PWSD_SWRF Second Potable Water Service Line Drawings.pdf

Contract Drawings For:

SWRF SECOND POTABLE

WATER SERVICE LINE

SOUTH WATER RECLAMATION FACILITY

HDR Project No. 10347385

June 2025

INDEX OF DRAWINGS:

00G000 COVER, VICINITY MAP AND INDEX OF DRAWINGS

00G010 SWRF STANDARD NOTES

02C104 PLAN AND PROFILE

02C501 DETAILS 1

02C502 DETAILS 2

02C503 DETAILS 3

02C504 DETAILS 4

03C102 GESC PLAN

03C501 GRADING EROSION & SEDIMENT CONTROL (GESC)

03C502 GRADING EROSION & SEDIMENT CONTROL (GESC)

03C503 GRADING EROSION & SEDIMENT CONTROL (GESC)

03C504 GRADING EROSION & SEDIMENT CONTROL (GESC)

03C505 GRADING EROSION & SEDIMENT CONTROL (GESC)

03C506 GRADING EROSION & SEDIMENT CONTROL (GESC)

03C507 GRADING EROSION & SEDIMENT CONTROL (GESC)

03C508 GRADING EROSION & SEDIMENT CONTROL (GESC)

03C509 GRADING EROSION & SEDIMENT CONTROL (GESC)

03C510 GRADING EROSION & SEDIMENT CONTROL (GESC)

PROJECT

ISSUED FOR BID

PWSD STANDARD NOTES:

3.1.1 GENERAL NOTES

1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE PWSD ENGINEERING STANDARDS AND SPECIFICATIONS, LATEST VERSION.

2. THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES AND THE TOWN OF PARKER, DOUGLAS COUNTY AND OTHER NEIGHBORING CITIES AND TOWNS PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY EXISTING UTILITY (INCLUDING DEPTHS) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE.

3. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. THE ACTUAL LOCATIONS MAY VARY FROM THE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES. WHENEVER THE CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS CONTACT THE PWSD IMMEDIATELY.

4. PWSD ENGINEER AND OTHER APPROVING AGENCIES ARE TO BE NOTIFIED 48 HOURS PRIOR TO CONSTRUCTION.

5. THE CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS NECESSARY TO PERFORM THE PROPOSED WORK.

6. ALL CONCRETE SHALL BE A MINIMUM OF CLASS A, 6 SACK, TYPE II, 3000-POUND COMPRESSION STRENGTH.

7. THE DESIGN ENGINEER SHALL SUBMIT ONE (1) SET OF "AS-BUILT" DRAWINGS AND ELECTRONIC FILES TO THE DISTRICT ENGINEER FOR APPROVAL BY DISTRICT. AFTER APPROVAL HAS BEEN GRANTED BY THE DISTRICT ENGINEER, FULL SIZE PRINTS SHALL BE TRANSMITTED TO THE PWSD OFFICE.

8. NO WORK SHALL BE BACKFILLED UNTIL THE CONSTRUCTION HAS BEEN INSPECTED AND APPROVED FOR BACKFILLING BY THE DISTRICT ENGINEER OR REPRESENTATIVE OF THE DISTRICT ENGINEER. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY. COMPACTION TESTS MUST BE SUBMITTED TO DISTRICT ENGINEER PRIOR TO PROBATIONARY

ACCEPTANCE.

9. TRENCHES SHALL BE EXCAVATED AND THE PIPE EXPOSED FOR THE INSPECTION AT ANY LOCATION ON THE PROJECT IF SO ORDERED BY THE INSPECTOR.

10. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE PROPER FUNCTIONING OF LINES (WATER AND SEWER) FOR UP TO TWO (2) YEARS FROM THE DATE OF PROBATIONARY ACCEPTANCE OF THE LINES BY THE DISTRICT. ANY MALFUNCTION DURING THIS PERIOD OF GUARANTEE SHALL BE REMEDIED BY THE CONTRACTOR TO THE SATISFACTION OF THE DISTRICT ENGINEER AT NO

EXPENSE TO THE DISTRICT.

