20261002_100%_DWU_24-in_WTR_plans_-_S&S.pdf

DALLAS WATER UTILITIES

24" R.C.C.P. WATER LINE RELOCATION

BALCH SPRINGS HICKORY TREE ROAD

CITY OF DALLAS, TEXAS

CONTRACT NO.: 26 - 465F

OCTOBER 2026

DESIGN SHEET

No. SHEET TITLE

COVER SHEET

2 GENERAL NOTES (SHEET 1 OF 2)

DWU-WL STA. 10+00.0 TO STA. 13+00.0

DWU-WL STA. 13+00.0 TO STA. 17+00.0

DWU-WL STA. 17+00.0 TO STA. 21+00.0

DWU-WL STA. 21+00.0 TO STA. 25+00.0

DWU-WL STA. 25+00.0 TO STA. 28+96.21

CONSTRUCTION DETAILS (SHEET 1 OF 4)

CONSTRUCTION DETAILS (SHEET 2 OF 4)

PROJECT

SITE

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SHEET 33 SHEET 34 SHEET 35 SHEET 36 SHEET 37

CONSTRUCTION DETAILS (SHEET 3 OF 4)

CONSTRUCTION DETAILS (SHEET 4 OF 4)

685W-0551 SHT.31

685W-0551 SHT.32

685W-0551 SHT.33

685W-0551 SHT.34

685W-0551 SHT.35

685W-0551 SHT.36

685W-0551 SHT.37

685W-0551 SHT.38

685W-0551 SHT.39

685W-0551 SHT.40

685W-0551 SHT.41

SCHAUMBURG POLK,INC.&

BEAUMONT HOUSTON RICHARDSON

KYLE PORT ARTHUR TERRELL TYLER

819 W. MOORE AVE.

TERRELL, TX 75160

972.563.0205 Firm Registration No. F-520

SCHAUMBURG POLK,INC.&

BEAUMONT HOUSTON RICHARDSON

KYLE PORT ARTHUR TERRELL TYLER

819 W. MOORE AVE.

TERRELL, TX 75160

972.563.0205 Firm Registration No. F-520

10-02-2026

DEMOLITION, REMOVAL, DISPOSAL AND EXCAVATION NOTES:

FRANCHISE UTILITY NOTES:

SCHAUMBURG POLK,INC.&

BEAUMONT HOUSTON RICHARDSON

KYLE PORT ARTHUR TERRELL TYLER

819 W. MOORE AVE.

TERRELL, TX 75160

972.563.0205 Firm Registration No. F-520

GENERAL ITEMS:

WATER DESIGN NOTES (DWU APPENDIX G):

1. THE EXISTING WATER LINE IS TO BE USED AS A SERVICE LINE UNTIL THE PROPOSED MAIN HAS BEEN TESTED, APPROVED AND PLACED IN

SERVICE.

2. ABANDON ALL VALVES ON ABANDONED WATER MAINS AS PER DWU STANDARD DRAWING 219. NO SEPARATE PAY ITEM.

3. THE CONTRACTOR SHALL SALVAGE FIRE HYDRANTS AND DELIVER THEM TO 2901 MUNICIPAL STREET, MONDAY THRU FRIDAY BETWEEN 8 A.M.

AND 4P.M. CONTACT LINDELL GASKEY OR JUAN NINO AT 214-670-8970; 24 HOURS PRIOR TO DELIVERY.

4. ALL BENDS, TEES, FIRE HYDRANTS AND PLUGS SHALL BE RESTRAINED TYPE FITTINGS. COMPACT FITTINGS SHALL NOT BE USED. ALL BENDS SHALL BE BLOCKED WITH CLASS “B” CONCRETE AS PER DWU STANDARD DRAWING PP.229-234. ALL FIRE HYDRANTS SHALL BE INSTALLED PER DWU STANDARD DRAWING P.224. POLYWRAP SHALL BE USED ON ALL CAST IRON FITTINGS AND FIRE HYDRANT BASES.

5. ALL WATER SERVICES ARE TO BE REPLACED FROM THE PROPOSED WATER MAIN TO THE METER CLEARING ALL EXISTING AND PROPOSED UTILITIES AND PAVEMENT. RELOCATE AND RESET ALL WATER METER AS REQUIRED AND RECONNECT TO EXISTING HOUSE SERVICES. INSTALL

WATER DEADHEADS TO UNIMPROVED LOTS.

6. FIRE HYDRANT LEADS AND BARRELS SHALL BE SET TO GRADE ESTABLISHED FOR THE PROPOSED PAVING. IF THE HYDRANT IS NOT ACCESSIBLE BECAUSE OF EXISTING GROUND CONDITIONS, THE HYDRANT SHALL BE RAISED WITH EXTENSION(S) AS DIRECTED BY THE OWNER.

7. ALL R.C.C.P. WATER MAINS SHALL BE INSTALLED WITH BONDED JOINTS. ALL D.I. PIPE AND FITTINGS SHALL BE POLYWRAPPED. ALL FLANGED

CONNECTIONS ARE TO BE INSULATED AS PER DWU STANDARD DRAWING 223.

8. THE CONTRACTOR SHALL SEQUENCE HIS CONSTRUCTION SUCH THAT NO MORE THAN ONE FIRE HYDRANT IS OUT OF SERVICE AT ANY GIVEN

TIME.

