WATER SYSTEMS IMPROVEMENTS PROJECT Public Utilities … · 2020. 8. 10. · Project Location Public...

B R O W N S V I L L E

U BTILITIESPUBLIC OARD

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CONSTRUCTION PLANSFOR THE

TORRES ROADWATER SYSTEMS IMPROVEMENTS PROJECT

BID No. 047-20PREPARED FOR:

BROWNSVILLE PUBLIC UTILITIES BOARD DATE: JULY 2020

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MILITARY HWY

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SECTION 1

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C.C.W.C & ID No.6 RESERVIOR

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FLOR DE MAYO TRACT

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FRESNOS

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BEND

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VALLEY INTERNATIONAL P ROPERTIES 3030 424 ACRES PARTITION TRACT

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FM-3248

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U.S.-281

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MISSISSIPPI RIVER BLVD.

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COLORADO

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RIVER BLVD.

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LOT

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ARKANSAS RIVER DRIVE

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YUKON RIVER DRIVE

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N61%%d14'57"W 310.00'

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ARKANSAS RIVER DRIVE

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RIO BRAVO SUBDIVISION SECTION 7

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CAB. 1, SLOT 1546-B, M.R.C.C.T.

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LOCATION MAP

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REVISIONS

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DATE

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APP.

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BROWNSVILLE PUBLIC UTILITIES BOARD - BOARD OF DIRECTORS ANNA E. OQUIN................................................................CHAIR JUDE A. BENAVIDES................................................VICE-CHAIR SANDRA LOPEZ-LANGLEY...................SECRETARY/TREASURER TIMOTHY LOPES.............................................................MEMBER PATRICIO SAMPAYO.......................................................MEMBER SANDRA SAENZ.............................................................MEMBER MAYOR TREY MENDEZ...............................EX-OFFICIO MEMBER

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SHEET INDEX 01 COVER SHEET COVER SHEET 02 GENERAL NOTES GENERAL NOTES 03 OVERALL LAYOUT PLAN OVERALL LAYOUT PLAN 04 PLAN & PROFILE - STA. 1+00 TO 20+00 PLAN & PROFILE - STA. 1+00 TO 20+00 05 PLAN & PROFILE - STA. 20+00 TO END PLAN & PROFILE - STA. 20+00 TO END 06 WATER DETAILSWATER DETAILS

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COVER SHEET

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SHEET

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Project #:

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Date: July 2020

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OF

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M. Anzaldua

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Aurelio Hernandez

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M. Anzaldua/D. Abrego

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A. Resendez, P.E.

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TORRES ROAD WATER SYSTEM IMPROVEMENTS PROJECT

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N.T.S.

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A.J. RESENDEZ, P.E. / M. ANZALDUA

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AS SHOWN

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AUGUST 06, 2020

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BID #: 047-20

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*THIS DOCUMENT ISRELEASED AS

INTERNAL USE ONLYFOR THE PURPOSE OFREFERENCE. IT IS NOT

TO BE USED FORCONSTRUCTION,

BIDDING, ORPERMITTING PURPOSES.

FIELD TECHNICIAN

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SHEET

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Project #:

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Date: July 2020

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OF

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M. Anzaldua

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Aurelio Hernandez

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A. Resendez, P.E.

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GENERAL NOTES

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TRAFFIC CONTROL NOTES 1. CONTRACTOR SHALL DEVELOP AND SUBMIT A TRAFFIC CONTROL PLAN WHICH WILL SHOW BOTH DAY AND NIGHT CONTRACTOR SHALL DEVELOP AND SUBMIT A TRAFFIC CONTROL PLAN WHICH WILL SHOW BOTH DAY AND NIGHT TIME OPERATIONS FOR THE INSTALLATION OF THE UTILITY IMPROVEMENTS IN CONFORMANCE WITH THE CURRENT EDITION OF THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, AND TXDOT STANDARDS. CONTRACTOR IS TO SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE CITY OF BROWNSVILLE TRAFFIC DEPARTMENT AND BROWNSVILLE PUBLIC UTILITIES BOARD PRIOR TO START OF CONSTRUCTION. ANY WORK PERFORMED WITHIN A TXDOT RIGHT OF WAY SHALL REQUIRE A TXDOT PERMIT FOR WORK. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO TXDOT FOR APPROVAL. 2. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN BARRICADES, WARNING SIGNS AND OTHER TRAFFIC HANDLING DEVICES OF THE SIZE AND TYPE SPECIFIED IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR AS DIRECTED BY THE ENGINEER OR HIGHWAY DEPARTMENT OFFICIAL. 3. THE CONTRACTOR SHALL INSPECT AND PROPERLY MAINTAIN TRAFFIC CONTROLS EACH EVENING AND DURING THE WEEKEND IN ADDITION TO NORMAL DAYTIME WORKING HOURS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH INSTALLATION AND MAINTENANCE OF TRAFFIC CONTROLS. 4. THE CONTRACTOR SHALL DESIGNATE ONE PERSON WHO WILL BE ACCESSIBLE TO THE OWNER ON A 24-HOUR BASIS AND WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE BARRICADES AND THE WORK SITE. 5. TRAFFIC INTERRUPTION SHALL BE COORDINATED WITH THE TEXAS DEPARTMENT OF TRANSPORTATION, THE BROWNSVILLE PUBLIC UTILITY BOARD, FIRE AND POLICE DEPARTMENTS, AND THE ENGINEER AT LEAST 24 HOURS IN ADVANCE OF SUCH INTERRUPTIONS. 6 . STREET BARRICADES TO BE INSTALLED ON ALL DEAD END STREETS AND AS NECESSARY DURING CONSTRUCTION TO MAINTAIN JOB SAFETY.

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WATER NOTES 1. ALL PIPE BEDDING MATERIAL SHALL CONFORM TO DETAILS. ALL PIPE BEDDING MATERIAL SHALL CONFORM TO DETAILS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING AND RECONNECTING ANY BROWNSVILLE PUBLIC THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING AND RECONNECTING ANY BROWNSVILLE PUBLIC UTILITY BOARD WATER AND WASTEWATER LINES, SERVICE TAPS, AND STORM SEWER WHERE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ANY REQUIRED RELOCATION OF GAS, CABLE, TELEPHONE OR ELECTRIC LINES WITH THE APPROPRIATE UTILITY OWNER. 3. WATERLINES TO BE LAID WITH A MINIMUM COVER OF 48-INCHES BELOW FINISH GRADE UNLESS OTHERWISE WATERLINES TO BE LAID WITH A MINIMUM COVER OF 48-INCHES BELOW FINISH GRADE UNLESS OTHERWISE NOTED. 4. ANY POTABLE WATERLINE WHICH MUST BE RELOCATED SHALL BE COORDINATED WITH BROWNSVILLE PUBLIC ANY POTABLE WATERLINE WHICH MUST BE RELOCATED SHALL BE COORDINATED WITH BROWNSVILLE PUBLIC UTILITIES BOARD. 5. ALL METER BOXES SHALL READ "BROWNSVILLE PUBLIC UTILITIES BOARD". ALL METER BOXES SHALL READ "BROWNSVILLE PUBLIC UTILITIES BOARD". 6. THE CONTRACTOR SHALL PERFORM QUALITY TESTING FOR THE WATER SYSTEM INSTALLED AND AND SHALL THE CONTRACTOR SHALL PERFORM QUALITY TESTING FOR THE WATER SYSTEM INSTALLED AND AND SHALL PROVIDE ALL EQUIPMENT (INCLUDING PUMPS AND GAUGES), SUPPLIES AND LABOR NECESSARY TO PERFORM THE TESTS AT HIS EXPENSE. BROWNSVILLE P.U.B. TO BE GIVEN 48 HRS NOTICE PRIOR TO ALL TESTING AND SHALL BE MONITORED BY BROWNSVILLE PUB PERSONNEL. TESTING IS TO BE DONE IN ACCORDANCE WITH B.P.U.B. STANDARDS. 7. ALL MANHOLES LOCATED WITHIN A ROADSIDE DITCH SHALL HAVE A MINIMUM COVER OF 18", AND HAVE WATER ALL MANHOLES LOCATED WITHIN A ROADSIDE DITCH SHALL HAVE A MINIMUM COVER OF 18", AND HAVE WATER TIGHT COVERS. MANHOLES SHALL BE MARKED WITH MANHOLE MARKERS (SEE DETAIL) LOCATED AT THE RIGHT-OF-WAY. COST SUBSIDIARY TO OTHER ITEMS. 8. PROPOSED WATER SERVICES ARE SHOWN IN AN APPROXIMATE LOCATION AND SHALL BE VERIFIED IN THE FIELD PROPOSED WATER SERVICES ARE SHOWN IN AN APPROXIMATE LOCATION AND SHALL BE VERIFIED IN THE FIELD WITH AN INSPECTOR BASED ON THE LOCATION OF HOMES. WATER SERVICES SHALL BE SINGLE SERVICES UNLESS DECIDED OTHERWISE BY FIELD TECHNICIAN DURING CONSTRUCTION. DURING CONSTRUCTION. 9. CONTRACTOR SHALL KEEP 9 FT. MIN. SEPARATION BETWEEN SANITARY SEWER LINES AND WATERLINES. 9 FT. CONTRACTOR SHALL KEEP 9 FT. MIN. SEPARATION BETWEEN SANITARY SEWER LINES AND WATERLINES. 9 FT. MIN. SEPARATION BETWEEN SANITARY SEWER LINES AND WATER METERS. 10. WHERE THE PROPOSED WATER LINE IS PLACED WITHIN THE ROADWAY, CONTRACTOR SHALL BACKFILL PIPE TO WHERE THE PROPOSED WATER LINE IS PLACED WITHIN THE ROADWAY, CONTRACTOR SHALL BACKFILL PIPE TO FINISH GRADE AS PER DETAIL. REFERENCE WASTE DETAILS TYPICAL PIPE BEDDING AND TRENCH BACKFILL. 11. ALL EXISTING DRIVEWAYS SHALL BE OPEN CUT IN A NEAT STRAIGHT LINE, AND REPAIRED ON A LIKE FOR LIKE ALL EXISTING DRIVEWAYS SHALL BE OPEN CUT IN A NEAT STRAIGHT LINE, AND REPAIRED ON A LIKE FOR LIKE BASIS. ALL CONFLICTING RCP CULVERTS SHALL BE REMOVED AND REINSTALLED AS NEEDED. BOTH ITEMS ARE SUBSIDIARY TO OTHER ITEMS, NO SEPARATE PAY. 12. CONTRACTOR SHALL RESTORE ALL DRAINAGE SWALES TO ORIGINAL CONDITION.CONTRACTOR SHALL RESTORE ALL DRAINAGE SWALES TO ORIGINAL CONDITION.