11. SURFACE GRADES ARE TO BE WITHIN PLUS OR MINUS ONE FOOT OF FINISHED GRADE AND VERIFICATION OF COMPACTION RESULTS OBTAINED PRIOR TO THE INSTALLATION OF WATER AND

SEWER LINES. RESULTS MUST BE SUBMITTED TO THE DISTRICT ENGINEER.

12. ALL SERVICES WILL BE PERMANENTLY MARKED ON CURB FACE AS FOLLOWS:

“X” FOR SANITARY SERVICE SEWERS

“V” FOR WATER SERVICES

14. NO TREES ALLOWED IN EASEMENTS OR WITHIN 8’ OF WATER OR SANITARY SEWER MAINS IN RIGHT OF WAY.

15. THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE PLANS WHICH HAVE BEEN APPROVED BY THE PWSD AND THE DISTRICT ENGINEER AND ONE (1)

COPY OF THE LATEST PWSD SPECIFICATION MANUAL.

3.1.2 WATER SYSTEM NOTES:

1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE PWSD ENGINEERING STANDARDS AND SPECIFICATIONS, LATEST REVISION.

2. ALL WATER MAINS SHALL BE PER PWSD MATERIALS SPECIFICATIONS. ALL MATERIALS IN CONTACT WITH POTABLE WATER SHALL BE SUITABLE FOR CHLORINATED AND CHLORAMINATED WATER.

3. ALL BENDS, PLUGS, REDUCERS, AND FIRE HYDRANTS TO BE RODDED OR MEGA-LUGGED. ALL FITTINGS SHALL BE WRAPPED PER PWSD MATERIALS SPECIFICATIONS.

4. THERE SHALL BE A MINIMUM COVER OF 4.5 FEET OVER ALL WATER MAINS.

5. FIRE HYDRANTS SHALL CONFORM TO AWWA C-502 "DRY BARREL FIRE HYDRANTS" PIPE HYDRANT ASSEMBLIES PER PWSD SPECIFICATIONS.

6. ALL BENDS, TEES, FIRE HYDRANTS, BLOW-OFFS, AND PLUGS AT DEAD-END MAINS SHALL BE PROTECTED FROM THRUST WITH CONCRETE THRUST BLOCKS.

7. PRECAUTIONS SHALL BE TAKEN TO PROTECT THE INTERIOR OF PIPES, FITTINGS, AND VALVES AGAINST CONTAMINATION. ALL OPENINGS IN THE PIPELINE SHALL BE CLOSED WITH WATERTIGHT PLUGS WHEN PIPE LAYING IS STOPPED AT THE CLOSE OF THE DAY’S WORK OR FOR OTHER REASONS, SUCH AS REST BREAKS OR MEAL PERIODS.

8. VALVES IN STREETS ARE TO BE LOCATED AT PROPERTY LINE EXTENSIONS EXCEPT FOR TAPPING TEES; WHERE AN ADDITIONAL VALVE SHALL BE PLACED ON THE TAPPING TEE. OTHER

LOCATIONS SHOWN ON THE PLANS.

9. WHEN NECESSARY TO LOWER OR RAISE WATER LINES AT STORM DRAINS AND OTHER UTILITY CROSSING, A MINIMUM CLEARANCE OF 1.5 FEET SHALL BE MAINTAINED BETWEEN OUTSIDE OF

PIPES.

10. THE CONTRACTOR SHALL NOTIFY THE PWSD AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION. IF WORK IS SUSPENDED FOR ANY PERIOD OF TIME AFTER INITIAL START-UP, THE

CONTRACTOR MUST NOTIFY THE DISTRICT ENGINEER 48 HOURS PRIOR TO RE-START.

11. PIPE BEDDING SHALL BE A CLEAN, WELL-GRADED SAND OR SQUEEGEE SAND IN ACCORDANCE WITH PWSD STANDARDS AND SPECIFICATIONS, LATEST REVISION.

