B08_Attachment_3_Drawings_Abo.pdf

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Attached to
SAPU-REPLACE POTABLE WATER LINE AT ABO U Federal contract opportunity
Solicitation number
140P1325Q0042
Issued by
Department of the Interior National Park Service Intermountain Region

About this file

This is a set of engineering drawings for a potable water line replacement project at the Abo Unit of Salinas Pueblo Missions National Monument in New Mexico. The technical drawings, prepared by the National Park Service's Intermountain Region, detail the replacement of the existing water line from the well house to the visitor center, including specific infrastructure modifications such as installing a new sanitary yard hydrant, connecting water lines, and implementing a new chlorine contact tank. The site plan includes a regional location map, detailed site layout, and technical specifications for water line installation, trench details, yard hydrant placement, and curb stop configurations. Key technical requirements include using 1.25'' diameter water lines, high-density polyethylene pipe, and carefully planned excavation to minimize impact on historic ruins, with archaeological monitoring required during the project.

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Other files for this federal contract opportunity

Other files attached to SAPU-REPLACE POTABLE WATER LINE AT ABO U, newest first.
File Type Posted
B09_Amendment_0002_Answers_to_RFIs_0002.docx DOCX document
Sol_140P1325Q0042_Amd_0002.pdf PDF
Sol_140P1325Q0042_Amd_0001.pdf PDF
B08_Attachment_3_Drawings_Abo_Amendment_0001_0001.pdf PDF
B08_Attachment_2_Bid_Schedule.xlsx XLSX spreadsheet
Sol_140P1325Q0042.pdf PDF
B08_Attachment_4_Specifications_Replace_Potable_Water_Line_at_Abo_Unit.pdf PDF
B08_Attachment_1_DOL_Wage_Determination_Hvy_NM20250043_1_24_25.pdf PDF

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Text version

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SALINAS PUEBLO

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MISSIONS NATIONAL

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MONUMENT

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BELEN

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ALBUQUERQUE

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SANTA FE

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FARMINGTON

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GALLUP

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LAS VEGAS

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ESPANOLA

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SANTA

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ROSA

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VAUGHN

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SOCORRO

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LOS

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ALAMOS

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GRANDE

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ELEPHANT BUTTE

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CORONA

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BERNARDO

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MOUNTAINAIR

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MANZANO

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RIO

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CORRIZOZO

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TRUTH OR CONSEQUENCES

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RUIDOSO

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TO ALAMOGORDO

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ABO UNIT

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TO GRAN QUIVIRA (25 MILES)

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TO QUARIA (8 MILES)

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HQ.

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TO ABO (9 MILES)

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S. RIPLEY AVE.

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BROADWAY

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CONVENTO

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CONTACT STATION

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CEMETERY

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MISSION OF SAN GREGORIO DE ABO

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TO

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SCALE OF MILES

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SALINAS PUEBLO MISSIONS NATIONAL MONUMENT

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VISITOR CENTER

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RESTROOMS

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PARKING

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TRAIL

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INFORMATION CENTER

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PICNIC AREA

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RIVER/CREEK

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PAVED ROAD

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PARK BOUNDARY

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LEGEND

AutoCAD SHX Text 1/10/25 13:41 CAWALKER R24 C:\USERS\CAWALKER\DOCUMENTS\DOCUMENTS\CLIFF\SAPU\SAPU 322957 REPALCE POTABLE WATER LINE AT ABO UNIT\CAD\SAPUCOV.DWG XREFS: P:\PROJECTS\SAPU\COVER\SAPUBASE.DWG;

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BASIC DATA: BOUNDARY MAP PARK MINI FOLDER, GOOGLE EARTH; DRAWN 5/2010. BAA.