9. BACKFILL MADE ON BREAK REPAIRS TO EXISTING WATER MAINS MAY HAVE BEEN MADE WITH CRUSHED ROCK. THIS COULD PRESENT A CAVE-IN DANGER TO A NEW DITCH; THEREFORE PRECAUTIONS SHOULD BE TAKEN BY THE CONTRACTOR. NO SEPARATE PAY ITEM.

10. IF REQUIRED BY THE CITY OF DALLAS INSPECTOR, THE CONTRACTOR SHALL INSTALL TEMPORARY WATER LINES ON BOTH SIDES OF THE STREET UNTIL THE NEW WATER MAIN HAS BEEN COMPLETED, TESTED, APPROVED, AND ACCEPTED BY DWU. NO SEPARATE PAY ITEM.

11. WATER SERVICES GREATER THAN 30 FEET SHALL BE A MINIMUM OF 1 INCH IN DIAMETER.

12. THE CONTRACTOR MUST CONTACT DWU TO SCHEDULE WATER MAIN CONNECTIONS AT LEAST 2-3 WEEKS IN ADVANCE OF TIE-IN. THE CONTRACTOR MUST HAVE ALL MATERIALS, EQUIPMENT AND PERSONNEL TO DO THE TIE-INS. IF THE CONTRACTOR IS NOT READY, THE CONTRACTOR WILL LOSE THEIR PLACE IN LINE FOR THE TIE-INS AND WILL NEED TO RESCHEDULE WITH DWU AT A LATER DATE.

13. ONLY DWU PERSONNEL CAN OPEN OR CLOSE WATER MAIN OWNED BY DWU.

UTILITY NOTES:

EROSION CONTROL, VEGETATION & SODDING NOTES:

PAVEMENT REPLACEMENT NOTES (DWU APPENDIX G):

EXTRA NOTES (DWU APPENDIX G):

TRAFFIC CONTROL NOTES:

TRAFFIC CONTROL NOTES (DWU APPENDIX G):

1. THE CONTRACTOR SHALL PROVIDE FOR THE DIVERSION OF PEDESTRIANS AND VEHICLES DURING THE PROGRESS OF WORK IN A

MANNER SATISFACTORY TO THE ON-SITE CITY OF DALLAS INSPECTOR AND IN ACCORDANCE WITH THE CITY OF DALLAS TRAFFIC

BARRICADE MANUAL, LATEST EDITION. NO SEPARATE PAY ITEM.

2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL NEW WATER AND WASTEWATER CONSTRUCTION WITH THE TRAFFIC CONTROL PLAN. SUPPLEMENTAL TRAFFIC CONTROL NEEDED FOR THE WATER AND WASTEWATER CONSTRUCTION SHALL MEET

TXDOT TRAFFIC CONTROL STANDARDS.

3. THE CONTRACTOR SHALL MAINTAIN VEHICULAR TRAFFIC INGRESS AND EGRESS TO PRIVATE PROPERTY AT ALL TIMES.

4. THE CONTRACTOR SHALL REPLACE ANY PAVEMENT MARKINGS AND SIGNS THAT ARE REMOVED OR DAMAGED DURING

CONSTRUCTION. NO SEPARATE PAY ITEM.

1. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" BY THE NORTH TEXAS CENTRAL COUNCIL OF GOVERNMENTS, 5TH EDITION AMENDED BY THE CITY OF BALCH SPRINGS. THE CONTRACTOR SHALL REFERENCE THE LATEST CITY OF BALCH SPRINGS STANDARD DETAILS FOR DETAILS NOT PROVIDED IN THESE PLANS. THE CONTRACTOR SHALL POSSESS ONE SET OF THE NCTCOG STANDARD SPECIFICATIONS AND DETAILS AND THE CITY OF BALCH SPRINGS' "STANDARDS OF DESIGN AND CONSTRUCTION" MANUAL ON THE PROJECT SITE AT ALL TIMES. REFERENCE TO STANDARD DRAWINGS SHALL MEAN THOSE SHOWN IN THE DALLAS WATER UTILITIES STANDARD DRAWINGS FOR WATER AND WASTEWATER CONSTRUCTION (LATEST EDITION).

2. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS AND DEPTHS ARE BASED ON THE BEST AVAILABLE RECORDS AND LIMITED FIELD DATA. THE ENGINEER DOES NOT CERTIFY THAT ALL UTILITIES ARE SHOWN. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS, SIZES, AND DEPTHS OF EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION (INCLUDING ORDERING OF PRE-CAST MANHOLES AND CONCRETE

PIPE IF APPLICABLE). NO SEPARATE PAY ITEM.

3. THE CONTRACTOR SHALL COORDINATE ALL TIE-INS WITH THE ON-SITE CITY OF DALLAS INSPECTOR.

4. THE CONTRACTOR SHALL ENSURE THAT EXISTING FIRE HYDRANTS ARE ACCESSIBLE TO FIRE TRUCKS AT ALL TIMES.

5. CAUTION!! EXISTING UNDERGROUND UTILITIES INVOLVED. CALL DIG TESS AT 1-800-344-8377, 48 HOURS PRIOR TO CONSTRUCTION FOR THE LOCATION OF ANY UNDERGROUND UTILITIES INVOLVED IN THE AREA. NO SEPARATE PAY ITEM.

6. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES AND UTILITY STRUCTURES. POWER POLES MAY HAVE TO BE BRACED AT CONTRACTOR’S EXPENSE. CONTRACTOR SHALL SUPPORT UNDERGROUND UTILITIES WHEN EXCAVATING OR

CONSTRUCTING UNDER SUCH UTILITIES. NO SEPARATE PAY ITEM.

7. ALL ITEMS OF WORK REQUIRED TO COMPLETE THE WORK AS SHOWN OR IMPLIED BY THE PLANS AND SPECIFIED IN THE CONTRACT DOCUMENTS WHICH ARE NOT LISTED AS A PAY ITEM IN THE PROPOSAL SHALL BE CONSIDERED INCIDENTAL.

8. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

ANY MONUMENTATION DESTROYED BY THE CONTRACTOR SHALL BE RE-ESTABLISHED AT CONTRACTOR'S EXPENSE BY A REGISTERED

PROFESSIONAL LAND SURVEYOR.

9. CONTRACTOR SHALL STAKE AND CLEARLY LABEL THE EXISTING AND/OR PROPOSED RIGHT-OF-WAY AND EASEMENTS FOR THE PROJECT.

THESE SHALL BE MAINTAINED AND OR RE-ESTABLISHED IF DAMAGED DURING THE DURATION OF THE PROJECT. AT A MINIMUM STAKES SHALL

BE PLACED AT A SPACING OF 100-FT, LOT LINE, PC, PT AND PI. (NO SEPARATE PAY)

10. UPON THE CITIES REQUEST THE CONTRACTOR SHALL PROVIDE SURVEY NORTHINGS, EASTINGS AND ELEVATIONS BY REGISTERED PROFESSIONAL LAND SURVEYOR FOR: ANY EXISTING UTILITIES THAT MAY BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS OF THE CONSTRUCTION PLANS, AND ANY PROPOSED INSTALLATION TO VERIFY IT HAS BEEN INSTALLED PER PLAN. (NO SEPARATE PAY)

11. ANY ITEM CALLED OUT FOR ON THE PLANS THAT DOES NOT HAVE A SPECIFIC BID ITEM SHALL BE SUBSIDIARY TO THE PROJECT AND NO

SEPARATE PAY SHALL BE GIVEN.

12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PERFORMING ALL CONSTRUCTION LAYOUTS FROM THE SITE LAYOUT CONTROL POINTS, AND FROM THE DIMENSIONS AND CENTERLINES SHOWN. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEFORE

PROCEEDING WITH THE WORK.

13. CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER

(NO SEPARATE PAY), OR AS APPROVED BY THE CITY AND ENGINEER.

14. CONTRACTOR SHALL VIDEO RECORD AND PROVIDE A COPY TO THE CONSTRUCTION INSPECTOR OF THE ENTIRE JOB SITE BEFORE CONSTRUCTION STARTS. VIDEO RECORD OF THE SITE WILL BE USED TO DISPUTE DISCREPANCIES OF ANY PREEXISTING CONDITIONS OF THE

PROJECT SITE BEFORE CONSTRUCTION BEGINS.

15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A NEAT AND ACCURATE REDLINE RECORD OF CONSTRUCTION FOR THE CITY'S RECORDS. THE CONTRACTOR SHALL PROVIDE THE CITY FULL SIZE REPRODUCIBLE MARKUPS THAT RECORD ALL CONSTRUCTION DEVIATING FROM THE PLANS. THESE REDLINE CONSTRUCTION PLAN RECORDS SHALL BE SUBMITTED TO THE CITY AT THE END OF THE JOB AND SIGN BY THE CONTRACTOR. THESE RECORDS MUST BE RECEIVED OR THE CITY WILL NOT RELEASE FINAL RETAINAGE OR ACCEPTANCE ON THE JOB.

1. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL EXISTING CONCRETE AND HMAC PAVEMENT OUTSIDE OF THE CITY LIMITS AS REQUIRED FOR CONSTRUCTION OF THE PROJECT. ALL COST SHALL BE INCLUDED IN THE APPROPRIATE ITEM IN THE BID SCHEDULE.

2. PAYMENTS FOR REMOVAL AND REPLACEMENT OF STREET, DRIVEWAY AND SIDEWALK PAVEMENT SHALL BE BASED ON PLAN QUANTITY AND

NO ADJUSTMENTS WILL BE MADE UNLESS APPROVED IN WRITING BY THE CITY ENGINEER.

3. ALL PAVEMENTS TO BE REMOVED AND REPLACED SHALL BE SAW CUT TO FULL DEPTH ALONG NEAT LINES SHOWN IN THE PLANS. PROPOSED CONCRETE PAVEMENT SHALL BE CONSTRUCTED WITH LONGITUDINAL BUTT CONSTRUCTION JOINTS AT ALL CONNECTIONS TO EXISTING CONCRETE PAVEMENT. CONCRETE PAVEMENT TO BE REMOVED AND REPLACED SHALL BE FULL PANEL REPLACEMENT.