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GENERAL NOTES 1. CONTRACTOR TO SUBMIT WORKPLAN DETAILING SEQUENCE OF CONSTRUCTION FOR REVIEW AND APPROVAL BY CONTRACTOR TO SUBMIT WORKPLAN DETAILING SEQUENCE OF CONSTRUCTION FOR REVIEW AND APPROVAL BY THE BROWNSVILLE PUBLIC UTILITY BOARD PRIOR TO BEGINNING OF CONSTRUCTION. WATER AND WASTEWATER SERVICES SHALL NOT BE INTERRUPTED BETWEEN THE HOURS OF 5:30 PM AND 8:00 A.M. 2. CONTRACTOR TO GIVE A MINIMUM OF 48 HOURS NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, CONTRACTOR TO GIVE A MINIMUM OF 48 HOURS NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES AFFECTED BY HIS OPERATIONS PRIOR TO COMMENCEMENT OF WORK. 3. NO SEPARATE PAY FOR ITEMS REQUIRED BY NOTES ON THIS SHEET. NO SEPARATE PAY FOR ITEMS REQUIRED BY NOTES ON THIS SHEET. 4. BLASTING IS NOT PERMITTED ON THIS PROJECT. BLASTING IS NOT PERMITTED ON THIS PROJECT. 5. ALL CONSTRUCTION OPERATIONS TO BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE ALL CONSTRUCTION OPERATIONS TO BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. COPIES OF OSHA STANDARDS MAY BE PURCHASED FROM THE U.S. GOVERNMENT PRINTING OFFICE. 6. ELECTRICAL LINES ARE LOCATED IN THE PROJECT AREA. THE ATTENTION OF THE CONTRACTOR IS DIRECTED TO ELECTRICAL LINES ARE LOCATED IN THE PROJECT AREA. THE ATTENTION OF THE CONTRACTOR IS DIRECTED TO STATE LAW (VERNON'S ANNOTATED TEXAS STATUTES, ARTICLE 1436 (C)) CONCERNING CONSTRUCTION OPERATIONS IN THE VICINITY OF ELECTRICAL LINES AND THE NEED FOR EFFECTIVE PRECAUTIONARY MEASURES. 7. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF THE REGISTERED PROFESSIONAL ENGINEER(S) HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THE WORK. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS. 8. ANY CHANGES OR REVISIONS TO THESE PLANS MUST FIRST BE SUBMITTED TO THE BROWNSVILLE PUBLIC ANY CHANGES OR REVISIONS TO THESE PLANS MUST FIRST BE SUBMITTED TO THE BROWNSVILLE PUBLIC UTILITY BOARD FOR REVIEW AND WRITTEN APPROVAL. 9. EXISTING PAVING, BUILDING, AND OTHER ITEMS SHOWN ON PLANS NOT SPECIFICALLY RELATED TO THE WORK OF EXISTING PAVING, BUILDING, AND OTHER ITEMS SHOWN ON PLANS NOT SPECIFICALLY RELATED TO THE WORK OF THE CONTRACTOR ARE FOR INFORMATION ONLY. 10. CONTRACTOR TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS REGARDING EXCESS CONTRACTOR TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS REGARDING EXCESS AND WASTE MATERIAL, INCLUDING METHODS OF HANDLING AND DISPOSAL. EXCESS SOIL, ROCK, AND SPOIL MATERIAL SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 11. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE ENVIRONMENTAL LAWS. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE ENVIRONMENTAL LAWS. 12. CONTRACTOR TO MAINTAIN ACCESS TO PUBLIC AND PRIVATE FACILITIES, RESIDENCES, AND BUSINESSES DURING CONTRACTOR TO MAINTAIN ACCESS TO PUBLIC AND PRIVATE FACILITIES, RESIDENCES, AND BUSINESSES DURING CONSTRUCTION. CONTRACTOR SHALL MAKE ALL EFFORTS TO KEEP DRIVEWAYS OPEN AND ACCESSIBLE DURING CONSTRUCTION. CONSTRUCTION ACTIVITIES TO BE COORDINATED WITH OWNER'S REPRESENTATIVE AND THE BROWNSVILLE PUBLIC UTILITY BOARD. THE CONTRACTOR SHALL COORDINATE ALL DRIVEWAY CLOSURES WITH THE PROPERTY OWNER. 13. THE CONTRACTOR SHALL COORDINATE TEMPORARY RELOCATION OF MAILBOXES WITH THE BROWNSVILLE THE CONTRACTOR SHALL COORDINATE TEMPORARY RELOCATION OF MAILBOXES WITH THE BROWNSVILLE POSTMASTER. FINAL LOCATION SHALL BE IN ACCORDANCE WITH THE LOCAL POST OFFICE REQUIREMENTS AT CONTRACTOR'S EXPENSE. 14. CONTRACTOR TO TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING FACILITIES FROM DAMAGE. ANY DAMAGE TO CONTRACTOR TO TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING FACILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS A RESULT OF THESE CONSTRUCTION OPERATIONS ARE TO BE REPAIRED IMMEDIATELY BY THE CONTRACTOR TO THE PRE-EXISTING CONDITION OR BETTER AT NO ADDITIONAL COST TO OWNER. 15. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS WAS COMPILED FROM RECORD INFORMATION. NO WARRANTY LOCATION OF EXISTING UTILITIES SHOWN ON PLANS WAS COMPILED FROM RECORD INFORMATION. NO WARRANTY IS IMPLIED AS TO THE ACTUAL LOCATION OF EXISTING UTILITIES. CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE FOLLOWING: DIG TESS: 1 - 800 - DIG - TESS (811) TEXAS ONE CALL SYSTEM (TOCS) 1-800-545 - 6005 BROWNSVILLE (BPUB) (956) 983 - 6572 BROWNSVILLE ENGINEERING DEPT.: (956) 541 - 1012 TEXAS GAS: 1 - (800) - 700 - 2443 AT&T: 1 - (800) - 828 - 5127 BROWNSVILLE IRRIGATION DISTRICT: (956) - 831 - 8462 TXDOT: (956) - 542 - 2260 16. LOCATIONS AND DEPTHS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE CONTRACTOR'S LOCATIONS AND DEPTHS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXACT LOCATIONS AND DEPTHS OF ALL APPLICABLE LINES, AND TO REPAIR ANY DAMAGES MADE AS A RESULT OF PROJECT CONSTRUCTION, INCLUDING UTILITIES NOT SHOWN ON THESE DRAWINGS. 17. CONTRACTOR TO COORDINATE INTERRUPTIONS OF ALL UTILITIES AND SERVICES WITH APPLICABLE UTILITY COMPANY CONTRACTOR TO COORDINATE INTERRUPTIONS OF ALL UTILITIES AND SERVICES WITH APPLICABLE UTILITY COMPANY OR COMPANIES. ALL WORK TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY COMPANY OR AGENCY INVOLVED. (NO SEPARATE PAY). 18. WHEN NOT LOCATED OR INCORRECTLY LOCATED UNDERGROUND PIPING OR A BREAK IN A LINE OR OTHER WHEN NOT LOCATED OR INCORRECTLY LOCATED UNDERGROUND PIPING OR A BREAK IN A LINE OR OTHER UTILITIES AND SERVICES ARE ENCOUNTERED DURING SITE WORK OPERATIONS, CONTRACTOR TO NOTIFY THE APPLICABLE UTILITY COMPANY IMMEDIATELY TO OBTAIN DIRECTION. CONTRACTOR TO COOPERATE WITH THE APPLICABLE UTILITY COMPANY IN MAINTAINING ACTIVE SERVICES IN OPERATION. 19. CONTRACTOR TO ASSURE THAT ALL CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF CONTRACTOR TO ASSURE THAT ALL CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF WORK. PERMITS ARE TO BE OBTAINED AT THE CONTRACTOR'S EXPENSE. 20. OWNER, ENGINEER, CONTRACTOR, REPRESENTATIVES OF ALL UTILITY COMPANIES, AND A REPRESENTATIVE FROM OWNER, ENGINEER, CONTRACTOR, REPRESENTATIVES OF ALL UTILITY COMPANIES, AND A REPRESENTATIVE FROM THE TESTING LAB TO ATTEND PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF CONSTRUCTION. 21. CONTRACTOR TO LOCATE, PROTECT, AND MAINTAIN BENCHMARKS, MONUMENTS, AND CONTROL POINTS. CONTRACTOR TO LOCATE, PROTECT, AND MAINTAIN BENCHMARKS, MONUMENTS, AND CONTROL POINTS. CONTRACTOR TO RE-ESTABLISH DISTURBED OR DESTROYED ITEMS BY A REGISTERED PUBLIC SURVEYOR IN THE STATE OF TEXAS AT THE CONTRACTOR'S EXPENSE. 22. MATERIAL STORAGE, LAYDOWN, AND STAGING AREAS TO BE ON SAME SIDE OF ROADWAY AS ADJACENT WORK MATERIAL STORAGE, LAYDOWN, AND STAGING AREAS TO BE ON SAME SIDE OF ROADWAY AS ADJACENT WORK ZONE. STAGING AREAS ARE NOT TO BE USED FOR STOCKPILING SPOIL. 23. SPOIL MATERIAL SHALL NOT BE MOUNDED MORE THAN 18" HIGH ADJACENT TO DRIVEWAYS. SPOIL MATERIAL SHALL NOT BE MOUNDED MORE THAN 18" HIGH ADJACENT TO DRIVEWAYS. 24. ANY DAMAGE CAUSED TO EXISTING PAVEMENT, CURBS, SIDEWALKS, ETC., SHALL BE REPAIRED BY THE ANY DAMAGE CAUSED TO EXISTING PAVEMENT, CURBS, SIDEWALKS, ETC., SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE CITY OF BROWNSVILLE ENGINEERING DEPARTMENT PRIOR TO ACCEPTANCE OF THE PROJECT. 25. ALL JOINTS TO MATCH EXISTING PAVEMENT SHALL BE SAW CUT. PAVEMENT PATCHING SHALL BE IN ACCORDANCE ALL JOINTS TO MATCH EXISTING PAVEMENT SHALL BE SAW CUT. PAVEMENT PATCHING SHALL BE IN ACCORDANCE WITH BROWNSVILLE PUBLIC UTILITY BOARD STANDARDS. 26. ALL SIDEWALKS TO BE CUT OR PATCHED TO COMPLY WITH AMERICANS WITH DISABILITIES ACT REQUIREMENTS. ALL SIDEWALKS TO BE CUT OR PATCHED TO COMPLY WITH AMERICANS WITH DISABILITIES ACT REQUIREMENTS. 27. CONTRACTOR SHALL NOTIFY THE BROWNSVILLE PUBLIC UTILITY BOARD ENGINEERING DEPARTMENT AT LEAST 48 CONTRACTOR SHALL NOTIFY THE BROWNSVILLE PUBLIC UTILITY BOARD ENGINEERING DEPARTMENT AT LEAST 48 HOURS BEFORE DEMOLITION OF, OR CONNECTION WITH, ANY CITY UTILITY OR STREET. 28. THE CONTRACTOR SHALL GIVE THE BROWNSVILLE PUBLIC UTILITY BOARD 24 HOUR ADVANCE NOTICE PRIOR TO THE CONTRACTOR SHALL GIVE THE BROWNSVILLE PUBLIC UTILITY BOARD 24 HOUR ADVANCE NOTICE PRIOR TO PLACEMENT OF ANY CONCRETE, TO PERMIT THE REVIEW OF FORMS, REINFORCING STEEL PLACEMENT, AND OTHER PREPARATIONS. 29. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF BROWNSVILLE PUBLIC UTILITY BOARD ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF BROWNSVILLE PUBLIC UTILITY BOARD STANDARD SPECIFICATIONS. 30. BURNING OF TREES, BRUSH OR OTHER VEGETATIVE MATTER ON THE PROJECT SITE IS NOT PERMITTED. BURNING OF TREES, BRUSH OR OTHER VEGETATIVE MATTER ON THE PROJECT SITE IS NOT PERMITTED. 31. NO TREES SHALL BE REMOVED WITHOUT PERMISSION OF THE OWNER OR ENGINEER, UNLESS OTHERWISE NOTED. NO TREES SHALL BE REMOVED WITHOUT PERMISSION OF THE OWNER OR ENGINEER, UNLESS OTHERWISE NOTED. 32. FUEL STORAGE IS NOT ALLOWED ON THIS PROJECT. FUEL STORAGE IS NOT ALLOWED ON THIS PROJECT. 33. CONTRACTOR TO ADVISE OWNER IMMEDIATELY, VERBALLY AND IN WRITING, OF ANY FUEL OR TOXIC MATERIAL CONTRACTOR TO ADVISE OWNER IMMEDIATELY, VERBALLY AND IN WRITING, OF ANY FUEL OR TOXIC MATERIAL SPILLS ONTO THE PROJECT/CONSTRUCTION AREA AND THE ACTIONS TO BE TAKEN TO REMEDY THE PROBLEM.

