B08 Attachment 4_Civil Drawings_11-21-14.pdf

STA T E O F M ISSOUR

IWALTER

REEVE

SMITH, JR.

NUMBER

PE-2014012027

P R

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FESS IONA L ENG IN

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10-15-2014

SHEET

CHECKED BY:

CTA #

DATE:

DRAWN BY:

COPYRIGHT 2014

CTA, INC.

ALL RIGHTS RESERVED

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COVER SHEET

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USGSCERC

U.S. DEPARTMENT OF INTERIOR

COLUMBIA ENVIRONMENTAL RESEARCH CENTER

WATER STORAGE TANK

4200 NEW HAVEN ROAD, COLUMBIA, MISSOURI 65201

CONSTRUCTION DOCUMENTS

OCTOBER 15, 2014

science for a changing world

USGS U

.S

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AR

TMENT OF THE

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M A

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STATE MAP

NOT TO SCALE

NORTH REF

VICINITY MAP

NOT TO SCALE

NORTH REF

PROJECT LOCATION

PROJECT LOCATION

CONTRACT #G11PC00030

SHEET INDEX:

CVR COVER SHEET

C100 TANK AND PIPING DEMOLITION SITE PLAN

C200 NEW TANK SITE PLAN, NOTES AND DETAILS

E100 ELECTRICAL SITE PLAN

SV001 EXISTING TOPOGRAPHY

SV002 EXISTING TOPOGRAPHY

SV003 EXISTING TOPOGRAPHY

SV004 EXISTING TOPOGRAPHY

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C300 DRAIN LINE PLAN, NOTES AND DETAILS

10-15-2014

82782682

(E) 8"

(E) 12"

(E) 12"

(E) 6"(E) 6"

(E) 12"

(E) 12"

(E) 6"

(E) 12"

(E) 12"

TREE LINE

(E) PUMP

(E) TRANSFORMER

(E) WATER STORAGE

TANK

(E) FENCE

TREE LINE

(E) STORAGE

BUILDING

(E) POND

(E) FENCE

C100

(E

(E) 10" UNDERGROUND BYPASS LINE.

(E) 10" PVC BYPASS

OUTFALL

(E) WATER

MAINS

(E) GATE

VALVES

C100

C100

(E) 8" SUPPLY

LINE TO WELL #2

# PLAN DEMOLITION NOTES

1. REMOVE (E) WATER FLOW METER AND PREPARE FOR NEW

WORK. SEE 1/C200 FOR PROPOSED INSTALLATION.

2. REMOVE EXISTING TREES AS REQURIED FOR CONSTRUCTION

OF NEW TANK.

3. REMOVE (E) PIPING AS INDICATED AND PREPARE FOR NEW

WORK. SEE 1/C200 FOR PROPOSED INSTALLATION.

4. REMOVE EXISTING UNDERGROUND PIPING TO THE POINT OF

NEW 90° (APPROX. 11', 4") AND PREPARE FOR NEW WORK, SEE

PIPING DEMOLTION DETAIL 4/C100.

5. REMOVE EXISTING GATE VALVE.

6. REMOVE EXISTING PORTION OF UNDERGROUND PIPING AND

PREPARE FOR NEW 10"X10"X8" TEE.

7. REMOVE EXISTING 10" GATE VALVE.

GRADE

(E) 10"

(E)10" GATE VALVE

(E) 10" EL

(E)8" WELL #2

SUPPLY

# DETAIL DEMOLITION NOTES

1. REMOVE (E) 10" PIPING AS INDICATED AND PREPARE FOR

NEW WORK.

2. SEE 1/C100 FOR EXTENT OF DEMOLITION.

3. SEE 1/C100 FOR PIPING DEMOLTION IN THIS AREA.

4. REMOVE (E) VALVES AS INDICATED AND PREPARE FOR NEW

WORK.