12. THE CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO PROCEEDING WITH THE EXCAVATION.

ALL WORK PERFORMED IN THE AREA OF THE PUBLIC UTILITIES SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES.

13. COMPACTION OF ALL TRENCHES MUST BE ATTAINED IN ACCORDANCE WITH THE SOILS REPORTS AND COMPACTION TEST RESULTS SUBMITTED TO THE DISTRICT ENGINEER PRIOR TO

PROBATIONARY ACCEPTANCE.

14. AT LEAST FIVE (5) DAYS PRIOR TO THE START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING WILL BE HELD AT THE OFFICE OF THE DISTRICT ENGINEER AND ATTENDED BY THE

CONTRACTOR, DESIGN ENGINEER, AND REPRESENTATIVE OF OTHER APPROVING AGENCIES.

15. CHLORINATION AND FLUSHING: ALL WATER MAINS SHALL BE INSTALLED AND CHLORINATED PER PWSD SPECIFICATIONS. CHLORINATION OF FINISHED PIPELINE COMPLETED BEFORE

HYDROSTATIC TESTING.

16. HYDROSTATIC TESTING: ALL WATER MAINS SHALL BE TESTED PER THE REQUIREMENTS OF THE PWSD SPECIFICATIONS UP TO MINIMUM OF 150 PSI IN THE PRESENCE OF A PWSD

INSPECTOR/ENGINEER.

3.1.3 SANITARY SEWER SYSTEM NOTES:

1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE PWSD ENGINEERING STANDARDS AND SPECIFICATIONS, LATEST VERSION.

2. ALL SEWER MAINS SHALL BE PVC, ASTM D-3034, SDR 35 OR APPROVED EQUAL. ALL SEWER MAIN SIZE IS 8" IN DIAMETER UNLESS OTHERWISE NOTED.

3. SEWER LINES SHALL BE INSTALLED 5.0 FEET SOUTH OR WEST OF STREET CENTERLINE, UNLESS OTHERWISE SHOWN ON PLANS. SEWER LINES SHALL BE 10.00 FEET FROM WATER LINES EXCEPT WHEN CROSSING EACH OTHER. SEWER LINES WHICH CROSS LESS THAN 1.50 FEET VERTICALLY FROM THE WATER MAIN SHALL BE ENCASED IN CONCRETE AS PER PWSD SPECIFICATIONS. USE

RUBBER GASKETS FOR PVC ENCASEMENT.

4. SEWER RIM ELEVATIONS SHOWN ARE APPROPRIATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. RING AND COVER SHALL BE SET IN CENTERED CONCRETE RINGS WITH RAM-NECK

FOR ADJUSTMENT TO MATCH FINAL PAVEMENT ELEVATIONS.

5. THE CONTRACTOR AND SURVEY CREW SHALL VERIFY ELEVATIONS OF EXISTING SEWER LINES AND MANHOLES TO BE TIED TO PRIOR TO CONSTRUCTION OR STAKING OF SANITARY SEWER.

3.1.3 SANITARY SEWER SYSTEM NOTES (CONTINUED):

1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE PWSD ENGINEERING STANDARDS AND SPECIFICATIONS, LATEST VERSION.

2. ALL SEWER MAINS SHALL BE PVC, ASTM D-3034, SDR 35 OR APPROVED EQUAL. ALL SEWER MAIN SIZE IS 8" IN DIAMETER UNLESS OTHERWISE NOTED.

3. SEWER LINES SHALL BE INSTALLED 5.0 FEET SOUTH OR WEST OF STREET CENTERLINE, UNLESS OTHERWISE SHOWN ON PLANS. SEWER LINES SHALL BE 10.00 FEET FROM WATER LINES EXCEPT WHEN CROSSING EACH OTHER. SEWER LINES WHICH CROSS LESS THAN 1.50 FEET VERTICALLY FROM THE WATER MAIN SHALL BE ENCASED IN CONCRETE AS PER PWSD SPECIFICATIONS. USE

RUBBER GASKETS FOR PVC ENCASEMENT.

