2-02 Drawings-North 31st Street Water and Sewer Extension.pdf

CITY OF TEMPLE

JUNE 2025

Monty L. Clark, P.E.

90894

DATE

NORTH 31ST STREET

WATER AND SEWER EXTENSION PROJECT

TEXAS EXCAVATION SAFETY SYSTEM

ONCOR

CITY OF TEMPLE, TX

SPECTRUM

GRANDE COMMUNICATIONS

AT&T

1-800-344-8377 1-800-368-1728 1-254-298-5611 1-254-778-9441 1-254-773-1163 1-800-252-1133

UTILITY CONTACTS

RELEASED FOR CONSTRUCTION:

DATE

RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA,

INFORMATION, AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF

RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY, AND

ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED

FOR CODE COMPLIANCE BY CITY ENGINEERS.

MAYOR

TIM DAVIS

COUNCIL MEMBERS

DISTRICT 1: JESSICA WALKER

DISTRICT 2: ZOE GRANT

DISTRICT 3: VACANT

DISTRICT 4: MIKE PILKINGTON

ASSISTANT DIRECTOR OF PUBLIC WORKS - ENGINEERING

DIRECTOR OF PUBLIC WORKS

CITY MANAGER

BRYNN MYERS

RICHARD WILSON, P.E., C.F.M.

DON BOND, P.E.

ASSISTANT DIRECTOR OF PUBLIC WORKS - ENGINEERING

6-24-2025

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

MONTY L. CLARK

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text 90894

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text 6-20-2025

AutoCAD SHX Text F-23184

Project Location

C1.1 PROJECT COVER SHEET

C1.2 SHEET INDEX AND VICINITY MAP

C2.1 PROJECT CONSTRUCTION NOTES

SHEET 1

C2.2 PROJECT CONSTRUCTION NOTES

SHEET 2

C3.1 CIVIL SITE PLAN

C3.2 TXDOT TRAFFIC CONTROL DETAILS - SHEET 1

C3.3 TXDOT TRAFFIC CONTROL DETAILS - SHEET 2

C3.4 TXDOT TRAFFIC CONTROL DETAILS - SHEET 3

C3.5 TXDOT TRAFFIC CONTROL DETAILS - SHEET 4

C3.6 TXDOT TRAFFIC CONTROL DETAILS - SHEET 5

C3.7 TXDOT TRAFFIC CONTROL DETAILS - SHEET 6

C3.8 TXDOT TRAFFIC CONTROL DETAILS - SHEET 7

C4.1 SITE EROSION CONTROL PLAN

C4.2 EROSION CONTROL DETAILS

C4.3 TXDOT EROSION CONTROL DETAILS - SHEET 1

C4.4 TXDOT EROSION CONTROL DETAILS - SHEET 2

C4.5 TXDOT EROSION CONTROL DETAILS - SHEET 3

C5.1 NEW 8" WATERLINE

PLAN AND PROFILE SHEET

STA. 0+00 - 4+00

C5.2 NEW 8" WATERLINE

PLAN AND PROFILE SHEET

STA. 4+00 - END

C6.1 NEW SANITARY SEWER

PLAN AND PROFILE SHEET

STA. 0+00 - END

C7.1 MISCELLANEOUS DETAILS - SHEET 1

C7.2 MISCELLANEOUS DETAILS - SHEET 2

C8.1 CITY OF TEMPLE SEWER DETAILS - SHEET 1

C8.2 CITY OF TEMPLE SEWER DETAILS - SHEET 2

C8.3 CITY OF TEMPLE SEWER DETAILS - SHEET 3

C8.4 CITY OF TEMPLE SEWER DETAILS - SHEET 4

C8.5 CITY OF TEMPLE WATER DETAILS - SHEET 1

C8.6 CITY OF TEMPLE WATER DETAILS - SHEET 2

C8.7 CITY OF TEMPLE WATER DETAILS - SHEET 3

C8.8 CITY OF TEMPLE WATER DETAILS - SHEET 4

C8.9 CITY OF TEMPLE WATER DETAILS - SHEET 5

C8.10 CITY OF TEMPLE STREET DETAILS

VICINITY MAP

SCALE: N.T.S.

CITY OF TEMPLE

NORTH 31ST STREET

WATER AND SEWER

EXTENSION PROJECT

SHEET INDEX

SHEET INDEX AND

VICINITY MAP

C1.2

INTERSTATE

INTERSTATE

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text FOR REVIEW THIS DOCUMENT IS RELEASED FOR THE PURPOSES OF INTERIM REVIEW ONLY AS PER DATE ON DRAWING. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED COMPLETE.

AutoCAD SHX Text

FOR CONSTRUCTION FINAL DRAWINGS

AutoCAD SHX Text

DRAWING STATUS

AutoCAD SHX Text Plot Date

AutoCAD SHX Text Project No

AutoCAD SHX Text Drafted

AutoCAD SHX Text Designed

AutoCAD SHX Text

TEMPLE, TEXAS

AutoCAD SHX Text

JRC

AutoCAD SHX Text 242613.00

AutoCAD SHX Text 6-20-2025

AutoCAD SHX Text 6-20-2025

AutoCAD SHX Text

MLC

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

MONTY L. CLARK

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text 90894

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text THESE DRAWINGS WERE PREPARED UNDER THE AUTHORITY OF MONTY L. CLARK P.E. 90894, CLARK ASSOCIATES FIRM NO: F-23184.

AutoCAD SHX Text

TEMPLE HIGH SCHOOL

AutoCAD SHX Text

HOUSTON AVE

AutoCAD SHX Text

BRAY ST

AutoCAD SHX Text

STADIUM RD

AutoCAD SHX Text

W CALHOUN AVE

AutoCAD SHX Text

W BARTON AVE

AutoCAD SHX Text

ADAMS AVE

AutoCAD SHX Text

CENTRAL AVE

AutoCAD SHX Text

W AVENUE A

AutoCAD SHX Text

CHURCH ST

AutoCAD SHX Text

SAULSBURY DR

AutoCAD SHX Text

AIRPORT RD

AutoCAD SHX Text

W ADAMS AVE

AutoCAD SHX Text

N 31ST ST

AutoCAD SHX Text

N 27TH ST

AutoCAD SHX Text

N 23RD ST

AutoCAD SHX Text

N 25TH ST

AutoCAD SHX Text

N 27TH ST

AutoCAD SHX Text

N 29TH ST

AutoCAD SHX Text

N 31ST ST

AutoCAD SHX Text

N 21ST ST

AutoCAD SHX Text

N 33RD ST

AutoCAD SHX Text

S GENERAL BRUCE DR

AutoCAD SHX Text

S GENERAL BRUCE DR

WILDCAT STADIUM

NORTH 31ST STREET

WATER AND SEWER

EXTENSION PROJECT

PROJECT CONSTRUCTION

NOTES - SHEET 1

C2.1

GENERAL CONSTRUCTION NOTES

GENERAL SURVEY NOTES

GENERAL PAVING NOTES

TRENCH SAFETY NOTES

AutoCAD SHX Text FOR REVIEW THIS DOCUMENT IS RELEASED FOR THE PURPOSES OF INTERIM REVIEW ONLY AS PER DATE ON DRAWING. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED COMPLETE.

AutoCAD SHX Text

FOR CONSTRUCTION FINAL DRAWINGS

AutoCAD SHX Text

DRAWING STATUS

AutoCAD SHX Text Plot Date

AutoCAD SHX Text Project No

AutoCAD SHX Text Drafted

AutoCAD SHX Text Designed

AutoCAD SHX Text

TEMPLE, TEXAS

AutoCAD SHX Text

JRC

AutoCAD SHX Text 242613.00

AutoCAD SHX Text 6-20-2025

AutoCAD SHX Text 6-20-2025

AutoCAD SHX Text

MLC

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

MONTY L. CLARK

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text 90894

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text THESE DRAWINGS WERE PREPARED UNDER THE AUTHORITY OF MONTY L. CLARK P.E. 90894, CLARK ASSOCIATES FIRM NO: F-23184.