4. THE CONTRACTOR SHALL REMOVE FROM THE PROJECT AREA ALL SURPLUS MATERIAL. THIS WORK SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM. SURPLUS MATERIALS FROM EXCAVATION INCLUDE DIRT, TRASH, ROCK MEASURING GREATER THAN 6" IN THE LARGEST DIMENSION, ETC. SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY OF BALCH SPRINGS IF WITHIN THE CITY LIMITS. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAYS WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER AND THE CITY OF BALCH SPRINGS. IF THE CONTRACTOR PLACES EXCESS MATERIALS IN THESE AREAS WITHOUT WRITTEN PERMISSION, HE WILL BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM SUCH FILL AND HE SHALL REMOVE

THE MATERIAL AT HIS OWN COST.

5. ALL EXCAVATION ON THE PROJECT IS UNCLASSIFIED. IF SOIL BORINGS WERE CONDUCTED THEY ARE PROVIDED IN THE BID/CONTRACT

DOCUMENTS.

1. A TRAFFIC CONTROL SEQUENCE PLAN HAS NOT BEEN PROVIDED IN THE PLAN SET. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER WITH THE STATE OF TEXAS FOR

REVIEW AND APPROVAL BY THE CITY.

2. ALL DETOURING OR TRAFFIC CONTROL PLANS SUBMITTED BY THE CITY FOR REVIEW AND APPROVAL A MINIMUM OF 21

CALENDAR DAYS PRIOR TO PLANNED DAY OF IMPLEMENTATION.

3. WHEN PREPARING TRAFFIC CONTROL PLANS, THE FOLLOWING SHALL BE MAINTAINED: 1) MINIMUM OF 11-FT LANES IN EACH DIRECTION DURING NON-WORKING HOURS, 2) DURING WORKING HOURS ONE LANE MAY BE BLOCKED BUT FLAGGERS MUST

PRESENT AT ALL TIMES UNTIL TWO LANES ARE RE-OPENED.

4. PEDESTRIAN AND VEHICULAR TRAFFIC FLOW, SAFETY AND ACCESS SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ", LATEST EDITION, PART IV IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNLESS OTHERWISE NOTED ON THE TRAFFIC CONTROL PLAN. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK ON THE PROJECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PUBLIC SAFETY IN THE

CONSTRUCTION AREA DURING THE DURATION OF CONSTRUCTION ACTIVITIES.

5. THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE ALL NECESSARY TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (PART 6).THE CONTRACTOR SHALL PROVIDE ACCESS TO PROPERTIES AT ALL TIMES DURING EACH PHASE OF CONSTRUCTION TO ALL LOCAL RESIDENTS, BUSINESSES, MAIL SERVICE, TRASH PICK-UP AND EMERGENCY SERVICES.

6. NO TRAFFIC SIGNS SHALL BE TAKEN DOWN WITHOUT PERMISSION FROM THE CITY. CONTRACTOR NEEDING TO MOVE AND REPLACE TRAFFIC SIGN FOR CONSTRUCTION PURPOSES SHOULD BE PAID FOR UNDER TRAFFIC CONTROL BID ITEM.

7. CONTRACTOR WILL FURNISH AND INSTALL ALL SIGNAGE IN ACCORDANCE WITH TMUTCD GUIDELINES. PRIOR TO INSTALLATION OF SIGNAGE, CONTRACTOR SHALL STAKE LOCATIONS AND RECEIVE APPROVAL FROM CITY ON LOCATIONS. ALL SIGNAGE THAT IS REMOVED BY THE CONTRACTOR SHALL BE SAVED AND DELIVERED TO MUNICIPAL SERVICE CENTER, STREETS DIVISION. ALL

REPLACED SIGNS SHALL BE NEW. SEE CITY REQUIREMENTS FOR SIGN MATERIALS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION, SCHEDULING AND TEMPORARY EQUIPMENT THAT IS NEEDED FOR ALL TEMPORARY TRAFFIC SIGNAL MODIFICATIONS DURING CONSTRUCTION TRAFFIC CONTROL PHASING. (SUBSIDIARY TO

ALL TRAFFIC CONTROL PAY ITEMS)

1. REASONABLE EFFORT HAS BEEN MADE TO SHOW THE LOCATION OF ALL KNOWN UNDERGROUND FRANCHISE UTILITIES AND SERVICE LINES. HOWEVER, THE OWNER ASSUMES NO RESPONSIBILITY FOR FAILURE TO SHOW ANY OR ALL EXISTING SUBSURFACE FRANCHISE UTILITIES OR UTILITY LINE, OR TO SHOW THEM IN THEIR EXACT LOCATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES, SERVICE LINES OR THE LIKE, WHICH ARE EXPOSED BY THE CONSTRUCTION OPERATION.

2. EXISTING FRANCHISE UTILITIES SHOWN IN THESE PLANS REFLECT APPROXIMATE LOCATIONS PRIOR TO RELOCATIONS. SOME RELOCATIONS HAVE OCCURRED WITH UTILITY POLE, GAS, PHONE AND CABLE UTILITIES. THE CONTRACTOR SHALL CONTACT

811/DIG-TESS TO LOCATE EXISTING AND NEW UTILITIES NOT SHOWN IN THESE PLANS.

3. CONTRACTOR SHALL SUPPORT UTILITIES WHERE CROSSING WITH PROPOSED STORM SEWER, WATER LINES AND SANITARY SEWERS.

METHOD OF SUPPORT SHALL BE PROVIDED TO THE OWNER 24 HOURS PRIOR TO CROSSING.