4. SEWER RIM ELEVATIONS SHOWN ARE APPROPRIATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. RING AND COVER SHALL BE SET IN CENTERED CONCRETE RINGS WITH RAM-NECK

FOR ADJUSTMENT TO MATCH FINAL PAVEMENT ELEVATIONS.

5. THE CONTRACTOR AND SURVEY CREW SHALL VERIFY ELEVATIONS OF EXISTING SEWER LINES AND MANHOLES TO BE TIED TO PRIOR TO CONSTRUCTION OR STAKING OF SANITARY SEWER.

6. NO UNDERDRAIN SYSTEM WILL BE ALLOWED TO BE PLACED IN MAINLINE OR SEWER SERVICE TRENCHES.

7. SEWER SERVICE TEES FOR EACH UNIT SHALL BE STAKED BY A SURVEY CREW AND FURNISHED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH TO THE ENGINEER "AS

CONSTRUCTED" LOCATION OF TEES. SEWER WYES SHALL BE USED RATHER THAN TEES.

8. ALL MANHOLES SHALL BE 48-INCHES IN DIAMETER WITH 24-INCH RING AND COVER, ECCENTRIC CONE UNLESS OTHERWISE SPECIFIED. ALL MANHOLES SHALL HAVE SHAPED INVERTS.

9. PIPE BEDDING SHALL BE CLASS "B" AND SHALL CONFORM TO ASTM C-33 OR D-448 GRADATION NO. 6 OR NO. 67.

10. AT LEAST FIVE (5) DAYS PRIOR TO THE START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING WILL BE HELD AT THE OFFICE OF THE DISTRICT ENGINEER AND ATTENDED BY THE CONTRACTOR AND REPRESENTATIVES OF THE OTHER APPROVING AGENCIES. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE DISTRICT ENGINEER TO SCHEDULE THIS

MEETING.

11. THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE PLANS WHICH HAVE BEEN APPROVED BY THE PWSD AND THE DISTRICT ENGINEER AND ONE (1)

COPY OF THE LATEST PWSD SPECIFICATION MANUAL.

12. ALL SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE PWSD STANDARDS AND SPECIFICATIONS PRIOR TO ACCEPTANCE OR ANY CONNECTION TO AN EXISTING SEWER LINE.

13. PRIOR TO STARTING WORK WHERE SEWER MAIN IS TO BE CONNECTED TO EXISTING PWSD SEWER SYSTEMS. THE NEAREST MANHOLE TO THE POINT OF TIE-IN SHALL BE PLUGGED WITH A PLUMBER'S PLUG ON THE INLET SIDE BY THE CONTRACTOR. THIS PLUG SHALL REMAIN IN PLACE UNTIL FINAL PROBATIONARY ACCEPTANCE BY PWSD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUMPING AND CLEANING THESE MANHOLES AND REMOVING THE PLUG WHEN INSTRUCTED BY THE DISTRICT.

14. PRIOR TO PROBATIONARY ACCEPTANCE WALK-THROUGH, THE CONTRACTOR SHALL JET CLEAN THE ENTIRE SANITARY SEWER SYSTEM AND PUMP OUT AT THE PLUGGED MANHOLE.

3.2 ELECTRONIC AS-BUILT CONSTRUCTION DRAWING REQUIREMENT:

THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING AS-BUILT DRAWINGS COMPLETE WITH A KINEMATIC GPS SURVEY TO INCLUDE ALL DISTANCES BETWEEN MANHOLES AND LOCATIONS OF WYES OR SERVICE TEES. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT FINAL ELECTRONIC AS-BUILT DRAWINGS AND INFORMATION TO PWSD FOLLOWING FINAL PROBATIONARY ACCEPTANCE OF THE PROJECT. THE AS-BUILT DRAWINGS SHALL BE PROVIDED IN ELECTRONIC FORMAT AND COMPATIBLE WITH CAD OR GIS IN AUTOCAD OR ERSI FORMAT ON A PORTABLE STORAGE DEVICE SUCH AS A

DVD OR USB MEMORY DRIVE.