GENERAL NOTES:

1. DEPICTION OF EXISTING UNDERGROUND PIPING IS

APPROXIMATE. CONTRACTOR TO VERIFY LOCATION OF

EXISTING UTILITIES PRIOR TO CONSTRUCTION.

2. ALL ABOVE GROUND PIPE AND FITTINGS SHALL BE

PAINTED USGS GREEN IN COLOR.

Tank Base 829' - 6"

REMOVE 10" VALVES, 10"

PIPE INCLUDING WELDED

TEE.

REMOVE 8" PIPE FOR

INSTALLATION OF 8"

GATE VALVE.

(E) WELL #2

SUPPLY PIPE

0' - 11 1/2"

Tank Base 829' - 6"

WELL #1

SUPPLY LINE

1' - 1 3/8" 1' - 1"

SHEET

CHECKED BY:

CTA #

DATE:

DRAWN BY:

COPYRIGHT 2014

CTA, INC.

ALL RIGHTS RESERVED

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C100

TANK AND

PIPING

DEMOLITION

SITE PLAN

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USGSCERC

10-15-2014

C100

1 TANK AND PIPING DEMOLITION SITE PLAN

C100

5 EXISTING WATER TANK VIEW (LOOKING SOUTHWEST)

C100

6 EXISTING WATER TANK VIEW (LOOKING SOUTHEAST)

NORTH

0'

1" = 10-0'

5' 10' 20'

1/4" = 1'-0"C100

2 PIPING DEMOLITION DETAIL 1

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1/4" = 1'-0"C100

3 PIPING DEMOLITION DETAIL 2

1/4" = 1'-0"C100

4 PIPING DEMOLITION DETAIL 3

0'

1/4" = 1'-0"

2' 4' 8'

0'

1/4" = 1'-0"

2' 4' 8'

0'

1/4" = 1'-0"

2' 4' 8'

82782682

PROVIDE 5LF OF 8" FLANGED

SCHEDULE 40 STEEL PIPE

NEW FLANGED 10"

x 8" REDUCER

CLASS 51 DIP

UNDERGROUND TO

NEW WATER

STORAGE TANK. SEE

1/C200 FOR APPROX.

PIPE LENGTHS.

GRADE

EXISTING 10"

BYPASS LINE

NEW 8" OS&Y

GATE VALVE

(FLXFL)

NEW 8" FLXFL

90°

ELBOW

NEW 10"

BYPASS PIPING

RE-USE EXISTING UNIC

40 ACTUATOR ON NEW

10" BUTTERFLY VALVE

NEW 8" WATER

FLOW METER

PROVIDE 5LF OF 8" FLANGED

SCHEDULE 40 STEEL PIPE

NEW SADDLE

BLOCK

NEW 5' 1"LF OF 8"

FLANGED

SCHEDULE 40

STEEL PIPE

NEW 8" ELBOW

FLXMJ

NEW 10" ELBOW

FLXMJ

NEW 10"

FLXFL 90°

ELBOW

3' - 7 1/16"

MATCH EXISTING

NEW FLANGED

10" CROSS

NEW 75,000 GALLON

WATER STORAGE TANK

NEW 8" GATE VALVE W/BOX

AND THRUST BLOCK.

NEW 8" WET TAP WITH

THRUST BLOCK. CONNECT

TO (E) 8" WATER MAIN.

PROPOSED GRADE

42" BURY DEPTH

NEW 8"x2"x8"

SADDLE TAP

NEW 2" PVC DRAIN LINE

AT 0.5% MINIMUM GRADE

NEW 8" 90° BEND

FLXMJ WITH

THRUST BLOCK

18' - 8 3/4"

34' - 11"

CONTRACTOR TO

PROVIDE AND INSTALL

BRACING TO SECURE

PIPE TO TANK.

