOWN FOR 6" CURB. DO NOT ADJUST. 3. WHEEL CHAIR RAMP DETAIL SHOWN ON SHEET 22 4. PROPOSED 10' CURB TRANSITION (TYP.) 5. STREET SIGN DETAILS SHOWN ON SHEET 22 \L' - SEE SQUARE POST CAP BRACKET BRACKET DETAIL. 'INSTALL ON SQUARE POLE. TNT -SIDED D3-SIGN .. HIGHER , CLASSIFICATION STREET APP. REVISIONS DATE ALBERT•A. SY....JR.j i .,... 102423.. 1� O� '�ycENSE� Z /, Fes_ • .... __. ME EWE won IIIIIIIIIIICobbFendley Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713.462.3242 1 fax 713.462.3262 www.cobbfendley.com JOB No:1310-004-00 DWG No: t c CITY OF LA PORTE ` BAYSIDE CROSSING OUTFALL 'B' PLAN & PROFILE STA. i 0+00 TO STA. 1+50 ( SUBMITTED: DESIGNED BY: TDB t ���� c SCALE:1"=20'H 1"-2'V DIRAWN BY: TDB DATE: JULY 2014 SWEET No.: 22 OF 39 SURVEY BY:CobbFendley DWG. NO: F B NO: D D I D D 0 Z BENCH MARK REFERENCE BENCHMARK: FLOODPLAIN REFERENCE MARK No. 010305 IS ROP. SAN. MH, B-5 I 1 \ A BRASS DISC STAMPED "RM 010305" I LOCATED ±600 FEET NORTH OF THE INTERSECTION OF SPENCER HIGHWAY ON SENS ROAD, IN MEDIAN LOCATED AT THE I ' \ CREDIT UNIONWESTENTRAN IN KEY MAP No. 539—Z, THE TC= 1.2 ITE CLEAR CREEK WATERSHED. PROP. SAN. MH B-7 '\ \ \\\ \\\ ELEVATION= 23.12' NAVD 1988, 2001 ADJ. TC=21.20 TC=21.14 1 �- d OUTFALL C STA. 0+30.03 = I N 4 s SYLVAN GROVE LANE STA. 0+58.91 II o PROP. TYPE C MH, F-4 ' POND 'A' \ STA=0+71.43, o.00' 5 \\\SEE SHEET 24 TC=21.17 W W o \ \ RIM=21.12' '4j4 o FL=15.24' W, 30" RCP ' 0R O \FL=15.24' E. 30" RCP PROP" 162 LF X30 CP ® . 3% 00 4 ' +00 2+00 ❑t,°�.°etj° o ° 4+00 — —� — — — — — — — —j �� PROP. 124 LF PROP. 68 LF 1 ° ° oo X30" RCP ® 0.13% / PVC ® 0.33% I 0 20' 40'-" 'R TC=20.16 OUIFALL C STA. 0+56.61 = 6 ' \ / BAY RIDGE LANE STA. 4+32.91 ' SCALE:1"=20' =20' p X \� ' \ NOTE: \ \ PROP. SAN. B-8 ' 1. ALL TOP OF CURB ELEVATIONS SHOWN IN PLAN AND IN PROFILE ARE BASED OFF OF A 4" x 12" CURB. OUTFALL ' C ' 2. ALL TOP OF CURB ELEVATIONS SHOWN O FR INLETS IN PLAN AND IN PROFILE ARE SHOWN FOR 6 CURB. DO NOT ADJUST. 3. WHEEL CHAIR RAMP DETAIL SHOWN ON SHEET 22 4. PROPOSED 10' CURB TRANSITION (TYP.) 5. STREET SIGN DETAILS SHOWN ON 26 26 SHEET 22 II 24 24 FG=22 00 TOB=21.7 22 22 2O - - _ 20 APP. REVISIONS DATE 18 18 PR0" P.RCP 2 LF 0.13% ra 30"ORCP62 F ® 13% 16 16 ALBERT A. SYZDE JR.0 102423 1 ,� .!CENSER• =15.0 14 14 : CobbFendley Texas Registration No. 274 1 2 1 2 13430 Northwest Freeway, Suite 1100 p Houston, Texas 77040 0 713.462.3242 I fax 713.462.3262 ROP. 8" SA . E=11.27 www.cobbfendley.com JOB No:1310-004-00 DWG No: 0 0 10 10 0 CITY OF LA PORTE V) 8 8 BAYSIDE CROSSING Z $ z 0 0: �o o OUTFACE 'C' PLAN & PROFILE STA. co 6 W M . w 0+00 TO STA. 2+50 0 6 }a �N U a o ci . ui DESIGNED BY: TDB 0 < 11 II SUBMITTED: W SCALE: 1"=20'H 1"=2'V DRAWN BY: TDB DATE: JULY 2014 SHEET No.: 23 OF 39 Q 0+00 1 +00 2+00 2+50 SURVEY BY:CobbFendley DWG. NO: m FBNO: L- ROP. 151.77 LF _ - - � - � - � - � � - _ - - I TOB= 21.50 - - - _ _ _ PROP:2449-tF 1 1 Toe= 21.80- - - _ _ - - r24" RCP@0.17% TOB= 21.50 TOE= 15.00 T08= 22.11 PROP. 62 SY MI 18" -RIP/RAP ii NTOE= 15.56 PROP _ PROP. 50 LF PILOT T = 15.56 . 30 LF PILOT CHANNEL ® 0.20% CHANNEL ® 0.20% O _ PROP. 62 SY „I''' SCALE: 1^=2a' TOE= 15.00 I � 18 RIP/RAP {; FL= 15.36 1 ,9 D-5 I TOE= 15.29 I FL= 14.78 FL= 14.97 FL= 15.01 _ - Q T06= 22.11 1 I 1 I PROP. 290 LF PILOT CHANNEL ® 0.20% - -_ - I _ Q O O 1 I 1 PROP. 38 LF PILOT BEGIN PILOT PR P" C 5 7 LF @ 0.1 I CHANNEL ® 0.20% CHANNEL FL= 15.46 PROP. 107 LF PILOT BEGIN PILOT I ; CHANNEL ® 0.20% 1 I N / I CHANNEL FL= 15.36 TOE= 15.54 ITO 22.11 IFL= 15.29 1 TOB= 21.42 I 1NI I FL= 14.68 / _ I ii (- PROP. 35 LF PILOT 0 CHANNEL © 0.20%0.20% BEGIN PILOT I I I / I CHANNEL FL= 15.29 1 I I TOE= 15.53 I 1 FL= 15.22 TOB= 22.11 ITOE= 15.53 I 1 / - 1 . FL= 14.57 PROP. 323 LF PILOT CHANNEL ® 0.20% - -- - _ _ Ij / I - -- TOE= 15.52 1 PROP. 65 LF PILOT - �- - CHANNEL ®10.20% - �- -. --------- I I I ITOE= 15.53 I 1 22.40 1 / I TOE= 15.56 // F,= T08= 22.11\ )TOE= 15.18 TO 14.84 / T08= 21.I 1 / TOE= 14.84 22.30 TOE= 14.84 T08= 22.11 I / D-9 END PILOT TOB= 22.11 - + CHANNEL Ft,= 14.44 � TOB= 21.34 I _T08= 21.72 �,'.... OF r.4sil PROP. 36.94 LF - . _ 30" RCP@0.13% _ _ - .48 LF _ _ _ - - /� 30" RCP 19.91 22.50 ALBERT•A.•SYZDEK: JR.� /� 102423 ; AW ��,F�S�CENSEG� @ OJ %. __ - - - -- w z z z o I ,, . / J tl J o :i CobbFendley LU F— W Texas Registration No. 274 d z O w 13430 Northwest Freeway, Suite 1100 p p f— 0_ Houston, Texas 77040 O 713.462.3242 I fax 713.462.3262 12.0' 12.0' www.cobbfendley.com d 2%p JOB No:1310-004-00 DWG No: O 0.2% MIN. PROP. POND FG PROP. POND FG 48.6' 50.1' 50.1 ' 45.1 '— CITY OF LA PORTE 5' — — — Q CHANNEL FUTURE FG 1 % TOB 1 % E � ft ��, u� r� a ' mute 6" 31 1 � TOB � 1 1L BAYSIDE CROSSING 3 z EXIST. GROUND 3 3 EXIST. 2% PROP. #3 REBAR 5' GROUND t!) �NO PROP. TOE 0.507, MIN y3 0.50% MIN 0.5Q MIN J 0.50% PROP. TOE POND 'A' GRADING LAYOUT ry PROP. PILOT CHANNEL_/ c..) PROP. PILOT CHANNEL SUBMITTED: DESIGNED BY: TDB PILOT CHANNEL DETAIL PILOT CHANNEL SECTION SCALE: =20' DRAWN .: TDB >- SECTION A - A A DATE: JULY 2014 SHEET Noo.: 24 OF 39 N.T.S. SURVEY BY:CobbFendley DWG. NO: m N.T.S. N.T.S. FBNO: -11 2 3 4 5 1 ( 6 7 I 8 9 10 11 12 1 LOT 59 I PROP. 155.86 LF I ( PROP 47 ' ( 1 LF 30" RCP ® 0.13% I I I 1s1£�,' 2 6% D-6 20D.E. PROP. 54.91 LF 1 B 18" RCP @ 0.26% w o - 14' U.E. - - I 14' U.E. L 22.30 . . . . . 21.00 . . 21.26 1.27 `li23.00 D-1 I I _TOB= 21.35 TOB= 20.68 TOB= 20.00 2" BLOW VALVE IOFF PROP. 56.37 LF I PROP. 57 SY 30" RCP ® 0.13% 0 E = 13.50 18 " RIP/RAP TOB= 20.00 IT I - - - - C�TOE= 14.85 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOE= 14.39 I I TOE= 14.85 END PILOT / ICHANNEL rL= 13.44 J50 I TOB= 21.35 BEGIN PILOT oA4'0 I TOE= 1 ICHANNEL IL= 14.16 y936 I I o?oloT ®pry I $ I I TOE= 14.85 BEGIN PILOT FL= 14.53 ICHANNEL G I I PROP. 239 LF PILOT CHANNEL 00.20% PROP. 234 LF PILOT CHANNEL 00.20% / I I FL= 14.05 FL= 13.60 TOE= 13.71 I TOB= I ( 20.00 I TOB= 21.35 L 0 T 59 � LOT 60 I O O TOE= 13.92 I TOE= 14.85 TOB= 21.35 ` Q J G" I TOB= 20.00 II �/��0� \ TOE- 14.39 TOE= 13.92 TOE= 14.85 I i T06= 21.35 \\,-TOB- TOB= 20.00 I I 20.68 B LOT 62 LOT 61 Z ��P�E OFT £xq.P �1 i* . a 1. *I z % ALBERT A. SYZDEK JR.� LEI O...:.....................::...� w w I,A 102423 o�F</cENSEO' ,ly r H Li. >- Lil O Cr �� o � ME CobbFendley 0_ Texas Registration No. 274 0 20' 40' 12% PROP. POND FG a_ - 13430 Northwest Freeway, Suite 1100 SCALE:1 ° = 20' PROP. POND FG 12.0' 12.0' Houston, Texas 77040 713.462.3242 1 fax 713.462.3262 www.cobbfendley.com 0.2% MIN. 2% 2% ► -d � 76.7' 76.4'� JOB No:1310-004-00 DWG No: ��� 1W11st ��, : 6> A= :,� k 5' - -ar�iY CHANNELt, a1 m4�m PROP. #3 REBAR 5' FUTURE FG _ 1% TOB 1% - CITY OF LA PORTE @ 15" 0. C. - E. W. -� - 13 31 1 -- TOB 1 2% EXIST. GROUND 3 3 EXIST. BAYSIDE CROSSING PILOT CHANNEL SECTION PROP. TOE 050 MN 0,5MIN PROP. GROUND TOE N.T.S. PROP. PILOT CHANNEL POND 'B' GRADING LAYOUT PILOT CHANNEL DETAIL SUBMITTED: DESIGNED BY: TDB N.T.S. SCALE: 1 "=20' DRAWN BY: TDB DATE: JULY 2014 SHEET No.: 25 OF 39 SURVEY BY:CobbFendley DWG. NO: F B NO: cn ry I & PROFILE DRAWING FOR R.O.W. DIMENSION REFERENCE PLAN & PROFILE DRAWING FOR R.O.W. DIMENSION 28'-0" RESIDENTIAL 1 41'-0" COMMERCIAL i TOOL JOINT OR SAWCUT 1'-0" CONSTRUCTION JOINT SEAL OR KEYED CONSTRUCTION JOINT rD rr •, : r''` ��j,.. • g + .•. ': i'. ..^1•�.►— :. --Mom...-..-•'Vy�• r'• 1. STABILIZED SUBGRADE R CONCRETE PA VEMEN T CURB tic GU TTER SECTION NOTE: PAVEMENT SECTIONS TO BE PARABOLIC CROWN IS AN ACCEPTABLE OPTION LOCATED IN CENTER OF R—O—W NT.S REFERENCE PLAN & PROFILE DRAWING FOR R.O.W. DIMENSION Z JC Ci 1-1/2" (MIN.) HOT MIX —HOT LAID ASPHALTIC CONCRETE OR EQUIVALENT 7 28'-0" MINIMUM / PROFILE GRADE 24 W 8" SEMI —RIGID BASE (MIN.) STABILIZED SUBGRADE SEMI —RIGID BASE PA VEMEN T CURB & GUTTER SECTION N.T.S REFERENCE PLAN & PROFILE DRAWING FOR R.O.W. DIMENSION —0" B/B VARIES 25'-0" PROFILE GRADE 12" 6" 6" 12" 1 ELEVATION 1�I 4"x12" CURB 6., STD. SAWCUT OR SAWCUT OR 3 B Fr. 3 a" Fr DEFORMED 318`:FT.(MIN, DEFORMED la 2 _____-� I 1/4'.FT F [__:__ CURB METAL STRIP 1� METAL STRIP 1/4`:Fr. W . • i•' . 0C OIL _�'7 R PAVEMENT THICKNESS V-0" TYP. STABILIZED SUBGRADE * ( BOTH SIDES) STABILIZED SUBGRADE * (BOTH SIDES) TYPICAL SEC TIONS FOR COMBINATION CURB FOR DIVIDED RESIDENTIAL STREETS N.T.S STABILIZED SUBGRADE REFER TO REGULATIONS OF HARRIS COUNTY TEXAS FOR THE APPROVAL AND ACCEPTANCE OF INFRASTRUCTURE FOR SUBGRADE REQUIREMENTS VARIES VARIES 3'-0" VARIES 6'-0" 22'-0" MINIMUM 6'-01, VARIES 3'-011 1-1/2" HOT MIX —HOT LAID ASPHALTIC CONCRETE (MIN.) PROFILE GRADE 8" FLEXIBLE BASE (MIN.) 3Mgk FLEXIBLE BASE PA VEMENT STABILIZED SUBGRADE DITCH SECTION N. TS REFERENCE PLAN & PROFILE DRAWING FOR R.O.W. DIMENSION t = THICKNESS OF CONCRETE PAVEMENT REFER TO REGULATIONS OF HARRIS COUNTY TEXAS FOR THE APPROVAL AND ACCEPTANCE OFINFRASTRUCTURE VARIES VARIES 3'-0" VARIES 6'-0" 22'-0" MINIMUM 6'-0' VARIES CONSTRUCTION JOINT SEAL OR KEYED PROFILE GRADE CONSTRUCTION JOINT 1'-0" -3/4"� - i/E-4 FT . 1 4':Fi. i 6" i CONCRETE PA VEMEN T R DITCH SECTION STABILIZED SUBGRADE N.T.S 100' MIN. (MAJOR THOROUGHFARES) 9.5' MIN. 25' MIN. 31 MIN. MAJOR THOROUGHFARES 25' MIN. 12' MIN. (DOUBLE ROADWAY ONLY) PROFILE I- is"•_ F?(MiN GRADE SAWCUT OR 3 a":FL 3 8":FT SAWCUT ED DEFORMED 1/�_ METAL STRIP ;' :; METAL STRIP 1/41/4_FT� PAVEMENT THICKNESS STABILIZED SUBGRADE R STABILIZED SUBGRADE * (TYP. BOTH SIDES) TYPICAL SECTIONS FOR MAJOR THOROUGHFARES AND DOUBLE ROADWAYS REFERENCE PLAN & PROFILE DRAWING FOR R.O.W. DIMENSION PAVEMENT THICKNESS REFER TO REGULATIONS OF HARRIS COUNTY, TEXAS FOR THE APPROVAL AND ACCEPTANCE OF INFRASTRUCTURE 28'-0" B B PROFILE GRADE TOOL JOINT OR SAWCUT ELEVATION 12 CONSTRUCTION JOINT SEAL „ 12 OR KEYED CONSTRUCTION JOINT 2) v r •... •.i • • .' •.. arm � t 3' �,.. •. r . t-.� ..�:,�•�.:.': .:. R 12- TYPICAL SECTIONS FOR 4"x12" CURB FOR RESIDENTIAL STREETS STABILIZED SUBGRADE N.T.S STD. 6" CONC. CURB TR ITT N RB W THIN 0" 4 x12" MONOLITHIC AND TRANSITION CURB NOTES: \\ ANS 0 CU I 10 — UNLESS OTHERWISE SHOWN 1. 6-Inch concrete curb to be constructed on all esplanades, Islands and non-resldentlal streets. Residential streets may be constructed with either 6-Inch concrete curb or 4-inch x 12-Inch concrete curb as noted on plans. 