4. THE LOCATION OFF ALL ATMOS GAS LINES, AT&T, CHARTER/SPECTRUM AND TXU/ONCOR ELECTRIC UNDERGROUND PHONE LINES IN THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL CONTACT ATMOS, TXU/ONCOR, AT&T AND CHARTER/SPECTRUM TO VERIFY LOCATION AND DEPTH OF ALL EXISTING GAS, ELECTRIC AND PHONE LINES PRIOR TO CONSTRUCTION.

5. CONTRACTOR SHALL HAVE AND PAY FOR TXU/ONCOR, AT&T AND/OR CHARTER/SPECTRUM SUPPORT AND PROTECT ALL POWER, GUY

WIRES OR CABLE AND/OR LIGHT POLES IN THE WORK AREA.

6. ANY DAMAGE INCURRED TO EXISTING FRANCHISE UTILITIES, APPURTENANCES, UTILITY POLES, LIGHT STANDARDS, ETC. BY CONSTRUCTION RELATED ACTIVITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR

1. THE CONTRACTOR OR DEVELOPER SHALL BE RESPONSIBLE, AS THE ENTITY EXERCISING OPERATIONAL CONTROL, FOR ALL PERMITTING AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA) AND THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ). THIS INCLUDES, BUT IS NOT LIMITED TO, PREPARATION OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), THE CONSTRUCTION SITE NOTICE (CSN), THE NOTICE OF INTENT (NOI), THE TERMINATION (NOT) AND ANY NOTICE OF CHANGE

(NOC) AND IS REQUIRED TO PAY ALL ASSOCIATED FEES.

2. EROSION CONTROL DEVICES AS SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF

LAND DISTURBING ACTIVITIES.

3. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS, SPECIFICATIONS AND STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE PROJECT. EROSION CONTROL DEVICES SHALL BE PLACED AND IN WORKING ORDER PRIOR TO START OF CONSTRUCTION. CHANGES ARE TO BE REVIEWED BY THE DESIGN ENGINEER AND THE CITY OF BALCH SPRINGS PRIOR TO

IMPLEMENTATION.

4. IF THE EROSION CONTROL PLANS AND STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AS APPROVED CANNOT APPROPRIATELY CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN AND/OR THE SWPPP IS REQUIRED TO BE REVISED AND ANY CHANGES REPORTED TO THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ), WHEN APPLICABLE.

5. ALL EROSION CONTROL DEVICES SHALL BE INSPECTED WEEKLY BY THE CONTRACTOR AND AFTER ALL MAJOR RAIN EVENTS, OR MORE FREQUENTLY AS DICTATED IN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP). CONTRACTOR SHALL PROVIDE COPIES

OF INSPECTION'S REPORTS TO THE ENGINEERING INSPECTION AFTER EACH INSPECTION.

6. THE CONTRACTOR SHALL NOT DISPOSE OF WASTE AND ANY MATERIALS INTO STREAMS, WATERWAYS OR FLOODPLAINS. THE CONTRACTOR SHALL SECURE ALL EXCAVATION AT THE END OF EACH DAY AND DISPOSE OF ALL EXCESS MATERIALS. DISPOSAL SITE SHALL BE

DOCUMENTED AND PROVIDED TO THE CITY.

7. CONTRACTOR SHALL GRADE GROUND AND DITCHES DISTURBED BY CONSTRUCTION TO PREVENT PONDING OF STORM WATER RUNOFF.

GRADING SHALL BE SUBSIDIARY TO THE APPROPRIATE BID ITEM FOR UNCLASSIFIED STREET AND UNCLASSIFIED CHANNEL EXCAVATION.

TOPSOIL SHALL BE STOCKPILED AND REPLACED TO A MINIMUM DEPTH OF 6-INCHES AND DISC HARROWED TO A MINIMUM DEPTH OF

4-INCHES (NO PAY ITEM).

8. ALL PARKWAYS, MEDIANS, R.O.W. AND OTHER AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO EXISTING GROUND COVER TYPE AND TO THE CITY AND/OR PROPERTY OWNERS LIKING. CONTRACTOR SHALL REPLACE GRASS AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WITH SOLID SOD AND SHALL MATCH EXISTING TYPE. THESE AREAS SHALL BE TILLED 6-INCHES AND TOPPED WITH 4-INCH OF CLEAN TOP SOIL TO FINAL GRADE AND HAVE GRASS SOD ESTABLISHED IMMEDIATELY. AREAS DISTURBED OUTSIDE THE R.O.W. OR LIMITS OF CONSTRUCTION SHALL HAVE GRASS SOD ESTABLISHED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. SODDED AREAS SHALL BE WATERED AND MAINTAINED UNTIL ESTABLISHED. PAYMENT SHALL BE MADE UNDER THE APPROPRIATE SODDING OR BID

SCHEDULE ITEM.

1. REASONABLE EFFORT HAS BEEN MADE TO SHOW THE LOCATION AND TYPE OF ALL KNOWN CITY OF BALCH SPRINGS UNDERGROUND WET UTILITIES AND SERVICE LINES. HOWEVER, THE CITY OF BALCH SPRINGS ASSUMES NO RESPONSIBILITY FOR FAILURE TO SHOW ANY OR ALL EXISTING CITY OF BALCH SPRINGS UNDERGROUND WET UTILITIES AND SERVICE LINES, OR TO SHOW THEM IN THEIR EXACT LOCATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES, SERVICE LINES OR THE LIKE, WHICH ARE EXPOSED BY THE CONSTRUCTION OPERATION.