NEW 8" FLANGED 90°

BEND

NEW 7LF OF 8" FLANGED

SCHEDULE 40 STEEL PIPE

(TO AERATOR)

4' - 0 1/2"

PLAN NOTES

1. SEE WATER MAIN PIPING DETAIL 3/C200.

2. SEE WATER MAIN PIPING DETAIL 2/C200.

3. CONNECT TO EXISTING 8" MAIN WITH NEW 8" WET TAP.

4. PROVIDE NEW 10" FLANGED CROSS.

5. PROVIDE NEW 10" FLOW METER, REPLACE EXISTING.

6. CONNECT TO EXISTING PUMP LUBRICATION PIPING WITH 1

1/4" X 1 1/4" TEE.

7. INSTALL AND INSULATE ABOVE GRADE PUMP LUBRICATION

PIPING, PROVIDE 1 1/4" BALL VALVE ABOVE GRADE.

8. REPLACE EXISTING 1 1/4" BALL VALVE WITH NEW ON EXISTING

ABOVE GRADE PUMP LUBRICATION PIPING, REINSULATE ANY

ABOVE GRADE PIPING IMPACTED BY WORK.

9. CONNECT TO EXISTING 12" WATER MAIN WITH 12" WET TAP.

10. CONNECT TO EXISTING 6" WATER MAIN WITH 6" WET TAP.

11. PROVIDE NEW 8" CL 51 D.I. UNDERGROUND WATER MAIN.

12. PROVIDE 8" 90° ELBOWS (2) FLXFL AND FLXMJ. INSTALL NEW

8" CL 51 D.I. PIPE UNDERGROUND. SEE 2/C200.

13. PROVIDE 5 LF OF 8" FLANGED SCHEDULE 40 STEEL PIPE

DOWNSTREAM OF NEW FLOW METER.

14. PROVIDE NEW 8" FLOW METER.

15. PROVIDE 5 LF OF 8" FLANGED SCHEDULE 40 STEEL PIPE

UPSTREAM OF FLOW METER.

16. PROVIDE NEW 10" AUTOMATED BUTTERFLY VALVE. EXISTING

UNIC 40 ACTUATOR MAY BE RE-USED IF COMPATABLE WITH

NEW VALVE.

17. PROVIDE NEW 10" 90° ELBOWS (2) FLXFL AND FLXMJ. INSTALL

NEW 10" CL 51 D.I. PIPE UNDERGROUND, CONNECT TO

EXISTING 10" UNDERGROUND BYPASS PIPING.

18. FROM NEW 10" X 8" FLANGED TEE, INSTALL NEW FLANGED 8"

SCHEDULE 40 STEEL PIPE TO AUTOMATED BUTTERFLY

VALVE. INSTALL FLANGED 90° ELBOW AND PIPE DOWN TO

UNDERGROUND PURGE LINE WITH 8" SCHEDULE 40 STEEL

PIPE. SEE 8/C200.

19. NEW 8" CL 51 D.I. DRAIN PIPING UNDERGROUND, CONNECT TO

EXISTING 10" BYPASS LINE WITH 10" X 8" X 10" MJ TEE.

20. PROVIDE NEW 8" GATE VALVE W/RISER AND THRUST BLOCK.

21. PROVIDE NEW 10" OS&Y GATE VALVE.

22. PROVIDE 12" 45° MJXMJ BEND WITH THRUST BLOCK.

23. PROVIDE 6" 45° MJXMJ BEND WITH THRUST BLOCK.

24. PROVIDE 8" FLANGED 90° BEND AND 33' 1 7/16" STRAIGHT

25. PROVIDE 7' OF 8" WATER MAIN.

26. INSTALL 10"X8" REDUCER

27. PROVIDE 8" O&M VALVE

SEQUENCING PLAN

1. EXPLORATORY EXCAVATION - LOCATE & IDENTIFY ALL EXISTING UNDERGROUND UTILITIES INCLUDING ALL

BURIED WATER SUPPLY AND DISCHARGE PIPING.