2. Transitions from 6-Inch concrete curb to 4-Inch x 12-loch concrete curb to be accomplished within 10 feet, unless otherwise shown. If this 10-foot transition curb Is not poured monolithldy with the pave- ment, then reinforcing steel as shown above In typical detail 4-inch x 12-inch transition curb Is to be Installed. #4 STEEL TO PLACED IF NOT POURED MONOLITHICLY R = TYPE AND SPACING OF REINFORCEMENT REFER TO REGULATIONS OF HARRIS COUNTY TEXAS FOR THE APPROVAL AND ACCEPTANCE OFINFRASTRUCTURE 9.5' MIN. 1'-0" TYP. (BOTH SIDES) 12" I�1-1/2" #4 BAR TYPICAL CURB TRA NSI TION N.T.S v b , 3" 3/4"R TYPICAL DETAIL 4 "x 12" CURB SCALE 1'=1 -O* 12" #4 BAR A' #4 DOWEL BAR CaD 24" C—C '•D , ••' D' `' EMBEDDED 3" AND EPDXIED '. WITH 2" INTO CURB PAVEMENT THICKNESS REFER TO REGULA1ONS OF HARRIS COUNTY, TEXAS FOR THE APPROVAL AND ACCEPTANCE OFINFRASTRUCTURE TYPICAL DETAIL 4 "x 12 " TRANSITION CURB SCALE.• N.T.S. RENSIONS DATE NAME HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT ENGINEERING DIVISION MATCH EXISTING ELEVATION t/2 '• SURFACE y.• ••• :. ..• •• BASE 2"> : ---------- SUB BASE ------ CONCRETE TO ASPHALT STANDARD PAVING HEADEI SCALE. f =1'-0' 1� iW �o •�1 PROP. PAVEMENT I EXIST. PAVEMENT JOINT SEAL 1 4" 1 1/2" t/2 G CONCRETE TO CONCRETE ►:.�llffimlrc.�J�f�r�r.�r�►rr�m.•i (SEE NOTES) 11) Reinforcing centered In proposed pavement, 3" clear at edges. 2Q Saw —cut & remove 2' existing pavement or pavement with curb. Expose and clean existing reinforcing. 3Q 24 bar diameter lop or weld, if directed. 6" 18" 1/2" �•;i „i •• 3 ASPHALT v 1"R ° '.,D'' SURFACE N :. ' "D . • D'." BASE rn '' - MATERIAL 3„ #4 DEFORMED BARS 10" LAPS SOIL SHALL BE COMPACTED #4 DEFORMED BARS 4'-6" LONG, IN ACCORDANCE WITH SPEC— SPACED 5' C—C TO EXTEND IFICATONS PRIOR TO FURTHER 21" INTO BASE ROADWAY CONSTRUCTION. MONOLITHIC CONCRETE CURB & GUTTER DETAIL SCALE 1-1'—Ow 18" 4"x12" CONC. CURB '•' • ; : ` A, ': DEFORMED METAL STRIP CONSTRUCTION JOINT DETAIL EXISTING t/2MATCH TOP OF RAIL ELEVATION PAVVEMENT LROAD #4 BARS d .� ...'�'. ..7• ---- -- ... d -.:.Q •. io ip� 2 —#4 BARS 6" V-2" ® 18" C—C, L = 13" RAILROAD HEADER DETAIL SCALE: 1 "_ l -0" 102423 SCALE 1 1/2"=1=0" LOOSE FIT 26 GAGE JOINT SEAL STEEL TUBE OR HARD PLASTIC N SEE NOTE 1 NAIL ...••D•:.. . rD: n ' SMOOTH BAR - 12 SPACING '• •.D • :p..• •v .-•p .a::E NO.TE•,5 .. :• :..• . DEFORMED END EXPANSION 3/4" REDWOOD JOINT PLATE EXPANSION JOINT 18" D 0 WEL TYPE EXPANSION JOINT DETAIL SCALE. NOTES 1. Dowels for pavement expansion pints shall be 3!4' 0 for 6" to less than 7' pavement thickness, 1' 0 for 7 to less than 9' pavement thickness and 1 1/4' 0 for 9' or greater pavement thickness. 2. Expansion pint shall be placed at the end of each curb return and at maximum 80 spacing (See plans). J. Ali pint seal material shall be asphalt rubber in accordance with AS7M designation D3405. 4. if deformed metal strips are allowed, they shall be staked In place with bars 5. pre-manu actured Joint plate. PROJECT MLE: DRAM BY: SHEET DESMIP11ON: JOB NO: C.C. SUBDIVISION STANDARD Y. (M•D BFlaPAVING DETAILS S�1 SCALE: nil NO: AS SHOWN 15 NOVEMBER 2005 DALE: APPROVED BY: BHT NO: AM NOV 2005 JOHN R. BLOUNT P.E. 26 / BACKFILL W/ IN —SITU MATERIAL COMPACTED TO 95% OF STANDARD PROCTOR DENSITY PAVEMENT AND SUBGRADE ROADWAY 6"—I PAVEMENT AND SUBGRADE BACKFILL W/ IN —SITU MATERIAL COMPACTED TO 95% OF STANDARD PROCTOR DENSITY BACKFILL W/ IN —SITU MATERIAL COMPACTED TO 90% OF STANDARD PROCTOR DENSITY i— NO ROADWAY n _t; e. 12" WIDE "SEALWRAP" OR APPROVED EQUAL AT EACH JOINT ALL AROUND PRECAST N.T.S. BACKFILL W/ IN —SITU MATERIAL COMPACTED TO 90% OF STANDARD PROCTOR DENSITY �— NO ROADWAY i:. •T 1'—O" FOR I.D. 24" OR LESS I.D. 1'-6" FOR I.D. 30"-36" 2'-0" FOR I.D. 42" OR GREATER av- 6" N.T.S. ROADWAY PAVEMENT AND SUBGRADE BACKFILL W/ IN —SITU MATERIAL COMPACTED TO 0;,:o OF STANDARD PROCTOR DENSITY — LIMITS OF CEMENT STABILIZED SAND BACKFILL BACKFILL W/ IN —SITU MATERIAL COMPACTED TO 90% OF STANDARD PROCTOR DENSITY r NO ROADWAY gN 6.. \ ; 1 1_ 4to. W t6" 6" SEAL SLAB 12" WIDE "SEALWRAP" OR (MAY BE PRECAST APPROVED EQUAL AT REINFORCED CONCRETE) EACH JOINT ALL AROUND PRECAST WITH SEAL SLAB N.T.S. 4-#4 CIRCULAR TIES - #4 BARS ® 12" '— 6" MIN. (TYP.) 6" MIN. (TYP. SECTION EXIST. PIPE 1 /2" MAX. WRAP JOINT WITH 30# x 12" ASPHALT FELT 12" 12" MIN. MIN. 6" MIN. BACKFILL W/ IN —SITU PROP. PIPE ROADWAY MATERIAL COMPACTED ° .� ' ` • ' TO 90% OF STANDARD a PROCTOR DENSITY r ^ d PAVEMENT °• PI . . • •. AND SUBGRADE °' I• I NO ROADWAY A ° BACKFILL W/ IN —SITU I MATERIAL COMPACTED TO 95% OF STANDARD ° I I --I I -III —III ° d 3*000 PSI PRO07OR DEN ;ITY III=III=) I (_) I I- ° I IA. ° CONCRETE _ �j L_ EXIST. PIPE LIMITS OF CEMENT LID " " 6 MIN. 4 #4 STABILIZED SAND BACKFILL :'' '' 1 0 FOR I.D. 24 OR LESS CIRCULAR TIES ' 1'-6" FOR I.D. 30"-36" " #4 BARS ® 12 ;..:. 2'-0" FOR I.D. 42" OR GREATER .:... ELEVATION 4" 6" SEAL SLAB (MAY BE PRECAST REINFORCED CONCRETE) TYPICAL CONCRETE COLLAR 3,000 PSI CONCRETE WITH SEAL SLAB N.T.S. N.T.S. NO. REVISIONS DATE NAME PROJECT TITLE: OF TFpkt HARRIS COUNTY - �.' s / DRAWN BY: *�� .. *�� LMJ HCPID, A&E i*: * STANDARD PUBLIC INFRASTRUCTURE DEPARTMENT(Up OALB...T A.».> ............. CKD BY • HALBERT A:.S.. .... J MA STORM SEWER CONSTRUCTION 11 j % 102423 :'� SCALE: ARCHITECTURE & ENGINEERING DIVISION ENSE°. NONE DETAILS SHEET No: kSZNAL,N i A ""�� 3 1 12 2 7% NOTES--.- 1. UNIT WEIGHT — 470 LBS. (MIN.) 2. MATERIAL — GRAY CAST IRON, ASTM A48,CL35B 3. VULCAN MODEL V-1420 OR APPROVED EQUAL BOTTOM VIEW 12" OF COVER Pmucwc N.T.S. Fouaw F1 ASTM M8 CLM O M MACHINE ' BEARING 7/8" SURFACE OPEN PICKHOLE DETAIL N.T.S. CONCRETE-4000 PSI IN 28 DAYS REINF. 60000 PSI HS 20 LOADING. DESIGN SHALL MEET OR EXCEED ASTM C-478 REQUIREMENTS CONCENTRIC CONE 2'-0 2'-6" OR 3'-0" HEIGHTS —� 5" THK. WALL (1 • 30" OPENING 4 ' p. 48" RISER SECTIONS 1'-0"1 2'-0", 3'-0", OR 4'-0" HEIGHTS 48" INSIDE DIA. INVERT CHANNEL SHAPED W/2,500 PSI CONCRETE PRECAST FLAT BASE CAST IRON RING AND COVER CONC. (3000 PSI) ADJUSTMENT RINGS AS REQUIRED (MAX. 4) rn � w �w N O e •. ` q , of 31 7/8" DIA. 1 1/2 6t2 1/2 TI _ 23" DIA. _ I #5 ® 8" E.W. 2 9 16" NO. 7/16" 32 3/16" DIA. 30" DIA. 40 3/4" DIA. SECTION A -A (FRAME AND COVER) N.T.S. GASKET JOINT PER ASTM C-443 (TYP.) PRECAST SECTIONS PER ASTM C-478 LATEST REVISION USE NON —SHRINK GROUT FOR WATER —TIGHT PIPE CONNECTIONS OPENINGS FOR UP TO 24" PIPE LOCATIONS AS REQUIRED CEMENT STABILIZED SAND WITH PRECAST BASE N.T.S. 4 1/2" NOTES 1. INVERTS SHALL BE SPECIFICALLY SIZED FOR CONNECTING PIPES AND SHALL BE U—SHAPED WITH THE MINIMUM DEPTH EQUAL TO 1/2 OF THE LARGER PIPE DIAMETER. 2. FOR DEPTHS GREATER THAN 15 FEET AND FOR PIPES OTHER THAN PER— PENDICULAR TO MANHOLE WALL, SHOP DRAWINGS WITH MANUFACTURER'S CERTIFICATION SHALL BE SUBMITTED FOR ENGINEER'S APPROVAL. REVISIONS DATE INAME1 / HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT ARCHITECTURE & ENGINEERING DIVISION CONCRETE-4000 PSI IN 28 DAYS REINF. 60000 PSI HS 20 LOADING. DESIGN SHALL MEET OR EXCEED ASTM C-478 REQUIREMENTS CONCENTRIC CONE 2'-011 1 2'-6" OR 3'-0" HEIGHTS 48" RISER SECTIONS 1'-0" THRU 4'-0" HEIGHTS —� 'A'x48" CONCENTRIC TRANSITION SECTIONS 'C' BASE THICKNESS OR AS REQUIRED P.t........................:: i I CI j ALBERT A. SUDEK; R. I a: » 102423...... 02423> > i �\An 30" OPENING a. 48" INSIDE DIAMETER 5" THK WALL (TYP.) 'B' WALL THICKNESS 'A' INSIDE DIAMETER INVERT CHANNEL SHAPED W/2,500 PSI CONCRETE CAST IRON RING AND COVER l— CONC. (3000 PSI) ADJUSTMENT RINGS AS REQUIRED (MAX. 4) �• mat. 44 4' • : 4 ' w sr 12" . u • ► G C .i����GT�l�7 GASKET JOINT PER j ASTM C-443 PRECAST SECTIONS PER ASTM C-478 LATEST REVISION #5 ® 6" EA. WAY 8" MIN. USE NON —SHRINK GROUT FOR WATER —TIGHT PIPE CONNECTIONS • `� �— UF'LNINhS hUK UP TO 42" PIPE LOCATIONS AS REQUIRED (SEE CHART) WITH PRECAST BASE N.T.S. 'D' REBAR EACH WAY NOTES: 1. INVERTS SHALL BE SPECIFICALLY SIZED FOR CONNECTING PIPES AND SHALL BE U—SHAPED WITH THE MINIMUM DEPTH EQUAL TO 1/2 OF THE LARGER PIPE DIAMETER. 2. FOR DEPTHS GREATER THAN 15 FEET AND FOR PIPES OTHER THAN PERPENDICULAR TO MANHOLE WALL, SHOP DRAWINGS WITH MANUFACTURER'S CERTIFICATION SHALL BE SUBMITTED FOR ENGINEERS APPROVAL. PIPE SIZE (MAX.) I.D. 'A' WALL THK. 'B' BASE THK. IV BASE STEEL 'D' 30" 5' 6" 8" #5 @ 8" 42" 6' 7" 8" #5 0 8" 54" 7' 8" 10" #6 ® 12" (2 LAYERS) 60" 8' 9" 10" #6 ® 12" (2 LAYERS) DRAWN BY: LMJ HCPID, A&E STANDARD 17 CK'D BY' MA SHEET DESCRIPTION: PRECAST CONCRETE MANHOLE N.T.S. DETAILS SHEET No: 28hn DAT- .- .-- BACK OF CURB 0 i GUTTER � M lI') ' d M — .A . ° 10" CONCRETES STABILIZED SUBGRADE #4 5'-10" LONG A #4 N 10" LONG ro 6 1 /2" „ 1 1 I I 0 11" C—C�T 1 3/4 I I I I II II il V.. 4 . JA —= la'z �.... ++❖++.....+......., ��+o❖.• ❖..❖.❖.❖.❖o.❖.•o.� s r�i0•'� , iii+i� i o I 1 I I 1 I 3/4" REDWOOD BOARD �1 24" RCP - HALF PLAN SCALE : 1/2"=1'-0" J S i i #5 BARS A HALF HOR. SECT. 3/4" REDWOOD BOARD 3' (TYP') 3'-0 3/4" 3'-0 3/4" r` • d .. v. 4d .d /FT. � ,— — — — — — — _� rn (— — — — — — — — — — — — — — — d °a. —I —--------- v. d ...... d--------t1 F d d PLATE L & FRAME a .: "i" BEAM 2'-6 3/4" I 2'-6 3/4" as GROUT V) ,\\/ ;':.. OPENING \/ 24" RCP 2,500 PSI CONCRETE •t•e V .. Al d �� d ,V. NO. I REVISIONS _ A I UPDATED INFORMATION ADDED 1' I 6'-1 1 /2" HALF FRONT ELEV. SCALE 1,/2"=1'-0" 7DATE NAME /27/12FMA 1' HALF SECT. B-B SCALE : 1 /2"=1'—O" 3/4" REDWOOD BOARD (TYP-) co C4 O #5 X 18" LONG DOWEL BARS (TYP. ON BOTH SIDES) 3' TOP OF CURB GUTTER Qd d d d'. d M. • O' A o no i`-,Q HARRIS COUNTY #5 x 18" LONG DOWEL BARS (TYP. ON BOTH SIDES) LIMITS OF CEMENT STABILIZED SAND BACKFILL SHALL EXTEND TO BOTTOM OF PROPOSED PAVEMENT BACK OF CURB 1 FOR STEEL REINFORCEMENT, SEE CURB BEAM DETAIL (THIS SHEET) CONCRETE B ( NON —SHRINK GROUTING BETWEEN 10" CONCRETE PAVEMENT 1'-6 1/4"� PLATE & CURB BEAM AND TOP OF WALL I" 3/4" REDWOOD BOARD FRAME 67 3/4" Q•. d v d a ,n a d ' d e VARIES a ° d a d . d ". 0 Q Z , z 0"_ d _ s: 77 t• / // NON —SHRINK /\ /\ :'' :. ' .., . •. • '. GROUTING (2" MIN.) ALL AROUND 'v• =t.: •• ,:.. , STABILIZED N SUBGRADE I w 24" RCP CEMENT STABILIZED SAND GENERAL NOTES 1. CAST IRON INLET FRAME w/ EITHER SOLID OR GRATE COVER SHALL BE VULCAN CATALOGUE #V-4243 OR APPROVED EQUAL. 2. FOR INLET LEAD PIPE LOCATIONS, REFER TO PLAN & PROFILE SHEETS. 