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STATE

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NATIONAL PARK SERVICE

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INTERMOUNTAIN REGION

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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OF

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SHEET

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REPLACE POTABLE WATER LINE AT ABO UNIT

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ABO

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NEW MEXICO

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SALINAS PUEBLO MISSIONS NATIONAL MONUMENT

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INTERMOUNTAIN

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CENTRAL

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NEW MEXICO

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EXCAVATED PUEBLO ROOMS

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EXCAVATED KIVA

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UNEXCAVATED MOUND

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HEADQUARTERS

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NO SCALE

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SCALE OF FEET

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THIS PROJECT

SHEET INDEX SHEET TITLE TITLE 1 COVER SHEET COVER SHEET 2 SITE PLAN AND PROJECT NOTES SITE PLAN AND PROJECT NOTES 3 WATER LINE DETAILSWATER LINE DETAILS

1.25''W

1.25''W 1.25''W

1.25''W 1.25''W 3/4

''W

1''W

UE

UE UE

1''W

UE

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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SITE PLAN AND

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PROJECT NOTES

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C. WALKER

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C. WALKER

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C. GLIME

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ABO UNIT

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SALINAS PUEBLO MISSIONS

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AutoCAD SHX Text PROJECT NOTES: 1. THIS PROJECT CONSISTS OF REPLACING THE WATER LINE FROM THE WELL HOUSE TO THE VISITOR CENTER, THIS PROJECT CONSISTS OF REPLACING THE WATER LINE FROM THE WELL HOUSE TO THE VISITOR CENTER, INSTALLATION OF ONE YARD HYDRANT, RELATED VALVES, FITTINGS, AND SITE RESTORATION. 2. ALL COMPONENTS IN CONTACT WITH POTABLE WATER SHALL BE NSF 61 CERTIFIED FOR POTABLE WATER USE ALL COMPONENTS IN CONTACT WITH POTABLE WATER SHALL BE NSF 61 CERTIFIED FOR POTABLE WATER USE AND OF LEAD FREE CONTENT. WATER LINE REPLACEMENT NOTES: 3. REPLACE THE EXISTING WATER LINE WITH 1.25" DIAMETER WATER LINE. CONNECT WATER LINE TO PIPE UNDER REPLACE THE EXISTING WATER LINE WITH 1.25" DIAMETER WATER LINE. CONNECT WATER LINE TO PIPE UNDER WELL HOUSE AND PLUMBING IN VISITOR CENTER PLUMBING IN CRAWL SPACE. 