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SITE GRADING NOTES 1. EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO DISTURBING EXISTING GRADE WITHIN ANY WORK EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO DISTURBING EXISTING GRADE WITHIN ANY WORK AREA. SUCH MEASURES SHALL REMAIN IN PLACE UNTIL WORK IS COMPLETE AND/OR GRASS IS ESTABLISHED, AS DIRECTED BY OWNER. 2. CONTRACTOR TO CONTROL DUST CAUSED BY THE WORK AND COMPLY WITH POLLUTION CONTROL REGULATIONS CONTRACTOR TO CONTROL DUST CAUSED BY THE WORK AND COMPLY WITH POLLUTION CONTROL REGULATIONS OF GOVERNING AUTHORITIES. (NO SEPARATE PAY.) 3. CONTRACTOR IS RESPONSIBLE FOR CLEANING MUD AND/OR DIRT TRACKED ONTO EXISTING STREETS BY HIS CONTRACTOR IS RESPONSIBLE FOR CLEANING MUD AND/OR DIRT TRACKED ONTO EXISTING STREETS BY HIS WORKMEN'S, SUPPLIER'S, OR SUBCONTRACTOR'S VEHICLES. STREETS MUST BE CLEANED WITHIN 2 HOURS OF WHEN THE TRACKING OCCURS. (NO SEPARATE PAY.) 4. EXCESS EXCAVATED MATERIAL TO BE STOCKPILED IN DESIGNATED AREA AS COORDINATED BY CONTRACOR. EXCESS EXCAVATED MATERIAL TO BE STOCKPILED IN DESIGNATED AREA AS COORDINATED BY CONTRACOR. REINFORCED FILTER FABRIC FENCE TO BE INSTALLED AROUND STOCKPILE ON DOWNSTREAM SIDE AND BOTH SIDES ADJACENT TO THE DOWNSTREAM SIDE. STOCKPILES ARE NOT TO TRAP OR POND WATER. TOPSOIL TO BE STOCKPILED SEPARATELY. ALL EXCESS EXCAVATED MATERIAL IS TO BE REMOVED FROM THE SITE, CONTRACTOR TO NOTIFY TCEQ AND THE OWNER'S REPRESENTATIVE OF LOCATION OF DISPOSAL BEFORE MATERIAL IS REMOVED.

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STORMWATER NOTES 1. THE CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING A T.C.E.Q. APPROVED SWPP AND BE RESPONSIBLE THE CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING A T.C.E.Q. APPROVED SWPP AND BE RESPONSIBLE FOR THE IMPLEMENTATION, MAINTENANCE, AND INSPECTION OF SWPP CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, EROSION AND SEDIMENT CONTROLS, STORM WATER MANAGEMENT PLANS, WASTE COLLECTION AND DISPOSAL, OFF-SITE VEHICLE TRACKING, AND OTHER CONSTRUCTION PRACTICES. 2. DURING CONSTRUCTION, SILT FENCING AND/OR HAY BALES DIKES SHALL BE ERECTED AND MAINTAINED TO DURING CONSTRUCTION, SILT FENCING AND/OR HAY BALES DIKES SHALL BE ERECTED AND MAINTAINED TO MINIMIZE ESCAPE OF SEDIMENT INTO STORM SEWER SYSTEM AND RECEIVING WATERS. THE CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES WHERE NEEDED 3. DURING CONSTRUCTION, THESE TEMPORARY EROSION AND SEDIMENTATION CONTROLS TO REMAIN IN PLACE DURING CONSTRUCTION, THESE TEMPORARY EROSION AND SEDIMENTATION CONTROLS TO REMAIN IN PLACE UNTIL THE DISTURBED AREAS ARE RE-VEGETATED AND THE AREAS HAVE BECOME PERMANENTLY STABILIZED. ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED PERIODICALLY FOR DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES AND FOLLOWING EVERY RAINFALL. DAMAGED OR OBSTRUCTED CONTROLS TO BE REPAIRED/REPLACED AS NECESSARY TO MAINTAIN THEIR PROPER OPERATION. 4. THE CONTRACTOR SHALL SELECT A SPECIFIC LOCATION TO BE THE STAGING FOR THE PROJECTS OPERATIONS, THE CONTRACTOR SHALL SELECT A SPECIFIC LOCATION TO BE THE STAGING FOR THE PROJECTS OPERATIONS, WHICH INCLUDES A CONSTRUCTION ENTRANCE AS PER NPDES REQUIREMENTS. THE CONTRACTOR WILL DESIGNATE THIS AREA FOR EQUIPMENT CLEANING , MAINTENANCE, REPAIR, AND STORAGE. ALL CONTRACTORS AND SUBCONTRACTORS SHALL UTILIZE SUCH AREA FOR THOSE PURPOSES. THIS AREA WILL BE LOCATED SUCH THAT HARMFUL SUBSTANCES WILL NOT BE ALLOWED TO LEACH OR RUN OFF-SITE. A STRICT POLICY WILL BE ENACTED WHICH WILL MINIMIZE VEHICLE TRAFFIC FROM ENTERING NON-PAVED AREAS.

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YARDLINE INSTALLATION NOTES 1. ALL YARDLINE MATERIAL AND INSTALLATION METHODS SHALL MEET ALL STATE AND LOCAL PLUMBING CODES. ALL YARDLINE MATERIAL AND INSTALLATION METHODS SHALL MEET ALL STATE AND LOCAL PLUMBING CODES. 2. ALL INSTALLATION WORK SHALL BE CONDUCTED BY A LICENSED PLUMBER. ALL INSTALLATION WORK SHALL BE CONDUCTED BY A LICENSED PLUMBER. 3. ALL YARDLINES SHALL BE CONSTRUCTED OF 3/4-INCH DIAMETER SCH 40 PVC UNLESS OTHERWISE SPECIFIED ON ALL YARDLINES SHALL BE CONSTRUCTED OF 3/4-INCH DIAMETER SCH 40 PVC UNLESS OTHERWISE SPECIFIED ON THE PLANS. 4. ALL YARDLINE TRENCHES SHALL BE COMPACTED TO 80% - PERCENT STD. PROCTOR. ALL YARDLINE TRENCHES SHALL BE COMPACTED TO 80% - PERCENT STD. PROCTOR. 5. THE CONTRACTOR IS RESPONSIBLE FOR CONNECTING ALL SERVICE TAPS FROM WATER WELL TO THE HOME. THE CONTRACTOR IS RESPONSIBLE FOR CONNECTING ALL SERVICE TAPS FROM WATER WELL TO THE HOME. 6. PRIOR TO THE BEGINNING OF WORK ON EACH SITE. THE CONTRACTOR SHALL COORDINATE WITH BPUB AND THE PRIOR TO THE BEGINNING OF WORK ON EACH SITE. THE CONTRACTOR SHALL COORDINATE WITH BPUB AND THE INSPECTOR TO VERIFY THE BEST LOCATION FOR THE PROPOSED YARDLINE. ONCE THE BEST ROUTE IS DETERMINED BY THE PARTIES, THE CONTRACTOR SHALL MARK THE LOCATION WITH FLUORESCENT PAINT. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL FOR THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL FOR THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE BEGINNING OF ANY WORK IN A PARTICULAR AREA.

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TESTING NOTES 1. BROWNSVILLE PUBLIC UTILITIES BOARD TO BE GIVEN 48 HOURS NOTICE PRIOR TO ALL TESTING OF WATER LINES, WASTEWATER LINES, AND DENSITY TESTING. REFER TO SPECIFICATION 02687 AND TCEQ NOTES FOR TESTING REQUIREMENTS. ALL TESTING TO BE CONDUCTED IN PRESENCE OF B.P.U.B. INSPECTOR. 2. THE CONTRACTOR, AT HIS EXPENSE, SHALL PERFORM QUALITY TESTING FOR ALL WASTEWATER PIPE INSTALLED AND PRESSURE PIPE HYDROSTATIC TESTING OF ALL WATER LINES CONSTRUCTED AND SHALL PROVIDE ALL EQUIPMENT (INCLUDING PUMPS AND GAUGES), SUPPLIES AND LABOR NECESSARY TO PERFORM THE TESTS. QUALITY AND PRESSURE TESTING SHALL BE MONITORED BY BROWNSVILLE PUB PERSONNEL. TESTING IS TO BE DONE IN ACCORDANCE WITH BPUB STANDARDS. 3. ALL SANITARY SEWERS, EXCLUDING SERVICE LINES, SHALL BE MANDREL TESTED PER TEXAS COMMISSION ON ENVIRONMENTAL QUALITY CRITERIA. MANDREL TEST SHALL NOT BE PERFORMED UNTIL BACKFILL HAS BEEN IN PLACE FOR A MINIMUM OF 30 DAYS. 4. SOIL DENSITY TESTS AND RELATED SOIL ANALYSIS TESTS TO BE ACCOMPLISHED BY AN INDEPENDENT LABORATORY UNDER CONTRACT WITH THE OWNER. TESTS WHICH SHOW UNSATISFACTORY RESULTS ARE TO BE REPEATED AT THE EXPENSE OF THE CONTRACTOR SUBSEQUENT TO CONTRACTOR'S REMEDIAL ACTIVITIES. 5. DENSITY TESTING OF COMPACTED SUBGRADE MATERIAL FOR FIRST COURSE, AND SECOND COURSE OF COMPACTED BASE SHALL BE MADE AT ALL DRIVEWAYS AND INTERSECTING STREETS. IN ADDITION, ONE (1) DENSITY TEST PER LIFT PER FIVE HUNDRED (500) FEET OF INSTALLED PIPELINE SHALL BE CONDUCTED.

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34. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF THEIR FUELS, MATERIALS, AND CONTAMINATED EXCAVATIONS IN A LEGALLY APPROVED MANNER. 35. CONTRACTOR IS RESPONSIBLE FOR PROVIDING & MAINTAINING SANITARY FACILITIES ON THIS PROJECT FOR EMPLOYEES. 36. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, ALL CONCRETE IS TO BE CLASS "K" (4000 PSI~28 DAYS), AND ALL REINFORCING STEEL TO BE ASTM A615 GRADE 60. 37. PROJECT MANHOLE CASTINGS OF ALL TYPES SHALL BE BROUGHT TO FINISHED GRADE BY THE CONTRACTOR. 38. PRIOR TO ACCEPTANCE OF THE PROJECT, ALL GRADED AND DISTURBED AREAS ARE TO BE RE-VEGETATED IN A CASE BY CASE BASIS. 39. APPROPRIATE SHORING AND BRACING EQUIPMENT SHALL BE USED WHERE TRENCHES ARE DEEPER THAN FIVE (5') FEET OR WHERE CONDITIONS WARRANT, AND SHALL COMPLY WITH OSHA REGULATIONS. 40. MAXIMUM LENGTH OF OPEN TRENCH TO BE 60', OR AS DIRECTED BY THE OWNER. 41. NO CONSTRUCTION OPERATIONS RELATIVE TO INSTALLATION OF UTILITIES, INCLUDING STOCKPILING OF EXCAVATED MATERIALS, SHALL BE PERMITTED WITHIN THE LIMITS OF EXISTING PAVEMENTS CARRYING TRAFFIC ON STATE HIGHWAYS, OR SHOULDERS ADJACENT THERETO, UNLESS SPECIFICALLY AUTHORIZED BY THE TEXAS DEPARTMENT OF TRANSPORTATION. 42. WHEN WORK IS PERFORMED ON PRIVATE PROPERTY OR EASEMENTS; ALL LAWN GRASS, SHRUBBERY, FLOWERS, AND FENCES IN THE WAY OF THE WORK SHALL BE REMOVED, PROTECTED AND REPLACED TO THEIR ORIGINAL POSITION AND CONDITION, OR BETTER, UPON COMPLETION OF THE WORK AT THE CONTRACTORS EXPENSE. 43. ALL DIMENSIONS GIVEN ARE TO THE CENTERLINE OF PIPE, UNLESS OTHERWISE NOTED. DO NOT ATTEMPT TO SCALE DIMENSIONS FROM THESE DRAWINGS. ALTHOUGH DRAWINGS ARE TO SCALE, THE ENGINEER SHOULD BE CONSULTED IF DIMENSIONING IS UNCLEAR OR INSUFFICIENT. 44. PRE-CONSTRUCTION PHOTOGRAPHS SHALL BE TAKEN THAT SHOW EXISTING CONDITIONS OF THE SITE AND ADJOINING STRUCTURES TO REMAIN. PHOTOS SHALL INCLUDE DAMAGE TO FINISH SURFACES THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY DEMOLITION OPERATIONS . 45. THE CONTRACTOR IS REQUIRED TO DISPOSE OF ALL MATERIALS AND PAY FOR ALL FEES RELATING TO DISPOSAL OF ALL MATERIAL IN COMPLIANCE WITH TCEQ AND EPA RULES AND REGULATIONS. 46. EXISTING BUILDINGS, PAVEMENTS, SIDEWALKS, CURBS, DRIVEWAYS, ELECTRICAL TRANSFORMERS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, SIGNS, POWER POLES, ETC, TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE. DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR BETTER OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL GOVERNING AGENCIES.