3. ALL REINFORCING STEEL SHOWN ON THE DRAWING IS FOR CAST —IN —PLACE UNITS ONLY. �"— INLET 11" 11" A d' rm" �Rd d d. .. e d Q d ' `—#4 BARS-1 3'-0 3/4" ALBERT A. SYZI .................... 102423 2,500 PSI '?;''' > CONCRETE '`"' .• r •` N A •;;. `•. ;i 1' 6" ( 2'-6" B SECTION A- A SCALE : 1 /2"=1'—O" 11" 3 3/4" 3 1/4" 1 3/4" 1 /4" 6 1 /: • d .. d d v4 44 \ ., d. ' M d se 4—#4 x 5 —10 LONG M M CURB BEAM SCALE : 1 "=1'—O" 5 3/4" #4 ® 12" E.W. 1 3/4" d M LO tf) M -7—#4 x ( L2 1/4" 1'-3" LONG Oil" C—C 3" 7 #4 x 10" LONG 1'-0 1 /4" 6» ® 11" C—C DRAWN UY: SHEET DESCRIPTION;, » HCPID, A&E LMJ TYPE B—B INLET DETAILS STANDARD J.M. 14 NONE SHEET NO: . 29h 3/4" 3/4" EXPANSION JOINT EXPANSION JOINT w 6" 5'-0" _ 6" MANHOLE COVER & FRAME #4 DOWELS TOP OF CURB (SEE DETAIL) 3'—O" 10'—O" TYPE "C-2A" ® 12" C—C NORMAL GUTTER LINE TOP OF CURB 5 —0 TYPE C-1 Q � B � � 10 10 — . — . — . — . — . — . r c #4 DOWELS ® 12" C-C • — — — . w l-•-• -I• • _.._..-. • . z �.-.._..-.. DEPRESSED 1L(IVAR 2 6" 7" c° J A 3" z I �! PAVEMENT AR BOTTOM OF C C SURFACE � N CURB & GUTTER • • • • • —• • • —6„ MANHOLE • � CUURBOM OF& GUTTER — —' — — — — I Q OR PAVEMENT OR PAVEMENT �N > `o 3" 6 . `V 1'-8" TYPE "C-1" 1 I NORMAL LE GUTTER LINE 6" — — 1'-10" TYPE "C-2" CURB — CUR;, AE 3'-0" 10'-0" TYPE "C-2A" — #4 12" E.W. 3/4" co 5 —0 TYPE C-1 c° EXPANSION JOINT A 5" B 3/4" EXPANSION JOINT 6" DOWELS #4 x 12" (PLAIN REDWOOD) #4 ®12" E.W. (SEE SECTION "B—B") IF DOWELED TOGETHER INLET EXTENSION INLET EXTENSION 3'-0" 2"R 2 3/4" 7" STD. CURB — WALLS SHALL BE — REINFORCED CONCRETE PAVEMENT Co W/ 6" REINFORCED J m NORMAL GUTTER LINE 3/4" EXPANSION JOINT nria :-•O: CONCRETE SLAB TOP 12" 6" 12" 6" 12" SECTION A- A #4 0 12" C—C EACH WAY LIMITS OF CEMENT STABILIZED SAND BACKFILL SHALL EXTEND TO BOTTOM OF PROPOSED PAVEMENT PERMISSABLE CONSTRUCTION IF BUILT OF REINFORCED CONCRETE--� NORMAL 3'-0" GUTTER LINE PAVEMENT F� 3/4" EXPANSION JOINT THIS PORTION OF THE INLET WALL IS OMITTED WHEN <;0 BUILT WITH EXTENSION ;•i. LIMITS OF CEMENT STABILIZED SAND BACKFILL SHALL EXTEND TO BOTTOM OF PROPOSED PAVEMENT- ELEVATION MANHOLE 23 1 2" COVER & FRAME COVER (SEE DETAIL) #4 6„ 4 3 ,. • DOWELS 1 /2 x12 �` ��; (SEE PLAN) (#4 BARS ® 6" C—C t � '' WHEN DOWELED) Lj Lu 1:2 MORTAR FILL in 6"J 1 %" 6It NOTE : TYPE "C-1" INLET WITH ONE EXTENSION (5'-0" LONG) TYPE "C-2" INLET WITH ONE EXTENSION ON EACH SIDE TYPE "C-2A" INLET WITH DOUBLE EXTENSION (10'-0" LONG) FOR TYPE "C-2A" INLETS, PROVIDE A CENTER 6"x6" COLUMN IN THE CURB LINE BETWEEN ALL EXTENSIONS. NO. REVISIONS DATE NAME HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT ARCHITECTURE & ENGINEERING DIVISION 1 INLET DIMENSION CHANGE 9/12/12 FMA 6" #4 ® 12" C—C USE NON —SHRINK GROUT FOR WATER —TIGHT VARIES 6" 12" r PIPE CONNECTIONS M 1" 3/4" MIN. SECTION OF COVET THROUGH RECESS it *.; . 1. *,* LM J ALBERT.A. SYZDEK,. *l J.M. �102423 N.T.S. 3 1 1 2'-10" SECTION C-C 2 /A" 1 I/'1 LEJ 1/2 if x 2-1 /2" RECESS (SEE DETAIL) ROOVES /16"0 x 3/32" DEEP PACED APPROX. /4" TO 1" APART 'E »C" "C—i n, HCPID, A&E STANDARD 16 SHEET NO: 30 PIPE TAPPING SCHEDULE SYMMETRICAL ABOUT HALF SECTION -�—}-0 HALF SECTION UNDER UNDER PAVEMENT I NATURAL GROUND SOD OR SEE (AS REQUIRED) PER CITY OF LA PORTE STANDARD SPECIFICATIONS ("NATURAL GROUND EMBEDMENT MATERIAL PER CITY OF LA PORTE STANDARD SPECIFICATIONS SEE.. .2,a:.;:.i..r.;•: DRY BOTTOM ��/ NOTE, 1. SEE CITY OP LA PORTE STANDARD OETAI. 2 E Mal. FOR MAW 0111METER 15V 1rMWFOR VAIN DL#A&' 31W LOT WATER DISTRIBUTION MAIN BEDDING & BACKFILL FOR OPEN CUT TRENCHES N.T.S. PROPERTY LINE LOT LOT 0 AyL 2PMR•1raLARf prii Irmira9MAtm A •I FITTINGS, VALVES AND PIPE JOINTS SHALL BE SECURED WITH MECHANICAL JOINT RESTRAINTS. THESE RESTRAINTS SHALL BE EBAA IRON 2000 PV FOR FITTINGS AND EBAA IRON SERIES 1500 FOR PIPE JOINTS OR APPROVED EQUAL. WATER DISTRIBUTION NOTES: 1. PRESSURE TEST OF WATER LINES 20" DIAMETER SHALL BE AT 125 PSI FOR A DURATION OF 8 HOURS. PRESSURE TEST OF WATER LINES GREATER THAN 20" SHALL BE AT 150 PSI FOR A DURATION OF 8 HOURS. 2. FIRE HYDRANT THREAD SIZE: PUMPER CONNECTION 4-492 SIZE = 4.492" 3. ALL WATER METER BOXES SHALL BE NOS MODEL NO. D15AM42—DISB OR APPROVED EQUAL.BOX NEEDS TO BE COMPATIBLE TO NEPTUNE PRO —READ.) LOCKING LIDS WILL NOT BE ACCEPTED. 4. PROVIDE "UNI—FLANGE" OR APPROVED EQUAL PIPE RESISTANT AND CASING SYSTEM ON UNDERGROUND PRESSURE PIPE SYSTEMS. 5. ALL WATER TAPS SHOULD BE PLACED IN LINE WITH PROPERTY CORNER OR PLACED HALFWAY BETWEEN THE FRONT LOT CORNERS, OR AT PC OF CURB RETURN IN MULTI —LOT SUBDIVISIONS. WATER MAW SERVICE SDE TYPE AND DIAtu7it aw 1" 14#7 r 4" CAST IRON OR DUCTILE IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 4" ASBE TOS (EXISTING CEMENT WBSS WBSS DSS, WBSS DSS, WBSS 4" PVC (AWWA C900) DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 6" AND 8" CAST IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS OR DUCTILE IRON " AND " ASBESTOS EXISTING CEMENT DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 6" AND 8" CAST IRON OR DUCTILE IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS gAND 8" PVC AWWA C900) DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS CAST IRON OR DUCTILE IRON OR DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 2" ASBESTOS EXISTING) CEMENT DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 2" PVC �AWWA C900) DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 16" AND UP CAST IRON OR DUCTILE IRON DWBSS DWBSS DWBSS DWBSS 6" AND UP ASBESTOS EXISTING) CEMENT DWBSS DWBSS DWBSS DWBSS 16" AND UP PVC (AWWA C900) DWBSS DWBSS DWBSS DWBSS DSS - DUAL STRAP SADDLES WBSS - WIDE BAND STRAP SADDLES DWBSS - DUAL WIDE BAND STRAP SADDLES SI 90- BEND 45- BEND 22} BEND TEE PLUGS E A B A B I A I B A B C D `}"Bo 16" 10" 9" 10" 6- 8" 10" 12" 10" 21" 8" 22" 13" 12" 13" 8" 10" 13" 16" 12" 29" 10" 26" 17" 14" 17" 10" 13" 16" 20" 14" 36" 12" 29" 21" 16" 21" 11" 16" 18" 24" 18" 41" 14" 35" 24" 19" 24" 12" 20" 22" 27" 18" 48" 11 16" 38" 111 27" 21" 27" 12" 24" 24" 30" 20" 54" 24" 48" 40" 30" 40" 20 30" 36" 48" 36" 72" SERVICE TAPS TO BE MADE IN THIS ZONE EXCEPT FOR PVC FASTTAP BLOW -OFF & CHLORINATION TAPS ARE MADE IN VERTICAL POSITION WIDE BAND SINGLE SADDLE OR DUAL SADDLES SERVICE TAPS N.T.S. METERS SEE CITY OF LA PORTE I PAVEMENT STANDARD DETAIL \ _ SIDEWALK -7 1- 1 ►�� ,/� EACBARS WAY® 24" SERVICE LWE MEM PROPERTYLWE SERVICE LINES 4" SEPARATION (MIN.) GENERAL NOTES: I. TWO SERVICE LINES MAY BE INSTALLED IN SAME TRENCH PROVIDING 4" CLEARANCE IS MAINTAINED. 2. MAXIMUM ONE METER PER SERVICE CONNECTION. WATER MAIN SERVICE LINES METERS �1'-0" ,g FINISHED GRADE TAPPING COLLAR OR SADDLE (STAINLESS STEEL) LOT ' LOT ' LOT A�'/— PVC MAIN PROPERTY LINE TYPICAL 3/41) THROUGH 2" SERVICE ARRANGEMENTS N.T.S. 6" x 8" ADAPTER (AS NEEDED) TAPPING SLEEVE & VALVE N.T.S. raw THRUST BLOCKING DETAIL N.T.S. 6"x6" (14w x 14w) WELDED WIRE MESH ADJUSTABLE CAST IRON RISER & VALVE BOX (TYPICAL - NO P.V.C. OR A.C. ALLOWED) '--SEE STD. EXPANSION JOINT DETAIL CAST AROUND TOP OF EACH VALVE BOX A 24"x24"x8" CONCRETE BLOCK ONLY WHEN VALVES ARE LOCATED IN ROADS OR SIDEWALKS NOTE: ALL FLUSHING AND GATE VALVES TO BE A.W.W.A. STANDARD COUNTERCLOCK- WISE OPENING W/RESILIENT SEATS. VALVE BOX SHALL NOT CONTACT GATE VALVE BOX wo VALVE BOX INSTALLATION DETAIL N.T.S. 40114 = _ - 0 � 7•`� r / INITIAL BACKFILL CEMENT-BTABNJ2E0 V12*z12• BPIMQMEBA(WE � NINWWNCHING BEDDING \WAVA\ TYPICAL CROSS-SECTION NOTES: 1, THIS DETAIL MAY BE USED ONLY 3. MAX TRENCH WIDTH SHALL BE NOT FOR DRY STABLE TRENCH CONDITIONS. GREATER THAN MIN TRENCH WIDTH SEE SPECIFICATION FOR REQUIREMENTS PLUS 24 INCHES, UNLESS OTHERWISE IN OTHER CONDITIONS NOTED. 4. MIN. BEDDING DEPTH SHALL BBE 12 INCHES 2. MIN TRENCH WIDTH SHALL BE PIPE DO PLUS AN ALLOWANCE 'A' 5. ALTERNATIVE EMBEDMENT BACKFILL FOR THE NOMINAL PIPE SIZE: MATERIALS FOR FORCE MAINS MAY BE ALLOWED. NOMINAL PIPE SIZE 18' TO 30' 24' OVER 30' 36' 8MMARY SEWER BEDDING AND BACKFLL FOR DRY STABLE TRENCH N.T.B. r-W ti �r � EM � MP.) ii tl Ti��kt • - ,rMIN. � r RESLENT Ea laffrmsum I (TYP•) FOUNDATION PLAN 4%W DIA PRECAST CONCRETE MANHOLE N.T.S. tR 32 FRAME AND CO E SEE CITY OF LA PORTS STANDARD DETAI_ l••v •r a) 8 i� 33 1/4" DIA 32 1/4° DIA (2) 1° (25mm) DIA HANDLING HOLE 1 1 /2" 34 7/16" DIA—=1 42" DIA FRAME SECTION CONFIDENTIAL- This droving Is the property of East Jordan Iran Works. Inc and embodies confidentld Information, &ado secret Information, and/or know how that Is the property of East Jordan Iron Works, Inc.0 Copyright 2006 East ,bNon Iron Worko. Inc V1420-1 Cover �i 0 1 1/4" LETTERS (4) 1" DIA VENT HOLES > (2) OPEN PICKHOLES 2 1/2" 0 9/16" -1 1/4" LETTERS 31 7/8" DIA 1 1 /2" V. 2 1/4° F►--- 23" DIA►i COVER SECTION 800-626-4653 www.ejiw.com MADE IN USA PRODUCT NUMBER 41419012 CATALOG NUMBER V-1419 V-1419 FRAME LOAD RATING HEAVY DUTY COATING UNDIPPED MATERIAL SPECIFICATION COVER - GRAY IRON ASTM A48 CL35B N/A � DESIGNATES MACHINED SURFACE DAL < 4 o e I s ASM A18 Hasa D • � � L li��I�TJI Product Number 41420095 Design Features -Materials Gray Iron (CL358) -Design Load Heavy Duty -Open Area n/a -Coaling Undipped -V DesignateS Machined Surface Certification ASTM A48 -Country of OrigWSA Drawing Revision 10107/2004 Designer. SIBS 09/04/2013 Revised By: DVD Disclaimer Weights(rmJke) dimenebns (Inchesrmm) and dmw+n0s for yaw Ukance. We .1 the Ito modlH rato"whnns pdorno6ce CONFIDENTIAL: INS drawing is the property of U GROUP, Ino, and embodies wnrdwtW infarmadon, O<Mrow MwlMtb XAe Wnppomo aflE.ln GRO P,W. CopyrO102012 E.1 GROUP, Nc AT rights roamed. Contact 800 626 4653 01CO.Com 1. FOR MAIN PIPES FROM STRAIGHT THROUGH TO 45" DEFLECTION SEE TABLES 2 To 5 [ANGLE ACCEPTABLE MAIN PIPE / A FOR EMTPUNFOR MAXIMUM XAYETER PTEL� CONMANHgiS FOR MAIN PIPE WITH 45- TO 90^ DEFLECTION TABLE 1 MAXIMUM NAM PIPE DIAMETER (i D) IN INCHES • ,("ill o®©s 'Illlllllllllw0s NOTES ON USE OF STANDARD DETAIL SAN-015 5 TABLE 3 MINIMUM ANGLE AND INTERSECTING PIPE to SIZES FOR W-0' DIA MANHOLE INTERSECTING PIPE ID SIZES MINIMUM INTERSECTING ANGLE IN DEGREES FOR VARIOUS MAIN PIPE U SIZES W INCHES (INCHES) 8' 1 10' 1 12' 15' 21 2e 27' 30' e 40 42 45 49 51 54 57 61 63 67 70 78 10 1 44 47 50 53 56 59 62 65 69 79 12 1 50 54 56 60 62 Be Be 72 83 15 57 59 62 62 65 68 65 a8 71 74 BSI 71 74 77 93 71 74 77 80 85 7 81 84 85 18 s8 21 84 24 97— 27 3p — — 42 TABLE 4 MINIMUM Met AND INTERSECTING PIPE ro SIZES FOR 7'-0' DIA MANHOLE NOTES TO SPECIPIER T. • ' INDICArrs rNAr A SPECIAL DESIGN OR Mr ARV LARGER WNNOLE SIZE SNAU BE USED. A TABLES a aO 6 pli .r D ON A MAY SEPARATION JUSILLNUR CR8AT8R BETISEN AWN "DIPS OD/2, INTERSECTING PIPES MONO TN8 M"HOLS IN8ID8 IrAU ARM S. PIPS TALL THICHWESS USED IN TABLES a TO 6 ARE Besm ON REP. reE DaslcN ENGINsBR Ator cALCULArz TO SEE IF TIUMNTR TALL PIPES CAN JBar THE SEPARATION CRITERIA TOR ANGLES SNAL,ER THAN TER TABLES ALLOW. 