· COORDINATE SYSTEM: ALL CAD AND GIS FILES SHALL BE REGISTERED TO THE NORTH AMERICAN DATUM 83 (NAD 83) COLORADO STATE PLANE CENTRAL ZONE COORDINATE SYSTEM (GRID), UNITS FEET WITH TIES TO THE MONUMENT HIGH ACCURACY REGIONAL NETWORK SYSTEM (HARNS) POINTS. IF A SEPARATE VERTICAL DATUM IS USED, IT MUST BE NAVD 88. IF A GEOID MODEL IS USED, IT MUST BE GEOID 99. INFORMATION ON HARNS POINTS IS AVAILABLE THROUGH DOUGLAS COUNTY, CLERK AND RECORDER.

FALSE EASTING: 3000000.000316

FALSE NORTHING: 999999.999996

CENTRAL MERIDIAN: -105.500000

STANDARD PARALLEL 1: 38.450000

STANDARD PARALLEL 2: 39.750000

LATITUDE OF ORIGIN: 37.833333

· MINIMUM INFORMATION: THE AS-BUILT DRAWINGS WILL INCLUDE THE MINIMUM INFORMATION LISTED BELOW AND EACH FEATURE MUST BE PROVIDED ON THEIR OWN LAYER.

1. LOTS – OUTLINE, SUBDIVISION, LOT NUMBER, BLOCK NUMBER, ADDRESS.

2. STREETS – CENTERLINE, FULL NAME.

3. WATER LINES – MATERIAL TYPE, SIZE, LINEAR FEET, ALL VALVES, FIRE HYDRANTS FLANGE ELEVATION, LABELS ON VALVES INDICATING TYPE AND ELEVATION, AIR VACS AND BLOWOFFS WITH

LABELS, CURB STOPS, AND ALL METERS.

4. WATER SERVICES – TO INCLUDE LOCATION OF CURB STOP, METER PIT (IF PRESENT), MAP OF AS-BUILT ROUTING SERVICE LINE FROM CURB STOP TO ENTRY OF PREMISE, AND SIZE OF SERVICE LINE. FOR COMMERCIAL AND IRRIGATION SERVICE INCLUDE THE MAKE, MODEL AND SIZE OF REDUCING PRESSURE BACKFLOW PREVENTER INSTALLED.

5. SEWER LINES – MATERIAL TYPE, SIZE, LINEAR FEET, MANHOLES WITH LABELS, RIM ELEVATION, INVERT ELEVATIONS, PIPE SLOPE, FORCE MAINS.

6. SEWER SERVICES - TO INCLUDE MAP OF ROUTING FROM LOT LINE TO ENTRANCE OF PREMISE.

7. EASEMENTS – OUTLINE, SIZE (30’, 50’, ETC.), TYPE (UTILITY, HOA, ETC.)

8. FITTINGS - SHOW ALL ELEMENTS SUCH AS METERS, CURB STOPS, VALUES, VAULTS, WYES, TEES, CLEANOUTS ETC.

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

PROCESS GENERAL

PWSD STANDARD NOTES

00G010.DWG

AS NOTED 00G010J. HILL06/2025 ISSUED FOR BID

5794 5795

965795

57985798

W

W

W

W

W

W

W

W

W

SANITARY MANHOLE

RIM ELEV.=5792.16'

INV.(S)=5773.91'

INV.(W)=5773.76'