AutoCAD SHX Text

1. CONTRACTOR SHALL MAKE AN EXAMINATION OF THE PROJECT SITE AND COMPLETELY FAMILIARIZE THEMSELVES WITH THE NATURE AND EXTENT OF THE WORK TO BE ACCOMPLISHED. NO EXTRA COMPENSATION WILL BE ALLOWED FOR ANY WORK MADE NECESSARY BY UNUSUAL CONDITIONS OR OBSTACLES ENCOUNTERED DURING THE PROGRESS OF THE WORK, WHICH CONDITIONS OR OBSTACLES ARE READILY APPARENT UPON A VISIT TO THE SITE. IF THERE ARE ANY QUESTIONS IN THIS REGARD OR IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL SITE CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO SUBMISSION OF BIDS. 2. THE CONTRACTOR SHALL CONTACT ALL LOCAL UTILITIES COMPANIES AND ANY OTHER UTILITY COMPANY THAT SERVES THE AREA AT LEAST 72 HOURS PRIOR TO CONSTRUCTION TO VERIFY LOCATIONS OF EXISTING UTILITY LINES. THE FOLLOWING ARE THE TELEPHONE NUMBERS OF THE ENTITIES MOST LIKELY TO BE AFFECTED. TEXAS EXCAVATION SAFETY SYSTEM 1-800-344-8377 1-800-344-8377 ONCOR 1-800-368-1728 1-800-368-1728 CITY OF TEMPLE, TEXAS 1-254-298-5611 1-254-298-5611 SPECTRUM 1-254-778-9441 1-254-778-9441 GRANDE COMMUNICATIONS 1-254-773-1163 1-254-773-1163 AT&T 1-800-252-1133 1-800-252-1133 ATMOS 1-866-322-8667 1-866-322-8667 BRAZOS ELECTRIC 1-254-750-6500 1-254-750-6500 3. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES LOCATED WITHIN THE VICINITY OF ANY WORK. IF THE EXISTING UTILITIES ARE IN ANY WAY DIFFERENT FROM WHAT IS SHOWN ON THE DRAWINGS, THEN IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF TEMPLE PROJECT REPRESENTATIVE AND THE PROJECT ENGINEER BEFORE PROCEEDING WITH ANY CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO FIX DAMAGES INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION. 4. CONTRACTOR SHALL MAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING UTILITIES. IF ANY DAMAGE OCCURS, TO EXISTING UTILITIES, DAMAGE IS TO BE REPAIRED IMMEDIATELY TO AT LEAST PREEXISTING CONDITION AT NO ADDITIONAL COST TO THE CITY OF TEMPLE. 5. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE UTILITY COMPANY IMMEDIATELY TO OBTAIN PROCEDURE DIRECTIONS. WHEN UNALLOCATED OR INCORRECTLY LOCATED UNDERGROUND PIPING OR A BREAK IN THE LINE OR OTHER UTILITIES AND SERVICES ARE ENCOUNTERED. CONTRACTOR TO COOPERATE WITH THE APPLICABLE UTILITY COMPANY IN MAINTAINING ACTIVE SERVICE IN OPERATION. 6. ALL EXISTING STRUCTURES, IMPROVEMENT AND UTILITIES DESIGNATED TO REMAIN SHALL BE ADEQUATELY PROTECT, AT THE EXPENSE OF THE CONTRACTOR, FROM DAMAGE THAT MIGHT OTHERWISE OCCUR DUE TO CONSTRUCTION OPERATIONS. WHERE CONSTRUCTION COMES IN CLOSE PROXIMITY TO EXISTING STRUCTURES, UTILITIES OR APPURTENANCES, OR IF IT BECOMES NECESSARY TO MOVE SERVICES, POLES, GUY WIRES, PIPE LINES OR OTHER OBSTRUCTIONS, THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH THE OWNER OF THE UTILITY, STRUCTURE, OR APPURTENANCE. THE UTILITY LINES AND OTHER EXISTING STRUCTURES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED BY THE OWNER TO BE COMPLETE OR ACCURATE AS TO LOCATION AND/OR DEPTH. THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY UTILITIES RESULTING FROM THE CONTRACTOR'S OPERATIONS. DURING CONSTRUCTION, ALL FIRE HYDRANTS, VALVE BOXES, FIRE OR POLICE CALL BOXES AND OTHER EXISTING UTILITY CONTROLS SHALL BE LEFT INTACT, UNOBSTRUCTED AN ACCESSIBLE UNLESS NOTED ON THE PLANS. 7. ALL BARRICADES AND SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 8. WHERE NEW CONSTRUCTION TIES TO EXISTING FACILITIES, THE PROPER SAW CUT AND CONNECTION SHALL BE MADE USING GOOD WORKMANSHIP AND PROPER TRANSITION TECHNIQUES TO BE APPROVED BY THE ENGINEER. 9. THIS PROJECT SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TEMPLE DESIGN AND DEVELOPMENT STANDARDS MANUAL AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS LATEST EDITION. THE TECHNICAL SPECIFICATIONS INCLUDED WITHIN THE PROJECT MANUAL SHALL SUPERSEDE ABOVE REFERENCED SPECIFICATIONS. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUPPLY AND INSTALL ALL MATERIALS SO AS TO MEET OR EXCEED PROJECTS SPECIFICATIONS, STATE AND CITY OF TEMPLE, TEXAS CODES AND ORDINANCES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING AND OBTAINING PERMITS FROM THE CITY, STATE, OR OTHER REGULATORY AGENCIES TO PERFORM WORK. 12. ALL DEMOLITION AND EXCAVATED MATERIALS SHALL BE LEGALLY DISPOSED OF OFF THE SITE, UNLESS OTHERWISE INSTRUCTED BY THE OWNER, OR BY THE OWNERS REPRESENTATIVE. 13. THE CONTRACTOR SHALL CONTACT THE ENGINEER, THE PROJECT INSPECTOR, AND THE CITY OF TEMPLE 48 HOURS BEFORE COMMENCING CONSTRUCTION. 14. ALL CONSTRUCTION OPERATIONS TO BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). COPIES OF THE OSHA STANDARDS MAY BE PURCHASED FROM THE U.S. GOVERNMENT PRINTING OFFICE; INFORMATION AND RELATED REFERENCE MATERIALS MAY BE OBTAINED FROM OSHA, 903 SAN JACINTO, AUSTIN, TEXAS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ALL JOB SITE SAFETY, MANAGEMENT OF JOB SITE PERSONNEL, SUPERVISION OF THE USE OF JOB SITE EQUIPMENT AND DIRECTION OF ALL CONSTRUCTION PROCEDURES, METHODS AND ELEMENTS REQUIRED TO COMPLETE THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 16. CONTRACTOR TO MAINTAIN ACCESS TO PUBLIC AND PRIVATE FACILITIES DURING CONSTRUCTION. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE CITY OF TEMPLE AND PROJECT INSPECTOR. 