4. LLVITATIONS TO BASS BRICBr ARE BASED ON RESISTING BUOrANr UPLFr FORCES BASED ON WATER Ar GROUND SURFACE AND A SAFETY FACTOR OF 1.20. 5. A SPBCLL DESIGN IS REQUIRED /F YANNOLE ID IS GREATER THAN 8 Fr. INTERSECTING PPE ID SIZES MINIMUM INTERSECTING ANGLE IN DEGREES FOR VARIOUS MAIN PIPE ID SIZES W INCHES (INCHES) 8' 1 10' 12' IV 1 ' 21' 2$ 27' 30' 1 3r 38' 42' 48' 8 35 1 36 39 42 44 47 49 52 54 1 57 59 65 71 10 38 40 43 45 48 50 53 55 59 61 67 73 12 1 43 46 • 48 50 Sa 51 531 38 58 1 53 55 58 _ _ 80 56 58 61 63 66 70 58 at 63 �66 as 72 78 61 64 as 69 71 76 81 86 84 70 76 1S 66 72 T8 18 _ 69 74 81 21 71 77 63 24 74 79 88 27 78 84 90 30 83 80 33 88 35 — — — 42 — — 4a TABLE 2 MINIMUM ANGLE AND INTERSECTING PIPE to SIZES FOR 5'-0' DIA MANHOLE INTERSECTING PIPE U SIZES MINIMUM INTERSECTING ANGLE IN DEGREES FOR VARIOUS MAW PIPE to S12ES IN INCHES (INCHES)e 1 10' 1 12' 15'4465 4' 7' 30' 33' 38' 8 49 So 54 Be 669 73 77 82 86 10 53 57 61 671 76 79 84 88 12 61 • 65 86 a75 770 782 ee 90 8o 83 87 90 - 83 87 00 - - - Be - - - - 16 to - 21 - 24 - 27 - 33 r TABLE 5 1RWIRM "or AND INTFRSECTINC PIPE In SIZES FOR W-0' nIA MANHOLE INTERSECTING PIPE IO SIZES (INCHES) MINIMUM INTERSECTING ANGLE IN DEGREES FOR VARIOUS MAIN PIPE ID SIZES IN INCHES B I 10' I Ir 1 1 Ie* 21' 4' 27' 30' 3r 36' 42" 1 48' S4' 80' 8 30 32 M b 38 41 43 45 47 50 52 58 61 87 74 t0 33 35 39 40 42 44 46 48 51 53 58 63 68 77 12 38 b 42 . 42 44 48 44 47 49 5/ 46 48 51 53 35 49 51 53 SS S7 at 51 53 55 57 59 63 67 53 56 58 60 62 Be 70 74 55 58 66 62 64 s8 72 78 81 60 62 64 67 69 73 77 81 '. 1 as 65 67 70 72 74 78 52 88 I -I 71 70 13 73 81 is 75 83 21 77 85 24 79 89 27 B3 30 87 - 33 - - 36 - - 42 - - 48 54 60 - (INTERRSEMNO PIPE GREATER THAN MAIN PIPE) SANITARY SEWER St-0' TID 8'-0' DIAMETER PRECAST CONCRETE MANHOLE NOTES N.T.S. Rif c'• t c 1 I ( I TYPICAL CROSS as SECTION SANITARY SEWER MANHOLE - TYPICAL CROSS SECTION N.T.S. 1r MIN. CEMENT 111711ABLMEOSAND NOTE: ALL SANITARY SEWER LINES TO BE TESTED IN ACCORDANCE WITH THE CITY OF LA PORTE PUBLIC IMPROVEMENTS CRITERIA MANUAL (PICM) SECTION F. ITEM 4 OF /* ;ALBERT A SYZI 102423 1wI' • FLi REINFORCED FILTER FABRIC BARRIER X_ S �-X GENERAL NOTES: SYMBOL 1. SECURELY FASTEN MESH FENCING TO POSTS WITH STAPLES OR TIE WIRES. 2. SECURELY FASTEN FILTER FABRIC TO MESH FENCING. 3. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 INCHES AT A POST, FOLD TOGETHER, AND ATTACH TO A POST. 4. REMOVE SEDIMENT DEPOSITS WHEN SILT REACHES ONE-THIRD OF THE HEIGHT OF THE FENCE IN DEPTH. CHANNEL FLOWUNE� GEOTEXTILE NOTES: B MIN. AOS SIEVE NO. 120 MIN �� PROJECT FLOWLINE TOE MAX. AOS SIEVE NO. 50 MAX SLOPE F > - >f --< WEIGHT OZ/SY 4 OZ. MIN C B C 12" AIN. _ L GEOTEXTILE IN -CHANNEL FILTER DAM -PLAN - DEPRESS CENTER AREA r -3-'.� 4-..1..3' NOTE 61 • 0 N��,�� VARIES S S PIPE WITH TYPE SEE NOTE A 12" MIN. c3[7��hII1:»l�� t SPECIFY ` L MM L EMBANKMENT 12 L ON PLAN ABOVE GROUND (NP ) CONCRETE OR GRAVEL STORAGE TANK AND FUEL DISPENSER ASSEMBLY ABOVE GROUND TEMP. VEHICLE & TFA EQUIPMENT FUELING AREA WITH TANK SYMBOL GENERAL NOTES: 1. THE SIZE OF TANK FOUNDATION AREA DEPENDS ON THE SIZE OF ABOVE GROUND STORAGE TANK AND DISPENSER ASSEMBLY. 2. PROVIDE A MINIMUM SLOPE OF 2 % TOWARD THE SUMP PIT. 3• INSTALL IMPERMEABLE LINER AS PER MANUFACTURER'S RECOMMENDATIONS. TARP BARRELS SECURE 3 f� 3 1 3 3 1 1< 1 �\\\ IMPERMEABLE LINER SPECIFY ON Y ON PLANS BARREL STORAGE AREA BSA GENERAL NOTES: SYMBOL 1. ALTERNATIVELY, STORE BARRELS IN AN ENCLOSED BUILDING OR SHED. 2. INSTALL IMPERMIABLE LINER AS PER MANUFACTURER'S RECOMMENDATIONS. 60 mil MINIMUM. PROPOSED 3. CONSTRUCT BERMED AREA WITH VOLUME GREATER THAN FL OWLINE EXISTING OR EQUAL TO 110% VOLUME OF BARRELS. PLACE BAGS SNUG ALONG CURB tfFltF.a�fi.'�i1�,i ••1Z!S•7w!? ��1��% Nmw e •Y` p. HEIGHT - 18-24 INCHES. MEASURE VERTICALLY UNLESS SHOWN OTHERWISE ON THE PLANS. FROM EXISTING GROUND TO TOP OF FILTER DAM. b. TOP WIDTH - 2 FEET (MINIMUM) 1. TYPE 2 AND 3 FILTER DAMS: SECURE WITH 20 GAUGE GALVANIZED c. SLOPES - 2:1 (MAXIMUM). WOVEN WIRE MESH WITH 1 INCH DIAMETER HEXAGONAL OPENINGS. 2. TYPE 2 (REINFORCED). 2. GRANULAR FILL: a. HEIGHT - 18-36 INCHES. MEASURE VERTICALLY a. PLACE ON MESH TO HEIGHT AND SLOPES SHOWN ON PLANS FROM EXISTING GROUND TO TOP OF FILTER DAM. OR AS SPECIFIED BY THE ENGINEER. b. TOP WIDTH - 2 FEET (MINIMUM). b. 3-5 INCHES FOR ROCK FILTER DAM TYPES 1,2, AND 4 AND c. SLOPES - 2:1 (MAXIMUM). 4-8 INCHES FOR ROCK FILTER DAM TYPE REFER TO GRANULAR FILL IN SPECIFICATION SECTION NO. 3. TYPE 3 (REINFORCED) 02378-RIPMP AND GRANULAR FILL. a. HEIGHT - 36-48 INCHES. MEASURE VERTICALLY 3. WIRE MESH: FOLD AT UPSTREAM SIDE OVER GRANULAR FILL AND FROM EXISTING GROUND TO TOP OF FILTER DAM. TIGHTLY SECURED TO ITSELF ON THE DOWNSTREAM b. TOP WIDTH - 2 FEET (MINIMUM). SIDE USING WIRE TIES OR HOG RINGS. c. SLOPES - 3:1 (MAXIMUM). 4. IN STREAMS: SECURE OR STAKE MESH TO STREAM BED PRIOR TO 4. TYPE 4 (GABION) AGGREGATE PLACEMENT. a. HEIGHT - 30 INCHES (MINIMUM). MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. 5. SEE SPECIFICATION SECTION NO. 02364-FILTER DAMS. b. TOP WIDTH - 2 FEET (MINIMUM). 6. EMBED ONE FOOT MINIMUM INTO SLOPE AND RAISE ONE FOOT 5. TYPE 5. AS SHOWN ON THE PLANS. HIGHER THAN CENTER OF DEPRESSED AREA AT SLOPE. EXISTING INLET EXISTING CONCRETE CURB AND PAVEMENT INLET PROTECTION BARRIERS IPB-II A.rA Ar ., ,.,, SYMBOL GENERAL NOTES: 1. REMOVE SEDIMENT DEPOSIT WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-THIRD THE HEIGHT OF THE BARRIER. 2. GRAVEL BAGS SHALL NOT BLOCK THROAT OF INLET UNLESS DIRECTD BY ENGINEER. WI ® . . •Les 1111 &qi 101 WOOD OR METAL BEAM EXTENSION OF FABRIC WOOD OR INTO TRENCH CO METAL POST MPACTED WELDED WIRE SOILI Fi nw POST INLET STAGE I OR II •` - FIBER ROLL • • � • � %- % �Ilt�lillllf top 9. s � SECURE WITH FIBER ROLLS GENERAL NOTES: 1. FIBER ROLLS WILL BE UTILIZED ONLY WHEN SITE CONDITIONS DO NOT PERMIT THE USE OF FILTER FABRIC BARRIER, AND AS APPROVED BY THE ENGINEER. N AAIC INLET PROTECTION BARRIERS FPB] FOR STAGE 1 INLETS .SYMBOL. 10 MIL SANDBAG PLASTIC LINING z c it ROCK/AGGREGATE r 8" GEOTEXTILE - SECTION A -A - in, MIN r CONCRETE TRUCK WASHOUT AREA CTiN SYMBOL RIGHT- 50' MIN. 6:1 TYP. EXISTING 6:1 TYP. GROUND 8" MIN. GRADED TO SEPARATION GEOTEXTILE PREVENT RUN-OFF FABRIC FOR FULL WIDTH FROM LEAVING SITE AND LENGTH OF EXIT - PROFILE - COARSE AGGREGATE - 2" TO 5" GRANULAR FILL (BROKEN CONCRETE IS NOT PERMITTEDZi 50'-0"(MIN.) EXISTING' S I PUBLIC GROUND ## r 3t. >f3 ' R-O-W PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY - PLAN STABILIZED CONSTRUCTION ACCESS SC-1 GENERAL NOTES: SYMBOL 1. MINIMUM LENGTH IS AS SHOWN ON CONSTRUCTION DRAWINGS OR 50 FEET, WHICHEVER IS MORE. 2. CONSTRUCT AND MAINTAIN CONSTRUCTION EXIT WITH CONSTANT WIDTH ACROSS ITS LENGTH, INCLUDING ALL POINTS OF INGRESS OR EGRESS. 3. UNLESS SHOWN ON THE CONSTRUCTION DRAWINGS, STABILIZATION FOR OTHER AREAS WILL HAVE THE SAME AGGREGATE THICKNESS AND WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT. 4. WHEN SHOWN ON THE CONSTRUCTION DRAWINGS, WIDEN OR LENGTHEN STABILIZED AREA TO ACCOMMODATE A TRUCK WASHING AREA. PROVIDE OUTLET SEDIMENT TRAP FOR THE TRUCK WASHING AREA. 5. PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL COARSE AGGREGATE TO MAINTAIN THE REQUIRED DEPTH OR WHEN SURFACE BECOMES PACKED WITH MUD. 6. PERIODICALLY TURN AGGREGATE TO EXPOSE A CLEAN DRIVING SURFACE. 7. MINIMUM 14' WIDTH FOR ONE WAY TRAFFIC AND 20' )RANGE SAFETY I WIDTH FOR TWO WAY TRAFFIC. -ENCE ON 3 SIDES 1. POST A SIGN READING "CONCRETE WASHOUT PIT" SANDBAG NEXT TO THE PIT. 0.5 INCH 2. VERBALLY INSTRUCT THE CONCRETE TRUCK LAG SCREW 0 MIL DRIVERS WHERE THE PIT IS AND TO WASH OUT 'LASTIC LINING THEIR TRUCKS IN THE PIT AND NOWHERE ELSE. 3. UPON THE CONCRETE SETTING UP (CURING, DRYING OUT), THE CONCRETE WASTE SHALL 8" THICK BE REMOVED FROM THE PROJECT SITE AND (MIN.) DISPOSED OF PROPERLY BY THE CONTRACTOR. AFTER REMOVAL OF THE CONCRETE WASTE, THE WASH OUT PIT SHALL BE FILLED WITH -,K/AGGREGATE CLEAN FILL MATERIAL AND COMPACTED TO WOOD POST DERLAID WITH IN -SITU CONDITIONS, OR AS DIRECTED BY 3 IN. X 3 IN. )TEXTILE THE PROJECT SPECIFICATIONS. X 8 Ft. 4. CONCRETE WASH OUT PITS SHALL NOT BE LOCATED DIRECTLY ADJACENT TO, NOR AT ANY TIME DRAIN INTO THE STORM SEWER SYSTEM OR ANY OTHER SWALE, DITCH, OR WATERWAY. 