INV.(N)=5773.56'W

W

W W W

6" GATE VALVE

LIMITS OF WORK AND

DISTURBANCE AREA

EXISTING 2" PSW FROM

SOLIDS HANDLING BUILDING

0+00

1+00

2+00

3+00

4+00

4+94.40

EXISTING 6" POTABLE

WATER FROM SOLIDS

HANDLING BUILDING

ASPHALT

CONCRETE

STA 0+94.85

22.5 DEG BEND

N: 1618541.46 E: 3203431.18

DELTA = 22.51 DEGREES

STA 3+42.17

22.5 DEG BEND

N: 1618539.70 E: 3203183.87

DELTA = 22.51 DEGREES

STA 4+31.74

90 DEG ELBOW

N 1618511.78 E 3203098.76

STA 4+88.07

90 DEG ELBOW

N: 1618458.14 E: 3203115.95

STA 4+92.42

8" x 6" REDUCER

STA 4+94.40

STA 4+90.50

8" GATE VALVE

N: 1618458.91 E: 3203118.26

STA 0+01.89

8" GATE VALVE

N 1618530.65 E 3203516.33

STA 0+00.00

HOT TAP EXISTING

16-INCH WATERLINE

N 1618531.24 E 3203518.13

STA 0+43.84

45 DEG BEND

N: 1618517.83 E: 3203476.39

DELTA = 45.33 DEGREES

P H

PH #2A

P H

PH #4

P H

PH #2

P H

PH #3

P H

PH #3A

#1 SITE BENCHMARK

EL. 5796.12

N 1618554.17 E 3203394.03

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AT

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EL

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N

STATION

-0+100+000+501+001+502+002+503+003+504+004+505+00

EXISTING GRADE

SS

APPROX EL. = 5773

ST

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VC

8" DR14 PVC PIPE - RESTRAIN ALL JOINTS

18" RCP

INV. ELEV = 5792.16

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

PROCESS

KEY NOTES:

1. CONTRACTOR TO POTHOLE AND CONFIRM PIPE

SIZE AND DEPTH. CUT INTO THE ASSUMED 6"

PIPING AND INSTALL 6" GATE VALVE. MAKE

CONNECTION TO EXISTING PIPING USING A

SOLID SLEEVE.

2. REMOVE EXISTING 90 DEGREE BEND AND

CONNECT TO EXISTING WATERLINE USING A

6" TEE.

3. MOVE EXISTING PORTABLE TRUCK SCALE

DURING CONSTRUCTION, REPLACE IN SAME

LOCATION AFTER CONSTRUCTION.

4. APPROXIMATE LOCATION WHERE EXISTING

PAVEMENT DEPTH CHANGES FROM 10" TO THE

EAST, TO 4" TO THE WEST.

5. ISOLATION VALVE, 8" GATE VALVE AND PLACE

TRACER WIRE LOCATOR BOX ADJACENT TO

VALVE BOX IN LOCATION APPROVED BY THE

OWNER AND PER DETAIL 4 ON SHEET 02C502,

SEE VALVE BOX DETAIL.

6. REMOVE AND REPLACE EXISTING RETAINING

WALL AS NEEDED FOR WATERLINE

CONSTRUCTION. EXISTING RETAINING WALLS

ARE SHOWN ON DETAIL 1/02C504.

7. POTHOLE TO CONFIRM ELEVATION AND PIPE

DIAMETER PRIOR TO PROCURING TAPPING

SADDLE.

8. VERIFY EXISTING DEPTH OF ASPHALT BEFORE

PROCEEDING WITH PROJECT. SAWCUT

EXISTING ASPHALT AND REPLACE IN KIND TO

MATCH EXISTING DEPTH (~4") WITH TOWN OF

PARKER MIX DESIGN CRITERIA.

9. REMOVE CONCRETE PAN TO INSTALL

WATERLINE. VERIFY CONCRETE DEPTH AND

REPLACE IN KIND. UTILIZE CDOT CLASS B MIX

TO MEET CDOT STANDARDS M-609.

10. CONTRACTOR TO DEVELOP A TRAFFIC

CONTROL PLAN AND OBTAIN PERMITTING

THROUGH THE TOWN OF PARKER FOR WORK

WITHIN THE RIGHT-OF-WAY OF TWENTY MILE

ROAD.