2. BIDDERS SHALL MAKE ANY INVESTIGATION OF EXISTING SUBSURFACE CONDITIONS AS DEEMED NECESSARY AT NO EXPENSE TO THE CITY OF BALCH SPRINGS. NEITHER THE CITY OF BALCH SPRINGS NOR THE ENGINEER WILL BE RESPONSIBLE IN ANY WAY FOR ADDITIONAL COMPENSATION FOR EXCAVATION WORK PERFORMED UNDER THIS CONTRACT DUE TO THE

CONTRACTOR'S ASSUMPTIONS.

3. CONTRACTOR SHALL ADJUST ALL CITY OF BALCH SPRINGS UTILITIES TO THE FINAL GRADES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SERVICE LINES CROSSED OR EXPOSED BY CONSTRUCTION OPERATIONS. WHERE EXISTING SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY REPLACE THE SERVICE LINE WITH SAME TYPE OF ORIGINAL CONSTRUCTION OR BETTER.

5. THE CONTRACTOR SHALL EXCAVATE AND FIELD LOCATE THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITY CROSSING LOCATIONS UTILIZING PROVIDED PROJECT CONTROL. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES IDENTIFIED BETWEEN THE CONTRACTORS FIELD VERIFIED EXISTING UTILITY LOCATION AND

PROPOSED LOCATION OF UTILITIES FOR THE PROJECT.

6. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS THAT COMPLY WITH APPLICABLE LAWS GOVERNING EXCAVATION. THESE PLANS SHALL BE SEALED BY AN ENGINEER EXPERIENCED IN THE DESIGN OF TRENCH SAFETY SYSTEMS, REGISTERED IN THE STATE OF TEXAS. THE CONTRACTOR SHALL SUBMIT COMPLETED TRENCH SAFETY PLAN TO THE ENGINEER AND CITY PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE

FOR ALL ASPECTS OF WORK RELATED TO EXCAVATIONS.

7. DEWATERING OF UTILITY TRENCHES, BORES PITS, AND ANY OTHER EXCAVATIONS SHALL BE NO SEPARATE PAY AND SHALL BE

SUBSIDIARY TO THE OTHER PAY ITEMS ON THE PROJECT.

1. SHUT DOWN OF WATER MAINS 20” AND LARGER SHALL ONLY BE DONE DURING WINTER MONTHS OF OCTOBER 1ST THRU APRIL 1ST. ACTUAL

TIME SHALL BE DETERMINED BY THE CONSTRUCTION ENGINEER.

2. CONSTRUCT WASTEWATER LATERAL CLEANOUTS AND WATER METER BOXES IN THE PROPOSED SIDEWALKS WHERE APPLICABLE.

3. ALL EXISTING CULVERTS AND DITCHES ARE TO BE RESTORED SATISFACTORY TO THE CONSTRUCTION ENGINEER. NO SEPARATE PAY ITEM

4. THE CONTRACTOR SHALL PROVIDE WATER SERVICES WITH DEADHEADS AND WASTEWATER LATERALS WITH CLEANOUTS TO ALL UNIMPROVED

LOTS.

5. ALL PROPOSED WATER MAINS SHALL BE PVC C900 (DR-14) CLASS C+ EMBEDMENT, EXCEPT AS NOTED ON THE PLANS.

6. ALL WATER MAINS WITH NO PROFILE SHALL HAVE A MINIMUM COVER AS FOLLOWS: 6”, 8”, 10”, & 12” - 48” BELOW FINISHED STREET GRADE OR

72” BELOW UNIMPROVED GRADE.

7. ABANDON ALL MANHOLES ON ABANDONED WASTEWATER MAINS PER DWU STANDARD DRAWING P.316.

8. CONSTRUCTION DITCHES IN THE TRAFFIC LANES ARE TO BE BACKFILLED OR PLATED AFTER EACH CONSTRUCTION PERIOD.

1. TEMPORARY PAVING SHALL BE USED OVER ALL STREET, DRIVE AND SIDEWALK CUTS (AND TRENCH) WITHIN PROPOSED PAVING LIMITS.

PERMANENT PAVING SHALL BE USED OUTSIDE PROPOSED PAVING LIMITS.

2. FOR ALL CONSTRUCTION PERFORMED OUTSIDE PAVING LIMITS, THE CONTRACTOR WILL BE REQUIRED TO MAKE PAVING REPAIRS IN STRICT ACCORDANCE WITH THE CITY OF DALLAS PAVEMENT CUT AND REPAIR STANDARDS MANUAL (LATEST EDITION).

SCHAUMBURG POLK,INC.&

BEAUMONT HOUSTON RICHARDSON

KYLE PORT ARTHUR TERRELL TYLER

819 W. MOORE AVE.

TERRELL, TX 75160

972.563.0205 Firm Registration No. F-520

REV NO. DATE DESCRIPTION

635GATEGATE

WROUGHT IRON FENCE

GA

TE

GATE

M G

GATE

WM

WROUGHT IRON FENCE

SS

+0

11+00 12+00

48+00 49+00 50+00 51+00 52+00

CAUTION !!!