17. BLASTING IS NOT PERMITTED ON THIS PROJECT. 18. CONTRACTOR SHALL TRANSITION NEW UTILITY CONSTRUCTION, SO AS TO MINIMIZE DAMAGE TO EXISTING VEGETATION, PLANTER BEDS, UTILITIES, SIDEWALKS, AND ROADWAYS. TRANSITIONS SHALL BE APPROVED BY OWNER OR ENGINEER. 19. CONTRACTOR SHALL AVOID CUTTING AND/OR TRIMMING OF EXISTING TREES. EXISTING TREE TRIMMING SHALL BE IMPLEMENTED ONLY UNDER THE DIRECT SUPERVISION OF THE PROJECT INSPECTOR. 20. IT IS THE CONTRACTORS RESPONSIBILITY TO REESTABLISH AND RESTORE TO EXISTING CONDITIONS, EXISTING LAWNS, VEGETATION, FENCING, DRIVEWAYS, LANDSCAPING, MAILBOXES, ETC. DISTURBED BY CONSTRUCTION. 21. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING SANITARY SEWER AND WATER SERVICES LOCATED WITH THE PROJECT LIMITS. 22. THE CONTRACTOR SHALL PROTECT ALL SANITARY SEWER AND WATER SERVICES AND MAINTAIN SERVICE THROUGHOUT THE DURATION OF CONSTRUCTION. IN THE EVENT THAT A SERVICE IS DAMAGED DURING CONSTRUCTION THE CONTRACTOR SHALL REPAIR THE SERVICE AT NO ADDITIONAL COST TO THE OWNER. 23. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITY SERVICES PRIOR TO THE START OF CONSTRUCTION. THE CITY OF TEMPLE SHALL NOT COMPENSATE ANY FIELD VERIFY AND LOCATE ALL EXISTING UTILITY SERVICES PRIOR TO THE START OF CONSTRUCTION. THE CITY OF TEMPLE SHALL NOT COMPENSATE ANY AND LOCATE ALL EXISTING UTILITY SERVICES PRIOR TO THE START OF CONSTRUCTION. THE CITY OF TEMPLE SHALL NOT COMPENSATE ANY WORK PERFORMED TO REPAIR UTILITY SERVICES DAMAGED BY CONSTRUCTION. 24. ALL ADDITIONAL PIPING NEEDED TO PROVIDE/ENSURE TEMPORARY POTABLE WATER SERVICES AND/OR TEMPORARY IRRIGATION SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE CITY OF TEMPLE. 25. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE EXCESS SPOILS AND MATERIAL DISTURBED BY CONSTRUCTION. 26. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE ALL TEMPORARY IRRIGATION, AS REQUIRED, TO MAINTAIN AND RESTORE NEW AND EXISTING VEGETATION. 27. ANY EXISTING PAVEMENT, CURBS, AND/OR SIDEWALKS DAMAGED OR REMOVED BY THE CONTRACTOR THAT ARE NOT A PART OF THIS CONTRACT ARE TO BE REPAIRED BY THE CONTRACTOR TO AT LEAST THE PRE-EXISTING CONDITION, AT HIS EXPENSE, BEFORE ACCEPTANCE OF THE WORK. 28. CONSTRUCTION SPOILS OR MATERIALS TO BE USED FOR PROPOSED CONSTRUCTION, SHALL NOT BE STOCKPILED OR STORED WITHIN 100 YEAR FLOOD PLAIN. 29. AT END OF WORK DAY, THE CONTRACTOR SHALL BACKFILL ALL OPEN TRENCHES TO FACILITATE NEIGHBORHOOD AND PEDESTRIAN TRAFFIC AND MINIMIZE POTENTIAL ACCIDENTS. 30. CONTRACTOR TO PROVIDE ADEQUATE TRENCH SHORING PER LATEST OSHA STANDARDS. 31. THE CONTRACTOR SHALL FURNISH AND INSTALL NEW GRASS SOD AT ALL AREAS DISTURBED BY CONSTRUCTION WHICH DO NOT RECEIVE NEW PAVEMENT REPLACEMENT OR LANDSCAPING. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND WATER LANDSCAPE AND VEGETATION UNTIL PROJECT ACCEPTANCE. THE CONTRACTOR SHALL USE A VARIETY OF GRASS SOD TO MATCH EXISTING. 32. PRIOR TO MOBILIZATION AND CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ENGINEER WITH 3 COPIES OF PRE-CONSTRUCTION VIDEO, IN USB FORMAT, OF ALL AREAS WHERE NEW PRIOR TO MOBILIZATION AND CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ENGINEER WITH 3 COPIES OF PRE-CONSTRUCTION VIDEO, IN USB FORMAT, OF ALL AREAS WHERE NEW CONSTRUCTION AND/OR SITE MOBILIZATION WILL OCCUR. 33. IT IS THE CONTRACTORS RESPONSIBILITY TO FURNISH AND IMPLEMENT STORM WATER POLLUTION PREVENTION PLAN. (SWPPP). AS REQUIRED BY THE STATE OF TEXAS IT IS THE CONTRACTORS RESPONSIBILITY TO FURNISH AND IMPLEMENT STORM WATER POLLUTION PREVENTION PLAN. (SWPPP). AS REQUIRED BY THE STATE OF TEXAS 34. THE INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION MEASURES SHALL BE CONTRACTOR'S RESPONSIBILITY THROUGHOUT ALL PHASES OF CONSTRUCTION. CONTRACTOR THE INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION MEASURES SHALL BE CONTRACTOR'S RESPONSIBILITY THROUGHOUT ALL PHASES OF CONSTRUCTION. CONTRACTOR SHALL USE A SILT FENCE, OR OTHER METHOD APPROVED BY THE ENGINEER, TO CONTAIN SEDIMENT AND WASTE CONSTRUCTION MATERIAL ON-SITE. SILT FENCE SHALL BE MAINTAINED IN GOOD CONDITION FOR THE DURATION OF THE PROJECT. 35. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM CONSTRUCTION. THE OWNER'S REPRESENTATIVE MAY DIRECT THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM CONSTRUCTION. THE OWNER'S REPRESENTATIVE MAY DIRECT THE CONTRACTOR TO REMOVE MUD AND DEBRIS FROM THE STREETS ASSOCIATED WITH THE PROJECT AT NO CHARGE TO THE OWNER. 36. CONTRACTOR SHALL COORDINATE REMOVAL AND REPLACEMENT OF SITE STREET SIGNAGE WITH THE CITY OF TEMPLE ENGINEER'S OFFICES. CONTRACTOR SHALL COORDINATE REMOVAL AND REPLACEMENT OF SITE STREET SIGNAGE WITH THE CITY OF TEMPLE ENGINEER'S OFFICES. 37. WHERE NEW FLATWORK AND DRIVEWAY CONSTRUCTION PAVEMENT SECTIONS ABUT EXISTING FLATWORK PAVEMENT SECTION, THE CONTRACTOR SHALL CONSTRUCT NEW WHERE NEW FLATWORK AND DRIVEWAY CONSTRUCTION PAVEMENT SECTIONS ABUT EXISTING FLATWORK PAVEMENT SECTION, THE CONTRACTOR SHALL CONSTRUCT NEW FACILITIES TO MATCH TOP OF EXISTING. 38. WHERE NEW CONCRETE FLATWORK ABUTS EXISTING CONCRETE FLATWORK, THE CONTRACTOR SHALL PROVIDE A DOWELED CONNECTION PER DETAILS. WHERE NEW CONCRETE FLATWORK ABUTS EXISTING CONCRETE FLATWORK, THE CONTRACTOR SHALL PROVIDE A DOWELED CONNECTION PER DETAILS.