MAnzaldua

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AUGUST 06, 2020

MAnzaldua

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AS SHOWN

MAnzaldua

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MAnzaldua

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BID #: 047-20

U.S

. HIG

HW

AY

281

Found 1/2"Iron Pin

TBM #2spindle set in asphalt

elev=42.15 (NAVD 88)

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APPARENT OWNER: Herlinda Pena and Estate of Reynaldo Pena

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Meridian of the Texas State Plane Coordinate System,South Zone (NAD 83) determined by GPS methods

BenchmarkNGS BM C 871

concrete monument with brass disk locatedat the northeast corner of Tandy Road and

the abandoned railroad right-of-wayelev=31.45 (NAVD 88)

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asphalt drive

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high bank

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road ditch

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road ditch

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asphalt road

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asphalt road

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HOUSE

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HOUSE

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HOUSE

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HOUSE

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HOUSE

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DUPLEX APARTMENTS

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HOUSE

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HOUSE

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LINE OF CLEAN-OUTS

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Cameron County Water Control and Improvement District #6 Main Canal

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water well

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Septic Tank

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R E S A C A D E L A P A L M A

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5+00

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water well

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water well

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10 Ft. Additional R.O.W.

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10 Ft. Utility Easement

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N:16511131.43

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E:1295416.03

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N:16510042.57

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E:1294674.39

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N:16511865.19

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E:1294594.82

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LOT 7

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LOT 6

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20 Ft. Wide Ingress and Egress Easement (Volume 977, Page 101, Official Records)

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LOT 5

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LOT 4

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LOT 3

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LOT 2

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LOT 1

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TORRES ROAD (40 ft. r.o.w.)

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asphalt drive

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mailboxes

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mailboxes

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mailbox

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HOUSE

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HOUSE

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WV

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WV

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WV

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D

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Y

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H

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WV

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fire hydrant

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water valves

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water valve

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water valve

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edge of asphalt

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caliche road

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guardrail with concrete base

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50.0'

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37.5'

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37.5'

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LOT 4

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EXISTING RCP STA. 13+53 Top of 18" RCP El:35.31'

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gas regulator

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W

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W

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W

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W

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W

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W

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W

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W

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W

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BLANKET CP&L EASEMENT OVER LOTS 2, 3 & 4, BLOCK 10 SAN BENITO-BROWNSVILLE 69KV LINE (VOLUME 541, PAGE 71 DEED RECORDS)

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LOT 3

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CENTERLINE 75 FT. CP&L EASEMENT AND ROW LA PALMA-MILITARY HIGHWAY LINE (VOLUME 1386, PAGE 775 DEED RECORDS)

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WATER WELL

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SEPTIC TANK

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100.0' RIGHT-OF-WAY

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Torres Subdivision (Volume 32, Page 19, Map Records)

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UNABLE TO LOCATE SEPTIC TANK

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Existing 16" PVC waterline per BPUB records

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Water Faucet (unable to locate water well)

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Septic Tank

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Guardrail with concrete base

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Septic Tank

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Septic Tank

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High bank

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Asphalt Road

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High bank

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Toe of slope

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Concrete headwall

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Block 10, Villanueva Subdivision (Volume 11, Page 66, Map Records)

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road ditch

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Fence

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Septic Tank

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Concrete headwall

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Asphalt Road

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20.0'

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20.0'

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EXISTING SEPTIC TANK

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TORRES ROAD (40' R.O.W.)

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High Bank

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asphalt drive

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Water Well

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asphalt drive

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asphalt drive

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asphalt drive

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caliche drive

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caliche drive

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asphalt drive

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asphalt drive

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LOT 2

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LOT 3

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LOT 4

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W

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LOT 6

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W

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W

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Approved by:

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Designed by:

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Scale:

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SHEET

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Checked by:

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Drawn by:

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Project #:

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Date: July 2020

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OF

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M. Anzaldua

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Aurelio Hernandez

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A. Resendez, P.E.

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-----

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3

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6

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OVERALL LAYOUT PLAN

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SCALE: 1" = 40'

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0

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40

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80

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120

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SCALE: 1"=100'

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OVERALL LAYOUT PLAN

MAnzaldua

Text Box

AUGUST 06, 2020

MAnzaldua

Text Box

AS SHOWN

MAnzaldua

Text Box


MAnzaldua

Text Box

BID #: 047-20

U.S

. HIG

HW

AY

281

Found 1/2"Iron Pin

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00



10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

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5+00

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38.0

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40.0

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37.7

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37.1

AutoCAD SHX Text

37.4

AutoCAD SHX Text

37.2

AutoCAD SHX Text

36.7

AutoCAD SHX Text

36.7

AutoCAD SHX Text

37.4

AutoCAD SHX Text

36.9

AutoCAD SHX Text

37.0

AutoCAD SHX Text

37.2

AutoCAD SHX Text

36.7

AutoCAD SHX Text

37.3

AutoCAD SHX Text

37.2

AutoCAD SHX Text

37.3

AutoCAD SHX Text

39.52

AutoCAD SHX Text

39.49

AutoCAD SHX Text

39.20

AutoCAD SHX Text

39.04

AutoCAD SHX Text

39.56

AutoCAD SHX Text

39.54

AutoCAD SHX Text

39.29

AutoCAD SHX Text

38.94

AutoCAD SHX Text

38.83

AutoCAD SHX Text

39.60

AutoCAD SHX Text

38.39

AutoCAD SHX Text

38.76

AutoCAD SHX Text

38.80

AutoCAD SHX Text

38.49

AutoCAD SHX Text

38.74

AutoCAD SHX Text

38.70

AutoCAD SHX Text

38.84

AutoCAD SHX Text

38.98

AutoCAD SHX Text

39.02

AutoCAD SHX Text

39.30

AutoCAD SHX Text

39.21

AutoCAD SHX Text

39.04

AutoCAD SHX Text

39.45

AutoCAD SHX Text

39.37

AutoCAD SHX Text

39.06

AutoCAD SHX Text

39.21

AutoCAD SHX Text

39.51

AutoCAD SHX Text

39.56

AutoCAD SHX Text

39.74

AutoCAD SHX Text

39.68

AutoCAD SHX Text

39.39

AutoCAD SHX Text

39.55

AutoCAD SHX Text

39.97

AutoCAD SHX Text

39.96

AutoCAD SHX Text

40.20

AutoCAD SHX Text

40.11

AutoCAD SHX Text

39.75

AutoCAD SHX Text

39.70

AutoCAD SHX Text

39.86

AutoCAD SHX Text

40.06

AutoCAD SHX Text

39.90

AutoCAD SHX Text

39.76

AutoCAD SHX Text

39.54

AutoCAD SHX Text

39.80

AutoCAD SHX Text

39.69

AutoCAD SHX Text

39.32

AutoCAD SHX Text

39.40

AutoCAD SHX Text

39.60

AutoCAD SHX Text

39.76

AutoCAD SHX Text

39.79

AutoCAD SHX Text

39.77

AutoCAD SHX Text

39.45

AutoCAD SHX Text

39.89

AutoCAD SHX Text

39.88

AutoCAD SHX Text

39.71

AutoCAD SHX Text

39.89

AutoCAD SHX Text

39.94

AutoCAD SHX Text

39.77

AutoCAD SHX Text

39.55

AutoCAD SHX Text

39.74

AutoCAD SHX Text

39.54

AutoCAD SHX Text

39.39

AutoCAD SHX Text

39.39

AutoCAD SHX Text

39.19

AutoCAD SHX Text

39.13

AutoCAD SHX Text

41.24

AutoCAD SHX Text

41.30

AutoCAD SHX Text

41.17

AutoCAD SHX Text

41.22

AutoCAD SHX Text

41.30

AutoCAD SHX Text

37.7

AutoCAD SHX Text

37.7

AutoCAD SHX Text

37.4

AutoCAD SHX Text

37.2

AutoCAD SHX Text

36.6

AutoCAD SHX Text

37.4

AutoCAD SHX Text

37.0

AutoCAD SHX Text

37.2

AutoCAD SHX Text

37.0

AutoCAD SHX Text

36.3

AutoCAD SHX Text

36.9

AutoCAD SHX Text

36.5

AutoCAD SHX Text

36.5

AutoCAD SHX Text

37.0

AutoCAD SHX Text

36.2

AutoCAD SHX Text

37.6

AutoCAD SHX Text

38.6

AutoCAD SHX Text

39.0

AutoCAD SHX Text

38.4

AutoCAD SHX Text

38.3

AutoCAD SHX Text

38.1

AutoCAD SHX Text

38.2

AutoCAD SHX Text

38.7

AutoCAD SHX Text

38.6

AutoCAD SHX Text

38.5

AutoCAD SHX Text

38.6

AutoCAD SHX Text

38.6

AutoCAD SHX Text

38.0

AutoCAD SHX Text

37.9

AutoCAD SHX Text

37.9

AutoCAD SHX Text

38.2

AutoCAD SHX Text

37.8

AutoCAD SHX Text

edge of asphalt

AutoCAD SHX Text

caliche road

AutoCAD SHX Text

guardrail with concrete base

AutoCAD SHX Text

50.0'

AutoCAD SHX Text

40.1

AutoCAD SHX Text

39.3

AutoCAD SHX Text

39.0

AutoCAD SHX Text

38.9

AutoCAD SHX Text

40.6

AutoCAD SHX Text

40.4

AutoCAD SHX Text

40.9

AutoCAD SHX Text

38.9

AutoCAD SHX Text

37.7

AutoCAD SHX Text

40.6

AutoCAD SHX Text

40.0

AutoCAD SHX Text

39.44

AutoCAD SHX Text

39.48

AutoCAD SHX Text

39.42

AutoCAD SHX Text

39.69

AutoCAD SHX Text

39.95

AutoCAD SHX Text

39.66

AutoCAD SHX Text

39.55

AutoCAD SHX Text

39.64

AutoCAD SHX Text

39.71

AutoCAD SHX Text

39.49

AutoCAD SHX Text

39.66

AutoCAD SHX Text

40.21

AutoCAD SHX Text

39.58

AutoCAD SHX Text

40.05

AutoCAD SHX Text

40.07

AutoCAD SHX Text

39.62

AutoCAD SHX Text

39.58

AutoCAD SHX Text

39.54

AutoCAD SHX Text

39.87

AutoCAD SHX Text

39.99

AutoCAD SHX Text

41.23

AutoCAD SHX Text

40.97

AutoCAD SHX Text

40.99

AutoCAD SHX Text

40.98

AutoCAD SHX Text

40.98

AutoCAD SHX Text

41.01

AutoCAD SHX Text

41.00

AutoCAD SHX Text

40.95

AutoCAD SHX Text

39.58

AutoCAD SHX Text

39.52

AutoCAD SHX Text

41.14

AutoCAD SHX Text

gas regulator

AutoCAD SHX Text

100.0' RIGHT-OF-WAY

AutoCAD SHX Text

Existing 16" PVC waterline per BPUB records

AutoCAD SHX Text

PROPOSED STA. 1+53.60 (2)-8" 45° BEND(1)-8" GATE VALVE

AutoCAD SHX Text

Guardrail with concrete base

AutoCAD SHX Text

High bank

AutoCAD SHX Text

High bank

AutoCAD SHX Text

Toe of slope

AutoCAD SHX Text

Concrete headwall

AutoCAD SHX Text

Concrete headwall

AutoCAD SHX Text

Asphalt Road

AutoCAD SHX Text

20.0'

AutoCAD SHX Text

20.0'

AutoCAD SHX Text


AutoCAD SHX Text

TORRES ROAD (40' R.O.W.)