GENERAL NOTES

A. NEW 8" WATER LINE TO BE C900 PVC, WITH

WALL THICKNESS EQUIVALENT TO DR14 OR

THICKER. INSTALL TRACER WIRE ALONG PIPE IN

ACCORDANCE WITH PWSD STANDARDS AND

DETAILS.

B. CONTRACTOR SHALL POTHOLE WATER LINE

CONNECTIONS BEFORE SUBMITTING PIPE

LAYOUT OR INSTALLATION OF ANY PIPE.

CONFIRM PIPE TIE IN LOCATIONS AND

ELEVATIONS AT STATIONS 0+00 AND 4+49.4,

WHICH COULD NOT BE DETERMINED DURING

DESIGN POTHOLE EFFORTS. MODIFICATIONS TO

THE ALIGNMENT SLOPE AND CONNECTION

LOCATION MAY BE REQUIRED TO

ACCOMMODATE WATERLINE LOCATION.

C. FITTINGS SHALL BE RESTRAINED USING BOTH

THRUST BLOCKS AND RESTRAINED JOINTS.

SEE DETAILS 3 AND 4 ON SHEET 02C501 AND

DETAIL 1 ON SHEET 02C503.

D. PROTECT TREES AND ROOTS DURING

WATERLINE CONSTRUCTION. ANY TREE

TRIMMING MUST BE APPROVED BY THE OWNER

BEFORE PROCEEDING.

E. ALL WORK INCLUDING BUT NOT LIMITED TO

EXCAVATION, PIPE INSTALLATION, CLEANING

AND DISINFECTION SHALL ADHERE TO PWSD

2017 STANDARDS AND SPECIFICATIONS MANUAL

AND THOSE LISTED IN THESE DOCUMENTS.

X

ELECTRICAL CONDUIT

FROM SOLIDS BUILDING

TO TRUCK SCALE EXISTING

TRUCK SCALE

SOLIDS

HANDLING

BLDG

AERATION

SLUDGE

STORAGE TANK

REMOVE AND REPLACE CONCRETE

PAN AS REQUIRED FOR WATERLINE

CONSTRUCTION. SEE DETAIL 2 ON

SHEET 02C504 FOR PHOTOS.