UTILITY LINES AND PIPELINES MAY BE ENCOUNTERED

THROUGHOUT THE PROJECT. EXACT LOCATIONS AND DEPTHS

OF ALL EXIST. UNDERGROUND UTILITIES AND PIPELINES,

WHERE SHOWN ON THESE PLANS OR NOT, SHALL BE

DETERMINE IN THE FIELD. ANY DAMAGE AND REPAIR TO EXIST.

UTILITIES AND PIPELINES ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

NOTES:

1. EXISTING 24" DWU WATER SUPPLY LINE PROFILE

AND ELEVATION ARE TAKEN FROM APRIL 1967

PLANS BY HUNTER ASSOCIATES CONSULTING

ENGINEERS.

NO IMPROVEMENTS ON THIS SHEET.

PROP. IMPROVEMENTS SHOWN ARE BY

OTHERS, INCLUDED FOR REFERENCE

HORIZONTAL & VERTICAL CONTROL POINTS

POINT #

NORTHING

6954376.91

EASTING

2546148.87

ELEVATION

505.53

POINT DESCRIPTION

TPT 1/2IN W/TRAV CAP

KYLE PORT ARTHUR TERRELL TYLER

819 W. MOORE AVE.

TERRELL, TX 75160

972.563.0205 Firm Registration No. F-520

REV NO. DATE DESCRIPTION

BOLLARD

GATE

GATE

CH

AI

N

LIN

K

FE

NC

EWROUGHT IRON FENCE G WROUGHT IRON FENCE WROUGHT IRON FENCE

BOLLARD

TP CO

CHAIN LINK FENCE

G

M M M

G G

WM

WM

CO

CO

TP

14+00 15+00 16+00

53+00 54+00 55+00 56+00

CAUTION !!!

UTILITY LINES AND PIPELINES MAY BE ENCOUNTERED

THROUGHOUT THE PROJECT. EXACT LOCATIONS AND DEPTHS

OF ALL EXIST. UNDERGROUND UTILITIES AND PIPELINES,

WHERE SHOWN ON THESE PLANS OR NOT, SHALL BE

DETERMINE IN THE FIELD. ANY DAMAGE AND REPAIR TO EXIST.

UTILITIES AND PIPELINES ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

NO IMPROVEMENTS ON THIS SHEET.

PROP. IMPROVEMENTS SHOWN ARE BY

OTHERS, INCLUDED FOR REFERENCE

NOTES:

1. EXISTING 24" DWU WATER SUPPLY LINE PROFILE

AND ELEVATION ARE TAKEN FROM APRIL 1967

PLANS BY HUNTER ASSOCIATES CONSULTING

ENGINEERS.

KYLE PORT ARTHUR TERRELL TYLER

819 W. MOORE AVE.

TERRELL, TX 75160

972.563.0205 Firm Registration No. F-520

REV NO. DATE DESCRIPTION

CHICKEN

COOP

BLDG.

BL

DG

BUILDING

MW

M

M

W M

CO

G

G

CO

TP

CO

CO

WM

M

WM

M

TP

WM

SS

SS

SS

18+00 19+00 20+00

57+00 58+00 59+00 60+00

CAUTION !!!

UTILITY LINES AND PIPELINES MAY BE ENCOUNTERED

THROUGHOUT THE PROJECT. EXACT LOCATIONS AND DEPTHS

OF ALL EXIST. UNDERGROUND UTILITIES AND PIPELINES,

WHERE SHOWN ON THESE PLANS OR NOT, SHALL BE

DETERMINE IN THE FIELD. ANY DAMAGE AND REPAIR TO EXIST.

UTILITIES AND PIPELINES ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

NO IMPROVEMENTS ON THIS SHEET.

PROP. IMPROVEMENTS SHOWN ARE BY

OTHERS, INCLUDED FOR REFERENCE

HORIZONTAL & VERTICAL CONTROL POINTS

POINT #

NORTHING

6954931.31

EASTING

2546081.17

ELEVATION

496.53

POINT DESCRIPTION

TPT 1/2IN W/TRAV CAP

NOTES:

1. EXISTING 24" DWU WATER SUPPLY LINE PROFILE

AND ELEVATION ARE TAKEN FROM APRIL 1967

PLANS BY HUNTER ASSOCIATES CONSULTING

KYLE PORT ARTHUR TERRELL TYLER

819 W. MOORE AVE.

TERRELL, TX 75160

972.563.0205 Firm Registration No. F-520

REV NO. DATE DESCRIPTION

635BUILDING

CONCRETE

BUILDING

PAVERS

BLDG.

WOOD DECK

G

W M

M

WM

BRICK CARPORTCOVERED

G

BUILDING

M

CO

SS

22+00 23+00 24+00

61+00 62+00 63+00 64+00

NOTES:

1. EXIST. FEATURES, DRIVEWAY, DRIVEWAY CULVERT, 6'X4'

RCB, AND DRAINAGE DITCH SHALL BE REMOVED AND

REPLACED BACK TO EXIST. GRADES. ANY OTHER EXIST.

FEATSURES REQUIRED TO BE REMOVED AND REPLACED IN

ORDER FOR CONSTRUCTION SHALL BE REPLACED BACK

TO EXIST. CONDITIONS. (NO SEPARATE PAY FOR THESE

ITEMS.)