AutoCAD SHX Text

PROPOSED STA. 6+43 (1)-8 x 6" TEE (1)-FIRE HYDRANT W/VALVE

AutoCAD SHX Text

PROPOSED 847LF-8" PVC DR-25 PIPE

AutoCAD SHX Text

PROPOSED TIE-IN STA. 1+20 (1)-16X8" TAPPING SLEEVE (1)-8" 90° BEND

AutoCAD SHX Text


AutoCAD SHX Text

asphalt road

AutoCAD SHX Text

39.00

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

water well

AutoCAD SHX Text

R E S A C A D E L A P A L M A

AutoCAD SHX Text

40.0

AutoCAD SHX Text

39.5

AutoCAD SHX Text

39.8

AutoCAD SHX Text

39.5

AutoCAD SHX Text

39.6

AutoCAD SHX Text

39.8

AutoCAD SHX Text

39.7

AutoCAD SHX Text

39.7

AutoCAD SHX Text

39.7

AutoCAD SHX Text

40.1

AutoCAD SHX Text

40.6

AutoCAD SHX Text

39.7

AutoCAD SHX Text

39.3

AutoCAD SHX Text

39.1

AutoCAD SHX Text

39.3

AutoCAD SHX Text

39.4

AutoCAD SHX Text

39.5

AutoCAD SHX Text

39.4

AutoCAD SHX Text

39.6

AutoCAD SHX Text

39.7

AutoCAD SHX Text

40.1

AutoCAD SHX Text

37.3

AutoCAD SHX Text

37.3

AutoCAD SHX Text

37.5

AutoCAD SHX Text

37.1

AutoCAD SHX Text

34.8

AutoCAD SHX Text

39.34

AutoCAD SHX Text

39.32

AutoCAD SHX Text

39.06

AutoCAD SHX Text

39.56

AutoCAD SHX Text

39.55

AutoCAD SHX Text

39.74

AutoCAD SHX Text

39.80

AutoCAD SHX Text

39.68

AutoCAD SHX Text

39.37

AutoCAD SHX Text

39.24

AutoCAD SHX Text

39.60

AutoCAD SHX Text

39.59

AutoCAD SHX Text

39.82

AutoCAD SHX Text

39.83

AutoCAD SHX Text

39.49

AutoCAD SHX Text

39.90

AutoCAD SHX Text

39.97

AutoCAD SHX Text

39.80

AutoCAD SHX Text

39.71

AutoCAD SHX Text

39.94

AutoCAD SHX Text

39.86

AutoCAD SHX Text

39.78

AutoCAD SHX Text

39.78

AutoCAD SHX Text

39.49

AutoCAD SHX Text

39.97

AutoCAD SHX Text

40.02

AutoCAD SHX Text

39.82

AutoCAD SHX Text

40.36

AutoCAD SHX Text

40.63

AutoCAD SHX Text

40.39

AutoCAD SHX Text

33.6

AutoCAD SHX Text

41.0

AutoCAD SHX Text

40.2

AutoCAD SHX Text

41.7

AutoCAD SHX Text

40.7

AutoCAD SHX Text

35.4

AutoCAD SHX Text

42.0

AutoCAD SHX Text

38.2

AutoCAD SHX Text

42.7

AutoCAD SHX Text

43.2

AutoCAD SHX Text

43.5

AutoCAD SHX Text

42.6

AutoCAD SHX Text

43.8

AutoCAD SHX Text

42.6

AutoCAD SHX Text

44.1

AutoCAD SHX Text

42.7

AutoCAD SHX Text

44.1

AutoCAD SHX Text

42.7

AutoCAD SHX Text

43.7

AutoCAD SHX Text

42.8

AutoCAD SHX Text

39.0

AutoCAD SHX Text

38.9

AutoCAD SHX Text

37.9

AutoCAD SHX Text

38.1

AutoCAD SHX Text

38.5

AutoCAD SHX Text

38.1

AutoCAD SHX Text

38.6

AutoCAD SHX Text

40.4

AutoCAD SHX Text

41.4

AutoCAD SHX Text

42.0

AutoCAD SHX Text

42.5

AutoCAD SHX Text

43.1

AutoCAD SHX Text

43.2

AutoCAD SHX Text

43.5

AutoCAD SHX Text

43.8

AutoCAD SHX Text

43.9

AutoCAD SHX Text

43.2

AutoCAD SHX Text

34.7

AutoCAD SHX Text

41.97

AutoCAD SHX Text

41.93

AutoCAD SHX Text

40.72

AutoCAD SHX Text

39.67

AutoCAD SHX Text

39.24

AutoCAD SHX Text

40.82

AutoCAD SHX Text

42.62

AutoCAD SHX Text

42.79

AutoCAD SHX Text

40.80

AutoCAD SHX Text

41.08

AutoCAD SHX Text

40.88

AutoCAD SHX Text

41.22

AutoCAD SHX Text

41.37

AutoCAD SHX Text

41.15

AutoCAD SHX Text

41.81

AutoCAD SHX Text

41.72

AutoCAD SHX Text

41.51

AutoCAD SHX Text

42.10

AutoCAD SHX Text

41.79

AutoCAD SHX Text

41.73

AutoCAD SHX Text

42.60

AutoCAD SHX Text

42.48

AutoCAD SHX Text

41.76

AutoCAD SHX Text

43.14

AutoCAD SHX Text

43.09

AutoCAD SHX Text

42.53

AutoCAD SHX Text

43.54

AutoCAD SHX Text

43.41

AutoCAD SHX Text

42.98

AutoCAD SHX Text

43.81

AutoCAD SHX Text

43.56

AutoCAD SHX Text

43.12

AutoCAD SHX Text

43.95

AutoCAD SHX Text

43.71

AutoCAD SHX Text

43.18

AutoCAD SHX Text

43.94

AutoCAD SHX Text

43.73

AutoCAD SHX Text

43.2

AutoCAD SHX Text

43.52

AutoCAD SHX Text

43.39

AutoCAD SHX Text

43.14

AutoCAD SHX Text

36.2

AutoCAD SHX Text

35.5

AutoCAD SHX Text

35.4

AutoCAD SHX Text

35.5

AutoCAD SHX Text

34.8

AutoCAD SHX Text

34.9

AutoCAD SHX Text

35.4

AutoCAD SHX Text

31.8

AutoCAD SHX Text

31.8

AutoCAD SHX Text

33.3

AutoCAD SHX Text

35.3

AutoCAD SHX Text

36.4

AutoCAD SHX Text

37.7

AutoCAD SHX Text

38.1

AutoCAD SHX Text

37.3

AutoCAD SHX Text

37.8

AutoCAD SHX Text

37.7

AutoCAD SHX Text

37.4

AutoCAD SHX Text

37.7

AutoCAD SHX Text

37.5

AutoCAD SHX Text

37.4

AutoCAD SHX Text

37.3

AutoCAD SHX Text

37.5

AutoCAD SHX Text

37.8

AutoCAD SHX Text

38.3

AutoCAD SHX Text

37.7

AutoCAD SHX Text

38.4

AutoCAD SHX Text

38.2

AutoCAD SHX Text

38.1

AutoCAD SHX Text

37.8

AutoCAD SHX Text


AutoCAD SHX Text

N:16510042.57

AutoCAD SHX Text

E:1294674.39

AutoCAD SHX Text

LOT 7

AutoCAD SHX Text

20 Ft. Wide Ingress and Egress Easement (Volume 977, Page 101, Official Records)

AutoCAD SHX Text

asphalt drive

AutoCAD SHX Text

38.8

AutoCAD SHX Text

37.5

AutoCAD SHX Text

37.3

AutoCAD SHX Text

37.3

AutoCAD SHX Text

37.0

AutoCAD SHX Text

37.4

AutoCAD SHX Text

37.1

AutoCAD SHX Text

40.4

AutoCAD SHX Text

41.0

AutoCAD SHX Text

40.7

AutoCAD SHX Text

40.3

AutoCAD SHX Text

40.2

AutoCAD SHX Text

40.7

AutoCAD SHX Text

40.6

AutoCAD SHX Text

40.3

AutoCAD SHX Text

38.9

AutoCAD SHX Text

39.0

AutoCAD SHX Text

39.0

AutoCAD SHX Text

37.3

AutoCAD SHX Text

39.1

AutoCAD SHX Text

38.8

AutoCAD SHX Text

38.9

AutoCAD SHX Text

39.1

AutoCAD SHX Text

38.7

AutoCAD SHX Text

38.4

AutoCAD SHX Text

38.4

AutoCAD SHX Text

38.5

AutoCAD SHX Text

38.7

AutoCAD SHX Text

39.7

AutoCAD SHX Text

39.0

AutoCAD SHX Text

40.3

AutoCAD SHX Text

41.5

AutoCAD SHX Text

EXISTING RCP STA. 13+53 Top of 18" RCP El:35.31'

AutoCAD SHX Text

W

AutoCAD SHX Text

PROPOSED DOUBLE WATER SERVICE AND METER SEE WATER DETAILS

AutoCAD SHX Text

Septic Tank

AutoCAD SHX Text

Septic Tank

AutoCAD SHX Text


AutoCAD SHX Text

High bank

AutoCAD SHX Text

Asphalt Road

AutoCAD SHX Text


AutoCAD SHX Text

PROPOSED STA. 11+48 (1) - 8" x 6" TEE (1)-FIRE HYDRANT W/VALVE

AutoCAD SHX Text

asphalt drive

AutoCAD SHX Text

Water Well

AutoCAD SHX Text

PROPOSED STA. 16+25 (1)-8" x 6" TEE (1)-FIRE HYDRANT W/VALVE

AutoCAD SHX Text


AutoCAD SHX Text

EXISTING OBSTRUCTION SEE WATER DETAILS SHEET 6

AutoCAD SHX Text

W

AutoCAD SHX Text


AutoCAD SHX Text

EXISTING OBSTRUCTION SEE WATER DETAILS AND BACKFILL EXISTING VOID SEE SHEET 6

AutoCAD SHX Text

PROPOSED ASPHALT REPAIR

AutoCAD SHX Text

Approved by:

AutoCAD SHX Text

Designed by:

AutoCAD SHX Text

Scale:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

Checked by:

AutoCAD SHX Text

Drawn by:

AutoCAD SHX Text

Project #:

AutoCAD SHX Text

Date: July 2020

AutoCAD SHX Text

OF

AutoCAD SHX Text

M. Anzaldua

AutoCAD SHX Text

Aurelio Hernandez

AutoCAD SHX Text


AutoCAD SHX Text

A. Resendez, P.E.

AutoCAD SHX Text

-----

AutoCAD SHX Text


AutoCAD SHX Text

4

AutoCAD SHX Text

6

AutoCAD SHX Text

PLAN AND PROFILE STA. 1+00 TO STA. 20+00

AutoCAD SHX Text

SCALE: 1"=40'

AutoCAD SHX Text

STA. 1+00 to STA. 10+00

AutoCAD SHX Text

SCALE: 1"=40'

AutoCAD SHX Text

STA. 10+00 to STA. 20+00

AutoCAD SHX Text

MATCHLINE STA.10+00

AutoCAD SHX Text

MATCHLINE STA. 10+00

AutoCAD SHX Text


AutoCAD SHX Text

SCALE: 1" = 40'

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

80

AutoCAD SHX Text

120

AutoCAD SHX Text

SCALE: 1" = 40'

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

80

AutoCAD SHX Text

120

AutoCAD SHX Text

CONNECTION DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

PROPOSED (2) - 8" 45° BEND

AutoCAD SHX Text

PROPOSED (1) - 8" VALVE W/ BOX

AutoCAD SHX Text

EXIST. 16" WTR LINE

MAnzaldua

Text Box

AUGUST 06, 2020

MAnzaldua

Text Box

AS SHOWN

MAnzaldua

Text Box


MAnzaldua

Text Box

BID #: 047-20

spindle set in asphalt


Found 1/2"

Iron Pin Found 1/2"

Iron Pin

Found 1/2"

Iron Pin

Found 1/2"

Iron Pin

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APPARENT OWNER: Herlinda Pena and Estate of Reynaldo Pena