AutoCAD SHX Text

1. ALL CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO RECHECK THE EXISTING TOPOGRAPHIC INFORMATION FOR THE ENTIRE PROJECT AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO BEGINNING OF CONSTRUCTION. 3. CONTRACTOR SHALL LOCATE, PROTECT AND MAINTAIN BENCHMARKS, MONUMENTS AND CONTROL POINTS. RE-ESTABLISHMENT OF DISTURBED OR DESTROYED ITEMS SHALL BE ACCOMPLISHED BY A TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR AT NO COST TO THE OWNER.

AutoCAD SHX Text

1. ALL CONCRETE FOR PAVEMENT SHALL BE TXDOT CLASS P AND HAVE A MINIMUM 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH 4 TO 6 PERCENT AIR ENTRAINMENT AND SHALL CONFORM TO THE 2004 TXDOT STANDARD SPECIFICATIONS, ITEM 421 FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAY, STREETS, AND BRIDGES.. SLIP FORMED CONCRETE SHALL HAVE A MAXIMUM SLUMP OF THREE INCHES. HAND-PLACED CONCRETE SHALL HAVE A MAXIMUM SIX AND A HALF-INCH SLUMP. PROJECT GEOTECHNICAL RECOMMENDATIONS SHALL SUPERCEDE ABOVE RECOMMENDATIONS. 2. THE JOINT SHALL CONFORM TO THE LOCATIONS AND DETAILS SHOWN ON THESE PLANS. SPECIFIED SAWED CONTRACTION OR CONSTRUCTION JOINT LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL SUBMIT A LAYOUT INDICATING THE SAWED JOINT LOCATIONS TO BE REVIEWED AND APPROVED BY THE ENGINEER. ISOLATIONS JOINTS SHALL BE PROVIDED AT ALL MANHOLE RIMS, LIGHT STANDARDS AND OTHER SIMILAR INSTALLATIONS. 3. PROVIDE SAW JOINTS AT MAXIMUM 15-FOOT SPACING FOR 8-INCH CONCRETE. MAXIMUM 10 FEET FOR SIX-INCH CONCRETE AND MAXIMUM 6-FOOT SPACING FOR FIVE-INCH CONCRETE. DO NOT PLACE SAWED JOINT LONGITUDINALLY ALONG LOW POINT OR AT GUTTER LINE. SAWING OF JOINTS SHALL BEGIN AS SOON AS RAVELING. COMPLETE ALL SAWED JOINTS BEFORE UNCONTROLLED SHRINKAGE CRACKING OCCURS. 4. DO NOT PLACE SAND BENEATH CONCRETE PAVEMENT, SIDEWALKS, DRIVE APPROACHES OR HANDICAP RAMPS FOR LEVEL UP COURSE. UTILIZE COMPACTED NATIVE MATERIALS. 5. BACKFILL ALL CURBS TO EDGE OF SUBGRADE WITH ON-SITE CLAY SOILS. COMPACT TO 95% TO 100% OF STANDARD PROCTOR DENSITY AT OR ABOVE OPTIMUM MOISTURE CONTENT. 6. CONTRACTOR SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO INSURE SMOOTH TRANSITIONS. CONTRACTOR SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY TO INSURE POSITIVE DRAINAGE. (TYP. ALL INTERSECTIONS) 7. ALL EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS IN PAVED AREAS SHALL BE SEALED IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE JOINT SEALING MANUFACTURES RECOMMENDATIONS. 8. CLEAN ALL JOINTS PRIOR TO PLACEMENT OF JOINT SEALING MATERIAL IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS, 9. PROVIDE BACKER RODS FOR JOINTS WITHOUT PRE-MOLDED JOINT MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 10. EXPANSION AND ISOLATIONS JOINT MATERIAL TO BE PRE-MOLDED EXPANSION JOINT MATERIAL AS RECOMMENDED BY JOINT SEALING MANUFACTURER WITH JOINT CAP TO PROTECT SEALANT RESERVOIR. 11. TYPICALLY, JOINT SEALING MATERIAL IS PLACED BELOW SURFACE OF CONCRETE TO NEAR FULL LEVEL. CERTAIN PRODUCTS SUCH AS SOFT SEAL ARE RECOMMENDED TO BE PLACED TO FULL LEVEL. REFER TO MANUFACTURERS RECOMMENDATIONS. 12. THE CONTRACTOR SHALL CONSTRUCT ALL DRIVEWAY APPROACHES IN CONFORMANCE WITH APPLICABLE CITY STANDARD ORDINANCES AND REQUIREMENTS. CONTRACTOR SHALL CONFIRM APPLICABLE DRIVEWAY OR ACCESS PERMITS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. 13. SPECIFICATIONS AND REQUIREMENTS PROVIDED IN PROJECT GEOTECHNICAL REPORT SHALL OVERRIDE ABOVE REQUIREMENTS.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH STATE LAWS AND FEDERAL REGULATIONS RELATING TO TRENCH SAFETY, INCLUDING THOSE WHICH MAY BE ENACTED THOSE WHICH MAY BE ENACTED DURING THE PERFORMANCE UNDER THIS CONTRACT. 2. THE CONTRACTOR SHALL FULLY COMPLY WITH THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS PERTAINING TO EXCAVATIONS, TRENCHING, AND SHORING AND SHALL PROVIDE AND FAMILIARIZE ITS EMPLOYEES INVOLVED IN EXCAVATION AND TRENCHING WITH THE PROVISIONS IN OSHA PAMPHLET NUMBER 2226, EXCAVATION AND TRENCHING OPERATIONS. 3. CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD OWNER, IT OFFICERS, SERVANTS, AGENTS AND EMPLOYEES, COMPLETELY HARMLESS FROM ANY CLAIMS, LAWSUITS, JUDGMENTS, COSTS AND EXPENSES (INCLUDING ATTORNEY'S FEES, IF ANY) FOR ANY PERSONAL INJURY FROM ANY CLAIMS, LAWSUITS, JUDGMENTS, COSTS AND EXPENSES (INCLUDING ATTORNEY'S FEES, IF ANY) FOR ANY PERSONAL INJURY (INCLUDING DEATH), PROPERTY DAMAGE OR OTHER HARM FOR WHICH RECOVERY OF DAMAGES IS SOUGHT (INCLUDING ANY INJURY, DEATH, OR DAMAGE SUFFERED BY THE CONTRACTOR'S OWN EMPLOYEES) ARISING OUT OF OR OCCASIONED BY THE USE OF ANY TRENCH EXCAVATION PLANS, REGARDLESS OF THEIR ORIGIN, OR BY ANY NEGLIGENT, GROSSLY NEGLIGENT, STRICTLY LIABLE OR INTENTIONAL ACT OF THE CONTRACTOR, A SUBCONTRACTOR OR ANY INDIVIDUAL EMPLOYEE OR LABORER (WHETHER OR NOT AN EMPLOYEE OF THE CONTRACTOR OR A SUBCONTRACTOR) IN THE PERFORMANCE OR SUPERVISION OF ACTUAL TRENCH EXCAVATION UNDER THE CONTRACT. THIS INDEMNITY APPLIES REGARDLESS OF WHETHER OWNER'S OR CONSULTING ENGINEER'S NEGLIGENCE OR FAULT IN THE ADMINISTRATION OF THIS CONTRACT OR IN THE PREPARATION, REVIEW OR APPROVAL OF THE OWNER'S OR CONTRACTOR'S TRENCH EXCAVATION PLAN CONTRIBUTED TO THE INJURY, DEATH OR DAMAGE. OWNER ACCEPTS NO LIABILITY WHATSOEVER AS A RESULT OF ITS PREPARATION, REVIEW OR APPROVAL OF ANY TRENCH EXCAVATION PLAN UNDER THIS CONTRACT: OWNER MAKES NO WARRANT, EXPRESS OR IMPLIED, CONCERNING THE ADEQUACY OR CORRECTNESS OF ANY TRENCH EXCAVATION PLAN. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TO THE OWNER AN ACCEPTABLE TRENCH SAFETY PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER QUALIFIED TO DO SUCH WORK AND LICENSED/REGISTERED IN THE STATE OF TEXAS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING AN APPROPRIATE METHOD OF PROVIDING TRENCH SAFETY AFTER DUE CONSIDERATION OF THE JOB CONDITIONS, LOCATION OF UTILITIES, PAVEMENT CONDITIONS AND OTHER RELEVANT FACTORS. 6. SLOPE-BACK METHODS WHICH MAY RESULT IN UNNECESSARY DISPLACEMENT OF UTILITIES AND/OR DESTRUCTION OF PAVEMENT SHALL NOT BE USED WITHOUT PERMISSION FROM THE OWNER. 7. PLANS FOR DEVICES USED TO PROVIDE TRENCH SAFETY SUCH AS TRENCH SHIELDS AND SHORING SYSTEMS WILL BE LIKEWISE CERTIFIED BY PROFESSIONAL ENGINEERS LICENSED/REGISTERED IN THE STATE OF TEXAS OR BY A PROFESSIONAL ENGINEER LICENSED/REGISTER IN THE STATE OF MANUFACTURE OF THE SHIELD OR SHORING SYSTEM. MANUFACTURE OF THE SHIELD OR SHORING SYSTEM. 8. THE SIDES OF ALL EXCAVATION SHALL BE SUPPORTED IN ACCORDANCE WITH THE TRENCH SAFETY PLAN. WHERE BRACING OR SHEETING AND BRACING ARE USED, THE TRENCH WIDTH SHALL BE INCREASED ACCORDINGLY, SHALL BE CONSIDERED AS INCIDENTAL WORK, AND SHALL NOT BE PAID FOR AS A SEPARATE ITEM. 9. IN WET, SATURATED OR FLOWING MATERIALS WHERE IT IS NECESSARY TO INSTALL TIGHT SHEETING OR COFFERDAMS, WOOD OR STEEL SHEET PILING OF A DESIGN AND TYPE APPROVED OF A DESIGN AND TYPE APPROVED BY THE OWNER SHALL BE USED. 10. ALL SHEETING, SHORING AND BRACING SHALL HAVE SUFFICIENT STRENGTH AND RIGIDITY TO WITHSTAND THE PRESSURE EXERTED, TO MAINTAIN THE SIDES OF THE EXCAVATION PROPERLY IN PLACE, AND TO PROTECT ALL PERSONS OR PROPERTY FROM INJURY OR DAMAGE. 11. WHEN EXCAVATIONS ARE MADE ADJACENT TO EXCISING BUILDINGS OR OTHER STRUCTURES OR IN PAVED STREETS, PARTICULAR CARE SHALL BE TAKEN TO ADEQUATELY SHEET, SHORE SHALL BE TAKEN TO ADEQUATELY SHEET, SHORE AND BRACE THE SIDES OF THE EXCAVATION TO PREVENT UNDERMINING OF OR SETTLEMENT BENEATH THE STRUCTURES OR PAVEMENT. UNDERPINNING OF ADJACENT STRUCTURES OR PAVEMENT SHALL BE DONE AT THE CONTRACTOR'S OWN COST AND EXPENSE AND IN A MANNER SATISFACTORY TO THE OWNER, OR, WHEN REQUIRED BY THE OWNER, THE PAVEMENT SHALL BE REMOVED, THE VOID SATISFACTORILY FILLED, COMPACTED AND THE PAVEMENT REPLACED BY THE CONTRACTOR. THE ENTIRE EXPENSE OF SUCH REMOVAL AND SUBSEQUENT CONTRACTOR. THE ENTIRE EXPENSE OF SUCH REMOVAL AND SUBSEQUENT REPLACEMENT THEREOF SHALL BE BORNE BY THE CONTRACTOR. THE CONTRACTOR. CONTRACTOR. 12. WOODEN SHEETING, SHORING AND BRACING SHALL BE LEFT IN PLACE WHERE IT IS ADJACENT TO THE PIPE EMBEDMENT FOR THE INITIAL LIFT OF BACKFILL. 13. THE REMOVAL OF ALL SHEETING, SHORING AND BRACING SHALL BE DONE IN SUCH MANNER AS NOT TO ENDANGER OR DAMAGE EITHER NEW OR EXISTING STRUCTURES, OR PRIVATE OR PUBLIC PROPERTIES; AND SO AS TO AVOID CAVE-INS OR SLIDING OF THE BANKS. 14. ALL HOLES OR VOIDS LEFT BY THE REMOVAL OF THE SHEETING, SHORING OR BRACING SHALL BE IMMEDIATELY AND COMPLETELY FILLED AND COMPACTED WITH SUITABLE MATERIALS. IF, FOR ANY REASON, THE CONTRACTOR, WITH THE APPROVAL OF THE OWNER, ELECTS TO LEAVE IN PLACE THE SHEETING, SHORING OR BRACING, NO PAYMENT SHALL BE ALLOWED FOR SUCH MATERIAL LEFT IN PLACE UNLESS ORDERED BY THE OWNER TO BE LEFT IN PLACE. 15. THE CONTRACTOR SHALL CAUSE ALL SHORING OR BRACING TO BE INSPECTED BY AN OSHA COMPETENT PERSON. ACCORDING TO OSHA REGULATIONS, A COMPETENT PERSON IS DEFINED AS ONE WHO IS CAPABLE OF IDENTIFYING EXISTING AND PREDICTABLE HAZARDS IN THE SURROUNDINGS, OR WORKING CONDITIONS, WHICH ARE UNSANITARY, HAZARDOUS, OR DANGEROUS TO EMPLOYEES, AND WHO HAS AUTHORIZATION TO TAKE PROMPT CORRECTIVE MEASURES TO ELIMINATE THEM.