2. PROVIDE RESTRAINED JOINTS THROUGHOUT RELOCATED

24-INCH PIPE OFFSET BETWEEN TIE-IN LOCATIONS. ALL

BENDS SHALL BE RESTRAINED IN ACCORDANCE TO DWU

STANDARDS.

3. EXISTING 24" DWU WATER SUPPLY LINE PROFILE AND

ELEVATION ARE TAKEN FROM APRIL 1967 PLANS BY

HUNTER ASSOCIATES CONSULTING ENGINEERS.

4. REMOVE AND DISPOSE OF EXIST. C303 PIPE. BACKFILL

SHALL BE NATIVE FILL COMPACTED AT 95% STANDARD

PROCTOR DENSITY.

CAUTION !!!

UTILITY LINES AND PIPELINES MAY BE ENCOUNTERED

THROUGHOUT THE PROJECT. EXACT LOCATIONS AND DEPTHS

OF ALL EXIST. UNDERGROUND UTILITIES AND PIPELINES,

WHERE SHOWN ON THESE PLANS OR NOT, SHALL BE

DETERMINE IN THE FIELD. ANY DAMAGE AND REPAIR TO EXIST.

UTILITIES AND PIPELINES ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

HORIZONTAL & VERTICAL CONTROL POINTS

POINT #

NORTHING

6955337.09

EASTING

2546133.34

ELEVATION

489.43

POINT DESCRIPTION

TPT 1/2IN W/TRAV CAP

KYLE PORT ARTHUR TERRELL TYLER

819 W. MOORE AVE.

TERRELL, TX 75160

972.563.0205 Firm Registration No. F-520

REV NO. DATE DESCRIPTION

T T

WM

G

WMWMWM

CO WM

TP

COCO

WM

SS

W

26+00 27+00 28+00

65+00 66+00 67+00 68+00

CAUTION !!!

UTILITY LINES AND PIPELINES MAY BE ENCOUNTERED

THROUGHOUT THE PROJECT. EXACT LOCATIONS AND DEPTHS

OF ALL EXIST. UNDERGROUND UTILITIES AND PIPELINES,

WHERE SHOWN ON THESE PLANS OR NOT, SHALL BE

DETERMINE IN THE FIELD. ANY DAMAGE AND REPAIR TO EXIST.

UTILITIES AND PIPELINES ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

NO IMPROVEMENTS ON THIS SHEET.

PROP. IMPROVEMENTS SHOWN ARE BY

OTHERS, INCLUDED FOR REFERENCE

HORIZONTAL & VERTICAL CONTROL POINTS

POINT #

NORTHING

6955766.34

6956164.19

EASTING

2546074.54

2546054.36

ELEVATION

489.38

494.55

POINT DESCRIPTION

TPT 1/2IN W/TRAV CAP

TPT X CUT

NOTES:

1. EXISTING 24" DWU WATER SUPPLY LINE PROFILE

AND ELEVATION ARE TAKEN FROM APRIL 1967

PLANS BY HUNTER ASSOCIATES CONSULTING

KYLE PORT ARTHUR TERRELL TYLER

819 W. MOORE AVE.

TERRELL, TX 75160

972.563.0205

KYLE PORT ARTHUR TERRELL TYLER

819 W. MOORE AVE.

TERRELL, TX 75160

972.563.0205 Firm Registration No. F-520

SNAP RING RESTRAINED JOINT

SCALE: N.T.S.

SPIGOT RING

O-RING

GASKET

SNAP RING BELL

SNAP RING INSERT

LAY LENGTH

OVERALL LENGTH

JOINT

ENGAGEMENT

FOAM LINED DIAPER

PLACED IN FIELD

CEMENT MORTAR

POURED IN FIELD

SHOP APPLIED

CEMENT MORTAR

COATING

CEMENT MORTAR

PLACED IN FIELD

JOINT

ENGAGEMENT

HORIZONTAL LENGTH

LAYING LENGTH

MAX JOINT PULL

SHOP APPLIED

CEMENT MORTAR

LINING

PROFILE VIEW

LENGTHS SHOWN ARE ALONG CENTERLINE FOR

ILLUSTRATIVE PURPOSES ONLY. ACTUAL LENGTHS

ARE SHOWN ON THE LAYOUT DRAWINGS

NOTES:

1. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE

NOTED.

2. APPLY JOINT LUBRICANT TO THE INSIDE OF THE BELL,

THE GASKET GROOVE AND THE GASKET. GASKET

STRETCH SHALL BE EQUALIZED AROUND THE ENTIRE

CIRCUMFERENCE OF THE JOINT. THE GASKET

POSITION SHALL BE CHECKED AROUND THE FULL

CIRCUMFERENCE OF THE JOINT BY INSERTING A

STEEL FEELER GAUGE INTO THE JOINT TO

DETERMINE IF THE GASKET IS PROPERLY SEATED IN

THE GROOVE.

C

YL

O .D

KYLE PORT ARTHUR TERRELL TYLER

819 W. MOORE AVE.

TERRELL, TX 75160

972.563.0205

KYLE PORT ARTHUR TERRELL TYLER

819 W. MOORE AVE.

TERRELL, TX 75160

972.563.0205