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AutoCAD SHX Text

high bank

AutoCAD SHX Text

road ditch

AutoCAD SHX Text

road ditch

AutoCAD SHX Text

asphalt road

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

DUPLEX APARTMENTS

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

LINE OF CLEAN-OUTS

AutoCAD SHX Text


AutoCAD SHX Text

43.2

AutoCAD SHX Text

42.7

AutoCAD SHX Text

43.0

AutoCAD SHX Text

42.3

AutoCAD SHX Text

42.7

AutoCAD SHX Text

41.7

AutoCAD SHX Text

42.5

AutoCAD SHX Text

41.5

AutoCAD SHX Text

42.3

AutoCAD SHX Text

40.4

AutoCAD SHX Text

42.3

AutoCAD SHX Text

41.3

AutoCAD SHX Text

42.4

AutoCAD SHX Text

41.5

AutoCAD SHX Text

36.9

AutoCAD SHX Text

42.3

AutoCAD SHX Text

39.9

AutoCAD SHX Text

38.3

AutoCAD SHX Text

42.3

AutoCAD SHX Text

40.4

AutoCAD SHX Text

39.7

AutoCAD SHX Text

42.1

AutoCAD SHX Text

41.9

AutoCAD SHX Text

39.8

AutoCAD SHX Text

41.9

AutoCAD SHX Text

39.5

AutoCAD SHX Text

42.1

AutoCAD SHX Text

42.3

AutoCAD SHX Text

40.9

AutoCAD SHX Text

37.4

AutoCAD SHX Text

42.6

AutoCAD SHX Text

40.8

AutoCAD SHX Text

37.2

AutoCAD SHX Text

42.7

AutoCAD SHX Text

40.6

AutoCAD SHX Text

42.8

AutoCAD SHX Text

39.4

AutoCAD SHX Text

42.5

AutoCAD SHX Text

39.3

AutoCAD SHX Text

37.0

AutoCAD SHX Text

42.5

AutoCAD SHX Text

39.8

AutoCAD SHX Text

40.4

AutoCAD SHX Text

42.3

AutoCAD SHX Text

36.0

AutoCAD SHX Text

35.9

AutoCAD SHX Text

36.2

AutoCAD SHX Text

36.4

AutoCAD SHX Text

36.7

AutoCAD SHX Text

40.4

AutoCAD SHX Text

39.7

AutoCAD SHX Text

39.6

AutoCAD SHX Text

38.6

AutoCAD SHX Text

38.0

AutoCAD SHX Text

38.2

AutoCAD SHX Text

38.5

AutoCAD SHX Text

38.3

AutoCAD SHX Text

38.2

AutoCAD SHX Text

37.9

AutoCAD SHX Text

37.6

AutoCAD SHX Text

38.2

AutoCAD SHX Text

42.6

AutoCAD SHX Text

42.4

AutoCAD SHX Text

42.1

AutoCAD SHX Text

41.6

AutoCAD SHX Text

41.9

AutoCAD SHX Text

41.9

AutoCAD SHX Text

41.4

AutoCAD SHX Text

41.4

AutoCAD SHX Text

41.6

AutoCAD SHX Text

41.6

AutoCAD SHX Text

41.5

AutoCAD SHX Text

41.6

AutoCAD SHX Text

41.6

AutoCAD SHX Text

41.7

AutoCAD SHX Text

42.0

AutoCAD SHX Text

42.3

AutoCAD SHX Text

42.0

AutoCAD SHX Text

41.9

AutoCAD SHX Text

41.6

AutoCAD SHX Text

41.5

AutoCAD SHX Text

38.1

AutoCAD SHX Text

37.0

AutoCAD SHX Text

36.7

AutoCAD SHX Text

41.58

AutoCAD SHX Text

41.12

AutoCAD SHX Text

39.09

AutoCAD SHX Text

39.19

AutoCAD SHX Text

41.04

AutoCAD SHX Text

41.71

AutoCAD SHX Text

41.26

AutoCAD SHX Text

41.25

AutoCAD SHX Text

40.02

AutoCAD SHX Text

38.69

AutoCAD SHX Text

38.43

AutoCAD SHX Text

40.05

AutoCAD SHX Text

41.59

AutoCAD SHX Text

42.04

AutoCAD SHX Text

41.43

AutoCAD SHX Text

39.46

AutoCAD SHX Text

38.05

AutoCAD SHX Text

38.10

AutoCAD SHX Text

40.59

AutoCAD SHX Text

41.35

AutoCAD SHX Text

41.76

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42.23

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41.23

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37.94

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37.83

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40.05

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42.22

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40.85

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39.28

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38.24

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38.26

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39.59

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41.71

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42.42

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42.13

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43.20

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43.15

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42.94

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42.93

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42.58

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42.72

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42.60

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42.15

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42.51

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42.27

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41.83

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42.24

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42.10

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41.67

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42.38

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42.21

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41.86

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42.33

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42.12

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41.87

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42.36

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42.20

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41.85

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42.26

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42.11

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41.59

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42.22

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42.03

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41.71

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41.07

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39.49

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42.02

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41.90

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41.61

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42.05

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41.90

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41.43

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42.13

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42.13

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41.67

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40.42

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38.96

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42.29

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42.28

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41.99

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42.60

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42.55

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42.12

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42.73

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42.71

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42.20

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42.69

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42.74

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42.27

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42.53

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42.47

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41.85

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42.53

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42.46

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42.31

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42.54

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42.45

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42.24

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34.8

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34.2

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32.6

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32.2

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31.7

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32.5

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31.5

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32.7

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32.5

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32.9

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31.9

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30.4

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30.2

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32.4

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38.6

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39.0

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38.8

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38.7

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39.2

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38.0

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38.6

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38.2

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38.3

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37.7

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37.9

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37.3

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36.9

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37.4

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36.9

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37.1

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37.0

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37.4

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water well

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water well

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LOT 7

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LOT 6

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TORRES ROAD (40 ft. r.o.w.)

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37.3

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40.7

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37.1

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37.4

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36.9

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36.9

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39.8

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40.4

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39.4

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37.5

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37.0

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36.7

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37.6

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37.9

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38.1

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39.3

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39.9

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39.3

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38.6

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37.1

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37.0

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37.3

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38.3

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39.7

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40.1

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40.4

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40.7

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38.9

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37.9

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37.6

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37.7

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37.9

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38.4

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39.5

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41.1

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40.7

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39.9

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38.7

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38.3

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38.0

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37.8

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38.2

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38.9

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39.2

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39.5

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39.9

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39.8

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39.9

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38.5

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38.3

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37.6

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37.6

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37.6

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36.9

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36.7

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40.0

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40.4

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40.5

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42.1

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mailboxes

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mailboxes

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mailbox

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W

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W

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W

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W

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W

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W

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PROPOSED DOUBLE WATER SERVICE AND METER SEE WATER DETAILS

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PROPOSED SINGLE WATER SERVICE AND METER SEE WATER DETAILS

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WATER WELL

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SEPTIC TANK

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High Bank

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asphalt drive

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asphalt drive

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asphalt drive

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caliche drive

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caliche drive

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asphalt drive

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asphalt drive

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W

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W

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PROPOSED STA. 30+75 (1)-8" GATE VALVE SEE WATER DETAILS

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asphalt drive

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PROPOSED 1157LF-8" PVC DR-25

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37.0

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40.4

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42.0

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30.2

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35.6

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35.7

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36.1

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35.8

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35.9

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36.1

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35.8

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36.0

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36.0

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36.1

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36.0

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36.1

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35.5

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35.9

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35.9

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36.0

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35.8

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36.0

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35.8

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35.9

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36.0

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36.1

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35.9

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36.3

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35.8

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36.2

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36.0

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36.1

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35.8

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36.1

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35.8

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36.0

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35.4

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35.9

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35.9

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35.9

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36.1

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35.8

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36.1

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36.0

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35.8

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35.9

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36.0

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35.8

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35.9

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36.2

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36.4

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36.7

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37.2

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36.1

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35.5

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35.4

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35.6

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35.6

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35.5

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35.4

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35.4

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35.4

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35.4

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35.3

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35.4

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35.4

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35.5

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35.3

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35.3

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35.3

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35.3

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35.1

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35.2

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35.3

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35.3

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35.3

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35.5

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35.2

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35.3

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35.4

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35.3

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35.5

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35.5

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35.4

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35.5

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35.4

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35.2

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35.3

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35.3

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35.5

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35.5

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35.3

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35.6

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35.7

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35.6

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38.1

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37.0

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36.9

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36.2

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36.7

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35.8

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35.4

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36.0

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35.4

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35.2

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35.7

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35.8

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35.3

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35.7

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35.5

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35.9

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35.3

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35.2

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35.5

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35.6

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35.2

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35.4

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35.6

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35.5

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35.6

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35.6

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35.4

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35.5

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35.6

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35.6

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35.5

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35.5

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35.5

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35.6

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35.5

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35.7

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35.3

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35.5

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35.6

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35.2

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35.5

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35.4

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35.3

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35.2

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37.83

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38.24

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38.26

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42.13

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41.76

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37.73

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37.87

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38.90

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41.93

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42.14

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41.98

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40.93

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38.89

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37.92

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41.85

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41.99

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42.20

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37.40

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37.40

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36.53

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36.63

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36.41

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36.52

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36.47

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36.32

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36.26

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36.28

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36.10

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36.29

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35.94

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36.12

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35.99

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35.94

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35.91

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36.09

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36.04

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35.91

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36.08

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36.21

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36.11

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35.99

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36.05

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36.07

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36.09

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36.00

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36.06

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36.02

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36.18

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36.01

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35.99

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36.23

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36.13

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36.09

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36.08

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36.24

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36.16

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35.99

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36.10

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36.13

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36.14

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36.18

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36.33

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36.48

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36.33

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36.39

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36.34

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36.30

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36.44

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31.9

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30.4

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30.2

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32.4

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33.2

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35.1

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35.4

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36.3

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35.9

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35.2

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35.0

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34.9

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35.4

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35.2

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35.0

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34.8

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35.1

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34.8

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34.9

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34.8

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35.3

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35.3

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34.8

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34.8

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35.4

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35.1

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35.0

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34.8

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35.2

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35.1

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34.7

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34.7

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35.4

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35.1

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34.8

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34.9

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35.2

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35.1

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35.2

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34.6

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35.2

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35.1

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34.9

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34.7

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35.3

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35.5

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34.7

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N:16511865.19

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E:1294594.82

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40.5

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39.4

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37.5

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38.8

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39.8

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40.4

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37.5

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37.0

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36.7

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37.6

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37.9

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38.1

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37.0

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HOUSE

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HOUSE

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37.6

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37.7

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37.6

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37.5

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36.9

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35.9

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36.5

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36.8

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36.7

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35.1

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37.5'

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37.5'

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W

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W

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STA. 41+57 DEAD END BLOW OFF SEE WATER DETAILS

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BLANKET CP&L EASEMENT OVER LOTS 2, 3 & 4, BLOCK 10 SAN BENITO-BROWNSVILLE 69KV LINE (VOLUME 541, PAGE 71 DEED RECORDS)

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CENTERLINE 75 FT. CP&L EASEMENT AND ROW LA PALMA-MILITARY HIGHWAY LINE (VOLUME 1386, PAGE 775 DEED RECORDS)

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road ditch

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Fence

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Septic Tank

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PROPOSED STA. 36+00 (1)-8 x 6" TEE (1)-FIRE HYDRANT W/VALVE. 30' LF OF FENCE TO BE ADJUST WITH SAME MATERIAL

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EXISTING SEPTIC TANK

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PROPOSED STA. 30+12 (1)-8" GATE VALVE (1)-8" x 8" TEE (2)-8" 90° BEND(1)-DEAD END BLOW OFF VALVE SEE WATER DETAILS

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asphalt drive

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asphalt drive

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LOT 2

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LOT 3

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LOT 4

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PROPOSED STA. 30+75 (1)-8" GATE VALVE SEE WATER DETAILS

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PROPOSED 20LF CONCRETE CAP

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PROPOSED 1,150 LF OF FENCE SEE FENCE DETAIL

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20FT BPUB UTILITY EASEMENT BY SEPARATE INSTRUMENT

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EXISTING FENCE TO BE REMOVED (SEE NOTE 8).

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Approved by:

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Designed by:

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Scale:

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SHEET

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Checked by:

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Drawn by:

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Project #:

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Date: July 2020

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OF

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M. Anzaldua

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Aurelio Hernandez

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A. Resendez, P.E.

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-----

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5

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6

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PLAN AND PROFILE STA. 20+00 TO END

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SCALE: 1" = 40'

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STA. 20+00 to STA. 30+00

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SCALE: 1" = 40'

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STA. 30+00 to END

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SCALE: 1" = 40'

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0

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40

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80

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120

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SCALE: 1" = 40'

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0

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40

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80

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120

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FENCE DETAIL

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NOT TO SCALE

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CONCRETE CAP DETAIL

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3000 PSI CONCRETE CLASS A 6'' X 6'' W1.4 X W1.4 WELDED WIRE FABRIC WITH 3" SAND CUSHION.