WATER AND SEWER

EXTENSION PROJECT

PROJECT CONSTRUCTION

NOTES - SHEET 2

C2.2

LEGEND ABBREVIATIONS

TRAFFIC CONTROL NOTES

TESTING AND SUBMITTAL NOTES

WATERLINE NOTES:

AutoCAD SHX Text FOR REVIEW THIS DOCUMENT IS RELEASED FOR THE PURPOSES OF INTERIM REVIEW ONLY AS PER DATE ON DRAWING. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED COMPLETE.

AutoCAD SHX Text

FOR CONSTRUCTION FINAL DRAWINGS

AutoCAD SHX Text

DRAWING STATUS

AutoCAD SHX Text Plot Date

AutoCAD SHX Text Project No

AutoCAD SHX Text Drafted

AutoCAD SHX Text Designed

AutoCAD SHX Text

TEMPLE, TEXAS

AutoCAD SHX Text

JRC

AutoCAD SHX Text 242613.00

AutoCAD SHX Text 6-20-2025

AutoCAD SHX Text 6-20-2025

AutoCAD SHX Text

MLC

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

MONTY L. CLARK

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text 90894

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text THESE DRAWINGS WERE PREPARED UNDER THE AUTHORITY OF MONTY L. CLARK P.E. 90894, CLARK ASSOCIATES FIRM NO: F-23184.

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING CONTOUR

AutoCAD SHX Text

(SEE NOTES)

AutoCAD SHX Text

EXISTING POWER POLE

AutoCAD SHX Text

EXISTING UNDERGROUND ELECTRIC

AutoCAD SHX Text

EXISTING WATER MAIN

AutoCAD SHX Text

EXISTING SANITARY SEWER MAIN

AutoCAD SHX Text

EXISTING STORM SEWER

AutoCAD SHX Text

EXISTING OVERHEAD ELECTRIC

AutoCAD SHX Text UE UTILITY EASEMENT UTILITY EASEMENT PUE PUBLIC UTILITY EASEMENT PUBLIC UTILITY EASEMENT DE DRAINAGE EASEMENT DRAINAGE EASEMENT ROW RIGHT OF WAY RIGHT OF WAY BOC BACK OF CURB BACK OF CURB EOC EDGE OF CONCRETE EDGE OF CONCRETE BL BUILDING SETBACK BUILDING SETBACK FF FINISHED FLOOR FINISHED FLOOR EG EXISTING GRADE EXISTING GRADE FG FINISHED GRADE FINISHED GRADE FL FLOW LINE FLOW LINE TC TOP OF CURB TOP OF CURB TW TOP OF WALL TOP OF WALL TR TOP OF RISER TOP OF RISER OHE OVERHEAD ELECTRIC OVERHEAD ELECTRIC W WATER WATER SS SANITARY SEWER SANITARY SEWER TBM TEMPORARY BENCH MARKTEMPORARY BENCH MARK