SITE PLAN

PLAN AND PROFILE

02C104.DWG

1'=20" 02C104J. HILL06/2025 ISSUED FOR BID

VALVE BOX

NTS

02C501

PIPE TRENCH

NTS

02C501

MECHANICAL JOINT RESTRAIN DETAILS

NTS

02C501

CONCRETE KICKBLOCKS

NTS

02C501

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

PROCESS CIVIL

DETAILS 1

02C501.DWG

AS NOTED 02C501J. HILL06/2025 ISSUED FOR BID

24" DIAMETER RING AND COVER

02C502

CROSSING STORM & SANITARY SEWERS

NTS

02C502

BEDDING DETAILS

NTS

02C502

TRACER WIRE DETAIL

NTS

02C502

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

PROCESS CIVIL

DETAILS 2

02C502.DWG

AS NOTED 02C502J. HILL06/2025 ISSUED FOR BID

PIPE BEDDING

02C503

POLYETHYLENE WRAP

NTS

02C503 VALVE OPERATION

NTS

02C503

LENGTH OF TIED PIPE

NTS

02C503

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

PROCESS CIVIL

DETAILS 3

02C503.DWG

AS NOTED 02C503J. HILL06/2025 ISSUED FOR BID

EXISTING NORTH AND SOUTH RETAINING WALL PHOTOS

02C504

CONCRETE PAN PHOTO

NTS

02C504

LOOKING EAST

LOOKING NORTH LOOKING EAST

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

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PROCESS GENERAL

PWSD STANDARD NOTES

02C504.DWG

AS NOTED 02C504J. HILL06/2025 ISSUED FOR BID

5794 5795

965795

57985798

W

W

W

W

W

W

W

W

W

W

W

W W W

0+00

1+00

2+00

3+00

4+00

4+94.40

P H

PH #2A

P H

PH #4

P H

PH #2

P H

PH #3

P H

PH #3A

X X X X X X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

SF

RS

RS

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

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GENERAL NOTES

A. A. LOCATIONS OF PERIMETER BMPs CF/SF ARE

APPROXIMATE. CM WILL BE FIELD FIT PER

ACTUAL DISTURBANCES AND LOCAL

TOPOGRAPHY. REFER TO OPEN TRENCH

DETAILS FOR PLACEMENT OF CM'S BASED ON

LOCATION OF TRENCH, CONSTRUCTION

ACCESS, AND SPOILS.

B. IF EXISTING SITE CONDITIONS ( I.E. FENCES,

WALLS,TOPOGRAPHY) PROVIDE SUFFICIENT

PERIMETER CONTROL, CF MAY NOT BE

REQUIRED IN SOME AREAS.

C. SEE SPECIFICATION 32 92 00 FOR SEED MIX.

D. BMP'S SHOWN ARE TO BE INSTALLED AND

MAINTAINED THROUGHOUT CONSTRUCTION.

REMOVE BMP COMPONENTS, EXCEPT SEEDING,

PRIOR TO FINAL COMPLETION OR WHEN THE

AHJ ALLOWS, WHICHEVER IS LATER.

E. ALL WORK OUTSIDE OF THE 100-YEAR

FLOODPLAIN

EXISTING

TRUCK SCALE

SOLIDS

HANDLING

BLDG

AERATION

SLUDGE

STORAGE TANK

445 LF

LIMITS OF

CONSTRUCTION

GESC

PLAN

03C102.DWG

1"=20' 03C102J. HILL06/2025 ISSUED FOR BID

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

PROCESS DETAILS

GRADING EROSION & SEDIMENT CONTROL (GESC)

03C501.DWG

NO SCALE 03C501J. HILL06/2025 ISSUED FOR BID

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

PROCESS DETAILS

GRADING EROSION & SEDIMENT CONTROL (GESC)

03C502.DWG

NO SCALE 03C502J. HILL06/2025 ISSUED FOR BID

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

PROCESS DETAILS

GRADING EROSION & SEDIMENT CONTROL (GESC)

03C503.DWG

NO SCALE 03C503J. HILL06/2025 ISSUED FOR BID

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

PROCESS DETAILS

GRADING EROSION & SEDIMENT CONTROL (GESC)

03C504.DWG

NO SCALE 03C504J. HILL06/2025 ISSUED FOR BID

DETAILS

GRADING EROSION & SEDIMENT CONTROL (GESC)

03C505.DWG

NO SCALE 03C505J. HILL06/2025 ISSUED FOR BID

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

PROCESS

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

PROCESS DETAILS

GRADING EROSION & SEDIMENT CONTROL (GESC)

03C507.DWG

NO SCALE 03C507J. HILL06/2025 ISSUED FOR BID

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

PROCESS DETAILS

GRADING EROSION & SEDIMENT CONTROL (GESC)

03C508.DWG

NO SCALE 03C508J. HILL06/2025 ISSUED FOR BID

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

PROCESS DETAILS

GRADING EROSION & SEDIMENT CONTROL (GESC)

03C509.DWG

NO SCALE 03C509J. HILL06/2025 ISSUED FOR BID

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

PRELIMINARY

NOT FOR

CONSTRUCTION

OR

RECORDING

DATE

C

D

A

1 3 4 5 6 7 8

S. FOX

PATRICIA QUIGLEY

SOUTH WATER RECLAMATION

FACILITY

VOL III - SWRF SECOND POTABLE

WATER SERVICE LINE

10347385

DRAWN BY

PROCESS DETAILS

GRADING EROSION & SEDIMENT CONTROL (GESC)

03C510.DWG

NO SCALE 03C510J. HILL06/2025 ISSUED FOR BID