J.2c_LWMP_II_drawings_3_of_4.pdf

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Water Pipe Expansion and provision of WASH Services in Health Facilities
Solicitation number
72066919R00007
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Attachment J.2c LWMP II drawings

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N

This project was made possible by the United

States Agency for International Development and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

AutoCAD SHX Text A

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SHEET

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REFERENCE

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NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S131.dwg 10/22/2018 5:17:11 PM Jeffers, Scott

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DESCRIPTION

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DATE

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SYMB

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APR

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DWN BY:

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DESIGNED BY:

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DATE:

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FILE NO.:

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SUBMITTED BY:

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CHK BY:

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USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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L M W P II

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LMWP

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13-JUL-2018

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FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

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SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S134

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE S STA 32+50 TO 33+34, PIPE S2 STA

AutoCAD SHX Text

0+00 TO 110+50, PIPE T STA 8+00 TO 10+98

AutoCAD SHX Text

SMM

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SMM

AutoCAD SHX Text

MRH

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TETRA TECH

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LMWP-C-S131

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SEE SHEET C-S136 FOR CONTINUATION

AutoCAD SHX Text

SEE SHEET C-S133 FOR CONTINUATION

AutoCAD SHX Text

SEE SHEET C-S135 FOR CONTINUATION

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NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

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PROPOSED 100MM PVC WATERMAIN

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PROPOSED 100MM PVC WATERMAIN

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PROPOSED 100MM GATE VALVE (TYP)

AutoCAD SHX Text PROPOSED 100MM x 100MM x 100MM TEE WITH THRUST BLOCK

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PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

CONTRACTOR TO INSTALL 100MM TEE AND TRUST BLOCK

AutoCAD SHX Text

PROPOSED 100 MM END CAP

States Agency for International Development and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

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NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S131.dwg 10/22/2018 5:17:15 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

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DATE

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SYMB

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APR

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DWN BY:

AutoCAD SHX Text

DESIGNED BY:

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DATE:

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FILE NO.:

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SUBMITTED BY:

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CHK BY:

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USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S135

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE S2 STA 10+50 TO 16+67

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S131

AutoCAD SHX Text

SEE SHEET C-S134 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text CONTRACTOR TO CAP END OF PROPOSED 100MM WATERMAIN. CONTRACTOR TO INSTALL AIR RELEASE VALVE AND PROVIDE THRUST BLOCK AS NECESSARY

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

AutoCAD SHX Text

CONTRACTOR TO INSTALL AIR RELEASE VALVE/BLOW-OFF VALVE AND GATE VALVE

PROPOSED 100MM x 100MM x 50MM TEE

States Agency for International Development and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S136.dwg 10/22/2018 5:17:29 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

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DATE

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SYMB

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APR

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DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S136

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE T STA 0+00 TO 8+00

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S136

AutoCAD SHX Text

SEE SHEET C-S134 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING 150MM PVC STUB OUT AND CONNECT PROPOSED 100MM WATERMAIN WITH REDUCER AS NECESSARY.

AutoCAD SHX Text

EXISTING PVC TEE AND THRUST BLOCK

AutoCAD SHX Text

EXISTING GATE VALVE (TYP)

EXISTING 100MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE.

States Agency for International Development and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S137.dwg 10/22/2018 5:17:46 PM Jeffers, Scott

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DESCRIPTION

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DATE

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SYMB

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APR

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DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

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FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S137

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE U1 STA 0+00 O 9+82

AutoCAD SHX Text

PIPE V1 STA 0+00 TO 3+00

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S137

AutoCAD SHX Text

SEE SHEET C-S138 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

EXISTING 150MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE

AutoCAD SHX Text PROPOSED CONNECTION TO EXISTING 150MM PVC WATERMAIN VIA A CUT IN TEE. CONTRACTOR TO INSTALL 150MM x 150MM x 100MM TEE.

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE (TYP)

AutoCAD SHX Text

PROPOSED THRUST BLOCK

AutoCAD SHX Text

CONTRACTOR TO INSTALL 100MM PVC TEE WITH GATE VALVES AND THRUST BLOCK.

AutoCAD SHX Text CONTRACTOR TO CAP END OF PROPOSED 100MM WATERMAIN AT PROPERTY LINE OF HOSPITAL. CONTRACTOR TO INSTALL AIR RELEASE VALVE AND PROVIDE THRUST BLOCK AS NECESSARY INSTALL LWSC CONCRETE MARKER

AutoCAD SHX Text

PROPOSED TEST PIT

AutoCAD SHX Text

PROPOSED WATERMAIN STREAM CROSSING, SEE DETAIL (TYP)

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

States Agency for International Development and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

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SHEET

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REFERENCE

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NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S139.dwg 10/22/2018 5:18:00 PM Jeffers, Scott

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DESCRIPTION

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DATE

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APR

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DWN BY:

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DESIGNED BY:

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DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

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USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S138

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE V1 STA 3+00 TO 14+00

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

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LMWP-C-S139

AutoCAD SHX Text

SEE SHEET C-S137 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

SEE SHEET C-S139 FOR CONTINUATION

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text CONTRACTOR TO INSTALL AIR RELEASE VALVE/BLOW-OFF VALVE. CONTRACTOR TO COORDINATE LOCATION WITH ENGINEER.

AutoCAD SHX Text

PROPOSED TEST PIT

AutoCAD SHX Text

PROPOSED WATERMAIN STREAM CROSSING, SEE DETAIL (TYP)

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S139.dwg 10/22/2018 5:18:05 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S139

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE V1 STA 14+00 TO 19+32

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S139

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

SEE SHEET C-S138 FOR CONTINUATION

AutoCAD SHX Text

EXISTING 200MM GATE VALVE (TYP)

AutoCAD SHX Text CONTRACTOR TO FIELD VERIFY LOCATION OF TO EXISTING 200MM TEE WITH END CAP AND CONNECT PROPOSED 100MM WATERMAIN VIA A 200 MM TO 100 MM REDUCER

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

EXISTING 200MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE

AutoCAD SHX Text

EXISTING FIRE HYDRANT SERVICE AND HYDRANT TO REMAIN

EXISTING 200MM PVC WATERMAIN WITHIN TAILWAY CULVERT TO REMAIN AND PROTECTED IN PLACE and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

AutoCAD SHX Text PROPOSED SECURITY FENCE WITH RAZOR WIRE AND CONCRETE 36"-HIGH, 8"-WIDE CONCRETE FOOTING (SEE SHEET C-M-502 FOR DETAILS)

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S141.dwg 10/22/2018 5:18:23 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S140

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE W1 STA 0+00 TO 10+50

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S141

AutoCAD SHX Text

SEE SHEET C-S141 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

EXISTING 150MM PVC WATER MAIN TO REMAIN AND PROTECTED IN PLACE

AutoCAD SHX Text

EXISTING 150MM PVC WATER MAIN TO REMAIN AND PROTECTED IN PLACE

AutoCAD SHX Text

EXISTING 150MM TEE WITH GATE VALVES

CONTRACTOR TO FIELD VERIFY EXISTING 150MM STUBOUT AND CONNECT PROPOSED 100MM WATERMAIN WITH REDUCER AS NECESSARY.

States Agency for International Development and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S141.dwg 10/22/2018 5:18:28 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S141

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE W1 STA 10+50 TO 20+71

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S141

AutoCAD SHX Text

SEE SHEET C-S140 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text CONTRACTOR TO CAP END OF PROPOSED WATERMAIN. CONTRACTOR TO INSTALL AIR RELEASE VALVE/BLOW OFF VALVE AND GATE VALVE AND PROVIDE THRUST BLOCK AS NECESSARY INSTALL LWSC CONCRETE MARKER

AutoCAD SHX Text PROPOSED 100MM x 100MM x 50MM TEE

PROPOSED 100MM GATE VALVE

and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

AutoCAD SHX Text

SELEGA RD SOUTH

AutoCAD SHX Text

PAUL AVE

AutoCAD SHX Text

PAUL AVE

AutoCAD SHX Text

SELEGA RD

AutoCAD SHX Text

SUGAR ST

AutoCAD SHX Text

BYPASS WAY

AutoCAD SHX Text

BYPASS WAY

AutoCAD SHX Text

TRANSMISSION DRIVE

AutoCAD SHX Text

TRANSMISSION DRIVE

AutoCAD SHX Text

GREEN ST

AutoCAD SHX Text

GREEN ST

AutoCAD SHX Text

MANGO ST

AutoCAD SHX Text

MANGO ST

AutoCAD SHX Text

PALM ST

AutoCAD SHX Text

MAIN ST

AutoCAD SHX Text

MAIN ST

AutoCAD SHX Text

MAIN ST

AutoCAD SHX Text

MAIN ST

AutoCAD SHX Text

KISSI RD

AutoCAD SHX Text

KISSI RD

AutoCAD SHX Text

BUEDU RD WEST

AutoCAD SHX Text

PEPPER ST

AutoCAD SHX Text

SORGHUM ST

AutoCAD SHX Text

BUEDU RD EAST

AutoCAD SHX Text

RUBBER ST

AutoCAD SHX Text

IRON ST

AutoCAD SHX Text

TIMBER CROSSING

AutoCAD SHX Text

GOLD ST

AutoCAD SHX Text

SNAKE WAY

AutoCAD SHX Text

NEW LIFE ST

AutoCAD SHX Text

TANK WAY

AutoCAD SHX Text C-V101

AutoCAD SHX Text C-V102

AutoCAD SHX Text C-V103

AutoCAD SHX Text C-V104

AutoCAD SHX Text C-V105

AutoCAD SHX Text C-V106

AutoCAD SHX Text C-V107

AutoCAD SHX Text C-V108

AutoCAD SHX Text C-V109

AutoCAD SHX Text C-V110

AutoCAD SHX Text C-V111

AutoCAD SHX Text C-V114

AutoCAD SHX Text C-V115

AutoCAD SHX Text C-V116

AutoCAD SHX Text C-V117

AutoCAD SHX Text C-V118

AutoCAD SHX Text C-V119

AutoCAD SHX Text C-V120

AutoCAD SHX Text C-V121

AutoCAD SHX Text C-V122

AutoCAD SHX Text C-V123

AutoCAD SHX Text C-V124

AutoCAD SHX Text C-V126

AutoCAD SHX Text C-V127

AutoCAD SHX Text C-V129

AutoCAD SHX Text C-V101A

AutoCAD SHX Text C-V128

AutoCAD SHX Text C-V125

AutoCAD SHX Text C-V112

AutoCAD SHX Text C-V115

AutoCAD SHX Text

PIPE A

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PIPE B

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PIPE M

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PIPE N

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PIPE D

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PIPE H

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PIPE I

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PIPE Q

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PIPE K

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PIPE J

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PIPE C

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PIPE E

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PIPE G

AutoCAD SHX Text

PIPE L

AutoCAD SHX Text C-V132

AutoCAD SHX Text C-V133

AutoCAD SHX Text

PIPE S

AutoCAD SHX Text C-V130

AutoCAD SHX Text C-V131

AutoCAD SHX Text

PIPE R

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Voinjama\LMWP-C-V100.dwg 10/22/2018 5:19:06 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 600'

AutoCAD SHX Text 600'

AutoCAD SHX Text 12000'

AutoCAD SHX Text

SCALE: 1" = 600'-0"

AutoCAD SHX Text C-V100

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

KEY MAP

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

LMWP-C-V100

and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

AutoCAD SHX Text A

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SHEET

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REFERENCE

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NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Voinjama\LMWP-C-V101.dwg 10/22/2018 5:19:23 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

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DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

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DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

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FILE NO.:

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SUBMITTED BY:

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CHK BY:

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USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-V101

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE A STA 9+50 TO 20+50

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-V101

AutoCAD SHX Text

SEE SHEET C-V101A FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text CONTRACTOR TO CAP PROPOSED 100MM HDPE WATERMAIN. CONTRACTOR TO INSTALL AIR RELEASE VALVE/BLOW-OFF VALVE AND GATE VALVE AND PROVIDE THRUST BLOCK AS NECESSARY INSTALL LWSC CONCRETE MARKER

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

SNAKE WAY

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Voinjama\LMWP-C-V101.dwg 10/22/2018 5:19:28 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-V101A

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIEP A STA 0+00 TO 9+50

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-V101

AutoCAD SHX Text

SEE SHEET C-V102 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

SNAKE WAY

SEE SHEET C-V101 FOR CONTINUATION

States Agency for International Development and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Voinjama\LMWP-C-V101.dwg 10/22/2018 5:19:34 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-V102

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE A STA 20+50 TO 30+50

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-V101

AutoCAD SHX Text

SEE SHEET C-V101A FOR CONTINUATION

AutoCAD SHX Text

SEE SHEET C-V103 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 50 MM HDPE WATERMAIN

AutoCAD SHX Text

SNAKE WAY

AutoCAD SHX Text CONTRACTOR TO INSTALL AIR RELEASE VALVE AND GATE VALVE CONTRACTOR TO COORDINATE LOCATION WITH ENGINEER

AutoCAD SHX Text

PROPOSED TEST PIT

AutoCAD SHX Text

PROPOSED WATERMAIN STREAM CROSSING, SEE DETAIL (TYP)

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

States Agency for International Development and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Voinjama\LMWP-C-V101.dwg 10/22/2018 5:19:41 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-V103

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE A STA 30+50 TO 38+03

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-V101

AutoCAD SHX Text

SEE SHEET C-V102 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

SNAKE WAY

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

EXISTING FIRE HYDRANT SERVICE AND HYDRANT TO REMAIN

AutoCAD SHX Text

EXISTING 150MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE (TYP)

AutoCAD SHX Text

EXISTING TEE WITH GATE VALVES AND THRUST BLOCK (TYP)

AutoCAD SHX Text CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING 150MM PVC WATERMAIN STUBOUT WITH CAP. CONTRACTOR TO REMOVE CAP AND THRUST BLOCK AND REDUCE DOWN TO 100MM AND CONNECT TO PROPOSED WATERMAIN

EXISTING 150MM GATE VALVE (TYP)

and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN…

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