AutoCAD SHX Text

1. ALL TRAFFIC CONTROL DEVICES, BARRICADES, SIGNAGE, ETC., SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. THE SIGNS SHOWN UPON THIS PLAN ARE NOT ALL INCLUSIVE AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SIGNAGE AND SITE SECURITY. 2. FLAGGERS SHALL USE RADIOS OR OTHER SUITABLE MEANS OF COMMUNICATIONS WITH OTHER FLAGGERS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND MAINTAINING TRASH PICKUP AND MAIL DELIVERY WITH OWNERS REPRESENTATIVE. 4. ALL CONSTRUCTION ACTIVITIES AND ROAD CLOSURES SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND ALSO WITH LOCAL POLICE AND FIRE CHIEF. THE CONTRACTOR SHALL NOTIFY THE PROJECT INSPECTOR 72 HOURS PRIOR TO CLOSING OF ROADS OR ALLEYS. 5. MATERIALS STORED ABOUT THE WORK SITE SHALL BE SO PLACED, AND THE WORK SHALL AT ALL TIMES BE SO CONDUCTED, AS TO CAUSE NO GREATER OBSTRUCTION TO THE TRAVELING PUBLIC THAN IS CONSIDERED NECESSARY BY THE OWNER. 6. THE CONTRACTOR SHALL MAKE PROVISIONS BY BRIDGES OR OTHERWISE AT ALL CROSS STREETS, HIGHWAYS, SIDEWALKS AND PRIVATE DRIVEWAYS FOR THE FREE PASSAGE OF PEDESTRIANS AND VEHICLES PROVIDED THAT WHERE BRIDGING IS IMPRACTICABLE OR UNNECESSARY, IN THE OPINION OF THE OWNER, THE CONTRACTOR MAY MAKE ARRANGEMENTS SATISFACTORY TO THE OWNER FOR THE DIVERSION OF TRAFFIC AND SHALL, AT ITS OWN EXPENSE, PROVIDE ALL MATERIAL AND PERFORM ALL WORK NECESSARY FOR THE CONSTRUCTION MAINTENANCE OF ROADWAYS AND BRIDGES FOR THE DIVERSION OF TRAFFIC. 7. SIDEWALKS MUST NOT BE OBSTRUCTED EXCEPT BY SPECIAL PERMISSION OF THE OWNER. 8. THE MATERIALS EXCAVATED, AND THE CONSTRUCTION MATERIALS OR PLANT USED IN THE CONSTRUCTION OF THE WORK, SHALL BE PLACED SO AS NOT TO ENDANGER THE WORK OR PREVENT FREE ACCESS TO ALL FIRE HYDRANTS, WATER VALVES, GAS VALVES, MANHOLES FOR THE TELEPHONE, TELEGRAPH SIGNAL OR ELECTRIC CONDUITS, SANITARY SEWERS AND FIRE ALARM OR POLICE CALL BOXES IN THE VICINITY. 9. DURING PERFORMANCE AND UP TO DATE OF FINAL ACCEPTANCE, THE CONTRACTOR SHALL BE UNDER THE ABSOLUTE OBLIGATION TO PROTECT THE FINISHED WORK AGAINST ANY DAMAGE, LOSS OR INJURY. IN THE EVENT OF SUCH DAMAGE, LOSS OR INJURY, THE CONTRACTOR SHALL PROMPTLY REPLACE OR REPAIR SUCH WORK, WHICHEVER THE OWNER SHALL DETERMINE TO BE PREFERABLE. 10. ALL RISK OF LOSS OR DAMAGE TO THE WORK SHALL BE BORNE SOLELY BY THE CONTRACTOR UNTIL FINAL COMPLETION AND ACCEPTANCE OF ALL WORK BY THE OWNER , AS EVIDENCE BY THE OWNER'S ISSUANCE OF A CERTIFICATE OF ACCEPTANCE. 11. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO PROVIDE AND MAINTAIN ALL WARNING DEVICES AND TAKE ALL PRECAUTIONARY MEASURES REQUIRED BY LAW OR OTHERWISE TO PROTECT PERSONS AND PROPERTY WHILE SAID PERSONS OR PROPERTY ARE APPROACHING, LEAVING OR WITHIN THE WORK SITE OR ANY AREA ADJACENT TO SAID WORK SITE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OR MAINTENANCE OF ANY WARNING DEVICES, BARRICADES, LIGHTS, SIGNS OR ANY OTHER PRECAUTIONARY MEASURES REQUIRED BY LAW OR OTHERWISE FOR THE PROTECTION OF PERSONS OR PROPERTY. 13. WHERE THE WORK IS CARRIED ON, IN OR ADJACENT TO ANY STREET, ALLEY, SIDEWALK, PUBLIC RIGHT-OF-WAY OR PUBLIC PLACE, THE CONTRACTOR SHALL AT ITS OWN COST AND EXPENSE PROVIDE SUCH FLAGMEN AND WATCHMEN IN ADDITION TO ITS RESPONSIBILITY TO FURNISH, ERECT AND MAINTAIN SUCH WARNING DEVICES, BARRICADES, LIGHTS, SIGNS, AND OTHER PRECAUTIONARY MEASURES FOR THE PROTECTION OF PERSONS OR PROPERTY AS ARE REQUIRED BY LAW. 14. THE CONTRACTOR'S RESPONSIBILITY FOR PROVIDING AND MAINTAINING FLAGMEN, WATCHMEN, WARNING DEVICES, BARRICADES, SIGNS, AND LIGHTS, AND OTHER PRECAUTIONARY MEASURES SHALL NOT CEASE UNTIL DIRECTED IN WRITING BY THE OWNER OR UNTIL FINAL PAYMENT, WHICHEVER OCCURS FIRS. IF THE OWNER DISCOVERS THAT THE CONTRACTOR HAS FAILED TO COMPLY WITH THE APPLICABLE FEDERAL AND STATE LAW BY FAILING TO FURNISH THE NECESSARY FLAGMEN, WARNING DEVICES, BARRICADES, SIGNS, AND LIGHTS, OR OTHER PRECAUTIONARY MEASURES FOR THE PROTECTION OF PERSONS OR PROPERTY, THE OWNER MAY ORDER SUCH ADDITIONAL PRECAUTIONARY MEASURES AS REQUIRED BY LAW TO BE TAKEN TO PROTECT PERSONS AND PROPERTY. 15. THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ANY EXPENSE INCURRED BY THE OWNER IN TAKING ANY ADDITIONAL PRECAUTIONARY MEASURES AS A RESULT OF THE CONTRACTOR'S FAILURE TO DO SO. 16. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE WORK AND OTHER PUBLIC OR PRIVATE PROPERTY DUE TO THE FAILURE OF WARNING DEVICES, BARRICADES, SIGNS, LIGHTS, OR OTHER PRECAUTIONARY MEASURES IN PROTECT SAID PROPERTY, AND WHENEVER EVIDENCE IS FOUND OF SUCH DAMAGE, THE ENGINEER MAY ORDER THE DAMAGED PORTION IMMEDIATELY REMOVE AND REPLACE BY AND AT THE COST AND EXPENSE OF THE CONTRACTOR. 17. MINIMUM STANDARDS FOR SAFEGUARDING PEDESTRIAN AND VEHICULAR TRAFFIC ARE CONTAINED IN THE CURRENT TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AS AMENDED, TEXAS DEPARTMENT OF TRANSPORTATION. 18. SIGNAGE, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES FOR DETOURING AND MAINTENANCE OF TRAFFIC SHALL BE AS PROVIDED IN ABOVE SAID MANUAL AND AS DIRECTED BY THE ENGINEER. 19. COSTS ASSOCIATED WITH THE ACQUISITION AND REMOVAL OF REQUIRED TRAFFIC CONTROL DEVICES SHALL BE CONSIDERED INCIDENTAL TO THE WORK. 20. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE DELIVERY ROUTES AND PROJECT GATES AND ACCESS POINTS WITH OWNER'S REPRESENTATIVE.