5. CONSTRUCT ENTRY ROAD AND BOTTOM OF WASHOUT AREA TO SUPPORT EXPECTED LOADINGS FROM TRUCKS EQUIPMENT. MA 1LE: NONE PLYWOOD 48" X '24" PAINTED WHITE FBLACK LETTERS 4 IN. HEIGHT �ON RET;� ;SHOUT PIT ioi lot i� i� SIGN DETAIL (OR EQUIVALENT) HCPID, A&E STANDARD 30-A SHEET NO: 33 / 39 OPEN SHEETING 3 BRACE STRINGER BRACE X v< IN SEE NOTE 4 STEEL PILING x UPRIGHT EET PI! TRENCH SHORING - MINIMUM REQUIREMENTS (**) SIZE AND SPACING OF MEMBERS UPRIGHTS STRINGERS CROSS BRACESI DEPTH OF TRENCH KIND OR CONDITION OF EARTH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WIDTH OF TRENCH MAXIMUM SPACING MINIMUM MAXIMUM MINIMUM MAXIMUM DIMENSIONS SPACING DIMENSIONS SPACING UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 TO 15 VERTICAL HORIZONTAL FEET FEET FEET FEET FEET FEET TYPE INCHES FEET INCHES FEET INCHES INCHES INCHES INCHES INCHES FEET FEET 5 TO 10 (A) HARD, COMPACT 3x4 OR 2x6 6 2x6 4x4 4x6 6x6 6x8 4 6 (B) LIKELY TO CRACK 3x4 OR 2x6 3 4x6 4 2x6 4x4 4x6 6x6 6x8 4 6 (C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSE 4x6 4 4x4 4x6 6x6 6x8 8x8 4 6 SHEETING (D) HYDROSTATIC PRESSURE 3x4 OR 2x6 CLOSE SHEETING 6x8 4 4x4 4x6 6x6 6x8 8x8 4 6 10 TO 15 (A) HARD, COMPACT 3x4 OR 2x6 4 4x6 4 4x4 4x6 6x6 6x8 8x8 4 6 (B) LIKELY TO CRACK 3x4 OR 2x6 2 4x6 4 4x4 4x6 6x6 6x8 8x8 6 (C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSE 4x6 4 4x6 6x6 6x8 8x8 8x10 4 6 SHEETING (D) HYDROSTATIC PRESSURE 3x6 CLOSE SHEETING 8x10 4 4x6 6x6 6x8 8x8 8x10 4 6 15 TO 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSE SHEETING 442 4 442 6x8 8x8 8x10 IOx10 4 6 OVER 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSE SHEETING 6x8 4 4x12 Bx8 8x10 1Ox10 1Ox12 4 6 1. TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES, SHORING IS NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG AD DETERMINED BY GEOTECHNICAL ENGINEER. WHERE DESIRABLE, STEEL SHEET PILING AND BRACING OG EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD, ( ) DESIGNATION FOR PROPOSAL (BID) PURPOSES ( x w ) FROM OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P. 2, SIZE OF TIMBER MEMBERS ARE ROUGH CUT TIMBER DIMENSIONS (FULL SIZE) TRENCH JACK AND STRINGER * 'RATION AS DETERMINED INTRACTOR'S REGISTERED :SSIONAL ENGINEER MAXIMI ALLOk SLOPE (DETEI BY GE ENGINI TRATION AS RMINED BY RACTOR'S REG. , ENGINEER TRENCH SAFETY SYSTEM DETAILS N.T.S. I' MIN. MINIMUM BENCH MAXIMUM ALLOWABLE WIDTH SLOPE DETERMINED BY GEOTECHNICAI ENGINEER i i i j ,1 /1'16_�_PROJECTED MAXIMUM ALLOWABLE SLOPE DETERMINED BY i GEOTECHNICAL ENGINEER i i i NOTE: CLAYS, SILTS, LOAMS, OR NON -HOMOGENEOUS SOILS REQUIRE SHORING AND BRACING x ALTERNATE SYSTEM 1. TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM, THE REQUIREMENTS OF OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P AND Q. 2.THE CONTRACTOR MAY ELECT TO USE AN ALTERNATE SYSTEM TO THE TIM- BER TRENCH SHORING SHOWN IN THE TABLE. THE ALTERNATE SYSTEM, BE IT A TRENCH BOX, STEEL SHEET PILING, TRENCH JACKS OR A COMBINATION OF THE ABOVE, MUST BE CERTIFIED BY THE CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER THAT IT PROVIDES EQUAL OR GREATER PROTEC- TION THAN THE TIMBER TRENCH SHORING SHOWN ON THIS DETAIL SHEET. 3. CONTRACTOR SHALL PERFORM DAILY TRENCH SAFETY SYSTEM INSPECTIONS TO INSURE THAT THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPRO- PRIATE FOR SPECIFIC SITE CONDITIONS OF THE OPEN TRENCH, INSPEC- TIONS ARE REQUIRED AFTER RAINSTORMS OR ANY CHANGE IN CONDITIONS THAT MAY INCREASE THE POSSIBILITY OF A CAVE-IN OR SLIDE. 4. IN THE EVENT THAT TRENCH UPRIGHTS CAN NOT BE PLACED BELOW TRENCH BOTTOM AS SHOWN ON DETAIL, CONTRACTOR MUST PROVIDE ENGINEER WITH PLANS THAT DEMONSTRATE THAT THE UPRIGHTS WILL BE BRACED AND MAINTAINED IN A VERTICAL POSITION. 5. WHERE THE TRENCH SAFETY SYSTEM CROSSES A UTILITY, THE UTILITY LINE MUST BE ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE. IN ADDITION, IN TRENCHES WITH CLOSED SHEETING, THE UPRIGHTS MUST SURROUND THE UTILITY. OPEN TRENCH SHEETING SPACING MUST BE ADJUSTED AS TO NOT EXCEED THE MAXIMUM ALLOWED SPACING. (NO SEPARATE PAY) 6. TRENCH SHALL BE DRAINED AS REQUIRED SO WORK MAY BE ACCOMPLISHED SAFELY AND EFFICIENTLY. IF NECESSARY, INSTALL ➢EWATERING SYSTEM TO PROVIDE A DRY TRENCH BOTTOM, DELIVER DISCHARGE FROM SYSTEM TO NATURAL DRAINAGE CHANNEL OR TO STORM DRAINS. 7.IN TRENCHES FOUR FOOT DEEP OR MORE, CONTRACTOR TO PROVIDE ADE- QUATE MEANS OF TRENCH EXIT SUCH AS LADDER OR STEPS AND THEY MUST BE LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL TRAVEL. 8.MEASURE 'PERMANENT TIMBER TRENCH SHORING' BY LINEAR FOOT OF TRENCH PROTECTED, PAYMENT IS BY STATED SAME LINEAR FEET OF TRENCH PROTECTED EARTH CONDITIONS NOTED IN THE PROPOSAL (BID). 9.STRINGERS AND BRACES TO BE SECURELY FASTENED, 10. TRENCH SHORING SYSTEM HAS BEEN DESIGNED WITH NO ALLOWANCE FOR LIVE LOAD SURCHARGE. IF LIVE LOAD SURCHARGE IS ANTICIPATED IT SHALL NOT BE PLACED WITHIN 2 FEET OF EDGE OF TRENCH AND CONTRAC- TOR'S REGISTERED PROFESSIONAL ENGINEER SHALL ➢ESIGN TRENCH SHOR- ING SYSTEM TO ACCOMMODATE THE ANTICIPATED LIVE LOAD SURCHARGE, 11.TIMBER SIZES ARE BASED ON STRESSES OF 1650 PSI FOR EXTREME FIBER IN BENDING AND 1450 PSI FOR COMPRESSION PARALLEL WITH GRAIN. 12. EARTH TRENCH CONDITIONS FOR THIS PROJECT ARE ANTICIPATED TO BE AS SHOWN IN THE GEOTECHNICAL REPORT AVAILABLE FROM ENGINEER. 13.TIMBER TRENCH SHORING TABLE SHOWN ON THIS DEATIL SHEET IS GOOD FOR PIPES WITH O.D. OF UP TO 48 INCHES. THE DESIGN ENGINEER SHALL PROVIDE SEPARATE DESIGN FOR PIPE WITH O.D. LARGER THAN 48 INCHES. 16.SLOPES FOR EXCAVATIONS SHALL BE AS FOLLOWS, A) SOLID ROCK, SHALE OR CEMENTED SAND & GRAVELS = 90• B) COMPACTED ANGULAR GRAVELS = 1/2 1 1 C) RECOMMENDED SLOPE FOR AVERAGE SOLIDS = 1 + 1 D) COMPACTED SHARP SAND = 1 1/2 l I E> WELL ROUNDED LOOSE SAND = 2 :1 16. CLAYS, SILTS, LOAMS OR NON -HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. �OF re P�1~•kq . 5: •. j ALBERT A. SYZDEK, JR. A 102423 044S`ONAS 4� NOTES 4.0' 0.16' 0.125' TYP. 4.0' 3.0' 1. SIDEWALK ELEVATIONS AND GRADES ARE TO BE SET SO AS TO ALLOW POSITIVE DRAINAGE FROM THE R.O.W. ACROSS THE SIDEWALK AND TO THE TOP OF THE CURB. CONTRACTOR SHALL PERFORM ALL FILLING DTOHOWNER APING TO ACCOMPLISH POSITIVE DRAINAGE OVER THE TOP OF NECECURB ANO I/4• /FT SLOPE MAXIMUM ADDITIONAL COSTRTHWORK THE ATSSARY d - REDWOOD EXPANSION JOINT (TYPICAL) ° m< Y Y 2. LAP CONT. BARS 30" LONG AT SPLICES 30 X DIAMETER. I'�I I (- I (�I • ° ' I I I(-� I I -I ((-I _____ I I -I I (�) ) �� Y W W • Y Y 3. REINFORCING STEEL SHALL BE NEW BILLET INTERMEDIATE GRADE DEFORMED BARS TO CONFORM TO ASTM _ �I A-615 GRADE 40. u Qa • Y Y Z 4. CONCRETE SHALL BE CURED WITH WATER OR CURING COMPOUND. DOWELS 0a•A Y W W Y Y 5. STRIP VEGETATION AND REMOVE ORGANIC DEBRIS A MINIMUM OF 3'. 00-4' SELECT FILL BEDDING '-Q 3'-6'-�-I (SEE DETAIL) N ° Y Y a Y W \14 6. PREPARE SUBGRADE TO UNIFORM COMPACTION AND GRADE. FILL MATERIAL, IF REQUIRED, SHALL BE W REINFORCED CONCRETE DOWELS a,150 W Y Y W PLACED IN 6' LIFTS MAXIMUM AND COMPACTED TO 95% STANDARD DENSITY AT D H LL %N OF OPTIMUM SUBGRADE SHALL BE UNIFORM AND SHALL NOT EMORE MOISTURE IN ACCORDANCE WITH ASTMELEVATION. #5 SACK/ C.Y. 3000 P.S.I.. 28 DAY -� Y W Y ON98. NOTIFY THAN 0.75'+/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPROVED ROLLER. NOTIFY ENGINEER 25 HOURS PRIOR TO PROOFROLLING. �p� WITH #3 B�RS ®I8� O.GE.W. OR BRICK STYLE W NW W #4 4124' .C.E.W. ya► IMPRINTED ONCRETE ��+ Y Y QY 7. SAND BEDDING SHALL BE CLEAN BANK SAND, FREE OF CLAY OR OTHER DELETERIOUS MATERIALS. AND DYED B RED G Y Y COMPACT TO 95% STANDARD DENSITY AT OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. Y"Y Y Y W 8. CITY OF LA PORTE PLANNING DEP. SHALL BE NOTIFIED 48 HRS. PRIOR TO CONSTRUCTION AT TYP• CROSS-SECTION OF SIDEWALK Y W W OJ JOINT .-. Y Y Y 281-471-5020. Y CONSTRUCTION YPRIOR 9. CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN AREA 48 HOURS NOT TO SCALE 4• W yP (SEE DETAIL)Y R.❑.W. Y Y TO CONSTRUCTION. TELEPHONE NUMBER 713-223-4567. 10, CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CITY OF LA PORTE 8.p W CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER METERS MAY 6'-I]• V W W W BE OBTAINED AT CITY HALL. Y cm W Y 4 11. CONSTRUCTION STAKING SHALL BE THE CITY'S RESPONSIBILITY. (GRASS) W 4 4 4 IF1;12 - 12. EXCESS SOIL FROM PROJECT SHALL BECOME PROPERTY OF CONTRACTOR AND REMOVED FROM THE SITE Y W <f CONIC , \`SD R10.0' ~ �a AND DISPOSED OF. • -� SIDEWALK 13. THE CITY OF LA PORTE SHALL SELECT A GEOTECHNICAL FIRM TO CONDUCT MATERIAL TESTING AND BE PROP. CURB EXPANSION JOINT Y171% DOWELS #4 BAR 24.O.C. Y d S RESPONSIBLE FOR THE COST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COST INCURRED DUE TO FAILED TEST. OR #3 BAR, 18* `.. (• YP-) W W W W W W W W W Y W W W 6' CURB (DIMINISH TO Y W Y Y W Y W Y Y W W Y Y W Y 0' AT C❑NSTRUCTI❑N 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER BARRICADES AND WARNING DEVICES. y W i Y (GRASS) , W W Y W W W W W W • • W W W W W W W W J❑INT) 15. EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 60' OR AS SHOWN ON THE PLANS OR AS Y 4.0' DIRECTED BY THE ENGINEER. EXPANSION JOINTS SHALL BE REQUIRED WHERE ALL SIDEWLAKS INTERSECT WITH EXISTING DRIVES ROADS AND AT SAW CUTS UNLESS OTHERWISE DIRECTED BY THE EXISTING 60 OWNER. 16. FINISHED SURFACE OF WHEEL CHAIR RAMP IS TO BE DYED WITH BURNT RED COLORED DYE STAMPED WITH BRICK STYLE PATTERN AND TO BE ROUGHENED WITH NO LESS THAN A BROOM FINISH TO CONC. CURB PREVENT SUPPING. I • PROP. EXPAjd,^�I JO N !� R OR AS DIRE BY E GI41 VARIES W/RADIUS 17. THE LOCATION Of THE WHEEL CHAIR RAMPS MAY BE SHIFTED FROM THE PROPOSED LOCATION ON THE I�CD 0O TH h. Ak NOT TO SCALE (CURB TAPER & PLANS BY OWNER IN THE OWNER'S OPINION A CHANGE IS NECESSARY. .�• C.�.W. EXPANSION JOINT �t INTO HOMEOWNERS TYPE"B" RAMP SL❑PED SIDEWALK) (TYPJ 18. WHERE CURB IS DESIGNATED TO BE REPLACED ON PLAN DRAWINGS. REMOVE EXISTING CURB FROM THE TOP OF THE EXISTING PAVEMENT. DOWELL AND GROUT EXISTING PAVEMENT. DO NOT BREAK EXISTING CURB BELOW TOP OF PAVEMENT. NOTES: EXPANSION JOINT NOT TO SCALE 19. USED CREOSOTE CROSS -TIE IF REQUIRED SHALL BE IN GOOD CONDITION & HEW IN PLACE WITH A MINIMUM OF TWO #4 REBAR. 1. FINISHED SURFACE OF WHEEL CHAIR RAMP TO BE STAMPED WITH BRICK PATTERN, CONTRACT❑R SHALL MAKE ADJUSTMENTS 20. GRASS -SOD IF REQUIRED SHALL BE SAME AS ADJACENT SOD; WATERING OF SOD SHALL BE RESPONSIBILITY OF THE CONTRACTOR UNTIL OWNER AGREES TART AN ACCEPTABLE ROUTH HAS BEEN 1 I T❑ RAMPS T❑ FIT LOCAL CONDITION. ATTAINED. 2. ALL CUTOUTS MUST HAVE BARRICADES INSTALLED UNTIL 21. WINDSOR BLOCKS - IF REQUIRED SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S EXISTING EXISTING WHEEL CHAIR RAMPS ARE POURED. RECOMENDATION. SIDEWALK 1.83 SIDEWALK 22. ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICLE TRAFFIC IS OBSTRUCTED. 3, CURB RETURN RADII GREATER THAN 23' REQUIRE CURVILINEAR SIDEWALK. 23. ALL EXISTING CONCRETE SHALL BE DRILLED AND FITTED WITH 12" DOWELS OR REBAR WITH PLASTIC SLEEVE OR TAPED SLIP END. 4" TO 6" TO BE EMBEDED IN EXISTING CONCRETE PATH REMAINING 0.16' LE 3/8' BITUMINOUS JOINT SEAR 4, HANDICAPPED RAMPS WILL BE INSTALLED WITH CURB AND GUTTER, EXPOSED TO RECEIVE NEW CONCRETE. DOWELS DO NOT HAVE TO BE TIED TO STEEL IN FORMS. (#3 REBAR AT 18" D.C.) 1 w PROP. EXPANSION JOINT ! SIDEWALK EXIST. CONC. EXIST. CONIC. CK pF I�g2WEL DOWEL FIRM u4.R.TYPE "G" WHEELCHAIR RAMP vAR�amob'�- ITH 4' •, P •' ' N.T.S. RB.O.C. .E.w1. OR s03 is�11.204. .C.L ° KEYED JOI T PROP. SAW CUT . RAD, 3.0' T. i E C. PVM'T FULL DEPTH MIN, CTYPJ �LIN� b i iBT CONSTRUCTION JOINT • • A -•-� 18t-•--18• EXIST. BACK OF CURB NOT TO SCALE �33' • 0.5• .. ° Y y 'IB• 'l Lt ''` t I. Y \ • Y` 6'\ • •• `'Y ` - tY •' PR . EXPANSION JOINT D GY t Y \ Y LY `Y L \. , \Y Y `t ♦Y Y\ yy \ YL •. L,• ~ Y PROP. EXPANSION JOINTS \• Y L LY L\ � • � Y �` tY • • :' '� AT ALL PLACES RAMP ABUTS • , Y \ � Yt` Y, t Y ; ,Y , �,Y EXISTING PAVEMENT OR SIDEWALK PROP. SAW CUT FULL DEPTH A A. y4;R�sMooTH SECTION A -A 1/40 R.