2. SITE PREPARATION - CLEARING AND GRUBBING.

3. TANK CONSTRUCTION INCLUDING LEVEL CONTROLS AND AERATOR.

4. CONSTRUCT PIPING FROM NEW TANK TO EXISTING WELL #2 SUPPLY LINE WITH 8" WET TAP.

5. CONSTRUCT THREE DISCHARGE PIPES FROM NEW TANK TO EXISTING DISCHARGE PIPES AND CONNECT

USING WET TAPS.

6. CONSTRUCT 1 1/4" PRIMING PIPE FROM EXISTING PIPE TO NEW TANK.

7. TURN OFF WELL PUMP #1, REMOVE EXISTING FLOW METER, TEE, AND PIPE SECTION. INSTALL CROSS, 2

GATE VALVES, NEW FLOW METER AND RECONNECT ABOVEGROUND PIPING (EAST-WEST SEGMENT). DO NOT CONNECT NORTH -SOUTH VALVES TO EXISTING BYPASS PIPING. RETURN WELL PUMP #1 TO SERVICE.

8. DEMO EXISTING BYPASS PIPING FROM SOUTH SIDE OF NEW CROSS AND VALVE TO UNDERGROUND BYPASS

PIPE. CONSTRUCT NEW DISCHARGE PIPING FROM CROSS TO EXISTING BYPASS PIPE. ABANDON

UPSTREAM SECTION OF UNDER GROUND BYPASS PIPING IN-PLACE WITH GROUT PLUG.

9. DEMO EXISTING ABOVEGROUND BYPASS PIPING NORTH OF CROSS AND NEW VALVE TO 1' BELOW GRADE AND ABANDON REMAINING UNDERGROUND PIPE IN-PLACE BY INSTALLING GROUT PLUG. CONSTRUCT

SUPPLY PIPING FROM NEW CROSS TO NEW TANK.

10. EXISTING TANK SUPPLY (WELL #1): REMOVE GATE VALVE AND PIPE SEGMENT AS SHOWN ON DETAIL 5/C100.

INSTALL NEW WELDED FLANGE AND INSTALL NEW 10" GATE VALVE NEXT TO TEE. INSTALL FLANGED 10" PIPE

SEGMENT AT ORIGINAL VALVE LOCATION.

11. EXISTING TANK SUPPLY (WELL #2): REMOVE GATE VALVES & WELDED TEE LOCATED ON ABOVEGROUND PIPING. INSTALL NEW WELDED FLANGE, FLANGED TEE AND FLANGED PIPE SEGMENT ABOVE TEE.

CONSTRUCT 10" PURGE LINE PER DETAIL 7/C200. CONSTRUCT NEW PIPING FROM AUTOMATED PURGE VALVE TO UNDERGROUND BYPASS PIPE AND CUT IN 10" TEE. INSTALL NEW 8" GATE VALVE W/BOX AND 2"

DRAIN LINE AS SHOWN ON 4/C200.

SUMMARY OF SYSTEM OPERATION

DURING CONSTRUCTION:

SYSTEM OPERATION SHALL CONTINUE NORMALLY UNTIL AFTER THE NEW TANK, CONTROLS AND

AERATOR ARE CONSTRUCTED. DURING CONSTRUCTION OF STEP #5 ABOVE, AS EACH NEW

DISCHARGE LINE IS CONSTRUCTED IT WILL ALSO BE CONNECTED TO THE CORRESPONDING

DISCHARGE LINE FROM THE EXISTING TANK. EACH OF THESE WET TAP CONNECTIONS WILL BE

COMPLETED WITHOUT INTERRUPTING WATER FLOW FROM THE EXISTING TANK TO THE PONDS. THE NEXT STEP, CONSTRUCTING THE 1 1/4" PRIMING LINE, WILL NOT INTERRUPT FLOW OF WATER TO THE PONDS. BY THIS POINT IN TIME THE NEW TANK SHOULD BE TESTED AND READY TO BE PLACED IN SERVICE, USING WELL #2 FOR WATER SUPPLY. FOR THE REMAINING STEPS, STEPS 7-10, WELL #1 WILL BE OFF AND THE SYSTEM WILL OPERATE UTILIZING ONLY THE NEW TANK AND WELL #2 FOR WATER STORAGE AND SUPPLY. AFTER COMPLETION OF STEP #10, WELL #1 IS RETURNED TO SERVICE AND

THE ENTIRE SYSTEM IS READY FOR FINAL TESTING.

GENERAL NOTES:

1. DEPICTION OF EXISTING UNDERGROUND PIPING IS

APPROXIMATE. CONTRACTOR TO VERIFY LOCATION OF

EXISTING UTILITIES PRIOR TO CONSTRUCTION.

2. ALL ABOVE GROUND PIPE AND FITTINGS SHALL BE

PAINTED USGS GREEN IN COLOR.

TREE LINE

(E) PUMP &

WELL #1

(E) TRANSFORMER

(E) WATER STORAGE

TANK

(E) FENCE

(E) STORAGE

BUILDING

(E) POND

2013 SURVEY

BOUDARY

(E) FENCE

8"

12"

12"

6"

1/

4"

(E) 8"

( E

8"

(E) 12"

(E) 12"

(E) 6"(E) 6"

(E) 12"

(E) 12"

(E) 6"

(E) 12"

(E) 12"

C200

C200

NEW 75,000 GALLON

WATER STORAGE TANK

8"

NEW 13' 10 7/8"LF

OF 8" WATER MAIN

NEW CL. 51 DIP

WATER MAINS

NEW GATE VALVES (2) 12"

AND (1) 6" WITH THRUST

BLOCKS AND RISERS

C200

NEW GRADING 3:1 (MAX)

(E) 10"

(E

8" 8"

6"

(E) 10" UNDERGROUND BYPASS LINE.

(E) 10" PVC BYPASS

OUTFALL

SUPPLY PIPING FROM

WELL #2

C200

15' - 10 11/16"

(E) 10"

5' - 4"

9' - 5 3/8"

C200 25

Tank Base 829' - 6"

NEW 2" PVC DRAIN LINE AT

0.5% MINIMUM GRADE

NEW 8" GATE VALVE W/BOX.NEW 8"x2"x8"

SADDLE TAP

Tank Base 829' - 6"

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NEW FLANGED

10" PIPE SEGMENT

NEW FLXFL

10" GATE

VALVE

WELL PUMP #1

NEW 10" FLOW

METER

NEW 10" FLANGED

CROSS

Tank Base 829' - 6"

CONNECT NEW 12" FLANGED 90° BEND TO

TANK TRANSITION. ELEVATION AT CENTER

OF TRANSITION : 843' 6"

CONNECT NEW 6" FLANGED 90° BEND TO

TANK TRANSITION. ELEVATION AT CENTER OF

TANK TRANSITION: 829' 6"

CONNECT NEW 12" FLANGED 90° BEND TO

TANK TRANSITION. ELEVATION AT CENTER

OF TRANSITION: 831' 6 1/4"

NEW 5' 5" OF 12" FLANGED SCHEDULE

40 STEEL PIPE.

(2) NEW 12" 90° BEND (FLXMJ) WITH

THRUST BLOCKS.

NEW 12" CL 51 D.I. PIPE. SEE

1/C200.

NEW 18' 5" OF 12" FLANGED SCHEDULE

40 STEEL PIPE.

NEW 8' 5" OF 6" FLANGED

SCHEDULE 40 STEEL PIPE.

NEW 6" 90° BEND (FLXMJ) WITH

THRUST BLOCK

NEW 6" CL 51 D.I. PIPE. SEE 1/C200.

TANK AERATOR

SHEET

CHECKED BY:

CTA #

DATE:

DRAWN BY:

COPYRIGHT 2014

CTA, INC.

ALL RIGHTS RESERVED

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C200

NEW TANK

SITE PLAN,

NOTES AND

DETAILS

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USGSCERC

10-15-2014

C200

2 WATER MAIN PIPING DETAIL

C200

3 WATER MAIN PIPING DETAILNORTH

0'

1" = 10-0'

5' 10' 20'

0'

1/4" = 1'-0"

2' 4' 8'

NOT TO SCALEC200

6 NEW WATER TANK VIEW (LOOKING SOUTHWEST)

NOT TO SCALEC200

7 NEW WATER TANK VIEW (LOOKING SOUTHWEST)

NEW 75,000 GALLON

WATER STORAGE TANK

WITH LADDER AND

CATWALK TO ACCESS

AERATOR AND CONTROLS

(E) 150,000 GALLON

WATER STORAGE TANK

(E) 150,000 GALLON

WATER STORAGE TANK

TANK AERATOR

0'

1/4" = 1'-0"

2' 4' 8'

C200

8 FILL AND PURGE LINE MODIFICATION

(E) 150,000 GALLON

WATER STORAGE TANK

NEW 10" X 8" X 10"

FLANGED TEE

NEW 8" FLANGED ELBOW

NEW 8" AUTOMATED

BUTTERFLY VALVE

NEW 8" FLANGED SCHEDULE 40

STEEL PIPING (APPROX. 10' 4

1/4") DOWN TO NEW 90° BEND

(FLXMJ) WITH THRUST BLOCK.

INSTALL NEW 8" CL 51 D.I.

(APPPROX. 1' 2 3/4"). CONNECT

TO (E) 10" BYPASS PIPING WITH

NEW 10"x8"x10" MJ TEE WITH

THRUST BLOCK.

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1" = 10'-0"C200

1 NEW TANK AND PIPING SITE PLAN

1/4" = 1'-0"C200

4 WATER MAIN PIPING DETAIL

0'

1/4" = 1'-0"

2' 4' 8'

1/4" = 1'-0"C200

5 TANK #1 SUPPLY LINE DETAIL

0'

1/4" = 1'-0"

2' 4' 8'

NEW 2' 9" FLANGED 10"

SCHEDULE 40 STEEL PIPE

NEW 8" SCHEDULE 40

STEEL FLANGED

1/4" = 1'-0"C200

9 NEW TANK OUTLET PIPING DETAIL

(E) LEVEL SENSORS

NEW LEVEL SENSORS

(E) LEVEL SENSORS

6"

2' MIN.

3"

6"

#4 REBAR

EACH WAY

SCARIFY NATIVE MATERIAL

TO 8" DEPTH AND COMPACT

TO 90% MODIFIED PROCTOR

@ 2% OVER OPTIMAL

MOISTURE

2' SQUARE CONC. COLLAR

4000 LB CONCRETE

4" PVC BODY FERRULE W/

SQUARE HEAD SCREW PLUG

DETER 1905 ELECTRICAL

PULL BOX W/ 'SEWER' ON LID

4" PVC CLEANOUT

WITH 4" PLUG

#4 REBAR

TYP.

CONC. COLLAR 1/4"

LOWER THAN GRAVEL

SCARIFY NATIVE MATERIAL

TO 8" DEPTH AND COMPACT

TO 90% MODIFIED PROCTOR

@ 2% OVER OPTIMAL

MOISTURE

4000 LB

CONCRETE

6" VALVE BOX

TYLER 6850 OR EQUAL

WITH 'SEWER' ON LID

PLAN VIEW

SECTION

GRAVEL

12"12"

D

12"

D+24"

12"

BACKSLOPE

AS REQUIRED

PER OSHA

CUT AND REMOVE

EXISTING PAVEMENT

(IF PRESENT)

PAVEMENT

BASE COURSE

SUBGRADE

12"

12"

TYPE "1" PIPE

BEDDING MATERIAL

PER WPWSS

SECTION 0222S

TYPE "A" BACKFILL

COMPACTED TO 95%

STANDARD PROCTOR

NOTE: NATIVE MATERIAL MAY

BE USED FOR BACKFILL ABOVE

BEDDING SCREEN TO 4" MINUS

12"

PIT RUN BACKFILL

COMPACTED TO 95%

STANDARD PROCTOR

# PLAN NOTES

1. INSTALL SADDLE TAPS ON EXISTING WATER LINES WITH 2"

CONNECTION FACING DOWNWARD.

2. INSTALL SADDLE TAPS ON NEW WATER LINES WITH 2" CONNECTION

FACING DOWNWARD.

3. INSTALL WATER LINE DRAIN MANIFOLD PER DETAIL 2/C300.

4. INSTALL 4" PVC TEE.

5. INSTALL 11.25° BEND.

6. INSTALL 4" CLEANOUT. SEE DETAIL 3/C300.

7. INSTALL 40 LF OF 4" PVC DRAIN LINE AT 0.6%.

8. INSTALL 36 LF OF 4" PVC DRAIN LINE AT 0.6%.

9. INSTALL 102 LF OF 4" PVC DRAIN LINE AT 0.6%.

10. INSTALL 30 LF OF 4" PVC DRIAN LINE AT 0.6%.

11. INSTALL 4 LF OF 4" PVC DRAIN LINE AT 0.6%. CORE INTO EXISTING

KETTLE WALL WITH INVERT ELEVATION EVEN WITH FLOOR.

12. INSTALL 1.25" DRAIN LINE DIVERTER VALVES CONNECTING TO PUMP

PRIMING LINES (AT LOW POINT) FROM EXISTING & NEW TANKS.

INSTALL RISERS TO SURFACE PER 4/C300.

13. INSTALL 2" CORP STOP W/RISER.

14. INSTALL 4" PVC AT 0.5% MIN. GRADE.

15. INSTALL 4" PVC 45° BEND.

16. INSTALL 4" PVC WYE.

17. INSTALL 4" PVC VERTICAL WYE TO CLEANOUT.

18. INSTALL 2" PVC DRAIN PIPE AT 0.5% MIN. GRADE.

19. INSTALL 2" 45° BEND.

5'

POND

POND

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P O

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IN

E

13 14 12

C300

C300

CONCRETE KETTLE

STRUCTURE (E)

33'

1.25" X 1.25" TEE

DIVERTER VALVE W/RISER

DIVERTER VALVE

W/RISER

NEW 4"

DRAIN LINE

NEW 1.25" 90°

BEND DOWN TO

4" X 1.25" X 4" TEE

1.25" X 1.25" TEE

NEW 1.25" HDPE

PUMP PRIMER LINE

(E) 1.25" PUMP

PRIMER LINE

NEW 1.25"

DRAIN LINE

SHEET

CHECKED BY:

CTA #

DATE:

DRAWN BY:

COPYRIGHT 2014

CTA, INC.

ALL RIGHTS RESERVED

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C300

DRAIN LINE

PLAN

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WRS

USGSCERC

10-15-2014

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1" = 10'-0"C300

1 TANK DRAIN LINE PLAN

C300

3 DRAIN LINE CLEANOUT DETAIL

NORTH REF

0'

1" = 10-0'

5' 10' 20'

CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING

UNDERGROUND UTILITIES ALONG PROPOSED ALIGNMENT OF ALL DRAIN

LINES AND COORDINATE WITH OWNER AND ENGINEER PRIOR TO

INSTALLATION OF LINES.

GENERAL NOTES:

NOT TO SCALE

1/4" = 1'-0"C300

2 DRAIN LINE SECTION VIEW DETAIL

2" BRASS

90° BEND

2" SADDLE

TAP

2"x2"x2"

BRASS

TEE

4" PVC DRAIN LINE

AT 0.5% MIN. GRADE

2" CORP STOP

W/RISER

NEW WATER

SUPPLY PIPING

2" HDPE (TYP) TO CORP

STOP AT 0.5% MIN. GRADE

NOT TO SCALEC300

4 RISER DETAIL

NOT TO SCALEC300

5 TYPICAL TRENCH DETAIL

WATER

WATER

1" = 1'-0"C300

6 PRIMER LINE CONNECTION DETAIL