AutoCAD SHX Text

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL SAMPLES AS WELL AS ANY MANUFACTURERS LITERATURE OF MATERIAL USED ON THIS PROJECT AS REQUIRED BY THE ENGINEER. ANY COSTS ASSOCIATED WITH ANY SAMPLING AND TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THESE COSTS SHALL BE CONSIDERED AS INCIDENTAL AND THE CONTRACTOR WILL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION. 2. THE CONTRACTOR SHALL COORDINATE ALL MATERIALS TESTING WITH THE CITY OF TEMPLE CONSTRUCTION REPRESENTATIVE, INCLUDING SOIL DENSITY TESTS AND RELATED SOILS ANALYSIS. TESTS TO BE ACCOMPLISHED BY AN INDEPENDENT LABORATORY UNDER CONTRACT WITH THE CITY OF TEMPLE, AT THE FREQUENCY, TIME AND LOCATION AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. A COPY OF THE TEST RESULTS TO BE FORWARDED TO THE CITY OF TEMPLE, THE OWNERS REPRESENTATIVE, AND THE CONTRACTOR. TESTS WHICH SHOW UNSATISFACTORY RESULTS ARE TO BE REPEATED AT THE EXPENSE OF THE CONTRACTOR SUBSEQUENT TO THE CONTRACTOR'S REMEDIAL ACTIVITIES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL CHARGES OF TESTING LABORATORIES FOR SERVICES IN CONNECTION WITH INITIAL TESTS MADE ON ALL IMPORTED MATERIALS TO THE PROJECT SITES, INCLUDING BUT NOT LIMITED TO EMBEDMENT MATERIALS, FILL MATERIAL, BACKFILL MATERIAL, SELECT MATERIAL, CRUSHED LIMESTONE BASE, SUBBASE, CONCRETE, STEEL, WOOD FORMS, LIQUID ASPHALT, AGGREGATE, WATER, CEMENT, CURING COMPOUND, GUARD RAIL, HOT MIX, ETC. 4. THE TESTS FOR WHICH THE CONTRACTOR WILL TYPICALLY BE RESPONSIBLE ARE ATTERBERG LIMITS, SIEVE ANALYSIS, PLASTICITY INDICES, MIX DESIGN, CALIFORNIA BEARING RATIOS, TRIAXIAL TESTING, PROCTORS (MOISTURE DENSITY CURVES,) AND ALL TESTS REQUIRED BY THE SPECIFICATIONS THAT PROVE THE MATERIAL BROUGHT TO THE PROJECT SITES MEETS OR EXCEEDS THE SPECIFICATIONS AND CONTRACT DOCUMENTS. THE CITY OF TEMPLE WILL PAY ALL THE CHARGES OF TESTING LABORATORIES FOR SERVICES IN CONNECTION WITH IN PLACE FIELD DENSITIES, CONCRETE CYLINDERS TESTING, HMAC DENSITY TESTS AND ANY IN PLACE TEST REQUIRED FOR QUALITY ASSURANCE. RETESTING AFTER FAILURE OF INPLACE TESTS SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FURNISHING THE ENGINEER WITH ALL OF THE FOLLOWING, AS SPECIFIED HEREIN OR AS DIRECTED BY THE ENGINEER: A. SAMPLES OF ALL MATERIALS TO BE USED ON THE PROJECT WITH IDENTIFICATION AS TO PRODUCT NAME; NAME, LOCATION, PHONE NUMBER (INCLUDING AREA CODE) AND MAILING ADDRESS OF PRODUCT SOURCE AND MANUFACTURER, IF DIFFERENT FROM SOURCE, CONTENT OF PRODUCT; AMOUNT OF EACH INGREDIENT IN THE PRODUCT, AND MANUFACTURER'S DIRECTIONS AS TO USE AND APPLICATION OF THE PRODUCT, IF APPLICABLE. B. MANUFACTURER'S LITERATURE OF ALL MATERIALS AND EQUIPMENT INSTALLED ON THE PROJECT. ANY COSTS ASSOCIATED WITH ANY SAMPLING AND TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THESE COSTS SHALL BE CONSIDERED AS INCIDENTAL AND THE CONTRACTOR WILL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION. 6. THE CONTRACTOR SHALL COORDINATE ALL MATERIALS TESTING WITH THE CITY OF TEMPLE CONSTRUCTION REPRESENTATIVE, INCLUDING SOIL DENSITY TESTS AND RELATED SOILS ANALYSIS. TESTS TO BE ACCOMPLISHED BY AN INDEPENDENT LABORATORY UNDER CONTRACT WITH THE CITY OF TEMPLE, AT THE FREQUENCY, TIME AND LOCATION AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. A COPY OF THE TEST RESULTS TO BE FORWARDED TO THE CITY OF TEMPLE, THE OWNERS REPRESENTATIVE, AND THE CONTRACTOR. TESTS WHICH SHOW UNSATISFACTORY RESULTS ARE TO BE REPEATED AT THE EXPENSE OF THE CONTRACTOR SUBSEQUENT TO THE CONTRACTOR'S REMEDIAL ACTIVITIES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL CHARGES OF TESTING LABORATORIES FOR SERVICES IN CONNECTION WITH INITIAL TESTS MADE ON ALL IMPORTED MATERIALS TO THE PROJECT SITES, INCLUDING BUT NOT LIMITED TO EMBEDMENT MATERIALS, FILL MATERIAL, BACKFILL MATERIAL, SELECT MATERIAL,CRUSHED LIMESTONE BASE, SUBBASE, CONCRETE, STEEL, WOOD FORMS, LIQUID ASPHALT, AGGREGATE, WATER, CEMENT, CURING COMPOUND, GUARD RAIL, HOT MIX, ETC. 8. THE TESTS FOR WHICH THE CONTRACTOR WILL TYPICALLY BE RESPONSIBLE ARE ATTERBERG LIMITS, SIEVE ANALYSIS, PLASTICITY INDICES, MIX DESIGN, CALIFORNIA BEARING RATIOS, TRIAXIAL TESTING, PROCTORS (MOISTURE DENSITY CURVES,) AND ALL TESTS REQUIRED BY THE SPECIFICATIONS THAT PROVE THE MATERIAL BROUGHT TO THE PROJECT SITES MEETS OR EXCEEDS THE SPECIFICATIONS AND CONTRACT DOCUMENTS. THE CITY OF TEMPLE WILL PAY ALL THE CHARGES OF TESTING LABORATORIES FOR SERVICES IN CONNECTION WITH IN PLACE FIELD DENSITIES, CONCRETE CYLINDERS TESTING, HMAC DENSITY TESTS AND ANY IN PLACE TEST REQUIRED FOR QUALITY ASSURANCE. RETESTING AFTER FAILURE OF INPLACE TESTS SHALL BE AT THE EXPENSE OF THE CONTRACTOR.

AutoCAD SHX Text

EXISTING CURB AND GUTTER

AutoCAD SHX Text

EXISTING GUY WIRE

AutoCAD SHX Text

GENERAL EMBEDMENT AND BACKFILL SPECIFICATIONS

AutoCAD SHX Text

1. SAND (FOR PIPE EMBEDMENT) SHALL BE SAND, BLOW SAND, OR SIMILAR MATERIAL. NO CRUSHER FINES SHALL BE ALLOWED. NO CLODS, ROCKS, OR OTHER OBJECTIONABLE MATERIAL WILL BE PERMISSIBLE. 2. CRUSHED STONE (FOR PIPE EMBEDMENT) SHALL BE CRUSHED STONE CONFORMING TO ASTM DESIGNATION 57 FOR CRUSHED AGGREGATE AND HAVING THE FOLLOWING SIEVE ANALYSIS:

AutoCAD SHX Text

3. PEA GRAVEL (FOR PIPE EMBEDMENT) SHALL BE CRUSHED STONE CONFORMING TO ASTM DESIGNATION 57 FOR CRUSHED AGGREGATE AND HAVING THE FOLLOWING SIEVE ANALYSIS:

AutoCAD SHX Text

4. SELECT MATERIAL (AS APPROVED BY THE OWNER) - MATERIAL WHICH IS FREE OF ROCKS, LUMPS, CLODS, ORGANIC MATTER, OR DEBRIS. SELECT MATERIAL BENEATH ASPHALT SHALL HAVE P.I. OF 12 TO 22 AND SHALL BE COMPACTED TO 95% DENSITY ASTM D-698 AT OPTIMUM MOISTURE. ALL OTHER SELECT MATERIAL SHALL BE COMPACTED TO 85% DENSITY ASTM D-698. 5. CONCRETE (FOR EMBEDMENT AND ENCASEMENT) SHALL CONFORM TO ASTM C94. THE COMPRESSIVE STRENGTH OF THE CONCRETE SHALL BE AT LEAST 3000 PSI. 6. BEGINNING AND ENDING OF ENCASEMENTS SHALL NOT BE MORE THAN 6 INCHES FROM A PIPE JOINT. 7. WHERE WATER AND SEWER LINES PARALLEL WITH LESS THAN 10 FEET HORIZONTAL CLEAR DISTANCE, NO ENCASEMENT IS REQUIRED IF BOTH LINES ARE 150 PSI PRESSURE RATED. 8. WHERE MINIMUM COVER, 42" IS NOT AVAILABLE, CONCRETE ENCASEMENT WILL BE REQUIRED. 9. ALL CONCRETE ENCASEMENTS MUST BE INSPECTED BY THE CITY OF TEMPLE PRIOR TO PLACING EMBEDMENT AND/OR BACKFILL.