(TYP.) �I THIS HALF DRIVEWAY REPLACEMENT DETAIL CONC. THIS SECTION IS TYPICAL OF ALL RAMPS L DOWEL AND AT EXISTING DRIVEWAYS NOT TO SCALE 3/80 BITUMINOUS JOINT SEALER , $• °` •° NOT TO SCALE EXIST. CONIC. EXIST. CONIC. `, ° , . ° ° DOWEL ° ' • 3' (TYP. L ,PEL CONCR *" RISE y CONCRETE L 4� E r < .1/4' a. • EXIST. CONIC. $I3 A� 8' W (TYP'), �4' o� CITY OF LA PORTE DWTJ: JR L ROAD DR1vEwA VY L ,\ Y • . ° • ,° EXPANSION CAP #4 A E•W. DOWEL a MATERIAL R%4D �..�\\\ -•i � .OF TF �0 PLANNING DEPT.ENGINEERING DIV. kgsl*�i, a CK'D: IRS L INU US ❑R PRUEM❑COED BITUMINOUS ' *�cP.•• • 004 W. FAIRMONT PKWY. CONTRACTION JOINT IMPRENATED FELT MATERIAL, :*� LA PORTE. TEXAS, 77571 i........................... '�'•• 281-47OaW APP'D: IRS SECTION A -A NOT TO SCALE EXPANSION JOINT %ALBERT A. SYZDEK: JR.f 281-471�: FAX: ,.a:. 102423 r�� #��'o'••,<i Scale: NOT TO SCALE NOT TO SCALE o;.''�� ��4,1``o`A N.T.S � Date: MONTH, YEAR SIDEWALK DETAILS Project No.: x BENCH MARK ENCASEMENT PIPE, TO BE SOLID WELDED WITH A MIN WALL THICKNESS OF 0.219 INCHES FOR CASING PIPE 8" THROUGH 18" AND A MIN WALL THICKNESS OF 0.250 INCHES FOR CASING PIPE 20" THROUGH 36", CASING PIPE LARGER THAN 36" SHALL HAVE APS OR APPROVED EQUAL CASING SPACERS A WALL THICKNESS SPECIFIED BY THE DESIGNING ENGINEER. (WHERE CATHODIC PROTECTION INSTALLED PER NOTES AND CASING TABLE IS REQUIRED IT SHALL BE THOROUGHLY COATED WITH COAL TAR ENAMEL INSIDE AND OUT.) .—WATER OR WASTEWATER PIPE ON APS OR APPROVED EQUAL END SEAL (TYP BOTH ENDS) INSTALLED PER MANUFACTURES SPECIFICATIONS CERTA—LOK RESTRAINED JOINT AUGER HOLE TO BE NO LARGER THAN 1" GREATER THAN THE OR APPROVED EQUAL OUTSIDE DIA OF CASING PIPE. LONGITUDINAL SECTION NOTES: 1. SPACERS FOR CARRIER PIPE SHALL BE ADVANCE PRODUCTS AND SYSTEMS, INC., STAINLESS STEEL, NEOPRENE OR APPROVED EQUAL AND SHALL BE INSTALLED TO CENTER CARRIER PIPE WITHIN CASING WITH A MAX TOLERANCE OF Y2" BETWEEN RUNNER AND CASING INSIDE AS WELL AS PREVENT THE CARRIER PIPE FROM RESTING ON THE BELLS WITHIN THE CASING. SEE CASING TABLE FOR SPACER DISTANCE AND NUMBER OF SPACERS. 2. CONTRACTOR TO TAKE INTO CONSIDERATION THE SIZE AND LIMITS OF PIPE RESTRAINTS WHEN ORDER AND INSTALLING CASING PIPE TO ALLOW FOR ADEQUATE CLEARANCE. 3• SPACERS TO BE PLACED A MIN OF 1' BACK FROM EACH JOINT THAT FALLS WITHIN CASING, A GREATER SET BACK MAY BE REQUIRED FOR LARGER PIPE. SEE CASING TABLE FOR ADDITIONAL INFO ON SPACING OF SUPPORTS. 4. WHEN INSTALLING GRAVITY PIPE WITH CASING CONTRACTOR SHALL TAKE INTO CONSIDERATION PIPE GRADE SO THAT THE SEWER PIPE MAINTAINS THE PROPER FALL. 5• JOINT RESTRAINTS ARE REQUIRED ON ALL JOINTS THAT FALL UNDER OR WITHIN 10, OF HIGHWAY CROSSINGS REGARDLESS OF PIPE MATERIAL, CASED OR NOT. SEE COLC PIPE RESTRAINT DETAIL. ALTERNATIVE RESTRAINT DEVICES OR PIPE WITH BUILD IN RESTRAINTS (ie..CERTAINTEED) MAY BE SUBMITTED BY DESIGN ENGINEER FOR APPROVAL. SPECIAL NOTE: WHERE OPEN CUT GRAVITY SEWER, HIGHWAY, ROAD AND DITCH CROSSING CONSTRUCTION WILL BE DONE CONTRACTOR MAY USE GRIFFIN-20, AMSTED, H2SEWER SAFE, DUCTILE IRON SEWER PIPE, WITH SEWPER COAT LINING. CASING TABLE NOMINAL PIPE SIZE DIA IN INCHES CASING SIZE INSIDE DIA IN INCHES MAX SKID SUPPORT SPACING IN FEET 4 8-10 4.7 6 10-12 6.3 8 14-16 7.4 10 16-18 8.5 12 18-20 9.6 15 20-22 11.0 18 24-26 12.0 21 28-30 12.0 24 31-33 12.0 27 1 34-36 1 12.0 PIPE CASING DETAIL NTS 4-2013 , ,.,, ,.,- I„ 1360 PVC BELL AND SPIGOT RESTRAINT CROSS SECTION SPECIFICATIONS: RESTRAINT DEVICES FOR P.V.C. (AWWA C-900) AND P.V.C. PRESSURE FITTINGS (AWWA C-907) SHALL CONSIST OF A SPLIT RING INSTALLED ON THE PIPE SPIGOT, CONNECTED TO A SPLIT BACK—UP RING SEATED BEHIND THE FITTING BELL. THE SPLIT RESTRAINT RING SHALL INCORPORATE A SERIES OF MACHINED SERRATIONS (NOT "AS CAST") ON THE INSIDE DIAMETER TO PROVIDE POSITIVE RESTRAINT, EXACT FIT, AND 360' CONTACT AND SUPPORT OF THE PIPE WALL. THE TWO HALVES OF THE SPLIT BACK UP RING SHALL INTER —LOCK WITHOUT THE NEED FOR ADDITIONAL BOLTS AND SHALL FORM A BEVELED LEADING EDGE TO ASSURE EXACT FIT BEHIND THE FITTING BELL. RESTRAINT DEVICES SHALL BE OF DUCTILE IRON, ASTM A536, GRADE 65-45-12 AND CONNECTING BOLTS SHALL BE OF HIGH STRENGTH, LOW ALLOY MATERIAL IN ACCORDANCE WITH ANSI/AWWA C111/21.11 RESTRAINT DEVICES SHALL BE UNI—FLANGE SERIES 1360 OR APPROVED EQUAL. MECHANICAL JOINT RESTRAINT PIPE RESTRAINT DETAIL NTS 4-2012 ""ANT PIPE LL AUGER HOLE NOTE: ALL WATER LINE MAINS IN SIDE LOT EASEMENTS TO HAVE ALL JOINTS RESTRAINED, FROM RIGHT—OF—WAY LINE TO REAR OF LOT/END OF EASEMENT. 1"-2" MAX. GAP MEGA —LUG RESTRAINT FOR MJ FITTINGS r— PRESSURE PIPE SIZE AND LENGTH' L4 - u' AS REQUIRED MIN. 12" LONG HYMAX COUPLING RESTRAINED MECH. JOINT SOLID SLEEVE COUPLING PIPE COUPLING DETAIL NTS 8-2012 3-28 VARIES NOTE: ALL WATER LINES SHALL BE TESTED IN ACCORDANCE WITH THE CITY OF LA PORTE PUBLIC IMPROVEMENTS CRITERIA MANUAL. (PCIM) SECTION 3.02 SUB SECTION B PART 3 & 4 ISOMETRIC TYPE WEIGHT L1 WI 01 G2 K LBS D e-0" 4'-0" 38r 17" 32" 4,206 D-1 1 3'-6" 3'-8" 29F 1S- 30" 4,200 SPECIFICATIONS CONCRETE 'f Close II concrete with of design strength of 4500 PSI ot:28 days. Unit Is of monolithic construction at floor and first stags of wall with sectional riser to required depth. Rated for H-20 Loading. REINFORCEMENT: Grade 60 reinforced with steel rebor to conform to ASTM A615 on required centers or equal. C.I. CASTINGS: Cast Iron frames and grates are manufactured of greyy. coat Iron conforming to ASTM A48-76 Close 30. CAST IN CITY OF HOUSTON FRAME AND GRATE TYPE—D do D-1 CURB INLET MFG: ParkUSA 888-611—PARK WWW.PARK—USA.COM MODEL: COH7D-2 BASIN SECTION (WEIGHT 3,400 lbs.) . THINWALL KNOCKOUTS 6" SECTION p Park 2012 cv#� eee.en1ne7g www.perk-usa.aom u' sga TYPE-D & D-1 GRATE INLET CITY OF HOUSTON - MODEL COHTD-Z NONE DWG: NO. REV. 2072 COHTD-2 A DISCLAIMER: THE USE OF THIS STANDARD IS GOVERNED BY THE "TEXAS ENGINEERING ACT". NO WARRANTY OF ANY KIND IS MADE FOR ANY PURPOSE WHATSOEVER. THE CITY ASSUMES NO RESPONSIBILITY FOR THE CONVERSION OF THIS STANDARD TO OTHER FORMATS OR FOR INCORRECT RESULTS OR DAMAGES RESULTING FROM ITS USE. REFERENCE BENCHMARK: FLOODPLAIN REFERENCE MARK No. 010305 IS A BRASS DISC STAMPED "RM 010305" LOCATED ±600 FEET NORTH OF THE INTERSECTION OF SPENCER HIGHWAY ON SENS ROAD, IN MEDIAN LOCATED AT THE WEST ENTRANCE OF DU PONT LAPORTE CREDIT UNION IN KEY MAP No. 539—Z, THE CLEAR CREEK WATERSHED. ELEVATION= 23.12' NAVD 1988, 2001 ADJ. NOTE: 1. ALL TOP OF CURB ELEVATIONS SHOWN IN PLAN AND IN PROFILE ARE BASED OFF OF A 4" x 12" CURB. 2. ALL TOP OF CURB ELEVATIONS SHOWN FOR INLETS IN PLAN AND IN PROFILE ARE SHOWN FOR 6" CURB. DO NOT ADJUST. 3. WHEEL CHAIR RAMP DETAIL SHOWN ON SHEET 22 4. PROPOSED 10' CURB TRANSITION (TYP.) 5. STREET SIGN DETAILS SHOWN ON SHEET 22 APP. I REVISIONS I DATE � cis. •ryJ;4 *: .........................:. 4LBERT A. SYZDEK, J .............................. 102423 ;< No on CobbFendley Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713.462.3242 I fax 713.462.3262 www.cobbfendley.com JOB No:1310-004-00 DWG No: CITY OF LA PORTE BAYSIDE CROSSING COMBINATION STORM, WATER, & SANITARY DETAILS SUBMITTED: DESIGNED BY: TDB SCALE: N/A DRAWN BY: TDB DATE: JULY 2014 SHEET No.: 36 OF 39 SURVEY BY:CobbFendley DWG. NO: FBNO: Of 0 LLJ 0 �n Q m .� n CW20— 4D ROAD WORK AHEAD I;y►rPzau1 BE PREPARE TO STOP, CW20-71 CW20-7a Channelizing devices separate work area from traveled way MIN TUBULAR MARKERS OR TRAFFIC CONES SPA. @ 25' C—C CW20-7o CW20-4D END ROAD WORK -s- G20-2o Ift ♦ I♦ �O r p c END ROAD WORK G20-2o General Notes 1. ROAD WORK AHEAD Sign may be installed at two or more locations on the approach to the work zone if visibility or the work zone is less than 1500 feet. Floggers should use two—way radios or other method to communicate. 3. Length of work area should be based on the ability of floggers to communicate. 4. Distance along curve or area of obstruction should be long enough to develop enough time for a motorist to identify and react to flogger signals. LEGEND ✓g a �; CONSTRUCTION AREA O OPEN TO TRAFFIC L IU HEAVY WORK VEHICLE 1> FLASHING ARROW BOARD » SIGN POST C'I • TUBULAR MARKERS ,CONES OR DRUMS In I ® 0 0 0 �r N 0 N BE \ PREPARED TO STOP / CW20-7b CW20-1 D 4_0 FLAGGER TRAFFIC NOTES 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES TMUTCD — LATEST EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. NO LANES SHALL BE BLOCKED FROM 7 A. M. TO 9 A. M. AND 4 P. M. TO 6:30 P. M. MONDAY THRU FRIDAY. 3. OFF DUTY POLICE OFFICERS/FLAGGERS ARE REQUIRED TO DIRECT TRAFFIC WHEN LANES ARE BLOCKED. 4. CONTRACTOR SHALL COVER THE EXCAVATION WITH STEEL PLATES ANCHORED PROPERLY DURING NON —WORKING HOURS AND ALLOW NORMAL TRAFFIC FLOW. IF COVERING IS NOT FEASIBLE, USE TRANTEX FIR 336 EFX 36" DELINEATOR OR APPROVED EQUAL WITH SHEETING AND BASE EPDXIED TO PAVEMENT NEXT TO EXCAVATION DURING NON —WORKING HOURS. 5. APPROVED COPIES OF "TRAFFIC CONTROL PLANS" SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. 6. IF THE CONTRACTOR CHOOSES TO USE A DIFFERENT METHOD OF TRAFFIC CONTROL PLAN DURING THE CONSTRUCTION THAN WHAT IS OUTLINED IN THE CONTRACT DRAWINGS,(S)HE SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT ALTERNATE PLANS* TO TRAFFIC SECTION OF HCPID FOR APPROVAL TEN WORKING DAYS PRIOR TO IMPLEMENTATION. *THESE PLANS SHALL BE DRAWN TO SCALE ON REPRODUCIBLE MYLARS AND SEALED BY A LICENSED ENGINEER IN THE STATE OF TEXAS. PLANS WILL BECOME A PART OF THE CONTRACT DRAWINGS. 7. IF THE PROJECT IS WITHIN 400 FEET FROM A SIGNALIZED INTERSECTION, THE CONTRACTOR SHALL CONTACT HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT, SIGNAL DIVISION, AT 713-881-3210 FIVE (5) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. Minor Operation Where One Lane Is Closed With Adequate Field of View NOTE: 1. ALL TOP OF CURB ELEVATIONS SHOWN IN PLAN AND IN PROFILE ARE BASED OFF OF A 4" x 12" CURB. 2. ALL TOP OF CURB ELEVATIONS SHOWN FOR INLETS IN PLAN AND IN PROFILE ARE SHOWN FOR 6" CURB. DO NOT ADJUST. 3. WHEEL CHAIR RAMP DETAIL SHOWN ON SHEET 22 4. PROPOSED 10' CURB TRANSITION (TYP.) 5. STREET SIGN DETAILS SHOWN ON SHEET 22 POSTED SPEED LIMIT: 40 MPH GENERAL NOTES 1. SIDEWALKS SHALL BE PLACED WITHIN THE R.O.W. AT THE TIME OF HOUSE CONSTRUCTION IN ACCORDANCE WITH CITY OF LA PORTE REFERENCE BENCHMARK ORDINANCES AND SPECIFICATIONS. 2. THIS PROPERTY LIES WHOLLY WITHIN THE LA PORTE INDEPENDENT SCHOOL DISTRICT. FLOODPLAIN REFERENCE MARK NUMBER 010305 IS A BRASS DISC STAMPED RM 010305"LOCATED ±600 FEET NORTH 3. ALL DRAINAGE EASEMENTS SHALL BE FOR DRAINAGE ONLY AND UNOBSTRUCTED. OF THE INTERSECTION OF SPENCER HIGHWAY ON SENS ROAD, IN MEDIAN LOCATED AT THE WEST ENTRANCE OF DU PONT LAPORTE CREDIT UNION, IN KEY MAP NO. 539-Z, IN 4. ALL OF THE PROPERTY SUBDIVIDED IN THE FOREGOING PLAT IS WITHIN THE INCORPORATED BOUNDARIES OF THE CITY OF LA PORTE, TEXAS. THE CLEAR CREEK WATERSHED. ELEVATION = 23.12 (FEET) NAVD 1988, 2001 ADJUSTMENT 5. THE HOA WILL MAINTAIN ALL RESTRICTED RESERVES BESIDES RESERVE C, WHICH WILL BE MAINTAINED BY THE CITY. RESERVE C IS HEREBY DEDICATED TO THE CITY OF LA PORTE FOR PUBLIC PARK USE. 6. SIDEWALKS WILL BE REQUIRED IN ACCORDANCE WITH CITY STANDARDS AT THE TIME OFI,DEVELOPMENT. THE DEVELOPER SHALL PLACE SIDEWALKS ACROSS ALL RESTRICTED RESERVES PRIOR TO RECORDATION OF THE PLAT. B N THOSE BUILDABLE LOTS SIDEWALKS WILL BE REQUIRED AT THE TIME OF BUILDING PERMIT FOR EACH INDIVIDUAL LOT AND MUST BE INSTALLED BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 7. ALL COORDINATES SHOWN HEREON ARE GRID COORDINATES BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, SOUTH CENTRAL ZONE. ALL DISTANCES SHOWN HEREON ARE SURFACE HORIZONTAL DISTANCES. MULTIPLY BY A COMBINED SCALE FACTOR OF 0.9998830434 TO OBTAIN GRID DISTANCES. 8. ABSTRACT INFORMATION FOR THE SUBJECT TRACT SHOWN HEREIN IS BASED ON COMMITMENT FOR TITLE INSURANCE G.F. NO. 1033004548 PREPARED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY ISSUED ON JULY 8, 2013. SURVEYOR DID NOT RESEARCH SUBJECT PROPERTY TITLE INFORMATION. t280 to m <oa I Rp PEP R625 LOT 44 p 1 U p V o w o I` c 1\ CALLED LOTS 37 & 44 Z .J 20 1 21 22 23w <c": DAME W. OAN PUf FURLOW WIFE c¢i c5 I VOLUME 3593, PAGE 718 LO 45= H.C.DR. O 1 11EXIST S' FlLL ESMT FILE NO_20t4O297514 N86 41 45 E- - - - 92.08' 0 105.36'- 50.67' 32.8- 5' 17.82' 50_67' S0.6T 50.6T 50.67' 50.67' F o- 18 17 16 15 13 m 10 N F1 14' U.E. O 24�Q N 25 N 26 C4 \'.27 N 28 g 29 co30 23 ?� �Tc ao 2V B, o T4 3L72' S0.67 50.67' 50.67' 50.67' 50.67' BAYSIDE CROSSING DRIVE (PUBLIC 50' R.O.W.) 22 r'n 122.49' 3.6 21 122.69' .J 20I .I 19 61 123.26' o 18 ii 1I I S86'57'5TW 5.4: 122.82, 10�10' 17 � S 980-16'22�W 104.91'r Ld �I 16 uG 84. co O OJ 15 1f-2.15' REMNANTS OF EXISTING- CRETE STRUCTURE (TO BE EMOVED @ CONSTRUCTION) .I FA 6 5 4 14' U.E. LEGEND • = BOUNDARY CORNER " = EASEMENT CORNER B.L. = BUILDING LINE D.E. = DRAINAGE EASEMENT U.E. = UTILITY EASEMENT E.E. = ELECTRICAL EASEMENT S.S.E. = SANITARY SEWER EASEMENT W.L.E. = WATER LINE EASEMENT N.R. = NON -RADIAL W.S.E. = WATER & SANITARY EASEMENT U.V.E. = UNOBSTRUCTED VISIBILITY EASEMENT m = BENCH MARK A PCM#1 = SURVEY CONTROL MONUMENT STREET NAME BREAK O= BLOCK NUMBER I I 1 LOT 42 ( I( RESTRICTED RESERVE "E" CALLE a! LA PORTE MUNICIPAL AIRI D LOTS 39. 40, 41 42 `0.2346 AC LA PORTE INDEPENDENT SCHOOL) DISTRICT / ( H.C.C.F. NO. S583257 _ _EXIST 15' FILL ESMT filE N0. 2D140297515 3"E -- 1329.68' - - - - - - - - - FXISTy_DLL ESMT FlLE NO, 2p140297515 64.26' 51.55' 51.55' 51.55' 51.55' 51.55' 51.55' 51.55' 51.55' 51.55' 51.55' 51.55' 44.87' Li M N N N N O m r d / I t N O n O O 'M O10 2 'ni 0�'0 i$ a _ 31 ^,32 N 33 N 34 ' 35 ' 36 37 z ' 1 o N 2 3 4 N 5 N 6 N 7 N 8 N 9 10 m 11 12 o to 25' B.L. I ' 2W B.L. - 50.67' 50.67' 50.67' 50.67' 50.67' 50.68' 61.32' 51.55' 51.55' 51.55' 51.55' 51.5v 51.55' 51.55' 51.55' 51.55' N86. 57' 57'E - 1419.35' 1_ - BAYSIDE CROSSING DRIVE (PUBLIC 50' R.O.W.) � 308.00' PCM#1 FLOODPLAIN INFORMATION THE PROPERTY SHOWN HEREON (EITHER IN TOTAL OR A PORTION) IS LOCATED IN THE FOLLOWING ZONE(S) BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP No(s). 48201CO945 L, LAST REVISED JUNE 18, 2007: UNSHADED ZONE X - AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ELEVATIONS WERE NOT OBTAINED ON THE SUBJECT TRACT TO DETERMINE THE FLOOD ZONES. DETERMINATION OF THE FLOOD ZONE IS BASED ON THE GRAPHICAL DELINEATION OF THE ZONES AS DEPICTED ON THE FLOOD PLAIN MAPS. IF THIS PROPERTY IS NOT WITHIN AN IDENTIFIED FLOOD HAZARD AREA, THIS INFORMATION DOES NOT IMPLY THAT THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOODPLAIN INFORMATION SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR OR ENGINEER. LOT 43 CALLED LOT 43 & EAST 26' OF LOT 37 JAMES W. FURLOW & WIFE JOAN P. FURLOW H.C.C.F. NO. 20100194467 50.67' 50.68' 48.60' EXIST 15' FILL ESMT FILE N0. 20140297514 J- 14' U.E. - 0�7LL- 192.66' �, 30.15' i I 63.56' 50.00, 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' J 10' B.L c m 1 m M a° a - ---- - - ---- fO � 30.15' �" B.L. i L W I 124.3W I I w w o f I o .N N M7 IJ7 o0 C) G O d M O to 10 m m n n p r r LO LLi RESTRICTED RESERVE C. �, 1 P ui 2 3 , 4 5 I r�l 6 7 'B 8 9 10 io 2 10 0.0208 AC I M M O N I C N N _ _ d N 124.06' W 2 14' U.E. w o I o 80.40' 1 50.00' So.00' 50.00' 50.00' So.00' 50.00' 50.00, 50.00' '3RESTRICTED RESERVE "F" w ( 10 0 0.2503 AC ' S860 58' 35"W ~ 725.27' 123'74' 50' PIPELINE EASEMENT a 0 2 DEFENSE PLANT CORPORATION & Z .° I TEXAS EASTERN Q IN °S i) O I $ I TRANSMISSION CORPORATION EASEMENT `t H.C.C.F. NO. D565301 DETENTION POND EASEMENT J 10 01' RESTRICTED RESERVE "D" VOL. 1273, PG. 287 ' ' � m VOL. 1093, PG. 302 H.C.C.F. N0. 20140082554 to S86 57 57 W 2.3154 AC o o I I �a • 120 97' v �ti�' N VOL. 16113, PG, 697 5.51 I n ` I I H.C.D.R. �01� L2 I 5 LOT 58 I O LOT 59 PCM#3 �i�E. I °° N I I Qh9Go� S83 4,5'5j E 50' to,5,o LU ' y I Lj 25' B.L o .Q� s VIt 4 10.41 N •�- ...� / S• \S� I - o ' LOT 62 W N 14 *V N 13 1 12 N 11 Ln N g Ili g IM 7 ssF \; � 0 `$ P N I i w iv a0 q�.1113.t p J Q O 7f• l� m �IEn 58.77' 50.00' 50.00' S0.00' 50.00' 50.00' 52.85' 14' U.E. 135.44' - - - - -1 S86° 56' 46"W - 916 78' �c 31.50' 50.00' 50.00' 50.00' 50.00' 31.50' - 25' B.L. s'm1 0 0 0 0 o M N� N3 C4 N5 N6mo olo •- , 00 ® 50.00'50.00'- 7' -50.00' U.E. 50.00' 51.50' 51.50' 51.50' 50.00' -50.00'- -50.OW- 7' U.E. 50.00' S1.50' J S m m Io '00 0 N 11 0 10 0 9 0 8 0 7 112 N N 04 N L 50.00' cj 31.50' 50.00' 50.001 50.00' 1 31.50' G1� L1 BAY RIDGE NE (PUBLIC 50' R.O.W.) 5.12' S86' 5 ' 57'W ^ 353.00' - 50' Cg 44 GA' 50.00' 50.00' 50.00' 50.00' 43 15' U.E. _o - 10' WATERLINE EASEMENT H.C.C.F. NO. 20140082556 LOT 65 LINE TABLE LINE # LENGTH DIRECTION L1 7.00 S41' 57' 570W L2 7.00 S48' 02' 03"E 15' SANITARY SEWER EASEMENT H.C.C.F NO. 20140082559 LOT 64 RESTRICTED RESERVE TABLE RESERVE No. Area TYPE/USE A 0.1158 AC LANDSCAPE B 0.1251 AC LANDSCAPE/DRAINAGE C 0.0208 AC PARK D 2.3154 AC DETEN'nONA ANDSCAPE/RECREATION E 0.2346 AC LANDSCAPE/PIPELINE EASEMENT F 0.2503 AC LANDSCAPE/PIPELINE EASEMENT IM N h - a° ' 1 � boo .° 266.7W I 1 1 �I DETENTION POND EASEMENT I I A' H.C.C.F. NO. 20140082554 1 11 LOT 63 80' PIPELINE EASEMENT HUMBLE PIPELINE COMPANY 200 H.C.C.F. N0. D550217; VOL. 1093, PG. 302 I VOL. 2941, PG. 218; VOL. 7527, PG. 283 H.C.D.R. I I I I 80' GULF REFINING COMPANY & GULF OIL CORPORATION H.C.C.F. NO. D597345; VOL.22304,EASEMENT PG. 258H.C.D.R. ' I 80' AMOCO PIPELINE EASEMENT H.C.C.F. NO. D580231 H.C.D.R. I� I v n , 01 I 20' STORM SEWER EASEMENT H.C.C.F. NO. 20140082564 .LOB 15' SANITARY EASEMENT H.C.C.F. NO. 20140 82559 SPENCER HIGHWAY N 25' B.L. 25' 8.L 12.6E .55' BJECT TRACT LOCATION MAP I (N.T.S.) (KEY MAP # 539-Z) 10' UTILITY EASEMENT H.C.C.F. NO. W553150 RESTRICTED RESERVE RESERVE "A" 0.1158 AC m1co o, 2 Q N - - > 0:: Ct8 C17 M O cn 1 e.ee• o U net :nl 11 M 12 15' W.L.E. 14' U.E. _RESTRICTED RESERVE "B" 0.1251 AC C? a 0 CCU V N I N NU)1 N BENCHMARK LOCATION ti N v 0' UTILITY EASEMENT i.C.C.F. NO. W553150 OWNERS: BEAZER HOMES TEXAS, L.P. BY: BEAZER HOMES TEXAS HOLDINGS, INC. LOT 61 /7, ITS GENERAL PARTNER o I BRUCE CRAIG, DIVISION PRESIDENT 10235 WEST LITTLE YORK, SUITE 200 CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD CHORD BEARING C1 38.98' 100.00' 22' 19' 54" 38.73' S75' 48' 00"W C2 38.98' 100.00' 22' 19' 54" 38.73' N75' 48' 00"E C3 109.96' 70.00' 90' 00' 00" 98.99' S41' 57' 570W C4 70.69' 45.00' 90' 00' 00" 63.64' S41' 57' 57"W C5 31.42' 20.00' 90' 00' 00" 28.28' S41' 57' 57"W C6 15.52' 20.00' 44' 28' 27" 15.14' N19' 12' 11"E C7 31.42' 20.00' 90' 00' 00" 28.28' S48' 02' 03"E C8 156.16' 50.00' 178' 56' 530 100.00' S48' 02' 03"E C9 15.52' 20.00' 44' 28' 27" 15.14' S64' 43' 44"W C70 15.52' 20.00' 44' 28' 27" 15.14' N70' 47' 49"W C11 156.16' 50.00' 178' 56' 53" 100.00' N41' 572 57"E C12 15.52' 20.00' 44' 28' 27" 15.14' S25' 16' 16"E C13 31.42' 20.00' 90' 00' 00" 28.28' N41' 57' 57"E C14 31.42' 20.00' 90' 00' 00" 28.28' N48' 02' 03"W C15 31.42' 20.00' 90' 00' 00" 28.28' S41' 57' 57"W C16 38.98' 100.00' 22' 19' 54" 38.73' N81' 52' 06"W C17 38.98' 100.00' 22' 19' 54" 38.73' S81' 52' 06"E % HOUSTON, TEXAS 77040 PHONE: (281) 560-6600 MEN No cobbFendeyl TBPE Firm Registration No. 274 TBPLS Registration No. 100467 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713.462.3242 1 fax 713.462.3262 www.cobbfendley.com CONTACT: ALBERT SYZDEK FINAL PLAT OF BAYSIDE CROSSING A Single -Family Residential Development BEING 17.3705 ACRE TRACT OF LAND OUT OF THE RICHARD PEARSALL SURVEY, ABSTRACT 625 LOCATED IN HARRIS COUNTY, TEXAS 4 BLOCKS, 73 LOTS AND 6 RESTRICTED RESERVES SCALE: 1 " = 60' DATE: JULY, 2014 PAGE 1 OF 2 STATE OF TEXAS COUNTY OF HARRIS WE, BEAZER HOMES TEXAS, L.P.; A DELAWARE LIMITED PARTNERSHIP, BY ITS GENERAL PARTNER, BEAZER HOMES TEXAS HOLDINGS, INC., ACTING BY AND THROUGH BRUCE CRAIG, DIVISION PRESIDENT AND GREG COLEMAN, LD MANAGER—HOUSTON, BEING OFFICERS OF BEAZER HOMES TEXAS, L.P.; HEREIN REFERRED TO AS OWNERS WHETHER ONE OR MORE OF THE 17.2135 ACRE TRACT DESCRIBED IN THE ABOVE AND FOREGOING MAP OF BAYSIDE CROSSING DO HEREBY MAKE AND ESTABLISH SAID SUBDIVISION OF SAID PROPERTY ACCORDING TO ALL LINES, DEDICATIONS, RESTRICTIONS AND NOTATIONS ON SAID MAPS OR PLAT AND HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER, ALL STREETS (EXCEPT THOSE STREETS DESIGNATED AS PRIVATE STREETS), ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS AND PUBLIC PLACES SHOWN THEREON FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED; AND DO HEREBY BIND OURSELVES, OURS HEIRS, SUCCESSORS AND ASSIGNS TO WARRANT AND FOREVER DEFEND THE TITLE TO THE LAND SO DEDICATED. FURTHER, OWNERS DO HEREBY DECLARE THAT ALL PARCELS OF LAND DESIGNATED AS LOTS ON THIS PLAT ARE ORIGINALLY INTENDED FOR THE CONSTRUCTION OF SINGLE FAMILY RESIDENCES THEREON AND SHALL Fl[ RESTRICTED FOR SAME UNDER THE TERMS AND CONDITIONS OF SUCH RESTRICTIONS FILED SEPARATELY. IN TESTIMONY WHEREOF, BEAZER HOMES TEXAS, L.P., A DELAWARE LIMITED PARTNERSHIP, HAS CAUSED THESE PRESENTS TO BE SIGNED BY BEAZER HOMES TEXAS HOLDINGS, INC., ITS GENERAL PARTNER, BY BRUCE CRAIG, ITS DIVISION PRESIDENT, ATTESTED HEREUNTO, BY ITS LD MANAGER—HOUSTON, GREG COLEMAN, AND ITS COMMON SEAL HEREUNTO AFFIXED BY THIS ---- — --- DAY OF — — — — — 2014. I, STAN STANART, CLERK OF THE COUNTY CLERK OF HARRIS COUNTY, TEXAS DO HEREBY CERTIFY THAT THE WITHIN INSTRUMENT WITH THE CERTIFICATE OF AUTHENTICATION WAS FILED FOR REGISTRATION IN MY OFFICE 2014, AT ----- ___ O'CLOCK —.M., AND IN VOLUME PAGE NUMBER —__ OF THE MAP RECORDS OF HARRIS COUNTY FOR SAID COUNTY. WITNESS MY HAND AND SEAL OF OFFICE, AT HOUSTON, THE DAY AND DATE LAST ABOVE WRITTEN. BY: ------ BEAZER HOMES TEXAS, L.P. BY: BEAZER HOMES TEXAS HOLDINGS, INC. DEPUTY A DELAWARE LIMITED PARTNERSHIP ITS GENERAL PARTNER BY: BRUCE CRAIG, DIVISION PRESIDENT ATTEST: — GREG COLEMAN, LD MANAGER—HOUSTON STATE OF TEXAS COUNTY OF HARRIS BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED BRUCE CRAIG, DIVISION PRESIDENT OF BEAZER HOMES TEXAS HOLDINGS, INC., GENERAL PARNTER OF BEAZER HOMES TEXAS, L.P., A DELAWARE LIMITED PARTNERSHIP, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED, AND IN THE CAPACITY THEREIN AND HEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS —__--_DAY OF--___, 2014 MY COMMISSION EXPIRES NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS. STATE OF TEXAS COUNTY OF HARRIS BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED GREG COLEMAN, LD MANAGER—HOUSTON, OF BEAZER HOMES TEXAS HOLDINGS, INC., GENERAL PARNTER OF BEAZER HOMES TEXAS, L.P., A DELAWARE LIMITED PARTNERSHIP, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED, AND IN THE CAPACITY THEREIN AND HEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS ------- —__--DAY OF ------- —_, 2014 MY COMMISSION EXPIRES NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS. I, ALBERT A. SYZDEK, JR., AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE PLAT IS TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. --------------------------------- ALBERT A. SYZDEK, JR. LICENSED PROFESSIONAL ENGINEER TEXAS REGISTRATION NO. 102423 I, BLAINE FISHER, REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING, DO HEREBY CERTIFY THAT THIS PLAT ACCURATELY REPRESENTS THE RESULTS OF A SURVEY PREFORMED UNDER MY SUPERVISION AND THAT ALL BOUNDARY CORNERS, SINGLE POINTS AND POINTS OF CURVE HAVE BEEN, OR WILL BE, MARKED WITH FIVE —EIGHTS INCH (5/8") IRON RODS NOT LESS THAN THIRTY (30) INCHES IN LENGTH AND THAT THIS PLAT COMPLIES WITH THE REQUIREMENTS AS SPECIFIED IN THE CITY OF LA PORTE DEVELOPMENT ORDINANCE. ------------------------------- BLAINE FISHER REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTRATION NO. 2500 �lii'Li7��l•li]:ila THIS IS TO CERTIFY THAT THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS PLAT AND SUBDIVISION OF BAYSIDE CROSSING IN CONFORMANCE WITH THE LAWS OF THE STATE OF TEXAS AND ORDINANCES OF THE CITY OF LA PORTE AND AUTHORIZED THE RECORDING OF THIS PLAT THIS — ----- ---DAY OF— ------ ----- 2014. BY:--------------- TIM TIETJENS DIRECTOR, PLANNING DEPARTMENT ATTEST: BY: ----------------------- BOB ENG LA PORTE CITY ENGINEER BY: ------------------------- HAL LAWLER CHAIRMAN, LA PORTE PLANNING AND ZONING COMMISSION ATTEST: BY: ------------------------ PEGGY LEE SECRETARY, LA PORTE PLANNING AND ZONING COMMISSION BY: ------- ----------- EX OFFICIO CLERK OF THE COUNTY CLERK OF HARRIS COUNTY, TEXAS ATTEST: Being all that certain 17.3705 acres (756,658 sq. ft.) of land situated in the Richard Pearsall Survey, A-625, Harris County, Texas, and being all of Lots 56 & 57 and portions of Lots 58, 59, 60, 63, 64 & 65 of the Lo Porte Outlots Subdivision as recorded under Volume (Vol.) 59, Page (Pg.) 313 of the Harris County Deed Records, and being out of a called 6.6322 acre tract conveyed to Lawrence B. Chapman, Trustee as recorded under Harris County Clerk's File (H.C.C.F.) No. H2O5928, and out of a called 25.8292 acre tract conveyed to Lawrence B. Chapman, Trustee as recorded under H.C.C.F. No. G933350 and a previously apportioned and occupied area of the nc north —south excess in the Block between North D Street and Main Street (Speer Highway) said 17.3705 acre tract being more particularly described as follows: (Bearings based on the Texas Coordinate System, South Central Zone, NAD83, 2011 Adjustment) BEGINNING at a 5/8—inch iron rod with a plastic cap stamped "Cobb Fendley & Associates" set for the northeast corner of the herein described tract, some being located in the south line of Lot 41 and the north line of Lot 60, as apportioned, of said La Porte Outlots, said point lying in the west right—of—way of Sens Road (width varies); THENCE South 03'02'03" East, along said west right—of—way, a distance of 312.49 feet to a 5/8—inch iron rod with a plastic cap stamped "Cobb Fendley & Associates" set for the most easterly southeast corner of the herein described tract; THENCE South 86'58'35" West, over and across said 6.6322 acre tract, a distance of 725.27 feet to a 5/8—inch iron rod with a plastic cap stamped "Cobb Fendley & Associates" set for an interior corner of the herein described tract and lying in the west line of a called 80 feet wide pipeline easement conveyed to Humble Pipeline Company as recorded under H.C.C.F. Nos. D550217 & D597345, Vol. 1093, Pg. 302, Vol. 2941, Pg. 218, Vol. 7527, Pg. 283, Vol. 2304, Pg. 258 of the H.C.D.R.; THENCE South 08°44'42" East, along said west line of pipeline easement, a distance of 281.42 feet to a 5/8—inch iron rod with a plastic cap stamped "Cobb Fendley & Associates" set for on angle point in the south line of the herein described tract; THENCE South 86'56'46" West, a distanceof 916.78 feet to a 5/8—inch iron rod with a plastic cap stamped "Cobb Fendley & Associates" set for the southwest corner of the herein described tract, said point lying in the west line of the aforementioned 25.8292 acre tract, same being the east line of Block 1 of the Final Plat For Spencer Landing Subdivision Section 2 as recorded under Film Code (F.C.) No. 421149 of the, Harris County Map Records (H.C.M.R.); THENCE North 02'42'16" West, along the east line of said Block 1, a distance of 592.13 feet to a 5/8—inch iron rod with a plastic cap stamped `Cobb Fendley & Associates" set for the northwest corner of said Lot 56, as apportioned, and a angle point in said east line of said Block 1; THENCE North 86'41'45" East, along the north line of Lot 56 and the south line of Lot 41, as apportioned, of the aforementioned La Porte Outrots Subdivision, a distance of 280.96 feet to a 5/8—inch iron rod with a plastic cap stamped 'Cobb Fendley & Associates" set for a angle point in the north line .of the herein described tract, and the southeast corner of Lot 24 of said Block 1, said point being the southwest corner of a called 0.9358 acre tract conveyed to James Furlow as recorded under H.C.C.F. No. 20130280293; THENCE North 86'59'53" East, along the south line of Lots 44 & 43 as apportioned and conveyed to James W. Furlow & wife Joan P. Furlow, as recorded under H.C.C.F. Nos. L884630 & L884631 and Lots 42 and 41 as apportioned and conveyed to the La Porte Independent School District, as recorded under H.C.C.F. NO. S583257, a distance of 1329.68 feet to the POINT OF BEGINNING and containing 17.3705 acres (756,658 sq. ft.) of land more or less. BLOCK 1 PARCEL AREA 1 7358 2 6549 3 6548 4 6546 5 6545 6 6543 7 6542 8 6540 9 6539 10 6537 11 6536 12 6325 BLOCK 2 PARCEL AREA 1 7702 2 6783 3 6783 4 6784 5 6784 6 6785 7 6785 8 6786 9 6786 10 6787 11 d BLOCK 3 PARCEL AREA 1 6840 2 6832 3 6815 4 6789 5 6010 6 10179 7 9532 8 6003 9 6291 10 6292 11 6293 12 6294 13 6294 14 6001 15 9880 16 9916 17 6074 18 6169 19 6156 20 6142 BLOCK 3 PARCEL AREA 21 6127 22 10001 23 14795 24 9411 25 6445 26 6456 27 6458 28 6456 29 6455 30 6453 31 6452 32 6451 33 6449 34 6448 35 6446 36 6446 37 6988 .111 LA PORTE MUNICIPAL AIRPORT BJECT TRACT LOCATION! MAP (N.T.S.) (KEY MAP # 539—Z) FLOODPLAIN INFORMATION THE PROPERTY SHOWN HEREON (EITHER IN TOTAL OR A PORTION) IS LOCATED IN THE FOLLOWING ZONE(S) BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP No(s). 48201CO945 L, LAST REVISED JUNE 18, 2007: UNSHADED ZONE X — AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ELEVATIONS WERE NOT OBTAINED ON THE SUBJECT TRACT TO DETERMINE THE FLOOD ZONES. DETERMINATION OF THE FLOOD ZONE IS BASED ON THE GRAPHICAL DELINEATION OF THE ZONES AS DEPICTED ON THE FLOOD PLAIN MAPS. IF THIS PROPERTY IS NOT WITHIN AN IDENTIFIED FLOOD HAZARD AREA, THIS INFORMATION DOES NOT IMPLY THAT THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN—MADE OR NATURAL CAUSES. THIS FLOODPLAIN INFORMATION SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. REFERENCE BENCHMAR FLOODPLAIN REFERENCE MARK NUMBER 010305 IS A BRASS DISC STAMPED 'RM 010305" LOCATED ±600 FEET NORTH OF THE INTERSECTION OF SPENCER HIGHWAY ON SENS ROAD; IN MEDIAN LOCATED AT THE WEST ENTRANCE OF DU PONT+LAPORTE CREDIT UNION, IN KEY MAP NO. 539—Z, IN THE CLEAR CREEK WATERSHED. ELEVATION = 23.12 (FEET) NAVD 1988. 2001 ADJUSTMENT OWNERS: BEAZER HOMES TEXAS, L.P. BY: BEAZER HOMES TEXAS HOLDINGS, INC. ITS GENERAL PARTNER BRUCE CRAIG, DIVISION PRESIDENT 10235 WEST LITTLE YORK, SUITE 200 HOUSTON, TEXAS 77040 PHONE: (281) 560-6600 M" : CobbFendley TBPE Firm Registration No. 274 • TBPLS Registration No. 100467 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713.462.3242 1 fax 713.462.3262 www.cobbfendley.com CONTACT: ALBERT SYZDEK FINAL PLAT OF Eli A Single —Family Residential Development BEING 17.3705 ACRE TRACT OF LAND OUT OF THE RICHARD PEARSALL SURVEY, ABSTRACT 625 LOCATED IN HARRIS COUNTY, TEXAS 4 BLOCKS, 73 LOTS AND 6 RESTRICTED RESERVES SCALE: 1" = 60' DATE: JULY, 2014 PAGE 2 OF 2