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NOTE: 1. RELOCATE AND REPLACE SHALL INCLUDE THE FURNISHING AND RELOCATE AND REPLACE SHALL INCLUDE THE FURNISHING AND INSTALLING ALL FENCING MATERIALS, INCLUDING LABOR, TOOLS, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK 2. TREATMENT MAY BE IN THE 0 TO 1" ZONE: TREATMENT MAY BE IN THE 0 TO 1" ZONE: a. CROSOTE (AWPA P1) 8# / cu. ft b. PENTA-CHLOROPHENOL (AWPA P8 & P9) 0.4# / cu. ft c. aca, cca (awpa p5) 0.4# / cu. ft 3. PULL POST ASSEMBLIES SHALL NOT EXCEED 1000 FEET. PULL POST ASSEMBLIES SHALL NOT EXCEED 1000 FEET. 4. FENCE POST SHALL BE 3.75-in x 3.75-in x 6-ft PRESSURE FENCE POST SHALL BE 3.75-in x 3.75-in x 6-ft PRESSURE TREATED PINE WOOD. ROUND POST MAY BE USED IN LIEU OF SQUARE POSTS PROVIDED THEY MEET THE SAME REQUIREMENTS AS NOTED WITHIN. 5. BARB WIRE TO BE FASTENED WITH 1-3/4 " ZINC-ALUMINUM BARB WIRE TO BE FASTENED WITH 1-3/4 " ZINC-ALUMINUM COATED 9 GA FENCING STAPLES. 6. FENCE STAYS SHALL BE 42" E-Z LOCK 9.5 GAUGE WIRE DIAMETER FENCE STAYS SHALL BE 42" E-Z LOCK 9.5 GAUGE WIRE DIAMETER AND A CLASS 3 GALVANIZED FINISH 7. EXISTING CROSS FENCES SHALL BE CONNECTED TO THE NEW EXISTING CROSS FENCES SHALL BE CONNECTED TO THE NEW FENCE. 8. EXISTING FENCE TO BE SALVAGED AND STOCKPILED NEATLY IN EXISTING FENCE TO BE SALVAGED AND STOCKPILED NEATLY IN AREA DESIGNATED BY OWNER.

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LIVESTOCK FENCE SECTION

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4 WIRE, 4 PT - SINGLE APRON 12.5 GA. BARBED WIRE

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QUIKRETE 80 LB. CONCRETE MIX 4000 PSI CONCRETE

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42" GALVANIZED FENCE STAY

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Proposed 8" TEE

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Proposed (2) - 8" 90 Bend

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Proposed (1) - 8" Valve w/ Box

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Proposed 20 LF Concrete cap centered over pipe w/6 "x 6" Wire mesh

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CONNECTION DETAIL

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NOT TO SCALE

MAnzaldua

Text Box

AUGUST 06, 2020

MAnzaldua

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AS SHOWN

MAnzaldua

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MAnzaldua

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BID #: 047-20

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3' MIN.

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3' MIN.

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10'-15' NON-FENCE

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R.O.W.

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W

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V

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3"

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3"

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NOT TO SCALE

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TYPICAL LONG SERVICE

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FOR WATER

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FOR VALVES

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DETAIL "A"

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THRUST BLOCK DETAILS

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NOT TO SCALE

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FOR ELECTRICAL

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E

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3"

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CONDUIT

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R.O.W.

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3'

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3'

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NOT TO SCALE

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SERVICE MARKING FOR NO CURB

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FIRE HYDRANT

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VALVE & BOX

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NO. 3 REBAR TIEDOWN

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NOT TO SCALE

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FINISHED GRADE

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MAIN

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18" MIN

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6"

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48" MIN

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COVER

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6"

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6"

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POLYETHYLENE (PEX) PIPE

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3' MIN.

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TEFLON BALL CURB STOP

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R.O.W

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DETAIL "A"

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W

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3"

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FOR WATER

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TYPICAL SHORT SERVICE

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NOT TO SCALE

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PROPERTY

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LOT 2

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TYPICAL DOUBLE SERVICE CONNECTION

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3/4" TEFLON BALL CURB STOP

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"Y" Branch

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3/4" PEX PIPE

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LOT 1

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LINE

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NOT TO SCALE

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72"

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3'

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3'

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MARK CURB W/ "E" FOR ELECTRICAL CONDUIT BRANDING IRON WILL BE FURNISHED AND PROVIDED BY CONTRACTOR SEE DETAILS "A"

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NOTE: FLANGE TO FLANGE TEE & VALVE

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PVC PIPE CASING & SKIDS

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CASING

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NOT TO SCALE

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POSITION BRACE

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A

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6" MIN.

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6" MIN.

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6" MIN.

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6" MIN.

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EXISTING BASE

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6" MIN.

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TYPICAL PIPE BEDDING AND

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NOT TO SCALE

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TRENCH BACKFILL DETAIL

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D

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E

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A

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B

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C

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D

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E

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B

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C

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UTILITY EASEMENT

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R.O.W.

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10' NON-FENCE

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UTILITY EASEMENT

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MJ

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FLANGE

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NO. 3 REBAR TIEDOWNS

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DISTURBED SOIL

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UNDISTURBED

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SOIL

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VERTICAL VIEW

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TOP VIEW

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TOP VIEW

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TOP VIEW

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TOP VIEW

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TOP VIEW

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TOP VIEW

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TEMP: DEAD END BLOWOFF

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NOT TO SCALE

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NATURAL GROUND

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CONCRETE THRUST BLOCK

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NOTE: WATER USAGE FOR ALL INITIAL TESTING WILL NOT BE BILLED TO THE CONTRACTOR. ANY RE-TESTING NEEDED WILL BE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING PAYMENT OF ADDITIONAL WATER NEEDED. CONTRACTOR WILL BE ALLOWED TO FLUSH THE WATERLINE INITIALLY FOR A MAXIMUM OF 12-24 HRS. OR AS DETERMINED BY THE ENGINEER. IF FLUSHING IS DETERMINED TO BE LONGER, THE ENGINEER WILL BE REQUIRED TO SUPPLY THE PROPER DOCUMENTATION AND CALCULATIONS TO SUPPORT SUCH FINDINGS. AMOUNT OF FLOW TO BE USED FOR FLUSHING WILL BE MONITORED AND REGULATED BY THE BPUB INSPECTORS. CONTRACTOR WILL NOT BE ALLOWED TO TIE-IN TO EXISTING WATER LINE UNTIL ALL TEST ON NEW LINES HAVE BEEN COMPLETED AND APPROVED.

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METHOD FOR FILLING AND

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FLUSHING NEW WATER LINES

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NEW WATER MAIN

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NOT TO SCALE

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2" LINE FOR FILLING NEW MAIN

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REDUCE PRESSURE PRINCIPLE ASSEMBLY (RP) WITH WATER METER (ABOVE GROUND). IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE RP TESTED BY A STATE QUALIFIED TESTER BEFORE EACH USE. PROPER DOCUMENTATION ON TEST SHALL BE PRESENTED TO INSPECTORS PRIOR TO FILLING OF LINES.

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PLUG W/THRUST BLOCK

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2" GATE VALVE W/VALVE BOX

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USE PSI RANGER II CASING SPACER OR APPROVED EQUAL 20 LF JOINT - 5 EACH 13 LF JOINT - 3 EACH ALL BOLTS FOR SPACERS SHALL BE STAINLESS STEEL

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USE PSI MODEL "C" OR "W" END SEALS

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PVC PIPE

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STEEL CASING

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CABLE

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WOOD CROSS PIECE

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STEEL CASING WALL THICKNESS CHART

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MINIMUM THICKNESS

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DIAMETER OF CASING PIPE

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1/4"

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12" OR LESS

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5/16"

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OVER 12"-18"

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3/8"

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OVER 18"-22"

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7/16"

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OVER 22"-28"

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1/2"

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OVER 28"-34"

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9/16"

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OVER 34"-42"

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5/8"

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OVER 42"-48"

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OVER 48" MUST BE APPROVED BY B.P.U.B. NOTE: THIS CHART IS ONLY FOR SMOOTH STEEL CASING PIPES WITH MINIMUM YIELD STRENGTH OF 35,000 PSI

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NOMINAL PIPE SIZE

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CASING SIZE

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NO. OF SKIDS

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6"

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8"

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12"

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16"

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24"

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20"

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16"

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12"

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5

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4

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4

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4

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24" MAX. BLUE DEFECTABLE METAL TAPE

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12"

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STAMP VALVE SIZES ON CONCRETE PAD

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FRONT VIEW

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RIGHT SIDE VIEW

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2" C.I. RESILIENT GATE VALVE & SERVICE SADDLE

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4x4 TREATED WOOD PROTECTIVE POST PAINTED BLUE

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3' MAX.

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2" GALVANIZED PIPE & FITTING

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PLUGGED

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3" ABOVE FINISH GRADE

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NOT TO SCALE

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ADJUSTMENTS

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OBSTRUCTION

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5/8" THREAT RODS

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ALL AROUND

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NO. 3 REBAR TIEDOWNS

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UNDISTURBED

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SOIL

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DISTURBED SOIL

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MEGA LUGS

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MEGA LUGS

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NOTES ON THRUST BLOCKING

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1. ALL BLOCKING SHALL BE AGAINST UNDISTURBED HAND DUG

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SOIL AND SHALL BE CONCRETE HAVING A MINIMUM 28 DAY

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STRENGTH OF 2000 LBS. PER SQUARE INCH

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.

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2. THRUST CALCULATIONS TO BE BASED ON THRUST DUE TO

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WATER PRESSURE AT 100

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% OF TEST PRESSURE. THRUST = 2 AP SIN

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1/2

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%%C

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WHERE A = AREA OF PIPE, P = WATER PRESSURE,

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%%C

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=

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DEFLECTION ANGLE.

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3. VERTICAL UPLIFT BLOCKS SHALL BE DESIGNED ON THE BASIS

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OF 150 LBS. PER CU. FT. FOR CONCRETE AND SOIL AT 120 LBS. PER

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CU. FT. OVER THE AREAOF BLOCK.

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4. VERTICAL DOWN THRUST BLOCKS SHALL BE DESIGNED ON

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THE BASIS OF 2000 LBS. PER SQ. FT. ALLOWABLE SOIL BEARING

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PRESSURE. DIMENSION MAY BE DECREASED WITH APPROVAL OF

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THE ENGINEER IF MEASURED SOIL CONDITIONS PERMIT. IN POOR

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SOIL CONDITIONS, BLOCK DIMEMSIONS SHALL BE INCREASED IN

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PROPORTION TO ALLOWABLE BEARING VALUE.

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5. THRUST BLOCKS ON HORIZONTAL BENDS, TEES, CROSSES, AND

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REDUCERS SHALL BE SIZED BASED ON 24000 LBS. PER SQ. FT. OF

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BLOCKING SURFACE AREA IN CONTACT WITH UNDISTURBED

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SOIL, BLOCK DIMENSIONS MAY BE DECREASED WITH APPROVAL

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OF THE ENGINEER IF MEASURED SOIL CONDITIONS PERMIT. IN

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POOR SOIL CONDITIONS, BLOCK DIMENSIONS SHALL BE

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INCREASED IN PROPOERTION TO THE ALLOWABLE BEARING

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VALUE.

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6. ALL BLOCKING SHALL HAVE A MINUMUM SOIL COVER OF 1 FT.

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7. ADDITIONAL REINFORCING MAY BE REQUIRED FOR

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HORIZONTAL BLOCKING TO HANDLE UNUSUAL SHEAR LOADING

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CONDITIONS.