AutoCAD SHX Text

%%U% RETAINED

AutoCAD SHX Text

%%USIEVE SIZE

AutoCAD SHX Text

AutoCAD SHX Text 0 - 5

AutoCAD SHX Text 95 - 100

AutoCAD SHX Text 90 - 100

AutoCAD SHX Text 40 - 75

AutoCAD SHX Text

%%U% RETAINED

AutoCAD SHX Text 80 - 100

AutoCAD SHX Text

AutoCAD SHX Text 15 - 70

AutoCAD SHX Text

LESS THAN 2

AutoCAD SHX Text 1"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text #4

AutoCAD SHX Text 1/2"

AutoCAD SHX Text #8

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text #10

AutoCAD SHX Text #4

AutoCAD SHX Text

%%USIEVE SIZE

1. WATERLINE SEPARATION DISTANCES FROM EXISTING SANITARY SEWER SHALL CONFORM TO THE REQUIREMENTS AS SET FORTH BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. 2. ALL WATER MAIN CONSTRUCTION SHALL CONFORM TO THE LATEST TEXAS COMMISSION ON ENVIRONMENTAL QUALITY STANDARDS AND SPECIFICATIONS. 3. ALL CONNECTIONS TO EXISTING WATER MAINS SPECIFIED WITHIN CONTRACT DRAWINGS SHALL BE PROVIDED VIA TAPPING SLEEVE AND VALVE SIZED OF THE EXISTING WATERLINE. THE CONNECTION SHALL INCLUDE ALL INCIDENTAL EQUIPMENT AND MATERIALS AS REQUIRED TO PERFORM THE TAP. 4. WATER LINES TO BE LAID TO THE FOLLOWING MINIMUM DEPTHS: 42 INCHES BELOW FINISHED GRADE, TOP OF VALVE STEMS TO BE 18 INCHES TO 36 INCHES BELOW FINISHED GRADE. 5. PRESSURE TAPS TO BE IN ACCORDANCE WITH THE APPLICABLE TECHNICAL SPECIFICATIONS. CONTRACTOR TO DO ALL EXCAVATIONS ETC., ALSO FURNISH, INSTALL AND AIR TEST THE SLEEVE AND VALVE. IF A PRIVATE CONTRACTOR MAKES THE TAP, A PROJECT INSPECTOR MUST BE PRESENT. CONCRETE BLOCKING TO BE PLACED BEHIND AND UNDER ALL TAP SLEEVES IN A MINIMUM OF 24 HOURS AFTER MAKING THE TAP. 6. ALL CONNECTIONS TO EXISTING WATER MAIN SPECIFIED WITHIN CONTRACT DRAWINGS SHALL BE PROVIDED VIA TAPPING SLEEVE AND VALVE SIZED TO THE APPROPRIATE SIZE OF THE EXISTING WATERLINE. THE CONNECTION SHALL INCLUDE ALL INCIDENTAL EQUIPMENT AND MATERIALS AS REQUIRED TO PERFORM THE TAP. 7. WATER LINE TESTING AND STERILIZATION TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE TECHNICAL SPECIFICATIONS. THIS WORK IS SUBSIDIARY TO FURNISHING AND INSTALLING WATERLINES 8. ABOVE GROUND PORTION OF FIRE HYDRANTS ON MAINS UNDER CONSTRUCTION ARE TO BE WRAPPED IN POLYETHYLENE BAG OR ENVELOPE TAPE INTO PLACE, WHICH IS TO BE REMOVED BY THE CONTRACTOR WHEN THE MAINS ARE ACCEPTED AND PLACED IN SERVICE. 9. ALL WATER LINE FITTINGS AND BENDS ARE TO BE DUCTILE IRON UNLESS NOTED OTHERWISE. 10. ALL UNDERGROUND DUCTILE IRON PIPE AND FITTINGS TO BE WRAPPED WITH MINIMUM OF 8 MILLIMETER THICKNESS POLYETHYLENE WRAP APPROVED BY THE DUCTILE IRON PIPE ASSOCIATION. 11. CONTRACTOR TO PROVIDE ADEQUATE THRUST BLOCKING TO WITHSTAND TEST PRESSURES. 12. DO NOT EXCEED MANUFACTURE'S RECOMMENDATION FOR CURVATURE OF LINES AND/OR DEFLECTION OF PIPE JOINTS. 13. CONTRACTOR TO PROVIDE PIPE MANUFACTURE'S PLUGS OR CAPS AT ALL PIPE STUB-OUTS ON WATER LINES NOT CONNECTING TO OTHER LINES. REMOVE PLUGS OR CAPS AND CONNECT TO EXISTING LINES WHERE SHOWN ON PLANS. 14. WHERE A NEW WATERLINE CROSSES WITHIN 18 INCHES UNDER A STORM WATER PIPE OR DITCH, THE WATER LINES SHALL BE CONCRETE ENCASED FOR AT LEAST 12 INCHES OUTSIDE EACH SIDE OF THE STORM WATER PIPE TRENCH OR DITCH. 15. IT IS THE CONTRACTORS RESPONSIBILITY FOR PAYING ANY TAPPING COSTS OR ADDITIONAL FEES REQUIRED BY THE STATE, CITY AND/OR LOCAL MUNICIPALITY TO PROVIDE NEW UTILITY SERVICES. 16. WHERE A NEW POTABLE WATERLINE CROSSES AN EXISTING, NON PRESSURE RATED WASTEWATER LINE, ONE SEGMENT OF THE WATER LINE PIPE SHALL BE CENTERED OVER THE WASTEWATER LINE SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST 9' HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER LINE. THE POTABLE WATERLINE SHALL BE AT LEAST 2' ABOVE THE SEWER LINE. 17. AT LOCATIONS WHERE MECHANICAL JOINT FITTINGS AND/OR VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED AT LOCATIONS WHERE MECHANICAL JOINT FITTINGS AND/OR VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED LOCATIONS WHERE MECHANICAL JOINT FITTINGS AND/OR VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED LOCATIONS WHERE MECHANICAL JOINT FITTINGS AND/OR VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED WHERE MECHANICAL JOINT FITTINGS AND/OR VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED WHERE MECHANICAL JOINT FITTINGS AND/OR VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED MECHANICAL JOINT FITTINGS AND/OR VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED MECHANICAL JOINT FITTINGS AND/OR VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED JOINT FITTINGS AND/OR VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED JOINT FITTINGS AND/OR VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED FITTINGS AND/OR VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED FITTINGS AND/OR VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED AND/OR VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED AND/OR VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED VALVES ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED ABUT, THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED THE CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED CONTRACTOR SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED SHALL PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED PROVIDE FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED FOSTER MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED MECHANICAL JOINT ADAPTERS, OR PRE-APPROVED JOINT ADAPTERS, OR PRE-APPROVED JOINT ADAPTERS, OR PRE-APPROVED ADAPTERS, OR PRE-APPROVED ADAPTERS, OR PRE-APPROVED OR PRE-APPROVED OR PRE-APPROVED PRE-APPROVED PRE-APPROVED EQUAL, PER OWNER'S REQUIREMENTS. 18. MECHANICAL JOINT ADAPTERS TO BE INSTALLED PER MANUFACTURERS CRITERIA AND SHALL BE ADEQUATE TO WITHSTAND OPERATING TEST PRESSURES. MECHANICAL JOINT ADAPTERS TO BE INSTALLED PER MANUFACTURERS CRITERIA AND SHALL BE ADEQUATE TO WITHSTAND OPERATING TEST PRESSURES. 19. THE CONTRACTOR SHALL PROVIDE CONCRETE THRUST BLOCKING AND MEGA LUG JOINT RESTRAINT, OR PRE-APPROVED EQUAL. THE CONTRACTOR SHALL PROVIDE CONCRETE THRUST BLOCKING AND MEGA LUG JOINT RESTRAINT, OR PRE-APPROVED EQUAL. 20. THE CONTRACTOR SHALL USE RESTRAINING JOINT PIPE THROUGH ALL PIPE ENCASEMENTS.THE CONTRACTOR SHALL USE RESTRAINING JOINT PIPE THROUGH ALL PIPE ENCASEMENTS.

WATER AND SEWER

EXTENSION PROJECT

LEGEND

N

1S T

ST

R

EE

T

CALHOUN AVE.

IN

TE

R

ST

A

TE

FR

O

N

TA

G E

R O

A D

IN

TE

R

ST

A

TE

KEYED NOTES

BENCHMARK INFORMATION

CIVIL SITE PLAN

C3.1

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text

IR

AutoCAD SHX Text FOR REVIEW THIS DOCUMENT IS RELEASED FOR THE PURPOSES OF INTERIM REVIEW ONLY AS PER DATE ON DRAWING. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED COMPLETE.

AutoCAD SHX Text

FOR CONSTRUCTION FINAL DRAWINGS

AutoCAD SHX Text

DRAWING STATUS

AutoCAD SHX Text Plot Date

AutoCAD SHX Text Project No

AutoCAD SHX Text Drafted

AutoCAD SHX Text Designed

AutoCAD SHX Text

TEMPLE, TEXAS

AutoCAD SHX Text

JRC

AutoCAD SHX Text 242613.00

AutoCAD SHX Text 6-20-2025

AutoCAD SHX Text 6-20-2025

AutoCAD SHX Text

MLC

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

MONTY L. CLARK

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text 90894

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX…