J.2d_LWMP_II_drawings_4_of_4_Rev01.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.2d LWMP II drawings

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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.

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-V110.dwg 10/22/2018 5:21:32 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:

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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

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LMWP

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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'

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SCALE: 1" = 60'-0"

AutoCAD SHX Text C-V111

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE H STA 7+00 TO 19+00

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-V110

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SEE SHEET C-V110 FOR CONTINUATION

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NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

SEE SHEET C-V112 FOR CONTINUATION

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

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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-V110.dwg 10/22/2018 5:21:36 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:

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DATE:

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FILE NO.:

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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-V112

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE H STA 19+00 TO 30+57

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-V110

AutoCAD SHX Text

SEE SHEET C-V111 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 PVC WATERMAIN AND PROVIDE THRUST BLOCK AS NECESSARY

AutoCAD SHX Text

PROPOSED TEST PIT

AutoCAD SHX Text

PROPOSED TEST PIT

AutoCAD SHX Text CONTRACTOR TO INSTALL AIR RELEASE VALVE AND GATE VALVE IN PROPOSED WATERMAIN COORDINATE LOCATION WITH ENGINEER INSTALL LWSC CONCRETE MARKER

AutoCAD SHX Text

PROPOSED WATERMAIN STREAM CROSSING, SEE DETAIL (TYP)

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

PROPOSED 100MM x 100MM x 50MM TEE

N

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\Voinjama\LMWP-C-V113.dwg 10/22/2018 5:21:54 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:

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DATE:

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FILE NO.:

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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-V113

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE I STA 0+00 TO 12+00

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-V113

AutoCAD SHX Text

SEE SHEET C-V114 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

TRANSMISSION DRIVE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

EXISTING FIRE HYDRANT SERVICE AND HYDRANT TO REMAIN

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 THRUST BLOCK

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

EXISTING 150MM GATE VALVE (TYP)

AutoCAD SHX Text

EXISTING 150MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

AutoCAD SHX Text CONTRACTOR TO INSTALL AIR RELEASE VALVE IN PROPOSED WATERMAIN. CONTRACTOR TO COORDINATE LOCATION WITH ENGINEER.

AutoCAD SHX Text

PROPOSED 100MM 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

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AutoCAD SHX Text

SHEET

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REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Voinjama\LMWP-C-V113.dwg 10/22/2018 5:22:02 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

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-V114

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE I STA 12+00 TO 19+91

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-V113

AutoCAD SHX Text

SEE SHEET C-V113 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

MANGO STREET

AutoCAD SHX Text

EXISTING 150MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

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

AutoCAD SHX Text

PROPOSED THRUST BLOCK

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text APPROXIMATE LOCATION OF STREAM CROSSING WITHOUT CULVERT. CONTRACTOR TO INSTALL DI PIPE ON CONCRETE SUPPORTS. DI PIPE TO EXTEND PAST STREAM CROSSING MINIMUM OF 1 M.

PROPOSED TEST PIT

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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AutoCAD SHX Text

SHEET

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REFERENCE

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NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Voinjama\LMWP-C-V115.dwg 10/22/2018 5:22:20 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:

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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

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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-V115

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE J STA 0+00 TO 11+00

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-V115

AutoCAD SHX Text

SEE SHEET C-V116 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

GREEN STREET

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

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

CONTRACTOR TO CONNECT TO EXISTING 150MM WATERMAIN VIA A CUT IN TEE. CONTRACTOR TO INSTALL 150MM x 150MM x 100MM 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\Voinjama\LMWP-C-V115.dwg 10/22/2018 5:22:26 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:

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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-V116

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE J STA 11+00 TO 22+45

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-V115

AutoCAD SHX Text

SEE SHEET C-V115 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

EXISTING 150MM GATE VALVE

AutoCAD SHX Text

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

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

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

AutoCAD SHX Text CONTRACTOR TO INSTALL AIR RELEASE/BLOW-OFF VALVE AND GATE VALVE AT HIGH POINT OF PROPOSED WATERMAIN CONTRACTOR TO COORDINATE LOCATION WITH ENGINEER

AutoCAD SHX Text

PRIVATE CONNECTION TO HOSPITAL TO BE COORDINATED WITH ENGINEER

AutoCAD SHX Text

PROPOSED TEST PIT

AutoCAD SHX Text

PROPOSED WATERMAIN STREAM CROSSING, SEE DETAIL (TYP)

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

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-V117.dwg 10/22/2018 5:22:45 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-V117

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE K STA 0+00 TO 12+00

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-V117

AutoCAD SHX Text

SEE SHEET C-V118 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 (TYP)

AutoCAD SHX Text CONTRACTOR TO FIELD VERIFY EXISTING 150 MM PVC WATERMAIN STUBOUT AND REMOVE CAP TO CONNECT TO PROPOSED 100MM WATERMAIN. INSTALL 150MM TO 100MM REDUCER AS NECESSARY

AutoCAD SHX Text

EXISTING TEE WITH GATE VALVES AND THRUST BLOCK TO REMAIN

AutoCAD SHX Text

EXISTING FIRE HYDRANT SERVICE AND HYDRANT TO REMAIN

AutoCAD SHX Text

EXISTING 150MM GATE VALVE (TYP)

AutoCAD SHX Text

PROPOSED TEST PIT

PROPOSED WATERMAIN STREAM CROSSING, SEE DETAIL (TYP)

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-V117.dwg 10/22/2018 5:22:50 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-V118

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE K STA 12+00 TO 23+50

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-V117

AutoCAD SHX Text

SEE SHEET C-V117 FOR CONTINUATION

AutoCAD SHX Text

SEE SHEET C-V119 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

PROPOSED WATERMAIN STREAM CROSSING, SEE DETAIL (TYP)

AutoCAD SHX Text

PROPOSED TEST PIT

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

AutoCAD SHX Text CONTRACTOR TO INSTALL AIR RELEASE VALVE AND GATE VALVE IN PROPOSED WATERMAIN. CONTRACTOR TO COORDINATE LOCATION WITH ENGINEER.

AutoCAD SHX Text 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\Voinjama\LMWP-C-V117.dwg 10/22/2018 5:22:55 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-V119

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE K STA 23+50 TO 26+56

AutoCAD SHX Text

PIPE Q STA 0+00 TO 10+00

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-V117

AutoCAD SHX Text

SEE SHEET C-V118 FOR CONTINUATION

AutoCAD SHX Text

SEE SHEET C-V129 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 (TYP)

AutoCAD SHX Text CONTRACTOR TO FIELD VERIFY EXISTING 150 MM PVC WATERMAIN STUBOUT AND REMOVE CAP TO CONNECT TO PROPOSED 100MM WATERMAIN. INSTALL 150MM TO 100 MM REDUCER.

AutoCAD SHX Text

EXISTING 150MM GATE VALVE (TYP)

AutoCAD SHX Text PROPOSED REDUCING 100MM x 100MM x 50MM TEE WITH THRUST BLOCK AND GATE VALVES

AutoCAD SHX Text

EXISTING TEE AND THRUST BLOCK TO REMAIN

AutoCAD SHX Text

PROPOSED 50MM HDPE WATERMAIN

AutoCAD SHX Text

PROPOSED 50MM 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-V120.dwg 10/22/2018 5:23:11 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:

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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

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

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AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

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LMWP

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13-JUL-2018

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AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

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13-JUL-18

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MRH

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AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-V120

AutoCAD SHX Text

VOINJAMA

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PIPE L STA 4+00 TO 14+79

AutoCAD SHX Text

SMM

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SMM

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MRH

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TETRA TECH

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LMWP-C-V120

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SEE SHEET C-V121 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 50MM HDPE WATERMAIN

AutoCAD SHX Text CONTRACTOR TO CAP END OF PROPOSED 50MM WATERMAIN CONTRACTOR TO INSTALL AIR RELEASE/BLOW-OFF VALVE AND GATE VALVE AND PROVIDE THRUST BLOCK AS NECESSARY INSTALL LWSC CONCRETE MARKER

AutoCAD SHX Text

PROPOSED 50MM GATE VALVE

PROPOSED 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

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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-V121.dwg 10/22/2018 5:23:30 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-V121

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE L STA 0+00 TO 4+00

AutoCAD SHX Text

PIPE M 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-V121

AutoCAD SHX Text

SEE SHEET C-V122 FOR CONTINUATION

AutoCAD SHX Text

SEE SHEET C-V120 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

PROPOSED 50MM HDPE WATERMAIN

AutoCAD SHX Text

EXISTING 150MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE

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EXISTING FIRE HYDRANT SERVICE AND HYDRANT TO REMAIN

AutoCAD SHX Text

EXISTING 150MM GATE VALVE (TYP)

AutoCAD SHX Text

EXISTING TEE WITH GATE VALVES AND THRUST BLOCK

AutoCAD SHX Text CONTRACTOR TO FIELD VERIFY EXISTING 150MM PVC WATERMAIN STUBOUT CONNECT PROPOSED 50MM WATERMAIN. CONTRACTOR TO INSTALL 150MM TO 100MM REDUCER.

AutoCAD SHX Text CONTRACTOR TO INSTALL NEW 100MM x 100MM x 50MM TEE WITH GATE VALVES AND THRUST BLOCK.

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-V121.dwg 10/22/2018 5:23:35 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-V122

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE M STA 8+00 TO 20+00

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-V121

AutoCAD SHX Text

SEE SHEET C-V1234 FOR CONTINUATION

AutoCAD SHX Text

SEE SHEET C-V121 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

PROPOSED TEST PIT

PROPOSED WATERMAIN STREAM CROSSING, SEE DETAIL (TYP)

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-V121.dwg 10/22/2018 5:23:40 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-V123

AutoCAD SHX Text

VOINJAMA

AutoCAD SHX Text

PIPE M STA 20+00 TO 32+00

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-V121

AutoCAD SHX Text

SEE SHEET C-V124 FOR CONTINUATION

AutoCAD SHX Text

SEE SHEET C-V122 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text CONTRACTOR TO INSTALL AIR RELEASE VALVE AT HIGH POINT IN PROPOSED WATERMAIN CONTRACTOR TO COORDINATE LOCATION WITH ENGINEER

AutoCAD SHX Text

PROPOSED 50MM GATE VALVE

AutoCAD SHX Text

PROPOSED 50MM GATE VALVE

AutoCAD SHX Text PROPOSED 100MM x 50MM x 50MM TEE (APPROX STA 28+50)

PROPOSED 50MM HDPE 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…

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