4. INSTALL NEW " WATER LINE AND SANITARY YARD HYDRANT. INSTALL NEW " WATER LINE AND SANITARY YARD HYDRANT. 34" WATER LINE AND SANITARY YARD HYDRANT. 5. PIPE WILL BE IPS SIZE, SDR 11, AND SDR 7, 4710 HIGH DENSITY POLYETHYLENE (HDPE) PIPE PER AWWA PIPE WILL BE IPS SIZE, SDR 11, AND SDR 7, 4710 HIGH DENSITY POLYETHYLENE (HDPE) PIPE PER AWWA C901. 6. TRENCH EXCAVATION SHALL BE BY USE OF A CHAIN TRENCHER TO MINIMIZE IMPACT TO HISTORIC RUINS. TRENCH EXCAVATION SHALL BE BY USE OF A CHAIN TRENCHER TO MINIMIZE IMPACT TO HISTORIC RUINS. EXISTING WATER LINE MAY BE DAMAGED DURING TRENCHING AND WILL BE ABANDONED. 7. PITS FOR WATER CONNECTIONS, SHALL BE EXCAVATED BY HAND OR MICRO EXCAVATOR TO MINIMIZE IMPACT TO PITS FOR WATER CONNECTIONS, SHALL BE EXCAVATED BY HAND OR MICRO EXCAVATOR TO MINIMIZE IMPACT TO HISTORIC RUINS. 8. COMPACT BACKFILL WITH TWO PASSES OF A NARROW WHEEL COMPACTOR OR NARROW SHOW RAMMER (JUMPING COMPACT BACKFILL WITH TWO PASSES OF A NARROW WHEEL COMPACTOR OR NARROW SHOW RAMMER (JUMPING JACK) TO ACHIEVE 95% OF MAXIMUM DENSITY. 9. AFTER INSTALLATION, THOROUGHLY FLUSH THE WATER LINE. DISINFECT WATER LINE PER AWWA C651, CONTINUOUS AFTER INSTALLATION, THOROUGHLY FLUSH THE WATER LINE. DISINFECT WATER LINE PER AWWA C651, CONTINUOUS FEE METHOD, USING THE CHLORINATOR IN THE WELL HOUSE. 10. AFTER DISINFECTION, FLUSH WATER LINE AND TAKE TWO SAMPLES PER AWWA C651 AND TEST FOR TOTAL AFTER DISINFECTION, FLUSH WATER LINE AND TAKE TWO SAMPLES PER AWWA C651 AND TEST FOR TOTAL COLIFORMS. IF WATER SAMPLES ARE POSITIVE FOR COLIFORMS, REPEAT DISINFECTION AND SAMPLING PROCEDURE. SUBMIT TEST RESULT TO WATER OPERATOR PRIOR TO PUTTING WATER SYSTEM INTO SERVICE. SUBMIT COPIES OF SAMPLING AND CONTRACTOR SIGNED AFFIDAVIT OF DISINFECTION AND SAMPLING. WATER SERVICE INTERRUPTION: 11. WATER SERVICE TO VISITOR CENTER MAY BE INTERRUPTED FOR THREE WEEKS DURING WATERLINE REPLACEMENT. WATER SERVICE TO VISITOR CENTER MAY BE INTERRUPTED FOR THREE WEEKS DURING WATERLINE REPLACEMENT. WATER VALVE NOTES: 12. INSTALL CURB STOPS (SHUTOFF VALVES) AND VALVE BOXES IN LOCATIONS SHOWN, MATCHING DIAMETER OF PIPE. INSTALL CURB STOPS (SHUTOFF VALVES) AND VALVE BOXES IN LOCATIONS SHOWN, MATCHING DIAMETER OF PIPE. 13. CURB STOPS AND FITTINGS SHALL BE PER AWWA C800. CURB STOPS AND FITTINGS SHALL BE PER AWWA C800. TREE ROOT PROTECTION: 14. WRAP WATER LINE WITH 40 LINEAL FEET OF BIO BARRIER ROOT PROTECTION FABRIC IN DESIGNATED LOCATION. WRAP WATER LINE WITH 40 LINEAL FEET OF BIO BARRIER ROOT PROTECTION FABRIC IN DESIGNATED LOCATION. DRAFTING AND UTILITY LOCATION NOTES: 15. SITE PLAN PER AERIAL IMAGERY. DIMENSIONS MEASURED IN FIELD WITH GPS EQUIPMENT. EXISTING CONDITIONS SITE PLAN PER AERIAL IMAGERY. DIMENSIONS MEASURED IN FIELD WITH GPS EQUIPMENT. EXISTING CONDITIONS VERIFIED WITH ABOVE GROUND FEATURES DECEMBER 2024. 16. LOCATION OF UTILITIES ARE APPROXIMATE BASED ON STAFF KNOWLEDGE AND ABOVE GROUND FEATURES. LOCATION OF UTILITIES ARE APPROXIMATE BASED ON STAFF KNOWLEDGE AND ABOVE GROUND FEATURES. 17. CONTRACTOR TO LOCATE ALL PUBLIC AND PRIVATE UTILITIES IN AREAS TO BE EXCAVATED INCLUDING POT HOLING. CONTRACTOR TO LOCATE ALL PUBLIC AND PRIVATE UTILITIES IN AREAS TO BE EXCAVATED INCLUDING POT HOLING. 18. CONTRACTOR TO REPAIR UTILITIES DAMAGED DURING CONSTRUCTION AT CONTRACTORS EXPENSE. CONTRACTOR TO REPAIR UTILITIES DAMAGED DURING CONSTRUCTION AT CONTRACTORS EXPENSE. RESOURCE PROTECTION NOTES: 19. ALL EXCAVATION SHALL BE MONITORED BY PARK ARCHAEOLOGIST. SCHEDULE EXCAVATION ONE WEEK IN ADVANCE ALL EXCAVATION SHALL BE MONITORED BY PARK ARCHAEOLOGIST. SCHEDULE EXCAVATION ONE WEEK IN ADVANCE WITH PARK ARCHEOLOGIST. 20. CONTRACTOR SHALL ALLOW FOR ARCHEOLOGIST TO PERIODICALLY INSPECT EXCAVATION AND SPOILS DURING CONTRACTOR SHALL ALLOW FOR ARCHEOLOGIST TO PERIODICALLY INSPECT EXCAVATION AND SPOILS DURING EXCAVATION. 21. TO PREVENT INVASIVE PLANT SPECIES ALL EQUIPMENT AND MATERIALS SHALL BE CLEAN BEFORE ENTERING PARK. TO PREVENT INVASIVE PLANT SPECIES ALL EQUIPMENT AND MATERIALS SHALL BE CLEAN BEFORE ENTERING PARK. SCHEDULE INSPECTION OF EQUIPMENT AND VEHICLES WITH PARK RESOURCE STAFF. 22. ONLY EXCAVATION EQUIPMENT WILL BE ALLOWED OFF PAVED AREAS. ACCESS POINTS SHALL BE MARKED AND ONLY EXCAVATION EQUIPMENT WILL BE ALLOWED OFF PAVED AREAS. ACCESS POINTS SHALL BE MARKED AND APPROVED BY PARK STAFF. ALL OTHER EQUIPMENT, DELIVERY VEHICLES SHALL BE PARKED ON PAVED AREAS OR DESIGNATED STAGING AREA. 23. STORE MATERIALS AND PARK EQUIPMENT IN LOCATIONS APPROVED BY PARK STAFF DESIGNATED STAGING AND STORE MATERIALS AND PARK EQUIPMENT IN LOCATIONS APPROVED BY PARK STAFF DESIGNATED STAGING AND EQUIPMENT PARKING AREAS. ROAD AND PARKING LOT CLOSURE: 24. ONE LANE OF COUNTY ROAD MAY BE CLOSED DURING WATER LINE EXCAVATION. TRAFFIC IS MINIMAL (20 ONE LANE OF COUNTY ROAD MAY BE CLOSED DURING WATER LINE EXCAVATION. TRAFFIC IS MINIMAL (20 VEHICLES/ HOUR). USE BARRIERS PER THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). OBTAIN PERMIT FROM COUNTY FOR LANE CLOSURE. 25. PORTIONS OF VISITOR CENTER PARKING LOT MAY BE CLOSED AS NECESSARY FOR WATER LINE INSTALLATION. PORTIONS OF VISITOR CENTER PARKING LOT MAY BE CLOSED AS NECESSARY FOR WATER LINE INSTALLATION. SITE RESTORATION NOTES: 26. RESTORE SURFACE TO PREVIOUS CONTOURS AND SCARIFY SURFACE BY HAND RAKING. RESTORE SURFACE TO PREVIOUS CONTOURS AND SCARIFY SURFACE BY HAND RAKING. 27. REPLACE REMOVED LANDSCAPING STONES. REPLACE REMOVED LANDSCAPING STONES. 28. PLACE ANY SOIL AMENDMENTS, SEEDS, EROSION CONTROL MATS, ETC. PROVIDED BY, AND AS DIRECTED BY, PARK PLACE ANY SOIL AMENDMENTS, SEEDS, EROSION CONTROL MATS, ETC. PROVIDED BY, AND AS DIRECTED BY, PARK RESOURCE STAFF.

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SCALE OF FEET

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LEGEND WATER LINE UNDERGROUND ELECTRIC LINE VALVE

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NEW WATER LINE AND CURBSTOP CONNECT AT WELL HOUSE ESTIMATED LENGTH = 486'

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EXISTING WELL

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AutoCAD SHX Text INSTALL NEW SANITARY YARD HYDRANT 3/4" WATERLINE AND CURBSTOP ESTIMATED LENGTH = 80'

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NEW CURBSTOP CONNECT NEW WATER LINE TO PLUMBING INSIDE CRAWL SPACE

AutoCAD SHX Text MOVE AND RESET LARGE LANDSCAPING STONES AS NECESSARY BORE UNDER SIDEWALK WITH PIERCING TOOL

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EXISTING WELL HOUSE INSTALL CHLORINE CONTACT TANK

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FINISH GRADE

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CURB STOP SIZE MATCHES WATER LINE

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3/4" HDPESDR 9 SERVICE LINE,

AutoCAD SHX Text CURB STOP VALVE BOX WRAP VALVE, BOX, AND WATERLINE WITH 6 MIL PLASTIC AND TAPE TO WATER LINE AND VALVE BOX.

AutoCAD SHX Text 8" X 18" DIA. CONCRETE COLLAR SLOPED AWAY FROM CENTER REINFORCED WITH WELDED WIRE MESH 4" ABOVE GRADE MARK VALVE NOTES IN CONCRETE

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WOODFORD FROST FREE SANITARY YARD HYDRANT 2' BURY DEPTH 3' OVERALL DEPTH

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TRENCH DETAIL

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NO SCALE

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DETECTABLE

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MARKING TAPE

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TRACING WIRE

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30" MIN COVER

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4-8" WIDE TRENCH EXCAVATED WITH A CHAIN TRENCHER

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IPS SDR 9 HPDE WATER LINE SIZE PER PLAN SET

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LEGEND

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VALVE CHECK VALVE WATER METER AIR VALVE PRESSURE SWITCH HOSE BIB PRESSURE GAUGE

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TO VISITOR CENTER

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FROM WELL

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EX. EYE WASH

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FAUCET WITH INTERIOR VALVE CONTROL

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HB

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PS

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AV

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HB

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EX. FILTERS AND CHLORINATOR

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EX. PRESSURE TANK

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NEW 40 GALLON CHLORINE CONTACT TANK, AIR, AND DRAIN VALVE

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PS

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AV

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AutoCAD SHX Text NOTES: 1. INSTALL NEW 40 GALLON CHLORINE INSTALL NEW 40 GALLON CHLORINE CONTACT TANK, AIR, AND DRAIN VALVE PER MANUFACTURER'S INSTRUCTIONS 2. REPLACE PLUMBING AND VALVES AS REPLACE PLUMBING AND VALVES AS NECESSARY. 3. RESET PLUMBING FIXTURES AS RESET PLUMBING FIXTURES AS NECESSARY. 4. NEW PIPE IS SCH 40 PVC. INSTALL NEW PIPE IS SCH 40 PVC. INSTALL SUFFICIENT UNIONS TO REPLACE FIXTURES WITHOUT CUTTING PIPE. 5. REINSTALL PRESSURE SWITCH, GAUGES, REINSTALL PRESSURE SWITCH, GAUGES, AND RECONNECT WIRING. 6. OPERATOR TO APPROVE LAYOUT OF OPERATOR TO APPROVE LAYOUT OF PLUMBING BEFORE INSTALLATION.

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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WATER LINE

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DETAILS

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C. WALKER

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C. WALKER

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C. GLIME

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ABO UNIT

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SALINAS PUEBLO MISSIONS

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AutoCAD SHX Text IMAGES: ..\..\..\BAND\BAND 229237 Rehabilitate Ponderosa Campground Water System\site visit pictures\img_2233.jpg|img_2267.jpg|C:\Users\CAWalker\Documents\Documents\cliff\BAND\BAND 229237 Rehabilitate Ponderosa Campground Water System\site visit pictures\IMG_2237.JPG|IMG_225

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YARD HYDRANT DETAIL

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NO SCALE

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CURB STOP DETAIL

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CHLORINE CONTACT TANK

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Sheets and Views
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Replace Potable Water Line at Abo Unit SHT 2.pdf
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PLOT
Replace Potable Water Line at Abo Unit SHT 3.pdf
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