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*

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3' MAX

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3' MAX

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ALL MJ FITTINGS WILL REQUIRE RESTRAINERS (MEGA LUGS) WITH THRUST BLOCKS

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CROSSLINKED POLYETHYLENE (PEX) PIPE

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*PROTECTION REQUIREMENTS FOR SANITARY SEWER CROSSINGS (UNLESS VARIANCE IS GRANTED BY THE TCEQ)

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1. CENTER ONE (1) 20-FOOT JOINT OF C-900 PVC DR18, CLASS 150, WATERLINE PIPE OVER SANITARY CENTER ONE (1) 20-FOOT JOINT OF C-900 PVC DR18, CLASS 150, WATERLINE PIPE OVER SANITARY SEWER; 6-INCH ABSOLUTE MINIMUM CLEARANCE. 2. IF NO EVIDENCE OF SANITARY SEWER LEAKAGE, CENTER ONE JOINT OF WATER LINE OVER SANITARY SEWER: IF NO EVIDENCE OF SANITARY SEWER LEAKAGE, CENTER ONE JOINT OF WATER LINE OVER SANITARY SEWER: 24-INCH ABSOLUTE MINIMUM CLEARANCE. IF THE SEWER LINE IS LEAKING, THE SEWER LINE SHALL BE REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS (18 FEET TOTAL) WITH AT LEAST 150 psi PRESSURE- RATED PIPE EMBEDDED IN CEMENT STABILIZED SAN FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. 3. SEWER LINE SHALL BE ENCASED. THE CASING PIPE SHALL BE CONSTRUCTED OF AT LEAST 150 psi SEWER LINE SHALL BE ENCASED. THE CASING PIPE SHALL BE CONSTRUCTED OF AT LEAST 150 psi PRESSURE PIPE CLASS PIPE, AT LEAST 18 FEET LONG. SEALED IN BOTH ENDS WITH CEMENT GROUT OR A MANUFACTURED SEAL. AT LEAST 2 NOMINAL SIZES LARGER THAN THE WASTEWATER COLLECTION PIPE, AN ABSOLUTE MINIMUM SEPARATION OF ONE FOOT BETWEEN WATER LINE AND ENCASEMENT PIPE, OR WATER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON OR STEEL PIPE WITH MECHANICAL OR WELDED JOINTS AS APPROPRIATE. AN ABSOLUTE MINIMUM SEPARATION DISTANCE OF ONE FOOT BETWEEN THE WATER LINE AND WASTEWATER MAIN OR LATERAL SHALL BE PROVIDED. 4. AUGER 9-FEET MINIMUM EACH SIDE OF SANITARY SEWER. PLACE ONE 20-FOOT JOINT OF C900 PVC, 150 AUGER 9-FEET MINIMUM EACH SIDE OF SANITARY SEWER. PLACE ONE 20-FOOT JOINT OF C900 PVC, 150 PSI, CENTERED UNDER SANITARY SEWER. FILL BORED HOLE WITH BENTONITE/CLAY MIXTURE: 2-FOOT ABSOLUTE MINIMUM CLEARANCE OR REPLACE THE EXISTING SANITARY SEWER WITH 150 PSI LINED DUCTILE IRON OR PVC PIPE WITH APPROPRIATE ADAPTERS ON ALL PORTIONS OF THE SANITARY WITHIN 9-FEET OF THE WATER MAIN. 5. WHERE A NEW POTABLE WATER LINE CROSSES A NEW. PRESSURE RATED WASTEWATER MAIN OR LATERAL, WHERE A NEW POTABLE WATER LINE CROSSES A NEW. PRESSURE RATED WASTEWATER MAIN OR LATERAL, ONE SEGMENT OF THE WATER LINE PIPE SHALL BE CENTERED OVER AND SHALL BE PERPENDICULAR TO THE WASTE WATER LINE SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER LINE OF THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATER LINE SHALL BE AT LEAST SIX INCHES ABOVE THE WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE. THE CROSSING SHALL BE CENTERED BETWEEN JOINTS OF THE WASTEWATER MAIN OR LATERAL. THE WASTEWATER PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF AT LEAST 150 psi, THE WASTEWATER MAIN OR LATERAL SHALL EMBEDDED IN CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. 6. IF CLEARANCE IS BETWEEN 2 TO 9-FEET IF CLEARANCE IS BETWEEN 2 TO 9-FEET A.) CENTER A MINIMUM 18-FOOT JOINT OF 150 PSI LINED DUCTILE IRON OR PVC PIPE AT WATER LINE. CENTER A MINIMUM 18-FOOT JOINT OF 150 PSI LINED DUCTILE IRON OR PVC PIPE AT WATER LINE. B.) CEMENT STABILIZED SAND SHALL HAVE A MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT CEMENT STABILIZED SAND SHALL HAVE A MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND MIXTURE, BASED ON LOOSE DRY WEIGHT VOLUME 9AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE WASTEWATER MAIN OR LATERAL. THE USE OF BROWN COLORING IN CEMENT STABILIZED SAND FOR WASTEWATER MAIN OR LATERAL BEDDING IS RECOMMENDED FOR THE IDENTIFICATION OF PRESSURE RATED WASTEWATER MAINS DURING FUTURE CONSTRUCTION.

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NOTE: FIELD MOISTURE TO BE +3 OF OPTIMUM MOISTURE.

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COMPACTED TO 90% STD. PROCTOR DENSITY (MIN.)

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CONTRACTOR SHALL TRIM ASPHALT TO A NEAT STRAIGHT LINE.

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MINIMUM 2" HMAC OR 1/2 THICKNESS OF EXISTING ASPHALT SURFACE, WHICHEVER IS GREATER (T.H. DEPT. TYPE D)

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PRIME COAT (MC-30) @ 0.20 GAL/SY.

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MINIMUM 5" LIMESTONE OR 8" CALICHE (COMPACTED TO 98% STD. PROCTOR DENSITY)

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EXISTING ASPHALT

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4" X 4" POST PAINT GREEN FOR SEWER SERVICE PAINT BLUE FOR WATER BLUE WITH "V" FOR VALVE PAINT RED FOR ELECTRICAL COUNDUITS

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C.I. PLUG W/2" TAP

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NOTE 1. A BLOWOFF TAP, AS SHOWN ON THE DETAIL HEREON A BLOWOFF TAP, AS SHOWN ON THE DETAIL HEREON SHALL BE PROVIDED AT ALL DEAD ENDS FOR RELEASING TRAPPED AIR TO AID IN FLUSHING, AND FOR SAMPLING FOR TESTING. 2. CONCRETE THRUST BLOCKS SHALL BE REQUIRED AT CONCRETE THRUST BLOCKS SHALL BE REQUIRED AT PLUGS, AS WELL AS AT ALL OTHER LOCATIONS AS NOTED HEREON.

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LOCATE AT R.O.W. LINE DO NOT PUT IN STREET R.O.W.

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WRAPPED WITH 6 MIL POLY. UP TO THE BURY LINE.

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TAPPING SLEEVE AND VALVE

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EXIST. WATER LINE

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TAPPING SADDLE W/2" OUTLET

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2" GATE VALVE W/VALVE BOX

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TAPPING SADDLE W/2" OUTLET

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M&H COMPRESSION TYPE TRAFFIC MODEL FLUSH VALVE OR EQUAL.

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18"X18"X6" W/1-MAT #4 RE-BAR

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FINISHED OR FINAL GRADE

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RESILIENT SEATED GATE VALVE

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F.H. BARREL TO BE WRAPPED WITH 6 MIL POLY. UP TO THE BURY LINE.

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CRUSHED ROCK

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6" GATE VALVE

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BEARING AREA FOR TEE (SEE TABLE)

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CONCRETE PAD

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SPECIAL CONDITION LINE ADJUSTMENTS 5/8" GALV. ALL THREAT RODS WITH EYELET BOLTS FOR ASSEMBLY WITH THRUST BLOCKS.

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SAND BEDDING PLACED BEFORE PIPE IS LAID UP TO FLOW LINE OF PIPE (MIN. THICKNESS = 6"). SAND BACKFILL PLACED AFTER PIPE IS LAID FROM BOTTOM OF PIPE TO SPRING LINE OF PIPE (4" LIFTS, HAND TAMPED). SAND BACKFILL PLACED FROM SPRING LINE OF PIPE TO 6" ABOVE TOP OF PIPE (6" LIFTS, HAND TAMPED). SAND BACKFILL, CLASS "A" (6" LIFTS, MECHANICAL COMPACTION). EARTH BACKFILL, CLASS "B" (12" LIFTS, MECHANICAL COMPACTION). FOUNDATION PREPARATION (WELLPOINTS, GRAVEL OR CEMENT STABILIZATION, OR APPROVED SUBSTITUTE) SHALL BE REQUIRED WHEN TRENCH BOTTOM IS UNSTABLE.) BACKFILLING AT STRUCTURES SHALL BE PLACED IN UNIFORM LAYERS, MOISTENED AS REQUIRED TO APPROXIMATE OPTIMUM MOISTURE CONTENT, AND COMPACTED TO 95% STD. PROCTOR DENSITY. THE THICKNESS OF EACH LOOSE LAYER SHALL NOT EXCEED 6". STRUCTURE BACKFILL MATERIAL SHALL BE SAND, APPROVED SITE SOIL, OR OTHER APPROVED SUBSTITUTE.

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NOTE: 1. USE 3/4" PEX PIPE FOR SINGLE SERVICE CONNECTION. USE 3/4" PEX PIPE FOR SINGLE SERVICE CONNECTION. 2. USE SERVICE CLAMP OR FACTORY THREADED COUPLING FOR 1" USE SERVICE CLAMP OR FACTORY THREADED COUPLING FOR 1" SERVICE CONNECTIONS. 3. SERVICES SHALL BE INSTALLED ACCORDING TO STANDARD PIPE SERVICES SHALL BE INSTALLED ACCORDING TO STANDARD PIPE BEDDING DETAIL. 4. APPROVED MATERIAL: REHAU MUNICIPEX WATER SERVICE LINE OR APPROVED MATERIAL: REHAU MUNICIPEX WATER SERVICE LINE OR EQUAL. 5. KEEP METERS AT R.O.W. IF NO UTILITY EASEMENTS EXISTS.KEEP METERS AT R.O.W. IF NO UTILITY EASEMENTS EXISTS.

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NOTE: 1. USE 3/4" PEX PIPE FOR SINGLE SERVICE USE 3/4" PEX PIPE FOR SINGLE SERVICE CONNECTION. 2. USE SERVICE CLAMP OR FACTORY THREADED USE SERVICE CLAMP OR FACTORY THREADED COUPLING FOR 1" SERVICE CONNECTIONS. 3. SERVICES SHALL BE INSTALLED ACCORDING TO SERVICES SHALL BE INSTALLED ACCORDING TO STANDARD PIPE BEDDING DETAIL. 4. APPROVED MATERIAL: REHAU MUNICIPEX WATER APPROVED MATERIAL: REHAU MUNICIPEX WATER SERVICE LINE OR EQUAL.

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WATER MAIN AS SHOWN ON PLANS

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MARK CURB W/"W" BRANDING IRON WILL BE FURNISHED AND PROVIDED BY CONTRACTOR SEE DETAIL "A"

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TEFLON BALL CURB STOP

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TEFLON BALL CORPORATION STOP - DOUBLE SERVICE

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BRONZE DOUBLE STRAP SADDLE OR APPROVED EQUAL

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NOTE: 1. USE 3/4" PEX PIPE FOR SINGLE SERVICE USE 3/4" PEX PIPE FOR SINGLE SERVICE CONNECTION. 2. USE SERVICE CLAMP OR FACTORY THREADED USE SERVICE CLAMP OR FACTORY THREADED COUPLING FOR 1" S`ERVICE CONNECTIONS. 3. SERVICES SHALL BE INSTALLED ACCORDING TO SERVICES SHALL BE INSTALLED ACCORDING TO STANDARD PIPE BEDDING DETAIL. 4. APPROVED MATERIAL: REHAU MUNICIPEX WATER APPROVED MATERIAL: REHAU MUNICIPEX WATER SERVICE LINE OR EQUAL. 5. KEEP METERS AT R.O.W. IF NO UTILITY EASEMENTS KEEP METERS AT R.O.W. IF NO UTILITY EASEMENTS EXISTS.

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MARK CURB W/ "W" BRANDING IRON WILL BE FURNISHED AND PROVIDED BY CONTRACTOR SEE DETAIL "A"

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WATER METER BY OTHERS

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BRONZE DOUBLE STRAP SADDLE OR APPROVED EQUAL

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POLYETHYLENE (PEX) PIPE

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4'

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2'

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80LB QUICKRETE 4,000 PSI

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SEE NOTE 5

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SEE NOTE 5

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BLUE RINO FIBER CURVE POST

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Approved by:

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Designed by:

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Scale:

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SHEET

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Checked by:

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Drawn by:

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Project #:

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Date: July 2020

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OF

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M. Anzaldua

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Aurelio Hernandez

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A. Resendez, P.E.

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-----

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6

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6

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WATER DETAILS

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AS SHOWN

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AUGUST 06, 2020

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MAnzaldua

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BID #: 047-20

WATER SYSTEMS IMPROVEMENTS PROJECT Public Utilities … · 2020. 8. 10. · Project Location Public...

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